Baffle Creek Basin — This plan sets rules for allocating and managing water in the basin: decisions must meet the environmental flow objectives (sch 4) and are assessed using the IQQM model unless an alternative approved by the chief executive is shown equally accurate (secs 16–17). It divides unallocated water into strategic and general reserves with volumetric caps, limits increases to average authorised take, and restricts impoundments and new extraction in specified catchments (secs 18, 23–31, 34–37). The chief executive decides approvals and pass‑flow minima; licence holders and owners of large overland‑flow works bear compliance costs and notification duties (secs 17, 31, 51–53).
This instrument sets out detailed operational rules for water allocation, unallocated water handling, interference with natural flows by impoundment, overland flow water, and the form and content of water licences within the plan area. Mechanically, it:
Requires decisions about allocation or management of water (other than decisions about water permits) to be consistent with basin-wide environmental flow objectives as stated in schedule 4, and to be assessed using the IQQM computer program simulation for the simulation period unless the chief executive approves an alternative method that is demonstrated to be at least as accurate (ss 16-17).
Prevents the chief executive from making allocation or management decisions that would increase the average volume of water allowed to be taken under any authorisation in the plan area, subject to enumerated exceptions including water permits and certain licence replacements, and defines average volume using simulated volumes over the simulation period (s 18).
Divides unallocated water into a strategic reserve and a general reserve, prescribes that strategic-reserve water may only be granted for State purposes and may be limited in duration to the life of a project of State or regional significance, and sets volumetric caps by catchment in schedule 5 (ss 23-26, 29; sch 5) .
Requires the resource operations plan to include the process for dealing with unallocated water and specifies an extensive list of matters the chief executive must consider when preparing and implementing that process, including efficiency, alternative supplies, impacts on existing users, connectivity of habitats and multiple ecological, cultural and recreational values (s 32).
Imposes constraints on licences issued from unallocated reserves, for example by prohibiting licences to take unallocated water that authorise taking from lakes (s 30), and requiring pass flow conditions for licences to take from watercourses with catchment-specific numerical minima or formulae (s 31).
Current sections
Direct links to the current provisions in Water Plan (Baffle Creek Basin) 2010.
47
ch.5-pt.1
Preliminary
Preliminary
sec.16
Decisions to be consistent with environmental flow objectives
sec.16 Decisions to be consistent with environmental flow 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 4 .
sec.17
Assessing impact of decisions
sec.17 Assessing impact of decisions
The IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives.
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.17-ssec.1) The IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives.
(sec.17-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.17-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.18
Decisions are not to increase amount of water taken
sec.18 Decisions are not to increase amount of water taken
The chief executive is not to make a decision about the allocation or management of water in the plan area that would increase the average volume of water allowed to be taken under any authorisation in the plan area.
Subsection (1) does not apply to a decision about—
a water permit; or
reinstating an expired water licence; or
replacing an original licence if the licence is to be replaced with 2 or more water licences; or
replacing an expired licence with 1 or more licences; or
unallocated water.
In this section—
average volume , of water allowed to be taken under an authorisation, means the total volume of water simulated to have been taken under the authorisation during the simulation period if the authorisation was in existence for the whole of the simulation period, divided by the number of years in the simulation period.
s 18 amd 2014 SL No. 142 s 3
(sec.18-ssec.1) The chief executive is not to make a decision about the allocation or management of water in the plan area that would increase the average volume of water allowed to be taken under any authorisation in the plan area.
(sec.18-ssec.2) Subsection (1) does not apply to a decision about— a water permit; or reinstating an expired water licence; or replacing an original licence if the licence is to be replaced with 2 or more water licences; or replacing an expired licence with 1 or more licences; or unallocated water.
(sec.18-ssec.3) In this section— average volume , of water allowed to be taken under an authorisation, means the total volume of water simulated to have been taken under the authorisation during the simulation period if the authorisation was in existence for the whole of the simulation period, divided by the number of years in the simulation period.
(a) a water permit; or
(b) reinstating an expired water licence; or
(c) replacing an original licence if the licence is to be replaced with 2 or more water licences; or
(d) replacing an expired licence with 1 or more licences; or
(e) unallocated water.
sec.19
Measuring devices
sec.19 Measuring devices
s 19 om 2014 SL No. 142 s 4
ch.5-pt.2
Unallocated water
Unallocated water
ch.5-pt.2-div.1
Continued moratorium and interim arrangements for applications
Continued moratorium and interim arrangements for applications
sec.20
Continued effect of moratorium notice— Act , s 46 (3)
sec.20 Continued effect of moratorium notice— Act , s 46 (3)
s 20 om 2014 SL No. 142 s 5
sec.21
Particular applications made before 16 July 2004
sec.21 Particular applications made before 16 July 2004
s 21 om 2014 SL No. 142 s 5
sec.22
Interim arrangements for applications about unallocated water
sec.22 Interim arrangements for applications about unallocated water
s 22 om 2014 SL No. 142 s 5
ch.5-pt.2-div.2
Unallocated water reserves
Unallocated water reserves
sec.23
Unallocated water held as strategic reserve and general reserve
sec.23 Unallocated water held as strategic reserve and general reserve
Unallocated water in the plan area is divided into a strategic reserve and a general reserve.
sec.24
Purpose for which unallocated water held as strategic reserve may be granted
sec.24 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.
sec.25
Volumetric limits
sec.25 Volumetric limits
The total of the nominal entitlements for all water licences to take unallocated water granted from the strategic reserve in a catchment area mentioned in schedule 5 , part 1 , column 1 is stated in schedule 5 , part 1 , column 2 opposite the area.
sec.26
Period for which water is granted for particular State purpose
sec.26 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 project of State significance;
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.
(sec.26-ssec.1) This section applies to the volume of water granted from the strategic reserve for either of the following State purposes— a project of State significance; a project of regional significance.
(sec.26-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 project of State significance;
(b) a project of regional significance.
sec.27
Projects that may be considered to be of regional significance
sec.27 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 under 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 under 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.28
Purpose for which unallocated water held as general reserve may be granted
sec.28 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.29
Volumetric limits
sec.29 Volumetric limits
The total of the nominal entitlements for all water licences to take unallocated water granted from the general reserve in a catchment area mentioned in schedule 5 , part 2 , column 1 is stated in schedule 5 , part 2 , column 2 opposite the area.
ch.5-pt.2-div.3
Other limitations on granting unallocated water
Other limitations on granting unallocated water
sec.30
Restrictions on taking water from lakes
sec.30 Restrictions on taking water from lakes
A water licence to take unallocated water, granted from either the strategic or general reserve, must not authorise the taking of water from a lake.
sec.31
Pass flow conditions for taking unallocated water
sec.31 Pass flow conditions for taking unallocated water
Water licences to take water from a watercourse granted from the strategic or general reserve must include a pass flow condition.
In deciding the pass flow condition, the chief executive must consider—
existing downstream entitlement holders; and
the daily volumetric limit to be stated on the licence.
The pass flow condition must be at least—
for the Baffle Creek catchment area, the greater of the following—
the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
86.4ML a day; or
for the Littabella Creek catchment area, the greater of the following—
the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
43ML a day; or
for the Broadwater Creek, Eurimbula Creek or Worthington Creek catchment area—86.4ML a day.
This section does not apply to a water licence to take water from an impoundment.
In this section—
pass flow condition means a condition on a water licence to take water that states the rate of flow in a watercourse that must, while water is being taken under the licence, be passing immediately downstream of the point on the watercourse at which water is taken under the licence.
(sec.31-ssec.1) Water licences to take water from a watercourse granted from the strategic or general reserve must include a pass flow condition.
(sec.31-ssec.2) In deciding the pass flow condition, the chief executive must consider— existing downstream entitlement holders; and the daily volumetric limit to be stated on the licence.
(sec.31-ssec.3) The pass flow condition must be at least— for the Baffle Creek catchment area, the greater of the following— the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561; 86.4ML a day; or for the Littabella Creek catchment area, the greater of the following— the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1; 43ML a day; or for the Broadwater Creek, Eurimbula Creek or Worthington Creek catchment area—86.4ML a day.
(sec.31-ssec.4) This section does not apply to a water licence to take water from an impoundment.
(sec.31-ssec.5) In this section— pass flow condition means a condition on a water licence to take water that states the rate of flow in a watercourse that must, while water is being taken under the licence, be passing immediately downstream of the point on the watercourse at which water is taken under the licence.
(a) existing downstream entitlement holders; and
(b) the daily volumetric limit to be stated on the licence.
(a) for the Baffle Creek catchment area, the greater of the following— (i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561; (ii) 86.4ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
(ii) 86.4ML a day; or
(b) for the Littabella Creek catchment area, the greater of the following— (i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1; (ii) 43ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
(ii) 43ML a day; or
(c) for the Broadwater Creek, Eurimbula Creek or Worthington Creek catchment area—86.4ML a day.
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
(ii) 86.4ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
(ii) 43ML a day; or
ch.5-pt.2-div.4
Dealing with unallocated water under the resource operations plan
Dealing with unallocated water under the resource operations plan
sec.32
Process for dealing with unallocated water
sec.32 Process for dealing with unallocated water
The resource operations plan includes the process for dealing with unallocated water in the plan area.
In preparing and implementing the process the chief executive is to consider the following—
the purpose for which the water is required;
the efficiency of existing and proposed water use practices;
the extent to which water is being taken under existing authorisations in the plan area;
the availability of an alternative water supply for the purpose for which the water is required;
the impact the proposed taking of, or interfering with, the water may have on existing water users in the plan area;
whether the proposed taking or interfering is likely to have a direct adverse effect on groundwater flows;
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 stream bed features;
the natural seasonality of flows and zero flows;
the replenishment of refuge pools that enable movement of in-stream biota;
the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
the impact the taking of, or proposed taking of, water may have on the following—
water quality;
the natural movement of sediment;
the bed and banks of a watercourse or lake;
riparian vegetation;
habitats for native plants and animals;
the movement of fish and other aquatic species;
the recreational and aesthetic values of the plan area;
cultural values, including, for example, cultural values of the traditional owners of the plan area;
the ecological values of watercourses, lakes or springs.
Subsection (2) does not limit the matters the chief executive may consider.
(sec.32-ssec.1) The resource operations plan includes the process for dealing with unallocated water in the plan area.
(sec.32-ssec.2) In preparing and implementing the process the chief executive is to consider the following— the purpose for which the water is required; the efficiency of existing and proposed water use practices; the extent to which water is being taken under existing authorisations in the plan area; the availability of an alternative water supply for the purpose for which the water is required; the impact the proposed taking of, or interfering with, the water may have on existing water users in the plan area; whether the proposed taking or interfering is likely to have a direct adverse effect on groundwater flows; 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 stream bed features; the natural seasonality of flows and zero flows; the replenishment of refuge pools that enable movement of in-stream biota; the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains; the impact the taking of, or proposed taking of, water may have on the following— water quality; the natural movement of sediment; the bed and banks of a watercourse or lake; riparian vegetation; habitats for native plants and animals; the movement of fish and other aquatic species; the recreational and aesthetic values of the plan area; cultural values, including, for example, cultural values of the traditional owners of the plan area; the ecological values of watercourses, lakes or springs.
(sec.32-ssec.3) Subsection (2) does not limit the matters the chief executive may consider.
(a) the purpose for which the water is required;
(b) the efficiency of existing and proposed water use practices;
(c) the extent to which water is being taken under existing authorisations in the plan area;
(d) the availability of an alternative water supply for the purpose for which the water is required;
(e) the impact the proposed taking of, or interfering with, the water may have on existing water users in the plan area;
(f) whether the proposed taking or interfering is likely to have a direct adverse effect on groundwater flows;
(g) 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 stream bed features; (iii) the natural seasonality of flows and zero flows; (iv) the replenishment of refuge pools that enable movement of in-stream biota; (v) the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
(i) the longitudinal connectivity of low flow habitats throughout river systems in the plan area;
(ii) the wetted habitats at riffles and other stream bed features;
(iii) the natural seasonality of flows and zero flows;
(iv) the replenishment of refuge pools that enable movement of in-stream biota;
(v) the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
(h) the impact the taking of, or proposed taking of, water may have on the following— (i) water quality; (ii) the natural movement of sediment; (iii) the bed and banks of a watercourse or lake; (iv) riparian vegetation; (v) habitats for native plants and animals; (vi) the movement of fish and other aquatic species; (vii) the recreational and aesthetic values of the plan area; (viii) cultural values, including, for example, cultural values of the traditional owners of the plan area; (ix) the ecological values of watercourses, lakes or springs.
(i) water quality;
(ii) the natural movement of sediment;
(iii) the bed and banks of a watercourse or lake;
(iv) riparian vegetation;
(v) habitats for native plants and animals;
(vi) the movement of fish and other aquatic species;
(vii) the recreational and aesthetic values of the plan area;
(viii) cultural values, including, for example, cultural values of the traditional owners of the plan area;
(ix) the ecological values of watercourses, lakes or springs.
(i) the longitudinal connectivity of low flow habitats throughout river systems in the plan area;
(ii) the wetted habitats at riffles and other stream bed features;
(iii) the natural seasonality of flows and zero flows;
(iv) the replenishment of refuge pools that enable movement of in-stream biota;
(v) the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
(i) water quality;
(ii) the natural movement of sediment;
(iii) the bed and banks of a watercourse or lake;
(iv) riparian vegetation;
(v) habitats for native plants and animals;
(vi) the movement of fish and other aquatic species;
(vii) the recreational and aesthetic values of the plan area;
(viii) cultural values, including, for example, cultural values of the traditional owners of the plan area;
(ix) the ecological values of watercourses, lakes or springs.
ch.5-pt.3
Interference with water in a watercourse, lake or spring
Interference with water in a watercourse, lake or spring
sec.33
Application of pt 3
sec.33 Application of pt 3
This part applies to applications, made under section 206 of the Act , for a water licence to interfere with water in a watercourse, lake or spring by impounding the flow of water.
sec.34
Limitations on interference with water
sec.34 Limitations on interference with water
The water licence may be granted only if the proposed impoundment is to be used—
to supply water for stock or domestic purposes; or
to provide a pumping pool to enable water to be taken under an authorisation.
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 process mentioned in section 32 (1) ; or
a proposed water licence, for the Gladstone Regional Council, to interfere with water in Bottle Creek at Wills Road.
(sec.34-ssec.1) The water licence may be granted only if the proposed impoundment is to be used— to supply water for stock or domestic purposes; or to provide a pumping pool to enable water to be taken under an authorisation.
(sec.34-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 process mentioned in section 32 (1) ; or a proposed water licence, for the Gladstone Regional Council, to interfere with water in Bottle Creek at Wills Road.
(a) to supply water for stock or domestic purposes; or
(b) to provide a pumping pool to enable water to be taken under an authorisation.
(a) a proposed water licence to take water that is allocated under the process mentioned in section 32 (1) ; or
(b) a proposed water licence, for the Gladstone Regional Council, to interfere with water in Bottle Creek at Wills Road.
sec.35
Interference with water for the provision of a pumping pool
sec.35 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 following—
in-stream water levels;
a matter mentioned in section 32 (2) (h) (i) to (ix) .
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 mentioned in subsection (2) .
a pump well constructed in bed sand
(sec.35-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.35-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 following— in-stream water levels; a matter mentioned in section 32 (2) (h) (i) to (ix) .
(sec.35-ssec.3) 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 mentioned in subsection (2) . a pump well constructed in bed sand
(a) in-stream water levels;
(b) a matter mentioned in section 32 (2) (h) (i) to (ix) .
sec.36
Interference with water related to the granting of unallocated water
sec.36 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 impact the proposed interference may have on in-stream water levels and the matters mentioned in section 32 (2) (h) (i) to (ix) .
A water licence to interfere with water, granted in association with a water licence to take water granted from the release of unallocated water, must include a pass flow condition.
In deciding the pass flow condition, the chief executive must consider existing downstream entitlement holders.
The pass flow condition must be at least—
for the Baffle Creek catchment area, the greater of the following—
the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
86.4ML a day; or
for the Littabella Creek catchment area, the greater of the following—
the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
43ML a day; or
for the Broadwater Creek catchment area—86.4ML a day.
In this section—
pass flow condition means a condition on a water licence, to interfere with water by impounding the flow of water in a watercourse, that states the minimum rate of flow in the watercourse below which water interfered with under the licence must be allowed to pass freely downstream of the location of the interference.
(sec.36-ssec.1) This section applies if the proposed interference with water is related to the granting of unallocated water.
(sec.36-ssec.2) The interference must not be greater than is necessary for the purpose of taking the unallocated water.
(sec.36-ssec.3) In deciding the application, the chief executive must consider the impact the proposed interference may have on in-stream water levels and the matters mentioned in section 32 (2) (h) (i) to (ix) .
(sec.36-ssec.4) A water licence to interfere with water, granted in association with a water licence to take water granted from the release of unallocated water, must include a pass flow condition.
(sec.36-ssec.5) In deciding the pass flow condition, the chief executive must consider existing downstream entitlement holders.
(sec.36-ssec.6) The pass flow condition must be at least— for the Baffle Creek catchment area, the greater of the following— the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561; 86.4ML a day; or for the Littabella Creek catchment area, the greater of the following— the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1; 43ML a day; or for the Broadwater Creek catchment area—86.4ML a day.
(sec.36-ssec.7) In this section— pass flow condition means a condition on a water licence, to interfere with water by impounding the flow of water in a watercourse, that states the minimum rate of flow in the watercourse below which water interfered with under the licence must be allowed to pass freely downstream of the location of the interference.
(a) for the Baffle Creek catchment area, the greater of the following— (i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561; (ii) 86.4ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
(ii) 86.4ML a day; or
(b) for the Littabella Creek catchment area, the greater of the following— (i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1; (ii) 43ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
(ii) 43ML a day; or
(c) for the Broadwater Creek catchment area—86.4ML a day.
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
(ii) 86.4ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
(ii) 43ML a day; or
sec.37
Interference with water in Baffle Creek, Eurimbula Creek catchment and Worthington Creek catchment
sec.37 Interference with water in Baffle Creek, Eurimbula Creek catchment and Worthington Creek catchment
There must not be any interference with water by impounding the flow of water in any of the following—
Baffle Creek;
Eurimbula Creek catchment area;
Worthington Creek catchment area.
(a) Baffle Creek;
(b) Eurimbula Creek catchment area;
(c) Worthington Creek catchment area.
ch.5-pt.4
REPLACING AUTHORITIES AND GRANTING WATER LICENCES
REPLACING AUTHORITIES AND GRANTING WATER LICENCES
sec.38
Section sec.38
s 38 om 2014 SL No. 142 s 6
sec.39
Section sec.39
s 39 om 2014 SL No. 142 s 6
sec.40
Section sec.40
s 40 om 2014 SL No. 142 s 6
ch.5-pt.5
Water licences to take water from watercourse, lake or spring
Water licences to take water from watercourse, lake or spring
ch.5-pt.5-div.1
Form of water licences to take water from watercourse, lake or spring
Form of water licences to take water from watercourse, lake or spring
sec.41
Elements of water licences to take water from watercourse, lake or spring
sec.41 Elements of water licences to take water from watercourse, lake or spring
A water licence to take water from a watercourse, lake or spring in the plan area must state—
1 of the following purposes for which the water may be taken under the licence—
stock and domestic;
rural;
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 conditions, if any, for the licence, including flow conditions and conditions for storing water taken under the licence; and
the monthly volumetric limit, if any, for the licence.
However, subsection (1) (d) does not apply to the water licence commonly known as licence 46952B.
s 41 amd 2014 SL No. 142 s 7
(sec.41-ssec.1) A water licence to take water from a watercourse, lake or spring in the plan area must state— 1 of the following purposes for which the water may be taken under the licence— stock and domestic; rural; 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 conditions, if any, for the licence, including flow conditions and conditions for storing water taken under the licence; and the monthly volumetric limit, if any, for the licence.
(sec.41-ssec.2) However, subsection (1) (d) does not apply to the water licence commonly known as licence 46952B.
(a) 1 of the following purposes for which the water may be taken under the licence— (i) stock and domestic; (ii) rural; (iii) any; and
(i) stock and domestic;
(ii) rural;
(iii) 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 conditions, if any, for the licence, including flow conditions and conditions for storing water taken under the licence; and
(f) the monthly volumetric limit, if any, for the licence.
(i) stock and domestic;
(ii) rural;
(iii) any; and
ch.5-pt.6
Regulating overland flow water
Regulating overland flow water
sec.50
Limitation on taking overland flow water— Act , s 20 (2)
sec.50 Limitation on taking overland flow water— Act , s 20 (2)
This section limits the overland flow water that may be taken under section 20 (2) of the Act .
A person may only take overland flow water—
for stock or domestic purposes; or
for another purpose if the works for taking the overland flow water have a capacity of not more than 20ML; or
under a water licence; or
of not more than the amount necessary to satisfy the requirements of—
an environmental authority issued under the Environmental Protection Act 1994 ; or
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
under section 52 .
In this section—
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 50 amd 2013 Act No. 23 s 352 sch 1 pt 2
(sec.50-ssec.1) This section limits the overland flow water that may be taken under section 20 (2) of the Act .
(sec.50-ssec.2) A person may only take overland flow water— for stock or domestic purposes; or for another purpose if the works for taking the overland flow water have a capacity of not more than 20ML; or under a water licence; or of not more than the amount necessary to satisfy the requirements of— an environmental authority issued under the Environmental Protection Act 1994 ; or 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 under section 52 .
(sec.50-ssec.3) In this section— 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 for taking the overland flow water have a capacity of not more than 20ML; or
(c) under a water licence; or
(d) of not more than the amount necessary to satisfy the requirements of— (i) an environmental authority issued under the Environmental Protection Act 1994 ; or (ii) a development permit for carrying out an environmentally relevant activity, other than a mining or petroleum activity, under the Environmental Protection Act 1994 ; or
(i) an environmental authority issued under the Environmental Protection Act 1994 ; or
(ii) a development permit for carrying out an environmentally relevant activity, other than a mining or petroleum activity, under the Environmental Protection Act 1994 ; or
(e) that is contaminated agricultural runoff water; or
(f) under section 52 .
(i) an environmental authority issued under the Environmental Protection Act 1994 ; or
(ii) a development permit for carrying out an environmentally relevant activity, other than a mining or petroleum activity, under the Environmental Protection Act 1994 ; or
sec.51
Notification of particular existing overland flow works
sec.51 Notification of particular existing overland flow works
This section applies to the owner of land on which existing overland flow works with a capacity of more than 20ML are situated.
The owner must give the chief executive notice of the works, in the approved form, and any other information about the works reasonably required by the chief executive.
(sec.51-ssec.1) This section applies to the owner of land on which existing overland flow works with a capacity of more than 20ML are situated.
(sec.51-ssec.2) The owner must give the chief executive notice of the works, in the approved form, and any other information about the works reasonably required by the chief executive.
sec.52
Taking water using particular existing overland flow works authorised
sec.52 Taking water using particular existing overland flow works authorised
This section applies to the owner of land on which existing overland flow works are situated, other than works for taking only the overland flow water that may be taken under section 50 (2) (a) to (e) .
The owner may—
continue to use the existing overland flow works to take overland flow water for 1 year after the commencement of this plan; and
if the owner complies with section 51 , further continue to use the works to take overland flow water.
In this section—
existing overland flow works includes works that—
are a reconfiguration of existing overland flow works (the original works ); and
do not increase the average annual volume of water taken above the average annual volume taken using the original works.
(sec.52-ssec.1) This section applies to the owner of land on which existing overland flow works are situated, other than works for taking only the overland flow water that may be taken under section 50 (2) (a) to (e) .
(sec.52-ssec.2) The owner may— continue to use the existing overland flow works to take overland flow water for 1 year after the commencement of this plan; and if the owner complies with section 51 , further continue to use the works to take overland flow water.
(sec.52-ssec.3) In this section— existing overland flow works includes works that— are a reconfiguration of existing overland flow works (the original works ); and do not increase the average annual volume of water taken above the average annual volume taken using the original works.
(a) continue to use the existing overland flow works to take overland flow water for 1 year after the commencement of this plan; and
(b) if the owner complies with section 51 , further continue to use the works to take overland flow water.
(a) are a reconfiguration of existing overland flow works (the original works ); and
(b) do not increase the average annual volume of water taken above the average annual volume taken using the original works.
sec.53
Granting water licences for using particular existing overland flow works
sec.53 Granting water licences for using particular existing overland flow works
This section applies if the resource operations plan states a process, under section 212 of the Act , for the allocation of water under a water licence to replace an authority under section 52 (2) (b) .
Under the process, the chief executive—
must consider—
the average annual volume of overland flow water that could have been taken, immediately before the commencement of this plan, using the existing overland flow works to which the authority relates; and
the annual volumes of overland flow water estimated by the chief executive to have been taken using the works during the period, of not more than 10 years, immediately before the commencement of this plan; and
may consider the extent to which the works, immediately before the commencement of this plan, allowed—
the taking of other water under another authorisation; or
the storage of other water taken under another authorisation.
The process may require the authority or licence holder to give the chief executive a certificate, from a registered professional engineer, stating information about the works, including the capacity of the works and the rate at which the works may take water.
In this section—
registered professional engineer means a person registered as a registered professional engineer under the Professional Engineers Act 2002 .
(sec.53-ssec.1) This section applies if the resource operations plan states a process, under section 212 of the Act , for the allocation of water under a water licence to replace an authority under section 52 (2) (b) .
(sec.53-ssec.2) Under the process, the chief executive— must consider— the average annual volume of overland flow water that could have been taken, immediately before the commencement of this plan, using the existing overland flow works to which the authority relates; and the annual volumes of overland flow water estimated by the chief executive to have been taken using the works during the period, of not more than 10 years, immediately before the commencement of this plan; and may consider the extent to which the works, immediately before the commencement of this plan, allowed— the taking of other water under another authorisation; or the storage of other water taken under another authorisation.
(sec.53-ssec.3) The process may require the authority or licence holder to give the chief executive a certificate, from a registered professional engineer, stating information about the works, including the capacity of the works and the rate at which the works may take water.
(sec.53-ssec.4) In this section— registered professional engineer means a person registered as a registered professional engineer under the Professional Engineers Act 2002 .
(a) must consider— (i) the average annual volume of overland flow water that could have been taken, immediately before the commencement of this plan, using the existing overland flow works to which the authority relates; and (ii) the annual volumes of overland flow water estimated by the chief executive to have been taken using the works during the period, of not more than 10 years, immediately before the commencement of this plan; and
(i) the average annual volume of overland flow water that could have been taken, immediately before the commencement of this plan, using the existing overland flow works to which the authority relates; and
(ii) the annual volumes of overland flow water estimated by the chief executive to have been taken using the works during the period, of not more than 10 years, immediately before the commencement of this plan; and
(b) may consider the extent to which the works, immediately before the commencement of this plan, allowed— (i) the taking of other water under another authorisation; or (ii) the storage of other water taken under another authorisation.
(i) the taking of other water under another authorisation; or
(ii) the storage of other water taken under another authorisation.
(i) the average annual volume of overland flow water that could have been taken, immediately before the commencement of this plan, using the existing overland flow works to which the authority relates; and
(ii) the annual volumes of overland flow water estimated by the chief executive to have been taken using the works during the period, of not more than 10 years, immediately before the commencement of this plan; and
(i) the taking of other water under another authorisation; or
(ii) the storage of other water taken under another authorisation.
sec.54
Water licences to take overland flow water
sec.54 Water licences to take overland flow water
A water licence to take overland flow water is to state—
1 of the following purposes for which water may be taken under the licence—
rural;
any; and
at least 1 of the following—
the maximum rate at which water may be taken under the licence;
the daily volumetric limit for the licence;
the nominal entitlement for the licence;
the maximum volume of water that may be stored under the licence; and
the conditions, if any, for the licence.
(a) 1 of the following purposes for which water may be taken under the licence— (i) rural; (ii) any; and
(i) rural;
(ii) any; and
(b) at least 1 of the following— (i) the maximum rate at which water may be taken under the licence; (ii) the daily volumetric limit for the licence; (iii) the nominal entitlement for the licence; (iv) the maximum volume of water that may be stored under the licence; and
(i) the maximum rate at which water may be taken under the licence;
(ii) the daily volumetric limit for the licence;
(iii) the nominal entitlement for the licence;
(iv) the maximum volume of water that may be stored under the licence; and
(c) the conditions, if any, for the licence.
(i) rural;
(ii) any; and
(i) the maximum rate at which water may be taken under the licence;
(ii) the daily volumetric limit for the licence;
(iii) the nominal entitlement for the licence;
(iv) the maximum volume of water that may be stored under the licence; and
sec.55
Relationship with Sustainable Planning Act 2009
sec.55 Relationship with Sustainable Planning Act 2009
s 55 om 2016 SL No. 216 s 146 sch 20
sch.4-pt.1
Basin-wide flow objectives
Basin-wide flow objectives
sch.4-pt.2
Specific flow objectives
Specific flow objectives
sch.5-pt.1
Strategic unallocated water
Strategic unallocated water
sch.5-pt.2
General unallocated water
General unallocated water
Source text: opening excerpt
Sourced from Queensland Legislation (legislation.qld.gov.au), CC BY 4.0.
ch.5-pt.1 Preliminary
Preliminary
sec.16 Decisions to be consistent with environmental flow objectives
sec.16 Decisions to be consistent with environmental flow 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 4 .
sec.17 Assessing impact of decisions
sec.17 Assessing impact of decisions
The IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives.
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.17-ssec.1) The IQQM computer program’s simulation for the simulation period is used to assess consistency with the objectives.
(sec.17-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.17-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.18 Decisions are not to increase amount of water taken
sec.18 Decisions are not to increase amount of water taken
The chief executive is not to make a decision about the allocation or management of water in the plan area that would increase the average volume of water allowed to be taken under any authorisation in the plan area.
Subsection (1) does not apply to a decision about—
a water permit; or
reinstating an expired water licence; or
replacing an original licence if the licence is to be replaced with 2 or more water licences; or
replacing an expired licence with 1 or more licences; or
unallocated water.
In this section—
average volume , of water allowed to be taken under an authorisation, means the total volume of water simulated to have been taken under the authorisation during the simulation period if the authorisation was in existence for the whole of the simulation period, divided by the number of years in the simulation period.
s 18 amd 2014 SL No. 142 s 3
(sec.18-ssec.1) The chief executive is not to make a decision about the allocation or management of water in the plan area that would increase the average volume of water allowed to be taken under any authorisation in the plan area.
(sec.18-ssec.2) Subsection (1) does not apply to a decision about— a water permit; or reinstating an expired water licence; or replacing an original licence if the licence is to be replaced with 2 or more water licences; or replacing an expired licence with 1 or more licences; or unallocated water.
(sec.18-ssec.3) In this section— average volume , of water allowed to be taken under an authorisation, means the total volume of water simulated to have been taken under the authorisation during the simulation period if the authorisation was in existence for the whole of the simulation period, divided by the number of years in the simulation period.
Water Plan (Baffle Creek Basin) 2010 (Queensland) | Zoe
Regulates applications for licences to interfere with water by impounding flow, limiting permitted purposes (stock and domestic, pumping pools), requiring storage capacity be limited to that necessary to minimise in‑stream impacts, and prescribing that interference related to taking unallocated water must not exceed what is necessary and must include pass flow conditions (ss 33-36). There is an absolute prohibition on impounding flows in certain named catchments (Baffle Creek, Eurimbula Creek catchment area, Worthington Creek catchment area) (s 37).
Regulates overland flow water, limiting permissible taking without licence to stock and domestic and small-capacity works, requires owners of existing overland flow works with capacity over 20 ML to notify the chief executive, allows continued use of certain existing works for a transitional period subject to notification, and provides for a process to convert existing authorities to replacement water licences, including consideration of historical take and possible certification by a registered professional engineer (ss 50-54).
Specifies required content of water licences to take water from watercourse, lake or spring, including purpose categories, maximum rate, daily volumetric limit, nominal entitlement, conditions and possible monthly limits, with a narrow exclusion (licence 46952B) from one element (s 41). Similar content requirements apply to overland flow licences (s 54).
References external statutory instruments and parts of the primary Act for processes and cross-references, notably permitting certain actions only under the resource operations plan and linking to the Environmental Protection Act 1994 for some overland flow exceptions (ss 32, 50, 53, 55).
The instrument therefore operates primarily as a detailed regulatory framework to control how water may be allocated and taken in the plan area, channel decision‑making through the chief executive and the resource operations plan, and to preserve specified ecological flow outcomes through modelling, pass flow conditions and categorical prohibitions in certain catchments. The provisions allocate decision rights to the chief executive and impose specified documentary and technical requirements on applicants and existing users.
Main concepts
The text relies on a small set of recurring legal and technical concepts that structure permissions and constraints.
Environmental flow objectives and assessment
Decisions must be consistent with the environmental flow objectives stated in schedule 4 (s 16). Consistency is to be assessed by reference to the IQQM (Integrated Quality and Quantity Model) computer simulation for the simulation period, or an alternative method only if the chief executive is satisfied it is at least as accurate as IQQM (s 17). The IQQM requirement makes the model the default metric of compliance for flow objectives.
Average volume and simulation-based accounting
The prohibition in s 18 on decisions that increase the average volume of water allowed to be taken under any authorisation is calculated by reference to simulated take over the simulation period, divided by the number of years in that period. The statute therefore fixes quantity limits by simulation accounting rather than by simple meter readings or actual historical extraction alone (s 18).
Unallocated water reserves and allocation rules
Unallocated water is split into strategic and general reserves (s 23). Strategic reserve water is restricted to State purposes (s 24) and may be time-limited to the life of a project of State or regional significance, after which the volume returns to the strategic reserve (s 26). Schedule 5 sets volumetric limits by catchment for strategic and general releases (ss 25, 29; sch 5). General reserve water may be granted for any purpose (s 28).
Pass flow conditions and catchment-specific minima
Licences to take from watercourses granted from either reserve must include a pass flow condition, and particular numeric minima or formulae are prescribed for specific catchments (Baffle Creek, Littabella Creek, Broadwater/Eurimbula/Worthington) (s 31). A pass flow condition is defined as a condition specifying the flow rate that must pass immediately downstream while water is being taken (s 31 definition; s 36 definition for impoundment licences).
Limits on impounding and permissible purposes
Licences to interfere with water by impounding the flow are confined to narrow uses, principally stock and domestic supply and provision of pumping pools to enable authorised taking (s 34). Additional specific exceptions are provided, but there is a categorical ban on impoundment in Baffle Creek and two catchment areas (s 37).
Overland flow regulation and transitional treatment of existing works
Overland flow taking is limited to stock and domestic or small works under 20 ML capacity unless a water licence authorises greater taking (s 50). Owners of existing overland flow works with capacity more than 20 ML must notify the chief executive and may continue to use the works for one year, then only if they have complied with the notification requirement (ss 51-52). The resource operations plan may set a process for allocation of replacement licences and require engineering certification of works and consideration of historical take (s 53).
Form and content of licences
Water licences must state prescribed elements: purpose (stock and domestic, rural or any), maximum rate, daily volumetric limit, nominal entitlement, licence conditions, and monthly volumetric limits where applicable (s 41). Overland flow licences must include similar content elements (s 54).
Procedural primacy of the resource operations plan and chief executive discretion
The resource operations plan must contain the process for dealing with unallocated water and is a central instrument required to be considered in allocation decisions, with the chief executive assigned multiple specific considerations in preparing and implementing that process (s 32). The chief executive also has approval discretion for alternative assessment methods under s 17, and discretion to consider specific matters when deciding pass flow conditions and licence content (ss 17, 31, 36).
References and cross-links
The instrument cross-references the principal Act for application processes (s 33 refers to s 206 of the Act; ss 32, 53 refer to s 212), and the Environmental Protection Act 1994 in relation to environmental authority, indicating that other statutory regimes interact with these rules on specific points (ss 50, 53). The Sustainable Planning Act 2009 relationship provision is noted as omitted (s 55 om 2016).
These concepts show that the regulatory design centres on model-based quantification of flows and authorisations, segregation of unallocated water into policy-driven reserves with catchment caps, detailed pass flow protections in specified catchments, and strict limits on lake interference and impoundment in certain locations. The chief executive and the resource operations plan are the decision nodes that operationalise those concepts.
Who it affects
Primary actors and affected parties are identified in the statutory text and include the following categories.
Chief executive and resource operations plan authorities
Decision‑making authority and significant discretion are vested in the chief executive, who must approve alternative assessment methods for flow-objective consistency (s 17), determine pass flow conditions and consider downstream entitlements (ss 31, 36), and implement the resource operations plan process for unallocated water (s 32). The resource operations plan itself, prepared and implemented under statutory direction, is a central instrument shaping allocation processes (s 32).
License applicants and licence holders
Anyone seeking a water licence to take water from a watercourse, lake or spring is affected by the prescribed licence form elements and conditions (s 41), the prohibition on using unallocated water to take from lakes (s 30), and the requirement that licences from reserves include pass flow conditions with catchment minima (s 31). Applicants for licences to interfere with water by impounding flow must limit purposes to stock/domestic or pumping pools except narrow exceptions, and must design impoundments to minimise in-stream impacts (ss 33-36).
Existing overland flow works owners
Owners of existing overland flow works with capacity over 20 ML must notify the chief executive in the approved form and provide any reasonably required information (s 51). They may continue to use existing works for one year after the plan’s commencement and potentially longer if they comply with the notification requirement (s 52). Under a resource operations plan process, such owners may be required to have licences issued to replace existing authorities and to provide professional engineering certification (s 53).
Prospective developers and proponents of State or regional projects
Water in the strategic reserve may be granted only for State purposes (s 24), and when granted for projects of State or regional significance the volume may be granted only for the life of the project and must return to reserve upon conclusion (s 26). The chief executive may consider projects to be of regional significance only having regard to explicit criteria (s 27). This affects proponents seeking strategic-reserve water for large projects.
Downstream entitlement holders and existing users
The statute requires the chief executive to consider existing downstream entitlement holders when deciding pass flow conditions for both taking and impoundment associated with unallocated water, and to consider impact on existing water users as part of the process for dealing with unallocated water (ss 31, 32, 36). Existing holders therefore have a statutorily recognised interest to be considered in allocation and impoundment decisions.
Environmental and cultural stakeholders
The resource operations plan must consider a detailed range of ecological and cultural matters, including connectivity of habitats, riparian vegetation, movement of fish and aquatic species, recreational and aesthetic values, and cultural values of traditional owners (s 32(2)(g)-(h)). Environmental interest groups, indigenous groups and recreational users are therefore among the stakeholders whose values are expressly included for consideration.
Local government
The Act makes a specific provision allowing a water licence for Gladstone Regional Council to interfere with water in Bottle Creek at Wills Road as an exception (s 34(2)(b)). This identifies a specific local government interest recognised in the instrument.
Persons taking overland flow water
The statutory limits on taking overland flow water without a licence (s 50) directly affect landowners and agricultural operators who historically relied on overland flow, by constraining permitted purposes and capacities, and by requiring notification for larger existing works (ss 50-52). Those taking contaminated agricultural runoff are explicitly treated differently (s 50(3)).
Engineers and certifiers
The process for conversion of existing overland flow authorities to formal licences may require certificates from a registered professional engineer about the works’ capacity and intake rate, and the statute defines registered professional engineer by reference to the Professional Engineers Act 2002 (s 53).
Market and private enterprise effects
The combination of volumetric caps in schedule 5, the prohibition on increasing average authorised volume (s 18), and model-based simulation accounting for average volumes (s 18 definition, s 17) will affect water markets, trading potential, and the ability of firms to expand authorised water entitlements. The text directly places constraints on the ability to increase average authorised take, subject to enumerated licence-replacement exceptions (s 18).
Collectively, the instrument affects decision-makers within government, current and prospective licence holders, landowners with overland flow works, proponents of major projects seeking strategic water, downstream entitlement holders, engineers required for certification, environmental and cultural stakeholders, and local government where exceptions apply. The statute assigns rights and procedural protections to certain classes (existing holders, downstream entitlements), and allocates the administrative burden of notification and evidence provision to licence applicants and owners of specified works.
Key duties and rights
The text establishes a set of duties for the chief executive, licence applicants, and owners of certain works, and creates rights or limitations that affect licence holders and others.
Duties of the chief executive
Ensure all decisions about allocation or management of water (except decisions about water permits) are consistent with environmental flow objectives in schedule 4 (s 16).
Use the IQQM simulation for the simulation period to assess consistency with those objectives, or approve an alternative method only if satisfied it is at least as accurate (s 17).
Not make a decision that would increase the average simulated volume allowed under any authorisation, subject to specified exceptions (s 18).
Consider a prescriptive list of factors when preparing and implementing the process for dealing with unallocated water in the resource operations plan, including ecological, social and economic impacts and the availability of alternative supplies (s 32).
When deciding pass flow conditions for licences from the reserves and for licences to interfere with water associated with unallocated water, consider existing downstream entitlement holders and follow minimum pass flow requirements specified for certain catchments (ss 31, 36).
Decide whether a project qualifies as of regional significance for strategic-reserve allocation having regard to the outcomes under chapter 3, economic and social impact, public interest and other relevant considerations (s 27).
Duties of applicants and owners
Applicants for licences to interfere with water by impounding must satisfy the chief executive that the proposed use is an allowable purpose (stock/domestic, pumping pool) or falls within the listed exceptions, and ensure storage capacity is limited to what is necessary to enable operations while minimising in‑stream impacts (ss 34-35).
Owners of land with existing overland flow works of capacity more than 20 ML must notify the chief executive in an approved form and supply any other information reasonably required (s 51).
Owners of existing overland flow works may continue to use them for one year after plan commencement and beyond if section 51 is complied with (s 52).
Under an allocation process in the resource operations plan, licence or authority holders may be required to supply a certificate from a registered professional engineer detailing works capacity and intake rates (s 53).
Rights, limitations and entitlements
Strategic reserve water may be granted only for State purposes (s 24), and when granted for significant projects it is time-limited to the life of the project, reverting to the reserve on completion (s 26). This creates a right to temporary allocation for government projects, subject to administrative criteria.
General reserve water may be granted for any purpose, subject to volumetric caps set out in schedule 5, part 2 (s 28; sch 5).
Licences issued from reserves must include pass flow conditions that meet catchment-specific minima; applicants have the right to be granted licences only within these constraints (ss 31, 36).
Existing overland flow works that do not increase average annual take (including permitted reconfigurations) are treated as existing works and may be used under transitional authority provisions (s 52).
The chief executive may approve an alternative assessment method to IQQM, but only if satisfied the alternative will assess consistency with objectives at least as accurately as IQQM, so applicants have an opportunity to seek alternative methods but must meet a high accuracy standard (s 17(2)-(3)).
Procedural rights are implied by the duty to consider listed matters, for example the statutory requirement to consider existing downstream entitlement holders when setting pass flow conditions (ss 31, 36) creates a procedural protection for those holders. The statute also creates specific exceptions to general prohibitions, for example the narrow statutory exceptions to the impoundment limitations (s 34(2)) and the listed exceptions to s 18 that allow certain licence replacements and water permits to be unaffected.
Administrative constraints and evidentiary duties fall on applicants, particularly where engineering certification or historical take estimates are used in allocation under the resource operations plan (s 53). The instrument therefore distributes duties mainly toward the chief executive for policy implementation and toward applicants and owners for evidence, notification and design constraints.
Penalties and enforcement
The provided text contains no express penalty provisions or detailed enforcement procedures. It sets out regulatory constraints, procedural requirements and duties on the chief executive and affected parties, but does not itself specify contraventions, fines, criminal offences, compliance notices, or enforcement mechanisms such as suspension or revocation within the pages provided. The statutory provisions that might provide enforcement mechanisms are referenced but not reproduced here, for example the text refers to processes under the principal Act (see references at ss 33, 32, 53 to the Act’s s 206 and s 212), which likely contain the application frameworks and may contain enforcement provisions; those parts of the Act are not included in the supplied text.
Consequences of that omission for practitioners
Unspecified enforcement responses within this instrument mean that compliance risk management must consider the enforcement regime in the principal Act and any enforcement, penalty or compliance powers in the resource operations plan made under the Act. Users cannot rely on the provided instrument alone to identify sanctions for breach.
Administrative discretion by the chief executive (for example to approve alternative methods under s 17, or to decide pass flow conditions under ss 31 and 36) will be the locus for remedial or corrective action. Where the instrument requires applicants to provide information or certifiers’ certificates (s 53), failure to provide that material will likely affect decision outcomes, but whether it attracts a separate administrative penalty is not specified here.
Transitional provisions, such as permitted continued use of existing overland flow works for one year (s 52), indicate that the statute contemplates regulated transition rather than immediate punitive severance, but post-transition consequences are not described in the text provided beyond process requirements (s 53).
Enforcement mechanisms likely to be relevant (but not stated here)
Administrative refusal of licences or variation of conditions is the immediate tool the chief executive has under the decision-making framework set out. The text’s many prescriptive requirements and mandatory considerations provide substantive bases on which decisions can be made, and therefore on which refusals or conditional grants might be justified.
Compliance with licence conditions (pass flow conditions, rate limits, volumetric limits, storage capacity limits) will presumably be monitored and enforced under the broader Act and resource operations plan, neither of which is reproduced.
Notification requirements for owners of existing works (s 51) create an administrative reporting duty; failure to notify could affect an owner’s continuing authority to use works after the transitional period, but the provided text does not state a specific penalty for failing to notify.
For legal advice, the absence of named penalties and enforcement processes in the supplied provisions means the next step is to consult the principal Act and the applicable resource operations plan for the plan area to identify statutory penalties, infringement notices, powers of entry, compliance notices, civil remedies, and appeal or review pathways. Practitioners should also check whether the resource operations plan or other subordinate instruments set out enforcement policies and compliance frameworks that operationalise the duties set out here.
How it interacts with other laws
The instrument includes explicit cross-references to the primary water Act and to the Environmental Protection Act 1994, and it was previously linked to the Sustainable Planning Act 2009; those references establish points of interaction and overlapping regimes.
Cross-references to primary Act processes
Part 3 of chapter 5 applies to applications made under s 206 of the principal Act for a water licence to interfere with water by impounding (s 33). The resource operations plan’s process for allocating unallocated water may be framed under s 212 of the Act, and s 53 expressly refers to allocation under s 212 (s 32(1), s 53(1)). These cross-references mean that the decision-making procedures, appeal rights, and other administrative law processes provided in those sections of the principal Act remain part of the operative legal framework. The provided text prescribes substantive constraints and considerations, while procedural enforcement and appeal mechanisms are likely in the Act.
Interaction with environmental approvals
Section 50(2)(d) and (e) create exceptions for taking overland flow water of an amount necessary to satisfy requirements under an environmental authority issued under the Environmental Protection Act 1994, or a development permit for an environmentally relevant activity (other than mining or petroleum) under that Act. This makes the Environmental Protection Act an operative part of the permissioning framework for certain types of overland flow taking, by exempting small, project-specific authorised takes from the general prohibition in s 50. Practitioners must coordinate compliance under both regimes where environmental authorities or development permits intersect with water taking.
Professional regulation link
Section 53 uses the term registered professional engineer and defines it by reference to the Professional Engineers Act 2002. That creates an intersection with professional registration law for any certificate required in the allocation process for existing overland flow works. It establishes an evidentiary threshold that can only be met by a person with statutory registration credentials.
Omitted or formerly linked statutes
Section 55, relating to the Sustainable Planning Act 2009, is marked omitted (s 55 om 2016 SL No. 216 s 146 sch 20). The omission indicates an historical link between the water plan and the planning regime that has since been removed, but the fact of the omission is relevant for tracing how the water instrument formerly interacted with planning law.
Internal consistency with resource operations plan
The instrument mandates the resource operations plan include the process for dealing with unallocated water and requires that the chief executive consider a detailed set of ecological and socio‑economic matters in preparing and implementing that process (s 32). The resource operations plan is therefore a statutory vehicle for operationalising interaction with local planning, environmental designations, and project assessments. Where those plans are made under the principal Act they will interact with statutory land use and infrastructure planning regimes.
Implications for overlapping private law and market arrangements
The statutory prohibition on decisions that would increase average authorised volumes (s 18) and the imposition of volumetric caps in schedule 5 will interact with private water markets and any transfer regimes established under the Act. The instrument does not itself displace contracts, but it places limits on government action that could affect the supply side available for trade. Because the average volume measure is calculated by simulation via IQQM (s 18 definition; s 17), parties relying on historical allocation or trade must account for the model-based metrics when evaluating legal entitlements or negotiating transfers.
In practice, effective compliance and dispute assessment must examine the principal Act’s procedural and enforcement sections referenced in this text, the relevant resource operations plan that operationalises the allocation process, environmental approvals under the Environmental Protection Act 1994 where relevant, and professional registration requirements for certifiers. The instrument creates substantive constraints that overlay these other regimes and prescribes that inter-agency and inter‑statutory coordination be part of decision-making.
Amendment history
The supplied text contains explicit in-line amendment and omission annotations that document changes to the instrument. The relevant annotations in the text are the basis for the amendment history that follows; no additional amendment history beyond these annotations is stated in the provided material.
Noted amendments and omissions
Section 18: annotated "s 18 amd 2014 SL No. 142 s 3". The effect in the supplied text shows the substantive provision and its exceptions, and the 2014 amendment is recorded in-line. The structure of s 18 as shown includes the definition of average volume and the listed exceptions, as amended.
Section 19: annotated "s 19 om 2014 SL No. 142 s 4". This indicates that the original s 19 was omitted by the 2014 subordinate legislation (No. 142). The current text contains no operative s 19 substantive provisions.
Sections 20-22 (and ss 38-40): annotated "s 20 om 2014 SL No. 142 s 5", "s 21 om 2014 SL No. 142 s 5", "s 22 om 2014 SL No. 142 s 5" and s 38-40 similarly annotated "s 38 om 2014 SL No. 142 s 6" etc. These annotations show that those sections were omitted by subordinate legislation in 2014.
Section 41: annotated "s 41 amd 2014 SL No. 142 s 7". The provision presented includes the list of elements licences must state, and the notation records that 2014 subordinate legislation amended that section.
Section 50: annotated "s 50 amd 2013 Act No. 23 s 352 sch 1 pt 2". This identifies an amendment made in 2013 by Act No. 23, specifically by s 352 and schedule 1 part 2, which altered s 50’s content, including the definition of contaminated agricultural runoff water and the enumerated exceptions for permitted overland flow taking.
Sections 52-54: the accompanying notes show the drafting conventions and the current form; s 53 includes a defined term reference to the Professional Engineers Act 2002, indicating linkage preserved across amendments.
Section 55: annotated "s 55 om 2016 SL No. 216 s 146 sch 20". This records the omission of s 55 in 2016 by subordinate legislation No. 216.
How to use these amendment pointers
The annotations identify the most recent subordinate legislation and Acts that altered the instrument in the supplied excerpts. They should be treated as internal markers that an amendment occurred at the indicated dates and instruments. For a complete legislative history, practitioners must consult the consolidated legislation and the repository of subordinate legislation and amending Acts to retrieve the text removed or the pre-amendment versions, and to confirm any other amendments not captured in these in-line annotations.
Where a section is marked omitted, for example s 19 and s 20-22, that indicates those provisions no longer operate as part of the instrument; any regulatory effects previously originating in those sections will now be absent or relocated. The omission of s 55 shows an explicit de-linkage from the Sustainable Planning Act 2009 in 2016.
Limitations of the supplied amendment record
The supplied text does not provide full legislative instruments or dates beyond the in-line annotations, and it does not reproduce the text of deleted sections. It therefore records only that amendments or omissions occurred and the instrument responsible, without showing the prior statutory language. For full historical reconstruction, consult the legislative archive and the amending instruments cited in the annotations.
Practitioners should use the in-line annotations here as a starting map, then check the official consolidated statute and amending instruments cited (2013 Act No. 23; 2014 SL No. 142; 2016 SL No. 216) to obtain the complete amendment trail and to ensure they are working from the latest consolidated text.
Litigation history
The supplied instrument contains no judicial decisions, reported litigation, or references to cases adjudicating its provisions. No case names or litigation citations are present in the text provided. Consequently, the following observations reflect only what is apparent from the omissions in the supplied material.
Implications of the absence of litigation references in the text
There are no statutory notes or marginal references in the supplied extract that indicate judicial interpretation, allowed challenges or precedent on the instrument’s technical elements, such as the use of IQQM as the assessment tool, the calculation of average simulated volume, the validity of alternative assessment methods, the enforceability of pass flow minima, or the legality of the absolute prohibition on impoundment in named catchments.
Where provisions establish technical standards and modelling requirements (for example ss 17 and 18), litigation risk often centres on administrative law challenges: claims that the chief executive failed to consider required factors, that an alternative method was wrongly approved, or that decisions conflict with environmental objectives. The supplied text does not include any recorded decisions of that kind.
Areas where litigation might typically arise, given the statutory design
Challenges to the chief executive’s exercise of discretion under s 17 (approval of alternative assessment methods) or ss 31/36 (setting pass flow conditions), for failure to apply mandatory considerations listed in s 32 or for procedural unfairness.
Disputes about computation of average volume under s 18; because average volume is defined by simulation over a specified simulation period, there may be controversies over choice of the simulation period, modelling inputs, or retrospective application, none of which are addressed by the supplied text.
Conflicts arising from conversion of existing overland flow authorities to water licences under the resource operations plan process (s 53), including evidence requirements, the role of engineering certificates, and historical volumetric estimates.
Interpretation challenges to the scope of permitted impoundment exceptions in s 34, or to the application of the absolute prohibition under s 37 in particular watercourses.
Absent decisions increase legal uncertainty
Because the text contains no reported litigation guiding interpretation, practitioners must be cautious and should plan for administrative review processes and potential judicial review on points of administrative discretion and technical modelling. Where disputes are contemplated between licence applicants and the chief executive, or between downstream entitlement holders and applicants, the absence of precedent in this instrument means outcome expectations are derived from statutory language and the broader Act and administrative law principles, not from settled case law specific to these provisions.
Recommendation for practitioners
To identify any relevant litigation address the principal Act and the resource operations plan, and search judicial databases and tribunal records for cases challenging decisions taken under the Act and plans referring to similar provisions or the same modelling techniques (IQQM). The supplied extract does not provide such material and therefore cannot be used to identify or summarise litigation history.
Gotchas
The instrument contains several drafting features and transitional provisions that create practical traps and implementation risks for applicants, landowners and regulators. The following points are drawn directly from the statutory text.
Model primacy and the burden for alternatives
The IQQM simulation for the simulation period is mandated as the assessment tool for consistency with environmental flow objectives, and the chief executive may approve a different method only if satisfied it is at least as accurate as IQQM (s 17). Practitioners seeking to rely on an alternative modelling approach face a high evidentiary bar to demonstrate equal accuracy and should anticipate rigorous technical scrutiny and potential disputes about what constitutes the simulation period, input datasets, and calibration.
Simulation-based calculation of average volume
The average volume that cannot be increased under s 18 is defined by simulated extraction over the simulation period, not actual metered historical use alone. That distinction can produce counterintuitive outcomes where simulation parameters differ materially from measured take, and it may affect the ability to trade or expand entitlements even where actual historical use is stable. Licence replacement exceptions in s 18 exist but are narrowly defined, so practitioners must examine whether proposed licence changes fall within those exceptions.
Pass flow conditions with numerical minima
Pass flow minima are specified by formula and numeric thresholds for named catchments (s 31 and s 36). Where a catchment’s upstream area must be multiplied by a factor (for Baffle Creek 0.3561, for Littabella Creek 1), ensuring accurate catchment delineation and upstream area calculation is essential, because errors will directly affect the required pass flow. Applicants should verify catchment area delineation methods used by the responsible agency, and models should use the identical upstream-area definitions used by the regulator.
Absolute prohibitions and narrow exceptions
Section 37 prohibits any impoundment interference in Baffle Creek and two catchment areas. Section 34 limits impoundment licences to specific purposes, with narrow exceptions. Practitioners must not assume impoundment will be permitted without first confirming whether a proposed location falls into a prohibited area or an exception, and should confirm whether any local exceptions such as the Gladstone Regional Council Bottle Creek exception (s 34(2)(b)) apply.
Transitional treatment of existing overland flow works
Existing overland flow works over 20 ML can be used for one year after plan commencement and may continue if the owner complies with the notification requirement (s 52). Owners who fail to notify under s 51 may lose the right to continue after the transition year. The definition of "existing overland flow works" includes reconfigurations that do not increase average annual take, but proving no net increase may require historical data and technical evidence, hence early notification and technical documentation are advisable.
Measurement device omission
Section 19 is marked omitted (s 19 om 2014), indicating the instrument does not currently include statutory provisions on measuring devices. That omission creates a compliance blind spot for parties expecting statutory specifications on metering, and uncertainly about how take is to be measured and verified in practice. Practitioners should obtain the resource operations plan and principal Act provisions to determine metering and measurement obligations.
Engineering certification requirement risk
The process for issuing replacement licences to owners of existing overland flow works may require a certificate from a registered professional engineer detailing capacity and intake rate (s 53). The requirement limits who can provide such certification to persons registered under the Professional Engineers Act 2002. Applicants should ensure access to an appropriately qualified registrant and anticipate potential technical challenges to the certification.
Interaction with environmental approvals
Section 50 provides exceptions for overland flow to meet conditions of environmental authorities under the Environmental Protection Act 1994. Parties relying on environmental approvals to take overland flow should ensure the environmental authority sufficiently describes the water-taking requirements because the water instrument allows only "the amount necessary" to satisfy those requirements. Misalignment between project approvals and water plan processes can cause compliance problems.
Project time-limits for strategic reserve allocations
Water granted from the strategic reserve for projects of State or regional significance is granted only for the life of the project and must return to the strategic reserve on conclusion (s 26). Proponents should plan for reversion of water allocations and model project economics accordingly; treating strategic-reserve water as permanent could expose projects to mid-life water shortages.
Narrow licence content variability
Water licences must state prescribed elements (s 41). The statutory exclusion of one particular licence (46952B) from a content requirement is a reminder that specific historical instruments may differ, creating complexity for portfolio holders with mixed licence vintages. Practitioners should audit all licences for compliance with the current standard and for legacy differences.
These practical "gotchas" derive directly from the wording, definitions and cross-references in the provided text. Addressing them requires early technical engagement with modelling and engineering specialists, careful review of historical take records and licence instruments, timely notification where required, and confirmation of measurement and enforcement provisions in the principal Act and the applicable resource operations plan.
How to comply
This section provides a practical, source‑grounded compliance checklist based on the express duties, conditions and processes in the instrument. It assumes readers will consult the resource operations plan and the principal Act for procedural and enforcement detail that is not reproduced here.
Assessment and modelling (ss 16-17, s 18)
Use the IQQM computer program’s simulation for the simulation period to assess consistency with schedule 4 environmental flow objectives, unless you obtain the chief executive’s written approval for an alternative method (s 17). Document model inputs, calibration, and the simulation period thoroughly, because the statute uses simulation outputs to measure average volumes and compliance.
If proposing an alternative assessment method, prepare a technical justification demonstrating that the method assesses consistency with the environmental flow objectives at least as accurately as IQQM, and submit this to the chief executive for approval. Expect rigorous technical scrutiny and be prepared to supply modelling comparisons and sensitivity analyses (s 17(2)-(3)).
Avoid increasing simulated average volumes (s 18)
Before seeking any allocation or management decision, calculate the average volume of water allowed under existing authorisations using the statutory simulation-based definition in s 18. Ensure that any proposed decisions do not increase this average, unless the decision fits one of the specific exceptions (water permits; reinstating expired licences; replacing licences as described; unallocated water) listed in s 18(2).
For licence replacements and transfers, confirm whether arrangements fall within the statutory exceptions in s 18(2). If not, obtain regulatory advice prior to submitting applications.
Dealing with unallocated water and reserve applications (ss 23-29, s 32)
Review schedule 5 to confirm volumetric limits for strategic and general unallocated water in the relevant catchment (ss 25, 29; sch 5). Ensure any application for unallocated water complies with those volumetric caps.
Prepare an application and supporting evidence that addresses the full list of considerations the chief executive must take into account under s 32(2), including purpose, efficiency of use, extent of existing take, availability of alternative supplies, potential impacts on existing users, groundwater considerations, and the full range of ecological, recreational and cultural values listed. Where possible, provide quantitative assessments of alternative supply options and efficiency improvements.
If applying for strategic-reserve water for a project of State or regional significance, be prepared to demonstrate how the project meets the statutory criteria for regional significance (s 27), and accept that any allocation is likely to be time-limited to the life of the project and will revert to the reserve on project completion (s 26).
Pass flow conditions and impoundment constraints (ss 30-37)
For any licence to take water from a watercourse granted from the reserves, ensure the application accounts for pass flow conditions as required by s 31. Calculate the minimum pass flow using the catchment-specific formulae and numeric minima where applicable, and provide the chief executive with catchment-area calculations and rationale supporting the proposed point of take.
If proposing an impoundment, limit proposed storage capacity to that necessary to enable pump operation while minimising impact on in‑stream water levels and the matters in s 32(2)(h)(i)-(ix). Consider and document alternative methods (for example, pump wells) that may reduce in‑stream impact, since the chief executive must consider such alternatives (s 35(3)).
Check whether the proposed location falls within the absolute prohibition zones in s 37 (Baffle Creek, Eurimbula Creek catchment, Worthington Creek catchment). If so, do not propose impoundment there.
Existing overland flow works and transitional compliance (ss 50-54)
If you own land with existing overland flow works with capacity over 20 ML, provide notice to the chief executive in the approved form as required by s 51 and retain records of the notification and any information supplied.
You may continue to use the works for one year after plan commencement, but to continue beyond that transition you must have complied with the notification requirement (s 52). Start the notification process early to preserve ongoing use rights.
Where the resource operations plan establishes a process for converting existing authorities to water licences, be prepared to provide historical estimates of average annual volumes, and, if required, obtain certification from a registered professional engineer about the works’ capacity and intake rates (s 53). Engage an appropriately registered professional engineer early to perform any necessary assessments and provide certification in the required format.
Licence content and documentation (ss 41, 54)
Ensure licence applications specify the required elements: one of the stated purpose categories (stock and domestic; rural; any), maximum rate, daily volumetric limit, nominal entitlement, licence conditions (including flow and storage conditions) and any monthly volumetric limits as required (s 41). For overland flow licences, make sure at least one of the rate, daily limit, nominal entitlement or maximum storage volume is specified (s 54).
For portfolio management, audit existing licences against the current statutory content requirements and identify any legacy licences (for example the excluded licence 46952B mentioned in s 41) that may not conform to new standards so that you can plan for compliance or restructuring under the resource operations plan processes.
Professional and technical evidence
Where the resource operations plan or the chief executive’s processes require engineering certification, ensure that the certifier is a registered professional engineer under the Professional Engineers Act 2002, and obtain certificates that clearly state capacity, intake rates and any other required parameters (s 53).
Maintain robust records of metering, site plans, historic extraction volumes and any environmental monitoring that bears on environmental flow objectives, pass flow compliance and historical use estimates required under conversion processes.
Coordination with environmental approvals and other statutory regimes
If the water-taking activity is linked to an environmental authority or development permit under the Environmental Protection Act 1994, ensure the environmental instrument’s water-taking conditions are synchronized with water plan requirements, because limited overland flow taking is permitted to meet environmental authority requirements (s 50(2)(d)).
Confirm metering and measurement obligations in the principal Act and the applicable resource operations plan, given that s 19 is omitted in this instrument and does not set measurement device standards.
Engage early with the regulator
Given the chief executive’s centralised decision-making role, early engagement is important. If proposing non-standard modelling, impoundment designs, or use of strategic-reserve water, request pre-application meetings to understand data expectations, catchment-area delineation methods used by the regulator for pass flow calculations, and the form of any engineering evidence required.
Document all communications with the chief executive and retain copies of approvals, especially if an alternative assessment method is approved under s 17, or if the resource operations plan requires particular evidentiary steps.
Record-keeping and audit readiness
Maintain contemporaneous records of simulation inputs and outputs, engineering certificates, notifications under s 51, licence documentation and any correspondence with the chief executive. Because the statute uses simulation outputs to measure average volumes, preserve modelling audits and metadata to support any later administrative review or audit.
This compliance checklist is drawn from the operative statutory provisions supplied. For enforcement mechanisms, appeal pathways and measurement standards not specified here, consult the principal Act, the applicable resource operations plan and any subordinate instruments that operationalise enforcement and metering regimes.
(c) replacing an original licence if the licence is to be replaced with 2 or more water licences; or
(d) replacing an expired licence with 1 or more licences; or
(e) unallocated water.
sec.19 Measuring devices
sec.19 Measuring devices
s 19 om 2014 SL No. 142 s 4
ch.5-pt.2 Unallocated water
Unallocated water
ch.5-pt.2-div.1 Continued moratorium and interim arrangements for applications
Continued moratorium and interim arrangements for applications
sec.20 Continued effect of moratorium notice— Act , s 46 (3)
sec.20 Continued effect of moratorium notice— Act , s 46 (3)
s 20 om 2014 SL No. 142 s 5
sec.21 Particular applications made before 16 July 2004
sec.21 Particular applications made before 16 July 2004
s 21 om 2014 SL No. 142 s 5
sec.22 Interim arrangements for applications about unallocated water
sec.22 Interim arrangements for applications about unallocated water
s 22 om 2014 SL No. 142 s 5
ch.5-pt.2-div.2 Unallocated water reserves
Unallocated water reserves
sec.23 Unallocated water held as strategic reserve and general reserve
sec.23 Unallocated water held as strategic reserve and general reserve
Unallocated water in the plan area is divided into a strategic reserve and a general reserve.
sec.24 Purpose for which unallocated water held as strategic reserve may be granted
sec.24 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.
sec.25 Volumetric limits
sec.25 Volumetric limits
The total of the nominal entitlements for all water licences to take unallocated water granted from the strategic reserve in a catchment area mentioned in schedule 5 , part 1 , column 1 is stated in schedule 5 , part 1 , column 2 opposite the area.
sec.26 Period for which water is granted for particular State purpose
sec.26 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 project of State significance;
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.
(sec.26-ssec.1) This section applies to the volume of water granted from the strategic reserve for either of the following State purposes— a project of State significance; a project of regional significance.
(sec.26-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 project of State significance;
(b) a project of regional significance.
sec.27 Projects that may be considered to be of regional significance
sec.27 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 under 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 under 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.28 Purpose for which unallocated water held as general reserve may be granted
sec.28 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.29 Volumetric limits
sec.29 Volumetric limits
The total of the nominal entitlements for all water licences to take unallocated water granted from the general reserve in a catchment area mentioned in schedule 5 , part 2 , column 1 is stated in schedule 5 , part 2 , column 2 opposite the area.
ch.5-pt.2-div.3 Other limitations on granting unallocated water
Other limitations on granting unallocated water
sec.30 Restrictions on taking water from lakes
sec.30 Restrictions on taking water from lakes
A water licence to take unallocated water, granted from either the strategic or general reserve, must not authorise the taking of water from a lake.
sec.31 Pass flow conditions for taking unallocated water
sec.31 Pass flow conditions for taking unallocated water
Water licences to take water from a watercourse granted from the strategic or general reserve must include a pass flow condition.
In deciding the pass flow condition, the chief executive must consider—
existing downstream entitlement holders; and
the daily volumetric limit to be stated on the licence.
The pass flow condition must be at least—
for the Baffle Creek catchment area, the greater of the following—
the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
86.4ML a day; or
for the Littabella Creek catchment area, the greater of the following—
the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
43ML a day; or
for the Broadwater Creek, Eurimbula Creek or Worthington Creek catchment area—86.4ML a day.
This section does not apply to a water licence to take water from an impoundment.
In this section—
pass flow condition means a condition on a water licence to take water that states the rate of flow in a watercourse that must, while water is being taken under the licence, be passing immediately downstream of the point on the watercourse at which water is taken under the licence.
(sec.31-ssec.1) Water licences to take water from a watercourse granted from the strategic or general reserve must include a pass flow condition.
(sec.31-ssec.2) In deciding the pass flow condition, the chief executive must consider— existing downstream entitlement holders; and the daily volumetric limit to be stated on the licence.
(sec.31-ssec.3) The pass flow condition must be at least— for the Baffle Creek catchment area, the greater of the following— the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561; 86.4ML a day; or for the Littabella Creek catchment area, the greater of the following— the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1; 43ML a day; or for the Broadwater Creek, Eurimbula Creek or Worthington Creek catchment area—86.4ML a day.
(sec.31-ssec.4) This section does not apply to a water licence to take water from an impoundment.
(sec.31-ssec.5) In this section— pass flow condition means a condition on a water licence to take water that states the rate of flow in a watercourse that must, while water is being taken under the licence, be passing immediately downstream of the point on the watercourse at which water is taken under the licence.
(a) existing downstream entitlement holders; and
(b) the daily volumetric limit to be stated on the licence.
(a) for the Baffle Creek catchment area, the greater of the following— (i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561; (ii) 86.4ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
(ii) 86.4ML a day; or
(b) for the Littabella Creek catchment area, the greater of the following— (i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1; (ii) 43ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
(ii) 43ML a day; or
(c) for the Broadwater Creek, Eurimbula Creek or Worthington Creek catchment area—86.4ML a day.
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 0.3561;
(ii) 86.4ML a day; or
(i) the flow, expressed in megalitres a day, worked out by multiplying the catchment area upstream of the proposed point of take, expressed in square kilometres, by 1;
(ii) 43ML a day; or
ch.5-pt.2-div.4 Dealing with unallocated water under the resource operations plan
Dealing with unallocated water under the resource operations plan
sec.32 Process for dealing with unallocated water
sec.32 Process for dealing with unallocated water
The resource operations plan includes the process for dealing with unallocated water in the plan area.
In preparing and implementing the process the chief executive is to consider the following—
the purpose for which the water is required;
the efficiency of existing and proposed water use practices;
the extent to which water is being taken under existing authorisations in the plan area;
the availability of an alternative water supply for the purpose for which the water is required;
the impact the proposed taking of, or interfering with, the water may have on existing water users in the plan area;
whether the proposed taking or interfering is likely to have a direct adverse effect on groundwater flows;
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 stream bed features;
the natural seasonality of flows and zero flows;
the replenishment of refuge pools that enable movement of in-stream biota;
the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains;
the impact the taking of, or proposed taking of, water may have on the following—
water quality;
the natural movement of sediment;
the bed and banks of a watercourse or lake;
riparian vegetation;
habitats for native plants and animals;
the movement of fish and other aquatic species;
the recreational and aesthetic values of the plan area;
cultural values, including, for example, cultural values of the traditional owners of the plan area;
the ecological values of watercourses, lakes or springs.
Subsection (2) does not limit the matters the chief executive may consider.
(sec.32-ssec.1) The resource operations plan includes the process for dealing with unallocated water in the plan area.
(sec.32-ssec.2) In preparing and implementing the process the chief executive is to consider the following— the purpose for which the water is required; the efficiency of existing and proposed water use practices; the extent to which water is being taken under existing authorisations in the plan area; the availability of an alternative water supply for the purpose for which the water is required; the impact the proposed taking of, or interfering with, the water may have on existing water users in the plan area; whether the proposed taking or interfering is likely to have a direct adverse effect on groundwater flows; 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 stream bed features; the natural seasonality of flows and zero flows; the replenishment of refuge pools that enable movement of in-stream biota; the lateral connectivity between rivers in the plan area and their adjacent riverine environments including floodplains; the impact the taking of, or proposed taking of, water may have on the following— water quality; the natural movement of sediment; the bed and banks of a watercourse or lake; riparian vegetation; habitats for native plants and animals; the movement of fish and
This is an opening excerpt, not the complete document.