Key Benefits:
Article 40.1 of the recast text of the Water Law, approved by the Royal Legislative Decree 1/2001 of 20 July, states that hydrological planning will have as general objectives the good state and the right protection of the Public Domain Water and Water, the satisfaction of water demands, the balance and harmonization of regional and sectoral development, increasing the availability of the resource, protecting its quality, saving its employment and rationalizing their uses in harmony with the environment and other resources natural. In this sense, the aforementioned article, in paragraph 3, states that the hydrological planning is carried out through the river basin management plans and the National Hydrological Plan, the latter approved by Law 10/2001 of 5 July of the Plan National Hydrologic.
The regulatory framework for hydrological planning is set up by Directive 2000 /60/EC of the European Parliament and of the Council of 23 October establishing a Community framework for action in the field of hydrological water policy; the recast of the Water Law; Law 10/2001 of 5 July; the Regulation of the Public Hydraulic Domain that develops the preliminary titles, I, IV, V, VI, VII and VIII of the recast text of the Water Law, approved by the Royal Decree 849/1986 of 11 April; the Regulation of the Hydrological Planning, approved by the Royal Decree 907/2007 of 6 July; Order ARM/2656/2008 of 10 September, approving the Instruction of Hydrological Planning; Law 21/2013 of 9 December of Environmental Assessment; Royal Decree 60/2011 of 21 January, on the environmental quality standards in the field of water policy; Royal Decree 1620/2007 of 7 December establishing the legal regime for the reuse of sewage water; Royal Decree 1514/2009 of 2 October 2009, by the protection of groundwater against pollution and deterioration; the Royal Decree 903/2010, of July 9, of assessment and management of flood risks. In addition, in the field of flood management, account shall be taken of: the Agreement of the Council of Ministers of 29 July 2011 approving the State Plan for Civil Protection in the face of the Flood Risk and the Council Agreement of Ministers of 9 December 1994 approving the Basic Guideline for the Planning of Civil Protection for the Risk of Flood, where the content and basic functions of the special plans are laid down in the light of the risk of autonomic flooding.
The previous regulatory framework is completed by Royal Decree 650/1987 of 8 May, defining the territorial areas of the basin bodies and the hydrological plans, the Royal Decree 125/2007 of 2 February, laying down the territorial scope of the river basin districts; Royal Decree 126/2007 of 2 February 2007 governing the composition, operation and the powers of the committees of competent authorities of the demarcations (a) hydrographics with inter-community basins, and Royal Decree 1704/2011 of 18 November 2011, for which The composition, structure and functioning of the Water Council of the Spanish part of the Tagus Hydrographic Demarcation is established.
This regulatory framework falls within the scope of international treaties signed by Spain, in particular the United Nations Convention on the Protection and Use of Transboundary Water Courses and Lakes International cooperation, in Helsinki on 17 March 1992 and the Convention on cooperation for the protection and sustainable use of the waters of the Spanish-Portuguese river basins, made in Albufeira on 30 November 1998.
Article 40.3 of the recast of the Water Law establishes that the territorial scope of each hydrological plan will be matched with that of the corresponding hydrographic demarcation. In this sense, the Royal Decree 125/2007, of February 2, in its article 3.4 has delimited the Spanish part of the River Basin District as the territorial scope that comprises the Spanish territory of the river basin Garlic.
Consequently, the Hydrographic Confederation of the Tagus, being the Basin Agency of this Hydrographic Demarcation, has elaborated this Hydrological Plan, which implies the repeal of the previous Water Plan of the Tagus basin approved by Royal Decree 1664/1998 of 24 July 1998 approving the river basin management plans, which also extends to the determinations of the normative content of this Plan which was published by the Order of 13 of August 1999.
The competition of the Tagus Hydrographic Confederation is based on the provisions of Article 23.1.a) of the recast text of the Water Law and has been expressed through its Board of Government and the Council of Water Water. Demarcation of the form that is related below.
The procedure followed by the Hydrographic Confederation of Tagus, for the elaboration of this Hydrological Plan has been developed in three stages: a first, in which according to the article 78.1 of the Hydrological Planning was developed a work program that included a schedule on the planned phases, a general study of the Demarcation and the formulas of consultation; a second in which an Interim Outline of Themes was elaborated Important in the field of water management of the Hydrographic Demarcation; and another third in which the the wording of the Hydrological Plan itself.
In the second stage of the hydrological planning process, and following the mandatory public consultation over a period of six months, the Tagus Hydrographic Confederation produced a report on the proposals, comments and suggestions received from the Provisional Outline of Important Issues, incorporating those suggestions which I consider to be appropriate in this way.
Subsequently, by virtue of the unique transitional arrangement incorporated in the Regulation of the Hydrological Planning, by Royal Decree 1161/2010 of 17 September, and not yet the Council of Water of the Demarcation, the Important Topics Scheme was submitted to a mandatory report of the Board of Government of the Basin Agency, as the Water Council of the basin has become obsolete, following the agreement of the Committee of Competent Authorities. Then, the Government Board of the Tagus Hydrographic Confederation dated November 3, 2010 issued a favorable report to the document. On the same day, the Committee of Demarcation Competent Authorities agreed.
In the third stage of the planning process, the Basin Agency drafted the proposal for the Project of Hydrological Plan of the Spanish part of the River Basin District. The elaboration of the Plan was guided by environmental, economic and social sustainability criteria in the use of water through integrated management and long-term protection of water resources, prevention of deterioration of water status, protection and improvement of the environment and aquatic ecosystems, reduction of pollution and prevention of the effects of floods and droughts.
During the process of drawing up the Plan, it has been tried to provide the content of the plan with a pedagogical character that allows the different users of the water, the knowledge of the state regulations that serve as a regulatory framework and which is governed by the law. To this end, it is understood as water users and, in general, of the goods of the Public Water Domain, to those who make some use of them, understanding as uses of the water the different classes of utilization of the water resource, as well as any other activity having significant effects on the state of the waters. The users of transboundary waters of the Tagus basin will have the same rights and obligations to participate in the Boards of Exploitation as the remaining water users of the Spanish Tagus basin, without prejudice to their The inclusion characteristics, as set out in Articles 41 and 42 of Royal Decree 927/1988 of 29 July, approving the Regulation of the Public Administration of Water and Hydrological Planning, are weighted in half.
On the other hand, in relation to the content of the Plan, and for the purpose of ensuring the achievement of the objectives and criteria of the hydrological planning, as stated in article 40.1 of the recast of the Law of Waters, It is necessary to accommodate the cycle of revision of the drought and flood plans to that of the Demarcation Hydrological Plan, since the content of the first impacts directly on the determination of the objectives and the measures for the achievement of the second.
In this sense, the final provision first amends the Special Plan of Action in Situations of Alert and Eventual Drought of the River Basin of Tajo, approved by Order MAM/698/2007, of March 21. While its formal review has not yet been carried out, it is appropriate to reflect that the precepts of the new Hydrological Plan modify certain values of the system of indicators and thresholds set out in that Special Plan. This is a technical precision, pending the review of the Special Drought Plan for adaptation to the current circumstances of the basin's operating systems and to ensure the full coherence between the basin management systems. Special Plan and the Hydrological Plan.
In parallel with the elaboration of the Hydrological Plan, interactively throughout its development and decision-making process, the process of strategic environmental assessment of the Plan has been carried out, with the provisions of Article 71.6 of the Hydrological Planning Regulation. Thus, this Hydrological Plan has been submitted to the aforementioned procedure, as established by Law 9/2006, of 28 April, repealed by Law 21/2013, of 9 December, of environmental assessment, in order to integrate the environmental aspects in the planning.
Consequently, on August 26, 2008, the Tagus Hydrographic Confederation, responsible for the elaboration of the Hydrological Plan and, therefore, a promoter in the process of strategic environmental assessment, issued the document The Ministry of Environment, the Ministry of Environment, and the Ministry of Agriculture, the Ministry of Agriculture, the Ministry of Agriculture, the Ministry of Agriculture, the Ministry of Agriculture, and the Ministry of Agriculture, Food and Environment, the beginning of the process of elaboration of the Hydrological Plan, according to determined Article 18 of Law 9/2006 of 28 April.
Following the mandatory consultation procedure for the public authorities concerned and the public concerned, the environmental body issued, dated 7 May 2009, the Reference Document, as provided for in Articles 9 and 19 of the Treaty. cited law. The Reference Document defines the strategic environmental criteria, the applicable sustainability principles and the content of the information to be taken into account in the preparation of the Environmental Sustainability Report of the Plan. Hydrologic.
The Environmental Sustainability Report identifies, describes and evaluates the likely significant effects on the environment arising from the Hydrological Plan of the Spanish part of the Tagus Hydrographic Demarcation, as well as reasonable, technically and environmentally viable alternatives, which take into account the objectives and the territorial scope of application of the same.
Following the process of elaboration of the Plan, prior to the mandatory public consultation of the proposal of the Project of Hydrological Plan and in order to promote and to make effective the active participation of the parties In the planning process, the Hydrographic Confederation of the Tagus organized information days, workshops, sectoral and territorial tables in different places of the Hydrographic Demarcation aimed at the interested parties and the general public as well as the publishing and dissemination of information brochures.
The proposal for the Hydrological Plan Project and the Environmental Sustainability Report were submitted to public consultation for a period of six months, from March 20 to September 20, 2013.
The period of public consultation was completed, the Hydrographic Confederation of the Tagus made a report on the proposals and suggestions received, incorporating those that I consider appropriate and, subsequently on November 12, 2013
to the Demarcation Water Council, the Committee of Demarcation Competent Authorities (Comité de Autoridades Competentes de la Demarcation) (Comité de Autoridades Competentes de la Demarcation) agreedThe final wording of the proposal for the Hydrological Plan Project and the Sustainability Report were submitted on December 2, 2013 to the Ministry of Agriculture, Food and Environment, and in this proposal was The Environmental Report, issued on November 29, 2013 and approved by the Secretary of State for the Environment on December 23, 2013, in accordance with Article 80.4 of the Hydrological Planning Regulation.
The Ministry of Agriculture, Food and Environment submitted the project to the National Water Council, which issued its preceptively report dated December 26, 2013, as a step prior to its approval by royal decree by the government.
The contents of this Plan are accommodated in accordance with Article 42 of the recast of the Water Law and following the provisions of Article 81 of the Hydrological Planning Regulation, the documentation of the Plan Hydrologic of the Spanish part of the River Basin District is structured in, on the one hand, the Memory, accompanied by ten years and the Program of Measures as an independent document, and on the other hand, the Normative with ten years, that includes the determinations of the normative content of the Plan and which is an inseparable part of the actual present decree to which they are integrated. Without this being binding the content of the Plan provided for in the Memory and its annexes, and in particular the Program of Measures, since according to article 40.4 of the recast of the Law of Water the hydrological plans are public and binding.
Effectively, the Programme of Measures is a binding and binding instrument, from which its main mandates of a normative nature have been extracted for the purpose of moving them to the royal decree, so the basic principles of such program, are structurally included in the cited "Normative", but do not therefore cease to have the rest of the Program of Measures character of mandatory compliance.
The publicity of the Hydrological Plan, taking into account the extent of each of the parts in which it is structured, materializes, as it appears in the fourth additional provision of this royal decree, through: the formal publication of the normative content of the Plan and its annexes, together with the royal decree of approval, in the "Official State Gazette"; and the publication of the Memory and its annexes, and the Program of Measures on the Web page of the Confederation Hydrographic of the Tagus.
The royal decree consists of two articles, eight additional provisions, a transitional provision, a derogation provision, three final provisions, and the Plan's Regulations.
The legislation adopted consists of 62 articles, structured in 13 dedicated chapters: the territorial scope, the definition of water bodies, the environmental objectives, the ecological flow rates, the priority and the compatibility of uses, allocations and reserves of resources, use of the Public Water Domain, protection of Public Domain Water and water quality, financial economic regime of use of Public Domain Hydraulics, monitoring and review of the Hydrological Plan, the organization and the procedure for making public participation, drought indicators and the programme of measures effective.
In its virtue, on the proposal of the Minister of Agriculture, Food and Environment, with the prior approval of the Minister of Finance and Public Administrations, in agreement with the State Council, and after deliberation by the Council of Ministers at their meeting on 11 April 2014,
DISPONGO:
Article 1. Approval of the Hydrological Plan of the Spanish part of the River Basin Demarcation.
1. According to the provisions of Article 40.5 of the recast of the Water Law, approved by the Royal Legislative Decree 1/2001, of July 20, the Hydrological Plan of the Spanish part of the River Basin District is approved.
2. The structure of the Hydrological Plan of the Spanish part of the River Basin District in accordance with Article 81 of the Hydrological Planning Regulation, approved by Royal Decree 907/2007 of 6 July, is as follows:
(a) A Memory and ten years with the following titles: Very modified water handles (Annex 1); Inventory of resources (Annex 2); Characterisation of claims (Annex 3); Protected areas (Annex 4); Ecological Caudals (Annex 5); Allocation and reserves of resources for use (Annex 6); Inventory of pressures (Annex 7); Environmental objectives and exemptions (Annex 8); Recovery of costs (Annex 9); and Consultation and public participation (Annex 10). And the Program of Measures.
(b) A Regulation of the Plan which is inserted into this royal decree accompanied by ten years, with the following titles: Surface water and type (Annex I); Artificial or highly modified water bodies (Annex II); reference and state change limits for bodies of surface water (Annex III); Mases of groundwater (Annex IV); Environmental targets (Annex V); Ecological Caudals (Annex VI); Dotations (Annex VII); River natural reserves (Annex VII) VIII); Indicators and operating thresholds set out in the Special Action Plan in situations of alert and eventual drought in the river basin of Tagus (Annex IX); and List of measures (Annex X).
3. The territorial scope of the Hydrological Plan of the Spanish part of the River Basin District is defined in article 3.4 of the Royal Decree 125/2007 of 2 February, which establishes the territorial scope of the demarcations. hydrographic.
Article 2. Conditions for the realization of hydraulic infrastructures promoted by the General Administration of the State.
The hydraulic infrastructures promoted by the General Administration of the State and provided for in the Plan, will be subjected, prior to their realization, to an analysis on their technical, economic and environmental feasibility by the General Administration of the State. In any case, their construction will be subject to the existing rules on environmental impact assessment, budgetary availability and the corresponding sectoral plans, where their specific rules so provide.
Additional disposition first. Cross-border water bodies.
All references to the water bodies that this Hydrological Plan carries out are limited from a normative point of view to the Spanish part of the River Basin Demarcation. Consequently, the transboundary water bodies of the Demarcation referred to in the Plan, as well as their typologies, reference conditions and environmental objectives, may be modified according to the results of the work of the cooperation with Portugal carried out by the Ministry of Agriculture, Food and the Environment under the Convention on Cooperation for the Protection and Sustainable Use of Watershed Waters Spanish-Portuguese, done at Albufeira on 30 November 1998 and amended by the revision protocol done at Madrid and Lisbon on 4 April 2008.
Additional provision second. Adaptation and consolidation of metrics and thresholds for the assessment of the status of water bodies.
By Order of the Minister of Agriculture, Food and the Environment, on a proposal from the Tagus Hydrographic Confederation, and after a favorable report from the Demarcation Water Council, they will be able to incorporate, adapt and consolidate the metrics, reference conditions and thresholds necessary to assess the status of the water bodies of the Spanish part of the River Basin District, until a suitable assessment is achieved for the purpose of presenting a integrated and coherent image of the state of the water bodies, in accordance with the new provisions or the new scientific and technical developments, both national and Community, to be made in the identification and use of these parameters.
It is considered that there is no deterioration of the water masses in case it is the result of the incorporation of new parameters that offer a more precise determination of their state. In order to verify the evolution of the state of the water masses, in the successive revisions of the Hydrological Plan will be detailed together with the most updated assessment, the collection initially in this Plan.
Additional provision third. Program of Measures.
Within the Program of Measures provided for in the Memory, as an independent document, which forms part of this Hydrological Plan, will be prioritized, according to the budgetary resources, those actions that affect on bodies of water which have a worse status or potential than 'good', in order to achieve the proposed environmental objectives and achieve good or potential status within the prescribed time-limits. In addition, measures that are more sustainable from an environmental and economic and social point of view will be encouraged within these actions.
All without prejudice to the obligation to comply with the parts of the List of Measures incorporated in Annex X and those other parts of which its binding character is derived.
Additional provision fourth. Advertising.
Given the public nature of the hydrological plans, in accordance with the provisions of Article 40.4 of the recast of the Water Law, any person may consult the full contents of the Plan at the headquarters of the Confederation Hydrographic of the Tagus. This information will also be available in the planning section of your website (www.chtajo.es).
You may also obtain copies or certificates of the ends of the same in accordance with the provisions of Article 37 of Law 30/1992, of 26 November, of the Legal Regime of Public Administrations and of the Procedure Common Administrative, and access to its content in the terms provided for in Law 27/2006, of July 18, which regulates the rights of access to information, public participation and access to justice in the field of the environment.
Additional provision fifth. Integration of the protection of the water environment into other sectoral policies.
In order to achieve a high level of protection and improvement of the quality of the aquatic environment, in accordance with Article 43.3 of the recast of the Water Law, the requirements of the protection of the water environment must be integration into the definition and implementation of the sectoral policies, plans, programmes and projects to be developed in the Spanish part of the Tagus Hydrographic Demarcation, in particular in order to promote a rational, balanced and sustainable use of the water.
Additional provision sixth. Economic regime.
The application of this royal decree will not result in any increase in personnel spending. The new human resource needs that may arise as a result of the regulatory obligations under this royal decree must be met by reordering or redistributing personnel.
Additional provision seventh. Declaration of public utility and social interest.
In accordance with Article 44.2 of the recast text of the Water Act, and Article 91 of the Hydrological Planning Regulation, they are declared to be of public utility for the purposes of the Law of 16 December 1954, Forced expropriation, the projects and works necessary for the implementation of all the related infrastructures in the Program of Measures of the Hydrological Plan, as well as the lands that are not of precise public domain for the achievement of the environmental objectives of the surface and underground water bodies of the Plan.
Additional disposition octave. Update and review of the Water Plan of the Spanish part of the River Basin Demarcation.
In accordance with paragraph 6 of the 11th additional provision of the recast text of the Water Act and its development in Title III of the Hydrological Planning Regulation, this Plan will be updated and revised before. of 31 December 2015.
Single transient arrangement. Entry into force of Article 26 of the Regulation.
In accordance with the second transitional provision of Law 21/2013 of 9 December, of environmental assessment, the entry into force of points 2 and 3 of Article 26 of the Plan Regulation will be phased out in accordance with the the following prescriptions:
1. The introduction of the new reference level of 400 cubic hectolitres for the definition of a transfer of surplus in the Tagus heading will follow a transitional regime so that this new level will be reached at most in five years according to the next procedure.
2. At the date of entry into force of the plan, the level will be increased by 32 cubic hectolitres, and will be raised by additional steps of 32 cubic hectolitres on 1 January of each successive year, up to 400 hectolitres of final cubic metres. Similarly, the curve of definition of exceptional hydrological conditions in force at the entry into force of the Plan will be raised simultaneously and in the same amount, and the operating rules in force can be applied using these new ones. levels until the end of the transitional period, at which time the exceptional conditions curve will be replaced by the new one.
3. If at the start or at any time of the transitional period a level of packed stocks of 900 cubic hectolitres were reached, both the new reference level of 400 cubic hectolitres and the exceptional conditions curve would enter in effect immediately.
4. The Central Committee for the exploitation of the Tajo-Segura Aqueduct will ensure the application of these criteria and will resolve any incidents that may arise during the transition period.
Single repeal provision. Repeal of the Tagus Basin Hydrological Plan.
Article 1 (1) (c) of Royal Decree 1664/1998 of 24 July 1998 laying down the river basin hydrological plans and the Order of 13 August 1999 laying down the provisions of the Treaty on the European Union (OJ L 115, 7.4.1998, p. 1). publication of the determinations of normative content of the Tagus Basin Hydrological Plan.
Final disposition first. Modification of the Special Plan of Action in Situations of Alert and Eventual Drought of the River Basin of the Tagus.
For the purpose of ensuring consistency between the Hydrological Plan and the system of indicators and the measures for the prevention and mitigation of droughts established in the Special Action Plan in the Event of Alert and Eventual Drought of the river basin of the Tagus, approved by Order MAM/698/2007, of 21 March, is amended Chapter 5 (System of indicators and definition of thresholds) of the aforementioned PES, with the wording given by the Annex IX of the Regulations of the Plan Hydrologic.
Final disposition second. Competence title.
This royal decree is issued in accordance with the provisions of Article 149.1.22. of the Spanish Constitution which attributes to the State jurisdiction over legislation, the ordination and the granting of resources and the use of water. when the waters run through more than one autonomous community.
Final disposition third. Entry into force.
This royal decree will enter into force on the day following its publication in the "Official State Gazette".
Dado en Madrid, el 11 de abril de 2014.
JOHN CARLOS R.
The Minister of Agriculture, Food and the Environment,
MIGUEL ARIAS CANETE
PART OF THE HYDROLOGICAL PLAN OF THE SPANISH PART OF THE RIVER BASIN DISTRICT
INDEX
CHAPTER 1. Territorial scope.
Article 1. Territorial scope.
CHAPTER 2. Definition of water bodies.
SECTION 1. Surface water masses.
Article 2. Identification and delimitation of surface water masses.
Article 3. Ratio of very modified and artificial water bodies.
Article 4. Masses of transboundary waters.
Article 5. Reference conditions.
SECTION 2. Underground water handles.
Article 6. Identification and delimitation of groundwater bodies.
Article 7. Threshold values for groundwater bodies.
CHAPTER 3. Environmental objectives.
Article 8. Environmental objectives.
Article 9. Deadline for achieving environmental objectives.
Article 10. Less stringent environmental objectives.
Article 11. Temporary deterioration of the state of the water masses.
Article 12. Conditions for new modifications or alterations.
CHAPTER 4. Ecological flow rates.
Article 13. Ecological flows under ordinary conditions.
Article 14. Compliance with the ecological flow rate regime.
Article 15. Ecological flows in declared drought conditions.
Article 16. Additional rules for the implementation of the ecological flow rate regime.
Article 17. Additional flow rates.
CHAPTER 5. Priority and compatibility of uses.
Article 18. Order of uses preferences.
Article 19. Additional rules on preferences for uses.
Article 20. Compatibility of uses.
CHAPTER 6. Resource allocation and reserve.
Article 21. Definition of operating systems.
Article 22. Time horizons.
Article 23. Resource allocation and reserve.
Article 24. Reserves for hydro-electric uses.
Article 25. Other reservations.
Article 26. Tao-Segura aqueduct.
CHAPTER 7. Use of the Hydraulic Public Domain.
SECTION 1. Common and proprietary uses.
Article 27. Proprietary use by legal disposition.
SECTION 2. Authorizations and Concessions.
Article 28. General provisions.
Article 29. Justification of the water demand in the grant applications.
Article 30. Compatibility with the river basin management plan.
Article 31. Environmental restrictions.
Article 32. Limitation of concessional time limits.
Article 33. Declaration of public utility for the purposes of expropriation of use.
Article 34. Review of concessions.
SECTION 3. Water envelopes.
Article 35. Water envelopes for population supply.
Article 36. Guarantee criterion for the supply of stocks.
Article 37. Water envelopes for irrigation.
Article 38. Guarantee criteria for irrigation.
Article 39. Water envelopes for livestock use.
Article 40. Water envelopes for industrial use.
Article 41. Aquaculture.
Article 42. Recreational uses.
Article 43. Navigation and water transport.
SECTION 4. Rules of application for specific uses.
Article 44. Concessions for electricity production use.
Article 45. Groundwater tapping.
Article 46. Geothermal harness for air conditioning.
Article 47. Communities of groundwater users.
CHAPTER 8. Protection of the water supply and water quality.
SECTION 1. Protection zones.
Article 48. River natural reserves.
Article 49. Protection of surface water fetches for human consumption.
Article 50. Protection of groundwater fetches for human consumption.
Article 51. Bodies of groundwater intended for the supply of stocks.
Article 52. Mineral and thermal water protection perimeters.
Article 53. Special protection measures for the public domain.
SECTION 2. Discharges.
Article 54. Discharges from urban areas.
CHAPTER 9. Financial economic regime for the use of the Hydraulic Public Domain.
Article 55. Recovery of the cost of water services.
CHAPTER 10. Monitoring and review of the hydrological plan.
Article 56. Ecological flows adopted after the hydrological plan.
Article 57. Review and follow-up of the hydrological plan.
CHAPTER 11. Organization and procedure for making public participation effective.
Article 58. Information system.
Article 59. Public participation.
Article 60. Competent authorities.
CHAPTER 12. Drought indicators.
Article 61. Drought indicators.
CHAPTER 13. Program of measures.
Article 62. Program of measures.
ANEJOS
Annex I. Surface water masses and types.
Annex II. Artificial or highly modified water bodies.
Annex III. Reference conditions and state change limits for surface water masses.
Annex IV. Bodies of groundwater.
Annex V. Environmental targets.
Annex VI. Ecological flows.
Annex VII. Endowments.
Annex VIII. River natural reserves.
Annex IX. Indicators and operating thresholds set out in the Special Action Plan in situations of alert and eventual drought in the Tagus basin.
Annex X. Listing of measures.
CHAPTER 1
Territorial Scope
Article 1. Territorial scope.
The territorial scope of the present river basin management plan is the territory of the Spanish part of the river basin district defined in Article 3.4 of Royal Decree 125/2007 of 2 February, fixing the territorial scope of the river basin districts.
CHAPTER 2
Water Mass Definition
Section 1. Surface water masses
Article 2. Identification and delimitation of surface water masses.
According to Article 5 of the Regulation of Hydrological Planning, approved by Royal Decree 907/2007 of 6 July, Table 1 of 0 shows the types of water bodies present in the Tagus basin, and Table 2 The surface water masses are defined.
Article 3. Ratio of very modified and artificial water bodies.
According to Article 8 of the Hydrological Planning Regulation, the 0 is related to very modified and artificial water bodies.
Article 4. Masses of transboundary waters.
1. Among the surface water masses defined in the 0, they have consideration of transboundary water bodies of the international demarcation of the Tagus, those that include transboundary waters, considering as such the waters that, according to the definition included in the Convention on cooperation for the sustainable use of the waters of the Spanish-Portuguese hydrographic basins, made in Albufeira on 30 November 1998, traversing or located at the borders between the two States.
2. The transboundary water masses of the international demarcation of the Tagus proposed by the Plan are:
• ES030MSPF1028010. River Sever from the border point to the Cedillo Reservoir. (PT05TEJO0905).
• ES030MSPF1029010. River Sever river head to border point. (Pto5Tejo0918).
• ES030MSPF1001020. Cedillo Reservoir.
• ES030MSPF1006010. River Erjas from the PTO5TEJO891 border point to the Cedillo reservoir.
• ES030MSPF1007010. River Erjas River between border points (PTO5TEJO864).
• ES030MSPF1008010. River Erjas between border points (PTO5TEJO786).
• ES030MSPF1009010 Rio Header Erges (PTO5TEJO779).
3. The identification and definitive delimitation of the transboundary water masses of the Tagus demarcation will be carried out through the review of the present Hydrological Plan, which will require the Commission's favorable prior report for the application. and Development of the Albufeira Convention, on the joint proposal made by the Tagus Hydrographic Confederation and the corresponding Portuguese Agency.
4. Similarly, the Commission's favourable prior report on the implementation and development of the Albufeira Convention will be required to modify the position of the points of origin or final points of the Spanish water bodies that have continuity. in another mass of water within the territory of Portugal.
Article 5. Reference conditions.
1. The reference conditions and the changes in the status of the indicators, for the assessment of the ecological status of the surface water masses, are collected in the tables of Annex IV.
2. The determination of the chemical status of the surface water masses will be based on the environmental quality standards, collected in Royal Decree 60/2011 of January 21, on the environmental quality standards in the field of water policy. waters.
3. State indicators, reference conditions and environmental quality standards may be updated or supplemented by additional new metrics in the terms provided for in regulation and in the application of other quality standards. formally established.
Section 2. Underground water handles
Article 6. Identification and delimitation of groundwater bodies.
According to article 9.1 of the Hydrological Planning Regulation, in Table 1 of Annex IV, the bodies of groundwater are delimited. No transboundary groundwater masses are defined or shared with other demarcations.
Article 7. Threshold values for groundwater bodies.
The threshold values adopted in this hydrological plan for pollutants, to be used for the assessment of the chemical status of the groundwater bodies of the Spanish part of the river basin district, have been calculated on the basis of Article 3 of Royal Decree 1514/2009 of 2 October on the protection of groundwater against pollution and deterioration, and are those set out in Table 2 of the Annex IV.
CHAPTER 3
Environmental goals
Article 8. Environmental objectives.
The environmental objectives to be achieved in the different water bodies of the demarcation shall be those defined in Annex V. (Tables 1 and 2).
In no case shall the achievement of the environmental objectives established for the water bodies of the demarcation be endangered, as well as compliance with the principle of non-deterioration, without prejudice to the provisions of the Articles 36 to 39 of the Hydrological Planning Regulation.
Specific studies will be developed for those water bodies where environmental objectives could not be defined.
Article 9. Deadline for achieving environmental objectives.
In Annex V, the deadlines for achieving the environmental objectives are indicated, including the extensions that are determined by reason that the technical and economic possibilities to achieve them cannot be achieved before the deadline.
Article 10. Less stringent environmental objectives.
According to the conditions set out in Article 37 of the Hydrological Planning Regulation, table 3 of the Annex V sets less stringent objectives and limit values of good status for the water bodies. surface.
Article 11. Temporary deterioration of the state of the water masses.
According to Article 38 of the Hydrological Planning Regulation, the unforeseen or exceptional conditions for admitting the temporary deterioration of water bodies are as follows:
(a) The serious flooding, understanding as such for this exclusive purpose those that exceed the zone of preferential flow, according to the definition that for the same establishes the article 3 of the Royal Decree 903/2010, of 9 of July, of assessment and management of flood risks.
(b) Drought declared, considering as such those contained in the Special Plan of Action in Situations of Alert and Eventual Drought, approved by ORDER MAM/698/2007, of 21 March.
c) Other extreme natural phenomena such as earthquakes, tornadoes, avalanches and analogues.
d) Occasional accidental dumping, failures in waste storage systems, fires in industries, transport accidents and the like.
e) Circumstances arising from forest fires.
f) Terrorist attacks.
In addition, such circumstances must meet the remaining conditions that for situations of temporary deterioration establish Article 38.2 of the Hydrological Planning Regulation.
Article 12. Conditions for new modifications or alterations.
1. In accordance with Article 39 of the Hydrological Planning Regulation, the environmental objectives set out in this Hydrological Plan may be modified or altered, even if this prevents a good ecological status or ecological potential of a mass of surface water, or a good state of a body of groundwater or, where appropriate, a deterioration of the state of a surface water or groundwater mass, when it is established that such modification or alteration complies with the following: conditions:
a. That all feasible measures are taken to alleviate the adverse effects on the state of the water mass.
b. That the reasons for the modifications or alterations are recorded and specifically explain the hydrological plan.
c. That the reasons for the changes or alterations are of higher public interest, and that the benefits to the environment and the society of achieving the environmental objectives are offset by the benefits of the new changes or alterations to public health, maintenance of human security or sustainable development.
d. That the benefits obtained from such changes or changes in the mass of water cannot be achieved, for reasons of technical feasibility or disproportionate costs, by other means which constitute a significant environmental option better.
2. The environmental objectives referred to in this hydrological plan have been established taking into account the actions taken in the programmes of measures included therein. Any other action or action not expressly provided for in one of those programmes shall require their assessment individually, in accordance with the provisions of the preceding paragraphs. As possible actions likely to produce modifications of the water bodies, which were included in Law 10/2001 of 5 July, of the National Hydrological Plan, but not considered for the calculation of the environmental objectives, it is possible to Quote the following:
Table 1. Actions declared of general interest in the PHN
| MASA NAME | ||
|---|---|---|
| ES030MSPF0704020 | Rosarito Reservoir. | Existing Tietar River Regulation and Irrigation Consolidation. |
|
ES030MSPF0723010 | \cs6\f1\cf6\lang1024 \cs6\f1\cf6\lang1024} {\cs6\f1\cf6\lang1024} | |
| \cs6\f1\cf6\lang1024} | Connection between the Sorbe and Bornova river | |
|
ES030MSPF0317020 | Belena Reservoir. | |
| ES030MSPF0322010 | Rio Bornova to Alcorlo Reservoir. | |
|
ES030MSPF0321002 | Alcorlo Reservoir. |
3. They would also be able to produce changes in water bodies that should be considered appropriate in future national plans, especially in the National Plan for Reuse of Regenerated Waters and in the revision of the National Hydrological Plan.
CHAPTER 4
Ecological flow regimes
Article 13. Ecological flows under ordinary conditions.
1. In accordance with the provisions of Article 18.1 of the Hydrological Planning Regulation, the minimum ecological flow rate for the strategic water bodies listed in Table 1 of Annex VI is fixed, with the values quarterly as indicated in Table 2 of Annex VI, in situations of hydrological normality.
2. From the date of approval of this Hydrological Plan, the minimum flow rates circulated by Aranjuez, Toledo and Talavera de la Reina will not be lower than those set in Table 3 of Annex VI, guaranteeing their compliance with the system's resources. integrated of the basin.
3. The minimum ecological flow rates shall be controlled by the basin organism at the measurement points indicated in Table 1 of Annex VI.
4. The minimum ecological flows indicated may be modified in the following reviews of the Hydrological Plan in accordance with the general rules in force.
Article 14. Compliance with the ecological flow rate regime.
1. The minimum ecological flow rate set out in Table 2 of Annex VI shall be deemed to be met when, reaching the total quarterly volume resulting from the instants fixed, the instantaneous flow rates exceed at all times 80% of the value of the minimum flow rate. The periods in which Article 15 is applicable are not considered to be considered in this calculation.
2. In the Memory are presented for indicative only effects, the results of previous studies on minimum flows, maximums, exchange rates and flow rates, therefore they will not be required in the time horizon of this Plan, without prejudice to the provisions of Article 16.3.
Taking into account this data, in the next review of the Plan, which will have to take place before 31 December 2015, ecological flow rates should be reviewed, completed and implemented in the form that is appropriate.
For the maximum flow rates and flow rates, account shall be taken of the hazard and flood risk maps to be carried out in the development of the provisions of Royal Decree 903/2010 of 9 July 2010. assessment and management of flood risk.
3. Minimum ecological flows exceeding the equivalent of the natural regime shall not be required.
4. Hydroelectric power plants with concessional flow rates equal to the minimum ecological flow rate, located at the foot of the dam and leaving the channel at the same point, may be installed. The minimum ecological flow rate regime shall be deemed to be satisfied if it complies with the provisions of Article 14.1.
Article 15. Ecological flows in declared drought conditions.
1. In accordance with Article 18.4 of the Hydrological Planning Regulation, where one of the stages of the drought situation is declared in accordance with the procedure laid down in the Special Plan for Action in situations of alert and eventual drought, approved by Order MAM 698/2007, of 21 March, as well as its subsequent modifications, will be able to temporarily reduce the minimum ecological flows, having to comply in any case the provisions of article 38.2 of the Regulation.
2. The next revision of this hydrological plan will define the minimum ecological flows of drought and the thresholds that identify the degree of drought in which the less demanding flow rate will apply.
Article 16. Additional rules for the implementation of the ecological flow rate regime.
1. When, as a result of the implementation of the ecological flow rate regime in accordance with 0, there is an increase in the same rates as for the minimum established by law or court judgment, the circulation of the rivers from the increase of the flow rate Minimum provided from regulatory works must be respected in all water bodies located downstream by the current concessionaires, leaving the additional flows free to circulate for environmental objectives. of said bodies of water, without producing any mermas or alterations thereof in quantity and quality, whatever the concessional terms set out in the relevant concessions. In view of the nature of additional minimum flow rates provided from regulatory works for environmental reasons, dealers located downstream shall be obliged to circulate such flows without altering their arrangements, not having right to compensation for this concept.
2. When assessing the compatibility with the hydrological plan of requests for concessions or authorisations, both for surface water and groundwater, the report shall take into account the hydrological and, where appropriate, hydrobiological indicators define the minimum ecological flow rates and which are included in the hydrological plan for all water bodies category river.
3. For the maintenance of the ecological flow rate regime in the case of surface water bodies fed by aquifers, the compatibility reports shall take into account that, in the absence of specific determinations, the extraction of the aquifer do not exceed a value that prevents the contribution of groundwater to the ecological flow rate to be proportionate to that provided by surface runoff. In no case, the extractions of the groundwater bodies shall exceed the available resources as referred to in Table 14 included in Article 31.
Article 17. Additional flow rates.
Autonomous or local public administrations, as well as public or private companies that, by virtue of an enabling title, manage works of capture or regulation in the Public Domain Hydraulic, may propose to the Basin organism the introduction of additional systems of environmental flows in other bodies of water other than those related to the Anejo VI, providing the flow rates from the infrastructures they manage, although the only ones the ecological flow rates required for the time horizon of this plan shall be the collected in that Annex VI. The Tagus Hydrographic Confederation shall take into consideration these additional arrangements for the review, where appropriate, of the hydrological plan.
CHAPTER 5
Use priority and compatibility
Article 18. Order of uses preferences.
1. For the purposes of Article 60 of the recast text of the Water Law, regarding the order granting concessions, the order of preference of uses for the resource exploitation systems of the Tagus basin is maintained. defined in Article 98 of the Regulation of the Public Hydraulic Domain, approved by Royal Decree 849/1986 of 11 April, with the classification of uses defined in Article 49a.
2. The order of preference for paragraph 1 shall apply to the use of water reused by concessions.
Article 19. Additional rules on preferences for uses.
1. In the supply of population, preference will be given to requests relating to communities, consortia or integrated systems of municipalities, as well as initiatives to replace water with quality problems with surface water or adequate quality underground.
2. In the areas of irrigation and agricultural use, for the new transformations and the extension of the existing use, they will have a preference for the declared ones of general interest. Among the opportunities for new irrigation will be those of a social and economic character. In addition, the fact that they are located in areas that have previously dedicated irrigation areas for the benefit of public services or infrastructure will be considered favourably.
3. In industrial uses for the production of electrical energy, the preference will be for those uses defined expressly in energy planning and for those that take full advantage of a stretch of river.
4. In the case of other industrial uses, the lower consumption of water per generated employment and lower environmental impact will be preferred.
Article 20. Compatibility of uses.
1. Two uses are considered to be compatible with each other when:
a) It is feasible for your satisfaction to share the same resource.
b) Do not alter the time distribution of the volumes required by the other.
c) None alters the quality of water required by the other.
2. In general, within each class, and on equal terms, priority shall be given to:
(a) The actions that are directed towards a policy of water saving, improvement of the quality of the resources and the recovery of the environmental values.
b) The joint and coordinated exploitation of all available resources, including sewage, and the artificial recharge of aquifers.
c) Community and cooperative projects.
3. In the same use, the use of greater public or general utility, as well as those that introduce technical improvements that result in less water consumption and, among those of the same type, are considered to be preferred. favorable to the state of the water masses. Within the use of waterings, pre-existing irrigates that are underrepresented, whose efficiency is equal to or greater than that established in this Plan, as well as those that implement good agricultural practices for the prevention of the disease, will be preferred. diffuse pollution.
CHAPTER 6
Resource allocation and reserve
Article 21. Definition of operating systems
1. Pursuant to Article 19.1 of the Hydrological Planning Regulation, the systems for the exploitation of resources collected in the following scheme are adopted:
Table 2. Operating Systems
2. The scope of the resource exploitation systems is the one defined below:
• Single operating system. It corresponds to the whole of the Spanish part of the Tagus basin. It encompasses the rest of the operating systems.
• Integrated High Basin System (SICA). It corresponds to the whole of the Tagus basin upstream of the Azutan Reservoir. It encompasses the operating systems Cabezra, Tajuna, Henares, Jarama-Guadarrama, Alberche and Tajo Izquierda, which are integrated into a system as a whole for the purposes set out in the Hydrological Planning Regulation for having interlinked, among other aspects, the allocation and reserve of resources for different uses and demands, without prejudice to their individualized analysis for the achievement of the objectives of each water mass.
• Header System. It comprises the entire basin of the Tagus River upstream of Aranjuez, just before the confluence of the river Jarama.
• Tajuna system. It comprises the entire river basin of the Tajuna river to its mouth in the river Jarama.
• Henar System. It comprises the entire river basin of the Henares River to its mouth in the river Jarama.
• Jarama-Guadarrama system. It covers the entire river basins of the Jarama and Guadarrama rivers to its mouth in the Tagus River, minus the extension of the Tajuna and Henares operating systems.
• Alberche System. It comprises the entire basin of the Alberche River to its mouth in the Tagus River.
• System Tagus Left. It comprises the basin of the River Tagus upstream of the Azutan reservoir, minus the extension of the operating systems Cabezra, Tajuna, Henares, Jarama-Guadarrama and Alberche.
• Tietar System. It comprises the entire river basin of the Tietar River to its mouth in the Tagus River.
• Arrago System. It comprises the entire river basin of the Arrago River to its mouth in the Alagon River.
• Alagon System. It comprises the whole of the Alagon River basin to its mouth in the Tagus River, minus the extension of the Larrago operating system.
• System Under Tagus. It comprises the whole of the Spanish part of the Tagus basin minus the extension of the operating systems Cabezera, Tajuna, Henares, Jarama-Guadarrama, Alberche, Tajo Izquierda, Tietar, Arrago and Alagón.
The groundwater masses are linked to resource exploitation systems according to the following table:
Table 3. Groundwater ratio with operating systems
Article 22. Time horizons.
The time horizons for resource allocation and reserve are as follows:
• Allocation of resources: demands contemplated for the year 2015.
• Reserve of resources: reserves needed to meet a reasonable growth of demands or reasonable growth of existing ones.
Article 23. Resource allocation and reserve.
1. Taking into account the provisions of Articles 20 and 21 of the Hydrological Planning Regulation and on the basis of the operating systems defined in the 0, the following tables set out the allocation of resources for the foreseeable demands in the horizon 2015 for the purposes of Article 91 of the Regulation of the Public Hydraulic Domain.
The allocation of resources is done respecting the restriction that constitutes the ecological flows detailed in the 0, according to article 59.7 of the recast text of the Law of Waters. The allocations correspond to the total demand for each unit, without discounting the subsequent returns.
Some demands cannot be met with the resources, rules of use, operating rules and hydraulic infrastructure planned for 2015. The deficit is the part of the demand that does not meet the guarantee criteria set out in section 3.1.2 of the Water Planning Instruction.
Table 4. Allocation of resources in the Header exploitation system
| Name | Assignment (hm³ /year) | Deficit (hmt/ano) | |||
|---|---|---|---|---|---|
| Demands |
|
|
|||
| SAT01A00 | Waters Above Buendía | 3.34 | - | ||
|
SAT01A01 | Entrepenes y Buendía | 2.29 | 0.00 | ||
|
SAT01A02 | Commonwealth of the Guadiela River | 1.04 | 0.00 | ||
|
SAT06A01 | Sunflower Commonwealth | 3.23 | 0.00 | ||
| SAT06A03 | Algodor Commonwealth | 23.57 |
0.00 | ||
| Total Urban Demands | 33.47 | 0.00 | |||
| Agricultural Demands |
|
| |||
|
Agricultural Demands |
|
| |||
|
SAT01R01 |
7.16 | - | |||
| SAT01R02 | Unregulated private goodbyes Guadiela | 11.55 | - | ||
| SAT01R03 | Almoguera Regable Zone (Illa-Leganiel) |
10.19 | 0.00 | ||
| SAT01R04 | Close-to-be Reable Zone |
18.86 | 0.00 | ||
|
SAT01R05 | Bolarque private regadios- Stream | 11.22 | 0.00 | ||
|
SAT01R06 | Real Garlic Oil | 23.32 | 0.00 | ||
|
SAT01R07 | Caz Chico-Azuda | 16.81 | 0.00 | ||
|
SAT01R08 | Regadios private Narrow-Jarama | 29,30 | 0.00 | ||
| SAT01R09 | 3.04 | 0.00 | 3.04 | ||
| 39.82 | 39.82 | 39.82 | 0.00 | ||
| SAT01R11 | Rg. Bolarcu-Jarama private non-regulated | 1.73 | - | ||
| SAT01R12 |
4.06 | 0.00 | |||
| 0,06 |
Sist cattlemen. Expl. Header | 1.03 | - | ||
| Total surface agricultural demands |
178.07 | 0.00 | |||
|
Agricultural Demands |
|
| |||
| SUB02R00 | Regadio ES030MSBT030.002 | 0.62 | 0.00 | ||
|
SUB03R00 | Regadio ES030MSBT030.003 | 0.48 | 0.00 | ||
|
SUB09R00 | Regadio ES030MSBT030.009 | 1.55 | 0.00 | ||
|
SUB13R00 | Regadio ES030MSBT030.013 | 1.75 | 0.00 | ||
|
SUB14R00 |
Regadio ES030MSBT030.014 | 0.09 | 0,00 | ||
| 4.49 | 0,00 | ||||
| 182.56 | 0.00 |
||||
| Demands |
|
| |||
|
industrial demands |
|
| |||
| SAT01I00 | Sist non-network surface industry. Expl. Header | 0.05 | - | ||
|
- | Cooling Trillo Nuclear Power Plant | 37.80 | 0.00 | ||
|
Total Industrial Demands surface | 37.85 | 0.00 |
|||
| underground industrial demands |
|
| |||
| SUB02I00 | ES030MSBT030,002 Industry | 3.35 | 0.00 | ||
|
SUB03I00 | ES030MSBT030.003 Industry |
3.24 | 0.00 | ||
|
SUB09I00 | Industry ES030MSBT030.009 | 0.20 | 0.00 | ||
|
SUB13I00 | Industry ES030MSBT030.013 | 0.71 | 0.00 |
||
| SUB14I00 | ES030MSBT030.014 Industry | 0.19 | 0.00 | ||
|
Total underground industrial demands | 7.68 | 0.00 | |||
| Total Industrial Demands |
| ||||
| header | 261.57 |
0.00 | |||
All surface water demands of the Cabeza operating system are supplied with the system's own resources. In addition, demands placed on other operating systems are supplied from the Cabeza system. The supplies of the Community of Madrid and Toledo-Las Sagras (province of Toledo) are set out in paragraph 3 of this article.
Table 5. Allocation of resources in the Tajuna operating system
| Name | Assignment (hm³ /year) | Deficit (hmt/ano) | |||
|---|---|---|---|---|---|
| Demands |
|
|
|||
| SAT02A00 | Waters above the Tajera | 0.37 | - | ||
|
SAT02A01 | Zone 22 |
0.22 | 0.00 | ||
|
SAT02A02 | Tajuna River Commonwealth |
3.93 | 0.00 | ||
| SAT02A03 | Orusco | 4.61 | 0.00 | ||
| Total Urban Demands | 9.13 | 0.00 | |||
|
Demands |
|
| |||
|
Agricultural Demands |
|
| |||
| SAT02R01 | Private Tajuna Guadalajara | 3.80 | 0.00 | ||
|
SAT02R02 | High Non-Regulated Private Regadios Tajuna | 2.58 | - | ||
|
SAT02R03 | Private Regadios Tajuna Madrid | 22.49 | 0.00 | ||
|
SAT02R04 | Regadios non-regulated private under Tajuna | 2.79 | |||
| 11.09 | 11.09 |
1.66 | |||
|
SAT02G00 | Sist cattlemen. Expl. Tajuna | 0.44 | - | ||
| Total surface agricultural demands |
43.17 | 1.66 | |||
|
Agricultural Demands |
|
| |||
| SUB08R00 | Regadio ES030MSBT030.008 | 2.88 | 0.00 | ||
| Total Underground Agricultural Demands | 2.88 | 0.00 | |||
| Total Agricultural Demands | 46.05 | 1.66 | |||
| Demands |
|
|
|||
|
industrial demands |
|
| |||
| SAT02I00 | Sist non-network surface industry. Expl. Tajuna | 0.08 | - | ||
|
Total surface industrial demands |
0.08 | 0.00 | |||
|
Industrial Demands |
|
| |||
| SUB08I00 | ES030MSBT030.008 Industry | 4.47 | 0.00 | ||
| Total underground industrial demands | 4.47 | 0.00 | |||
| Total Industrial Demands | 4.55 |
0.00 | |||
| TOTAL TAJUNA | 59.72 | 1.66 |
|||
The surface water demands of the Tajuna operating system are supplied with the system's own resources, with the exception of the Orusco UDU (SAT02A03), which is connected to the Channel II network and is supplies part of it.
Table 6. Allocation of resources in the Henares operating system
| Name | Assignment (hm³ /year) | Deficit (hmt/ano) | |||
|---|---|---|---|---|---|
| Demands |
|
|
|||
|
SAT03A00 | Henar Header | 1.95 | - | ||
|
SAT03A01 | Palmaces | 0.02 | 0.00 | ||
|
SAT03A02 | Commonwealth Bornova | 1.03 | 0.00 |
||
| SAT03A03 | Sorbe Waters Commonwealth | 61.32 | 0.00 | ||
|
SAT03A04 | Muela Waters Community | 1.01 | 0.00 | ||
| SAT03A05 | 2.48 | ||||
| Total urban demands | 67.80 | 0.00 | |||
|
Demands |
|
| |||
|
|
|
SAT03R01 | |||
|
SAT03R01 |
Private Henares Header | 18.65 | 0.00 | ||
| SAT03R02 | Bornova Regable Zone | 14,14 | 0.00 | ||
| SAT03R03 | Henar Regable Zone |
45.37 | 0.00 | ||
| SAT03R04 | Private Regadios Aguas Abajo de Humanes | 20.23 | 0.00 |
||
|
SAT03R05 | Non-regulated private Regadios Henares | 9.66 | SAT03G00 | ||
| Sist cattlemen's Usos. Expl. Henars | 0.58 | - | |||
|
Total surface agricultural demands |
108.63 | 0.00 | |||
|
Agricultural Demands |
|
| |||
| SUB01R00 | Regadio ES030MSBT030.001 | 0.07 | 0.00 | ||
|
SUB05R00 | Regadio ES030MSBT030.005 | 0.11 | 0.00 | ||
|
SUB06R00 | Regadio ES030MSBT030.006 | 9.13 | 0.00 | ||
| Total groundwater demands |
9.30 | 0.00 | |||
| Total Agricultural Demands | 117.93 | 0.00 | |||
|
|
| Demands surface industrial |
|
| |
|
SAT03I00 | Sist non-network surface industry. Expl. Henars | 0.59 | - | ||
|
Total surface industrial demands |
0.59 | 0.00 | |||
|
Industrial Demands |
|
| |||
| SUB01I00 | ES030MSBT030.001 Industry | 0.03 | 0.00 | ||
|
SUB05I00 | ES030MSBT030,005 Industry | 0.00 | 0.00 | ||
| SUB06I00 | Industry ES030MSBT030.006 | 9.97 | 0.00 | ||
| Total underground industrial demands | 10.01 | 0.00 | |||
| Total industrial demands | 10.60 | ||||
| TOTAL HENARES | 196.32 | 0.00 | |||
In relation to the Regable Zone of Cogolludo, whose works of transformation in irrigation were declared of general interest by Article 111 of Law 62/2003, of December 30, of fiscal, administrative and law measures social, the allocation of resources in the Henares operating system will be readjusted. This adjustment will take into account factors such as the real needs of the regable area, the extension of the regulated resources through the possible future connection Sorbe-Bornova, the joint exploitation of surface water and groundwater. on the system and tuning the resource allocation to the actual needs of the demand units in the system.
All surface water demands of the Henares operating system are supplied with the system's own resources.
Table 7. Allocation of resources in the Jarama-Guadarrama operating system
| Name | Assignment (hm³ /year) | Deficit (hm³ /year) | |||
|---|---|---|---|---|---|
|
Urban Demands |
|
| |||
| SAT04A00 | Jarama Header | 0.72 | - | ||
| SAT04A01 |
|
|
| ||
| SAT04A02 |
|
|
|
||
| SAT04A03 |
|
|
| ||
| SAT04A04 |
|
|
| ||
| SAT04A05 |
|
|
| ||
| SAT04A06 |
|
|
| ||
| SAT04A07 |
|
|
| ||
| SAT04A08 |
|
|
| ||
|
SAT04A09 |
|
|
| ||
|
SAT04A10 |
|
|
| ||
|
|
| ||||
| SAT04A12 | Isabel II Channel | 738.07 | 0.00 | ||
| SAT04A13 |
|
|
| ||
| SAT04A14 |
|
|
| ||
| SAT04A15 |
|
|
| ||
| SAT04A16 |
|
|
| ||
| SAT04A17 |
|
|
| ||
|
SAT04A18 |
|
|
| ||
|
|
|
| |||
|
|
|
| |||
| SAT04A21 |
|
|
| ||
| SAT04A22 |
|
|
| ||
| SAT04A23 |
|
|
| ||
| SAT04A24 |
|
|
| ||
|
SAT05A02 |
|
|
| ||
| 738.79 |
0.00 | ||||
| Demands |
|
| |||
|
Agricultural Demands |
|
| |||
| SAT04R01 | Private High Jarama Regadios |
15.72 | 0.00 | ||
| SAT04R02 | Private Manzanars | 9.17 | 0.00 | ||
| SAT04R03 | Unregulated Private Regadios Manzanares | 2.09 | - |
||
|
SAT04R04 | Real Jarama (I) | 83.09 | 0.00 | ||
| SAT04R05 | 72,15 | 0.00 | |||
| Private Regadios Under Jarama | 8.71 | 0.00 | |||
| SAT04R07 | Non-Regulated Private Regadios Jarama | 9.76 | - | ||
| SAT04R08 | Private Guadarrama Regadios | 8.95 | 0.00 | ||
| SAT04R09 | Unregulated Private Regadios Guadarrama | 2.62 | - | ||
|
SAT04G00 | Sist cattlemen. Expl. Jarama-Guad. | 1.85 | - | ||
|
Total surface agricultural demands |
214,10 | 0.00 | |||
|
Agricultural Demands |
|
| |||
| SUB04R00 | Regadio ES030MSBT030.004 | 0.61 | 0.00 | ||
|
SUB07R00 | Regadio ES030MSBT030.007 | 1.88 | 0.00 | ||
|
SUB10R00 | Regadio ES030MSBT030.010 | 1.94 | 0.00 | ||
|
SUB11R00 | Regadio ES030MSBT030.011 | 2.47 | 0.00 | ||
|
SUB24R00 |
Regadio ES030MSBT030.024 | 7.58 | 0,00 | ||
| 14,47 | 0,00 | ||||
| 228.57 | 0.00 |
||||
| Demands |
|
| |||
|
industrial demands |
|
| |||
| SAT04I00 | Industrial sup. non-red Sist. Expl. Jarama-Guad. | 7.42 | - | ||
|
Total surface industrial demands | 7.42 | 0.00 | |||
|
industrial demands |
|
| |||
| SUB04I00 | ES030MSBT030.004 Industry | 0.42 | 0.00 | ||
|
SUB07I00 | ES030MSBT030.007 Industry | 0.88 | 0.00 | ||
| SUB10I00 | Industry ES030MSBT030.010 | 6.49 | 0.00 | ||
|
SUB11I00 | 3.99 | 0.00 | |||
| SUB24I00 |
ES030MSBT030,024 Industry | 0.96 | 0.00 | ||
| underground industrial demands | 12.73 | 0,00 | |||
| 20,14 | 0.00 | ||||
| TOTAL JARAMA-GUADARRAMA |
0.00 | ||||
The network of the Isabel II Canal supplies practically all the urban demands of the Jarama-Guadarrama operating system. It uses, in addition to the own resources of the operating system, contributions from the systems of Cabreia (take in the river Tajo), Henares (take in the Azud de Pozo de los Ramos), Tajuna (take of the Almoguera-Mondejar system) and Alberche (takes in the reservoirs of San Juan, Picadas and La Acena). The CYII takes additional resources from the fields of wells located in the water masses ES030MSBT030.004, ES030MSBT030.010, ES030MSBT030.011 and ES030MSBT030.012, as specified in paragraph 3.
The Jarama-Guadarrama operating system receives additional flows from the Tagus Left system for the regadios of the Real Acequia del Jarama (SAT04R05), thanks to the take on the Tagus of the Aplar pumping.
Table 8. Allocation of resources in the Alberche operating system
| Name | Assignment (hm3/year) | Deficit (hm3/year) | ||||
|---|---|---|---|---|---|---|
| Demands |
|
| ||||
|
SAT05A00 | 2.53 | - | ||||
| Charco | 1.17 | |||||
|
SAT05A03 |
1.32 | 1.32 | ||||
| San Juan |
1.71 | 1.71 | 1.71 |
|
SAT05A06 | |
| Picadas | 2.38 | |||||
| SAT05A07 |
0.30 | 0,05 | ||||
| SAT05A10 |
13.72 | 2.17 | ||||
| SAT05A13 | 0,27 | 0.04 | ||||
|
SAT05A14 | Queen's Talavera | 13.55 | 2.14 | |||
|
Total urban demands | 36.95 | 5.23 | ||||
|
|
| |||||
|
|
|
| ||||
|
SAT05R01 | Non-regulated private Regadios Alto Alberche | 11.11 | ||||
| SAT05R02 |
12.61 | 9.66 | ||||
| SAT05R03 | SAT05R03 |
Alberche Regable Zone | 83.04 | 63.56 | ||
| SAT05R04 |
Unregulated private regadios Under Alberche | 3.76 | - | |||
| SAT05G00 | Sist cattlemen. Expl. Alberche | 2.58 | - | |||
|
Total surface agricultural demands |
113,10 | 73.22 | ||||
|
Agricultural Demands |
|
| ||||
| SUB12R00 | Regadio ES030MSBT030.012 | 2.52 | 0.00 | |||
| Total Underground Agricultural Demands | 2.52 | 0.00 | ||||
| Total Agricultural Demands | 115.63 | 73.22 | ||||
| Demands |
|
|
||||
|
industrial demands |
|
| ||||
| SAT05I00 | Industrial Surface Non-Network Sist. Expl. Alberche | 0.43 | - | |||
|
Total surface industrial demands |
0.43 | 0.00 | ||||
|
Industrial Demands |
|
| ||||
| SUB12I00 | ES030MSBT030,012 Industry | 0.57 | 0.00 | |||
| Total underground industrial demands | 0.57 | 0.00 | ||||
| Total Industrial Demands | 1.00 |
0.00 | ||||
| TOTAL ALBERCHE | 153.57 | 78.45 | ||||
The surface water demands of this system are supplied with the own resources of the operating system, with the exception of the UDA of the Regable Area of the Alberche (SAT05R03), which can take flows from the system of Left-hand exploitation, through the pumps of the Arroyo de las Parras.
The allocation for the supply of the Community of Madrid and Toledo-Las Sagras is described in paragraph 3.
Table 9. Allocation of resources in the Tagus Left exploitation system
| Name | Assignment (hm3/year) | Deficit (hm3/year) | |||
|---|---|---|---|---|---|
| Demands |
|
| |||
|
SAT05A08 |
10.65 | 0.00 | |||
| SAT05A09 | 5.80 | 0.00 | |||
| SAT06A00 | Left Header Headers | 1.19 | SAT06A05 | ||
|
| and its Influence Zone | 14.06 |
0.00 | ||
|
SAT06A06 | Torcon | 3.15 | 0.00 | ||
| SAT06A07 |
1.75 | 0,19 | 0,19 | ||
| SAT06A08 | 1,49 | 0.00 | |||
| 38.10 | |||||
|
|
|
| |||
|
Demands surface |
|
| |||
|
SAT06R01 |
| 49.75 | 0.00 | ||
| SAT06R02 | private Algodor Regadios | 1.10 |
0.00 | ||
| SAT06R03 | Sagra-Torrijos Regable Zone | 30,38 | 0.00 | ||
| SAT06R04 | Private Guajaraz Regadios | 1.28 | 0.00 | ||
| SAT06R05 | Castrejon Margin Right Margin | 12.60 | 0.00 | ||
| SAT06R06 | Left Margin Castrejon Regable Zone |
39.40 | 0.00 | ||
| SAT06R07 | Private Regadios Castrejon-Azutan | 57.73 | 0.00 | ||
|
SAT06R08 | Private Pusa Regadios | 2.17 | 2.65 |
||
| SAT06R09 | Gevalo private regadios | 2.69 | 0.00 | ||
|
SAT06R10 | Non-regulated private settings Tagus Middle | 14.92 | |||
| SAT06R11 |
5.00 | ||||
| SAT06G00 | Cattlemen Sist. Expl. Left Tagus | 4.14 | - | ||
| Total surface agricultural demands |
221.15 | 2.65 | |||
|
agricultural demands |
|
| |||
| SUB15R00 | Regadio ES030MSBT030.015 | 57.46 | 0.00 | ||
|
SUB16R00 | Regadio ES030MSBT030.016 | 1.25 | 0.00 | ||
|
SUB17R00 | Regadio ES030MSBT030.017 | 1.08 | 0.00 | ||
|
SUB18R00 | Regadio ES030MSBT030,018 | 11.02 | 0.00 | ||
| Total Demands underground agricultural | 70.81 | 0.00 | |||
| Total Agricultural Demands | 291.96 | 2.65 | |||
|
|
|
surface |
|
|
|
|
SAT06I00 | Non-network Sist surface industrial. Expl. Tajo Izqd. | 0.34 | - | ||
| - | central Cooling Aceca thermal | 551.88 | 0.00 | ||
|
Total surface industrial demands | 552.22 | 0.00 | |||
|
industrial demands |
|
| |||
| SUB15I00 | ES030MSBT030.015 Industry | 17.16 | 0.00 | ||
|
SUB16I00 | ES030MSBT030.016 Industry | 0,29 | 0.00 | ||
| SUB17I00 | Industry ES030MSBT030,017 |
2.71 | 0.00 | ||
| SUB18I00 | ES030MSBT030,018 Industry |
0.16 | 0.00 | ||
| Total underground industrial demands | 20.32 | 0.00 | |||
| Total Industrial Demands | 572.54 | 0.00 | |||
| TOTAL TAJO LEFT | 902.60 | 2.84 | |||
The surface water demands of the Tagus Left exploitation system use, in addition to the system's own resources, volumes for the supply from both the Cabeza and the Alberche system. ensure the UDU Toledo and its catchment area (SAT06A05), Sagra Alta (SAT05A08) and Sagra Baja (SAT05A09).
Table 10. Allocation of resources in the Tietar operating system
| Name | Assignment (hm3/year) | Deficit (hm3/year) | ||||
|---|---|---|---|---|---|---|
| Demands |
|
| ||||
|
SXP07A01 |
3.97 | - | ||||
| SXP07A03 | 1,28 | 0.00 | ||||
| SXP07A04 |
| 0.58 | 0.58 | |||
| Oropesa Campaign | 1.76 | 0.00 | ||||
| SXP07A06 | Alarms Gorge | 1.16 | ||||
|
1.59 | - | |||||
| SXP07A09 |
1.59 | - | ||||
| SXP07A10 |
2.09 | 2.09 | 2.09 | 0,00 | ||
| The Aranuelo Field Community | 4.80 |
0.00 | ||||
|
SXP07Al2 | High Tietar | 1.89 | 0.00 | |||
| 20,70 | 0.00 | |||||
|
Demands |
|
| ||||
|
|
| |||||
|
SXP07R01 |
20.04 | - | ||||
| Private-Rosarto | 2.16 | |||||
| SXP07R03 | Right Margin Tietar Zone (I) |
15.91 | 3.34 | |||
|
SXP07R04 | Right Margin Tietar Regable Zone (II) | 19.98 | 4.20 | |||
|
SXP07R05 | Regable Zone of the Tietar Right Margin (III) | 8.80 | 1,85 | |||
| SXP07R06 | SXP07R06 | Left Margin (I) | 26.06 | 5.47 | ||
| SXP07R07 | Left Margin Tietar Regable Zone (II) | 37.86 | 7.95 | |||
| SXP07R08 | Private Regadios Under Tietar | 41.80 | 8.78 | |||
| SXP07R09 | Unregulated Private Regadios Under Tietar | 34.18 | - | |||
|
SXP07G00 | Uses Sist farmers. Tietar | 2.65 | - | |||
| Total Surface Agricultural Demands |
209.44 | 32.04 | ||||
|
Agricultural Demands |
|
| ||||
| SUB22R00 | Regadio ES030MSBT030.022 | 9.42 | 0.00 | |||
| Total Underground Agricultural Demands | 9.42 | 0.00 | ||||
| Total Agricultural Demands | 218.86 | 32.04 | ||||
| Demands |
|
|
||||
|
industrial demands |
|
| ||||
| SXP07I00 | Unred Sist surface industrial. Tietar | 0.21 | - | |||
| Total Surface Industrial Demands |
0.21 | 0.00 | ||||
|
Industrial Demands |
|
| ||||
| SUB22I00 | ES030MSBT030.022 Industry | 3.57 | 0.00 | |||
| Total underground industrial demands | 3.57 | 0.00 | ||||
| Total Industrial Demands | 3.78 |
0.00 | ||||
| TOTAL TIETAR | 243.34 | 32.04 | ||||
The surface water demands of the Tietar operating system are supplied with the system's own resources, with the exception of the UDU of Los Morales (SXP07A03) and Alto Tietar (SXP07A12), which are supplied in part with resources from the Alberche system, from the Los Morales reservoir.
Table 11. Allocation of resources in the Alagon operating system
| Name | Assignment (hm3/year) | Deficit (hm3/year) | |||||||
|---|---|---|---|---|---|---|---|---|---|
| Demands |
|
|
| ||||||
|
SXP08A01 |
Alagon Header | 1.10 | - | ||||||
|
SXP08A02 |
Bejar | 4.76 | 0.00 | ||||||
|
SXP08A04 | Baths Header | 0.08 | |||||||
| Hands Debugger Community | 1.27 |
0.00 | |||||||
|
SXP08A06 | Ambroz | 0.28 | 0,00 | ||||||
|
0.75 | 0,00 | 0,75 | |||||||
| SXP08A08 | 1,01 | 0.00 | 0,01 | SXP08A09 | 1.62 | 1.62 | 1.62 | ||
| SXP08A10 | Plasency and its influence zone | 6.44 |
0.00 | ||||||
| SXP08A11 | Low Alagon | 0.96 | 0.00 | ||||||
| 18.28 | 0.00 | ||||||||
|
Demands |
|
| |||||||
|
|
| ||||||||
|
SXP08R01 |
24.00 | 0.00 | |||||||
| SXP08R02 |
Ambroz Private Regadios | 1.82 | 0.00 | ||||||
|
SXP08R03 |
Jerte Private Regadios | 3.46 |
0.00 | ||||||
| SXP08R04 | High Alagon Non-Regulated Private Regadios | 19.95 | - | ||||||
| SXP08R05 | Right Margin Alagon Regable Zone | 180,21 | 0.00 | ||||||
| SXP08R06 | Alagon Left Margin (I) Zone | 121.80 | 0.00 |
||||||
|
SXP08R07 | Alagon Regable Zone Left Margin (II) | 81.20 | 0,00 | ||||||
| 13.01 | 0.00 | ||||||||
|
SXP08R09 | 0,01 |
Non-regulated private ones under Alagon | 0.91 | - | |||||
| SXP08G00 | Sist cattlemen. Expl. Alagon | 3.11 | - | ||||||
|
Total surface agricultural demands |
449.48 | 0.00 | |||||||
|
farm demands |
|
| |||||||
| SUB20R00 | Regadio ES030MSBT030.020 | 0.34 | 0.00 | ||||||
|
SUB21R00 | Regadio ES030MSBT030.021 | 2.09 | 0.00 | ||||||
| Total Underground Agricultural Demands | 2.43 | 0.00 | |||||||
| Total Agricultural Demands | 451.91 |
0.00 | |||||||
|
Demands |
|
| |||||||
|
industrial demands |
|
| |||||||
| SXP08I00 | Non-Network Surface Industrial System Expl. Alagon | 0.20 | - | ||||||
|
Total surface industrial demands |
0.20 | 0.00 | |||||||
|
Industrial Demands |
|
| |||||||
| SUB20I00 | ES030MSBT030.020 Industry | 0.01 | 0.00 | ||||||
|
SUB21I00 | ES030MSBT030.021 Industry | 0.03 | 0.00 | ||||||
| Total underground industrial demands | 0.04 | ||||||||
| Total Industrial Demands | 0.24 | 0.00 | |||||||
| TOTAL ALAGON | 470.43 | 0.00 | |||||||
All surface water demands of the Alagon operating system are supplied with the system's own resources.
Table 12. Allocation of resources in the Arrago operating system
| Name | Assignment (hm3/year) | Deficit (hm3/year) | |||
|---|---|---|---|---|---|
| Demands |
|
| |||
|
SXP09A01 |
| - | |||
| SXP09A02 |
0.47 |
| |||
|
SXP09A03 |
Gata Rivera's Commonwealth | 3.02 | 0.00 | ||
|
SXP09A04 | Under Arrage | 0.58 |
0.00 | ||
| Total Urban Demands | 4.59 | 0.00 | |||
| Demands |
|
| |||
|
|
| ||||
|
SXP09R01 | Arrange Area IA and IB Regable Zone |
13.20 | 2.24 | ||
| SXP09R02 | IIA Industry Arrago Zone | 10.40 | 1.77 | ||
|
SXP09R03 | Area IIB Arrangement Regable Zone | 20.52 | 3.49 | ||
|
SXP09R04 | Zone Arrago sector IIIA regable | 18.57 | 3.16 | ||
|
SXP09R05 |
15.33 | 2.61 | |||
|
SXP09R06 | |||||
| 2.61 | Private Regadios Under Arrage | 0.83 |
0.00 | ||
| SXP09R07 | Unregulated Private Regadios Arrago | 1.96 | - | ||
|
SXP09G00 | Sist cattlemen. Expl. Arrago | 0.80 | - | ||
| Total surface agricultural demands |
81.63 | 13.27 | |||
|
farm demands |
|
| |||
| SUB19R00 | Regadio ES030MSBT030.019 | 0.17 | 0.00 | ||
| Total Underground Agricultural Demands | 0.17 | 0.00 | |||
| Total Agricultural Demands | 81.80 | 13.27 | |||
| Demands |
|
|
|||
|
industrial demands |
|
| |||
| SXP09I00 | Unred Sist surface industrial. Expl. Arrago | 0.05 | - | ||
|
Total surface industrial demands |
0.05 | 0.00 | |||
|
Industrial Demands |
|
| |||
| SUB19I00 | ES030MSBT030.019 Industry | 0.04 | 0.00 | ||
| Total underground industrial demands | 0.04 | 0.00 | |||
| Total Industrial Demands | 0.09 |
0.00 | |||
| TOTAL ARRAGO | 86.48 | 13.27 |
|||
All surface water demands of the Larrago operating system are supplied with the system's own resources.
Table 13. Allocation of resources in the Low-Tagus operating system
| Name | Assignment (hm3/year) | Deficit (hm3/year) | |||
|---|---|---|---|---|---|
| Demands |
|
| |||
|
SXP10A01 | 4.39 | 0.00 | |||
| SXP10A02 |
Trujillo Comark Commonwealth | 3.68 | 0.00 | ||
|
SXP10A03 | Caceres | 15.40 |
0.00 | ||
|
SXP10A04 | Almonte | 0.41 | 0,00 | ||
| Three Towers Community Commonwealth | 0.47 |
0.00 | |||
|
SXP10A06 |
0.71 | - | |||
| SXP10A07 |
| 1.14 | 0.00 | ||
| SXP10A08 |
Erges | 0.78 | SXP10A09 | 1.97 | 1.97 | 1.97 |
|
| |||||
| 28.95 | 0.00 | ||||
|
Demands |
|
| |||
|
Agricultural Demands |
|
| |||
| SXP10R01 | Azutan Regable Zone | 3.50 | 0.00 | ||
|
| 24.02 | 0.00 | |||
| SXP10R03 |
Valdecanas Regable Zone (I) | 24.46 | 0.00 | ||
| SXP10R04 |
Valdean (II) Regable Zone | 4.80 | |||
| Mata's Peraleda Regable Zone | 10.04 | 0.00 | |||
|
SXP10R06 | Rg. Non-regulated private Low Tagus | 14.54 | - | ||
| SXP10R07 |
5.73 | 0.00 | |||
| SXP10R08 | Home Regable Zone \end_body | 1.61 | 1,27 | ||
| private Salor Regadios | 0.96 |
0.00 | |||
|
SXP10R10 | Rg. Non-regulated private under Western Tagus | 6.36 | - | ||
| SXP10G00 | Cattlemen Sist. Expl. Under Tagus | 7.16 | - | ||
| Total surface agricultural demands | 103.17 | ||||
|
Agricultural Demands |
|
| |||
|
SUB23R00 | Regadio ES030MSBT030.023 | 0.46 | 0.00 | ||
| Total groundwater demands | 0.46 | 0.00 | |||
| Total farm demands | 103.64 | 1.27 |
|||
|
| Demands |
|
| ||
|
|
|
SXP10I00 | |||
| Non-network Sist surface industrial. Expl. Under Tagus | 0.29 | - | |||
|
- | central Cooling Almaraz Nuclear | 436.92 | 0.00 | ||
|
Total Surface Industrial Demands | 437.21 | 0.00 | |||
|
industrial demands |
|
| |||
| SUB23I00 | ES030MSBT030,023 Industry | 0.07 | 0.00 | ||
| Total Underground Industrial Demands | 0.07 | ||||
| Total Industrial Demands | 437.27 | 0.00 | |||
|
TOTAL UNDER TAJO | 569.86 | 1.27 | |||
The surface water demands of the Low Tagus operating system use, in addition to the system's own resources, flows from the Alagon system to ensure the supply of the Caceres UDU (SXP10A03). These flows depart from the Alagón Canal, from where they are transported by the Alagon-Portaje driving to the Portaje reservoir, and from there they will reach the reservoir of Guadiloba by the driving of Portaje-Guadiloba. It is also planned that the system of exploitation under Tajo will receive flows from the Guadiana basin from the Orellana Canal to improve the guarantee of the UDU Mancomunidad del Río Ayuela (SXP10A07), Cáceres (SXP10A03) and Mancomunidad Region of Trujillo (SXP10A02) as from the Cancho del Fresno Dam, for the UDU Mancomunidad Comarca de Trujillo (SXP10A02).
2. The volumes allocated in the previous section are reserved for the foreseeable demands on the horizon 2015. The Basin Agency shall debring these values corresponding to the concessions that exist in each case, by registering the difference in the Register of Waters to their name, and proceeding to the partial cancellation of the inscriptions as (a) by granting the corresponding new concessions, all in accordance with the provisions of Article 20 of the Hydrological Planning Regulation.
3. To cover the volumes allocated in paragraph 1 for urban demand, as guaranteed in the terms of Article 36, the following rights and reserves are provided:
a. For the supply of the Community of Madrid, 738.07 cubic hectolitres are allocated in the name of the Channel of Isabel II. To cover this volume, all concessions and rights to the use of water from which the Agency is a holder are included, including those corresponding to the takes in the reservoirs and azudes of the rivers Guadarrama, Jarama and its tributaries within the Jarama-Guadarrama operating system, the takes on the operating system of the Alberche in the reservoirs of San Juan, Picadas and La Acena, and the underground water captions in the masses ES030MSBT030.004, ES030MSBT030,010, ES030MSBT030.011 and ES030MSBT030,012. Included in this allocation, a reserve of 60 cubic hectolitres is established in the Tagus River and the use of surplus resources in the Sorbe and Tajuna rivers, provided that there are no conditions for the rights of use of pre-existing water.
b. For the supply in the Toledo Zone-The Sagras is allocated and reserves a total of 47.3 hectolitres annually from the systems of exploitation of Alberche and Cabrera.
4. A reserve, in addition to the previously indicated allocation, of 15 hectolitres per year in the Integrated Operating System of the Tagus High Basin, which has not been considered in the 2015 balance sheet, is hereby established for the implementation of the Irrigation that have a declaration of general interest but whose implementation is expected to be completed beyond the horizon 2015, and specifically for the regables areas of La Sagra-Torrijos and Castrejon Siderón Izquierda.
5. The deficits identified in the tables in paragraph 1 shall be covered by an increase in regulation where there is sufficient resource in the operating system itself or in contiguous systems, and with measures aimed at increasing the supply or demand management when there are insufficient resources.
Article 24. Reserves for hydro-electric uses.
In the sections of the rivers below, the installation of minicentrales shall not be authorized, with the use of power exceeding 10 MW:
-Tramo del Río Erjas (Cáceres, shared international section), between the cotas 310 and 220 approximately, for the jump named Erjas II.
-Tramo del Río Erjas (Cáceres, shared international section), between the cotas 220 and 115 approximately, for the jump named Erjas I.
Article 25. Other reservations.
To deal with environmental emergencies, a reservoir reservoir of 10 cubic hectolitres is established in the reservoir of El Pardo.
Article 26. Tao-Segura aqueduct.
1. The additional provision, novena, one of the current Law 52/1980 of 16 October, of the regulation of the economic system of the use of the Tajo-Segura aqueduct, directs the Administration to take the appropriate measures in order to, through the adequate regulation, the waters that are transferred, at all times, in surplus in the Tagus basin, and entrusts to the Tagus Hydrological Plan the determination of such surpluses. In compliance with this mandate, and for the determination of such surplus water volumes, account has been taken, in accordance with the additional provision novena two of Law 52/1980, of the basic criterion of providing maximum technical safety to the supply of flows required by the Tagus basin, ensuring their care, without restriction, with a temporary and volumetric guarantee of 100 per 100, and with the adoption of appropriate safety criteria.
2. With these principles, the formula that is formulated is to meet the needs of the Tagus permanently, without any limitation, and to determine at any time the surplus water available by subtracting 400 cubic hectolitres to the stock in Entrepenas and Buendia at the time. As a result, no transfers may be made, in any case, where stocks in such reservoirs do not exceed 400 cubic metres. Such surplus water can be transferred, checking that in no case exceeds the cumulative annual total for the Segura and Guadiana basins of 650 cubic hectolitres, and with proposal for programming to account and risk of the water user transvasadas.
3. With regard to exceptional hydrological situations, for the elevation by the Central Commission of the exploitation of the Tajo-Segura Aqueduct to the Minister who has attributed the competences in the field of water, the decisions of the transfer, it is considered which is in such a position when, while fully guaranteed the needs of the Tagus without any restrictions, the minimum volume required for the supply to the Guadiana and Segura basins as well as to the Relief risks in the Segura basin and the derivation to the Daimiel Tables. Technically this situation will be identified when, at the beginning of the month, the stocks packed together in the sum of the entrapments and Buendia (measured in cubic hectolitres) are below the value indicated in the table. attached for that month.
|
| NOV | DIC | ENE |
FEB | MAR | ABR | MAY | JUN |
JUL | AGO | SEP |
|---|---|---|---|---|---|---|---|---|---|---|---|
|
616 | 627 | 636 | 653 |
655 | 656 | 664 | 701 | 724 | 714 | 674 | 632 |
4. Without prejudice to the above, the Central Commission for the exploitation of the Tajo-Segura Aqueduct, in accordance with the powers conferred by Royal Decree 1982/1978 of 26 July on the organisation of the services responsible for managing the operation of the The hydraulic infrastructure Trasvase Tajo-Segura and by Royal Decree 2530/1985, of 27 December, on the system of exploitation and distribution of functions in the technical and economic management of the Tajo-Segura Aqueduct, will establish the rules of exploitation of the reservoirs in order to ensure that the hydrological situations are not reached These are exceptional circumstances.
5. The above determinations should be reviewed, as provided for in the provisions currently in force if the occurrence of circumstances so advised were to be observed. They will have to be revised when the evolution of the demands of the Tagus and Guadiana basins so require, as a priority in relation to the supply of the Manchega Plain and the derivation to the Tables of Daimiel, (a) any consideration given to these effects both the potential benefits referred to in Articles 3, 4 and 5 of Law 21/1971, such as those resulting from the provisions of additional provision 3 of Law 52/1980, and those which result from the granting of the corresponding concessions from the reserves for use future which, dependent on header-regulated resources, are collected in this Hydrological Plan.
CHAPTER 7
Using the hydraulic public domain
Section 1. Common and proprietary uses
Article 27. Proprietary use by legal disposition.
1. In accordance with the provisions of Article 87.4 of the Regulation of the Public Hydraulic Domain in relation to the need for authorization of the Basin Agency for the realization of wells in the police area of the margins, the wells covered by the Article 54.2 of the recast text of the Water Law is subject to prior authorization by the Agency, with the limitations established in the 0.0 in the police zones of public channels that must be subject to special protection.
2. For the application of Article 54.2 of the recast text of the Water Act regarding the rights of private use by law, the collection must be fully located within the same predium in which the use is made.
Section 2. Authorizations and Concessions
Article 28. General provisions.
1. The Basin Agency shall condition the authorisation of the putting into operation of a use to which the provisions of the Order ARM/1312/2009 of 20 May 2009 are complied with in respect of the regulation of the systems of control of the volumes of water used for water tapping of the hydraulic public domain.
2. The limitations of reservoir volumes for the lamination of avenues (resguardos) may result in a reduction of the resource available for other uses, which will be taken into account for the granting of new concessions or for the revision of the existing.
3. The granting of any use of the distortion in the time of the flow available downstream must consider the limitations that this implies in the existing or possible use of these resources, imposing the measures necessary corrective actions such as counter-reservoirs or rules of use.
Article 29. Justification of the water demand in the grant applications.
1. In accordance with the provisions of Articles 59 of the recast of the Water Act and 93 and successive of the Regulation of the Public Hydraulic Domain for new concessions, in the documentation accompanying an application for a concession adequately justify the water needs, in line with the reference values set out in this hydrological plan on endowments and calculation of claims.
2. The forecast of future needs to be met by the requested concession volume must not exceed a period equivalent to that of a hydrological plan (6 years).
Article 30. Compatibility with the river basin management plan.
1. It is up to the Office of Hydrological Planning to evaluate the compatibility with the river basin management plan of those files that require it in accordance with the current regulations. To that end, the Office of Planning, at the request of the body which is processing the file, shall issue a compatibility report to be incorporated therein.
2. Compatibility reports shall be required in the processing of at least the following files as provided for in the Articles of the Hydraulic Public Domain Regulation: ordinary concessions (Article 108), amendment of the characteristics of the same (Article 144.1), temporary referrals (Article 77.2), minor concessions (Articles 130.5 and 186.1), groundwater research authorisations (Article 179.3) and water concessions underground (Article 184.2). In addition, a compatibility report shall be required in the case of a grant or authorisation for the reuse of regenerated waters, as set out in Article 8.5 of Royal Decree 1620/2007 of 7 December on the legal status of the reuse of waste water.
3. In no case shall the actions subject to the compatibility report put at risk the achievement of the environmental objectives laid down for the water bodies of the demarcation.
Article 31. Environmental restrictions.
1. For the granting of new concessions or the modification of existing concessions, environmental flows or environmental claims shall be considered as environmental restrictions which are generally imposed on operating systems.
2. For the same purposes, for the groundwater bodies of the basin, the following distribution of available resources is considered, understanding such resources, as provided for in Article 3 x) of the Hydrological Planning Regulation, such as the " average year-on-year value of the total recharge rate of the groundwater mass, minus the average annual flow required to achieve the ecological quality objectives for the associated surface water, in order to avoid any reduction significant in the ecological status of such waters, and any significant damage to ecosystems Associated terrestrial ":
Table 14. Resources available in the underground water bodies
| Water Mass | Available Resources Hm3/year | |
|---|---|---|
| ES030MSBT030.001: BORNOVA HEADER | 6 | |
|
ES030MSBT030.002: SIGUENZA-MARANCHON | ||
| ES030MSBT030.003: UNIVERSAL TAB-MOUNT | 149 | |
|
ES030MSBT030.004: TORRELAGUNA | 8 | |
| ES030MSBT030.005: JADRAOUE | 4 | |
|
ES030MSBT030.006: GUADALAJARA | 94 | |
|
ES030MSBT030.007: JARAMA-TAJUNA ALLUVIAL | ||
| 131 | ||
| 24 | ||
|
ES030MSBT030.010: MADRID: MANZANARE-JARAMA | 32 | |
| ES030MSBT030.011: MADRID: GUADARRAMA-MANZANARES | ||
| ES030MSBT030.012: MADRID: FRESNO VILLAGE-GUADARRAMA | 30 | |
| ES030MSBT030.013: PIT ALLUVIAL: ZORITA OF THE CAN-ARANJUEZ | 8 | |
|
ES030MSBT030.014: ENTREPENES |
14 | |
|
ES030MSBT030.015: TALAVERA | 197 | |
|
ES030MSBT030.016: PIT ALLUVIAL: TOLEDO-MONTEARAGON | 9 | |
|
ES030MSBT030.017: PIT ALLUVIAL: ARANJUEZ-TOLEDO | 5 | |
|
ES030MSBT030.018: OCANA |
| |
| ES030MSBT030.019: MORAL |
14 | |
| ES030MSBT030.020: GRANADILLA ZARZA | 7 | |
| ES030MSBT030.021: GALISTEO | 44 | |
|
ES030MSBT030.022: TIETAR | 154 | |
|
ES030MSBT030.023: TALAVAN | 21 |
|
|
ES030MSBT030.024: JARAMA ALLUVIAL: GUADALAJARA-MADRID | 10 |
Article 32. Limitation of concessional time limits.
1. In accordance with Articles 59.4 and 79 of the recast of the Water Act and 97 of the Regulation of the Public Hydraulic Domain, the maximum period of duration of a concession, including extensions, shall not exceed 75 years.
2. Unless otherwise justified, they shall consider the following maximum time limits for the different types of new concessions specified:
(a) Population supply: up to 75 years for the concessions referred to in Article 123 of the Water Public Domain Regulation; up to 50 years for isolated housing estates and other supply concessions referred to in Article 128.1 of the Water Public Domain Regulation; up to 25 years for supply concessions to less than 50 persons or other persons referred to in Article 130.1 of the Regulation of the Hydraulic Public Domain.
b) Regadios in general, up to 40 years. For small-entity regadios referred to in Articles 128.1 and 130.1 of the Regulation of the Hydraulic Public Domain, up to 25 years, unless justified by a technical-economic study the need for a longer period to obtain the depreciation of the works and facilities, which will allow the period up to a maximum of 40 years to be increased.
c) Hydroelectric uses: in new installations, up to 40 years. In facilities that take advantage of the infrastructure of the State or other pre-existing infrastructures, up to 20 years, unless justified by a technical-economic study the need for a greater period to achieve the depreciation of the works and facilities, which will allow the period up to a maximum of 40 years.
d) Waste water reuse concessions purged: the duration of the concession period shall be linked to that of the necessary discharge authorisation.
e) Other uses: up to 25 years.
Article 33. Declaration of public utility for the purposes of expropriation of use.
1. According to Articles 94 of the Regulation of Public Domain Hydraulic and 17.3 of the Regulation of Hydrological Planning, under the development of article 79.1 of the recast of the Law of Waters, the hydrological plan must fix the conditions and necessary requirements for the declaration of public utility of the different classes of water use to the effects of forced expropriation of the lower-ranking benefits in the order of preference. Such requirements are as follows:
a) Compatibility with the river basin management plan.
b) Impossibility of obtaining the water resource in another way other than the expropriation of other existing uses of lower order of priority, or variation of its concessional conditions.
(c) No worsening, as a result of the implementation of the reported use, of the overall hydraulic performance of the operating system in which the use is inserted with respect to the existing one with before.
d) That the remaining uses of the system of resource exploitation in which the use is inserted, continue to meet the criteria for the guarantee of the hydrological plan.
e) that the use of which the declaration of public utility is intended to be of obvious general interest for the national economy, for social, energy, technological or production of goods.
2. In the cases provided for in Article 95 of the Regulation of the Public Hydraulic Domain, the competent authority to declare the public utility may request a report from the basin body in relation to the requirements described in paragraph 1. previous.
3. In the application for a declaration of public benefit, in accordance with Article 106.2.a), the list of goods concerned and the use of lower order of priority which, in accordance with Article 18, would be susceptible to Expropriation, describing all aspects, materials and legal, of these goods, as well as those other goods and services affected by the use.
Article 34. Review of concessions.
1. In accordance with Article 156a of the Regulation on Hydraulic Public Domain, for the accreditation referred to in Article 65.2 of the recast text of the Water Act, the following criteria shall be taken into account, inter alia:
a) The maximum endowments established in the Hydrological Plan.
b) The areas actually irrigated and the population actually served in a sufficiently representative period.
(c) Really derived flows in a sufficiently representative period.
(d) The capacity for the derivation and transport of the infrastructure linked to the use, except that:
i. Unauthorized modifications have been made that result in greater water diversion or consumption.
ii. Poor conservation of infrastructure means more water consumption.
e) The fact that the flows granted are already provided by a public supply network or a community of users or that are included in another subsequent concession.
f) The introduction of the technical improvements available at any time.
2. For the purposes of applying paragraphs (b) and (c), the five-year hydrological period shall be sufficiently representative for the period from 10 years before the date of initiation of the review procedure.
Section 3. Water envelopes
Article 35. Water supply for stock supply
1. In the granting of new water concessions for the supply of stocks or the modification of the existing ones, for the purposes of the application of Articles 59.4 and 65 of the recast text of the Water Law, the values of reference of the envelope in litres per inhabitant per day listed in Table 1 of Annex VII, depending on the range of population to be supplied. These reference values shall be considered as maximum, unless appropriate justification is provided. In any event, when the concession affects the supply of new urban developments, these must have been planned in accordance with article 15.3.a) of the recast text of the Law of the Soil, approved by the Royal Legislative Decree of 20 June, and Article 25.4 of the recast text of the Water Act.
2. The aforementioned reference envelopes comprise the totality of uses which can be supplied from the general supply network (domestic, industrial, commercial, municipal services, including the irrigation of the Municipal Green Zones). etc.), referring to the point or points of acquisition, and include losses in pipelines, deposits and distribution. In the case of multiple sources of supply, the overall volume provided from all sources shall be computed to obtain the unit envelope per inhabitant.
3. The population for the calculation of the concessional volume will be assessed as the sum of the permanent population, obtained from the data of the Padron continued published by the National Statistics Institute, plus the seasonal population translated into its equivalent in full time population in one year. For the calculation of the seasonal population, account shall be taken of the information available on the evolution of the number of secondary dwellings, hotel squares, camping places and their occupation rates, as well as the data from overnight stays and other relevant variables. For the assessment of the future population, the INE projections will be taken into account.
4. In the case of non-connection to a general supply network, the reference envelopes for the different types of residential or tourist housing, activities or installations shall be as set out in Table 2 of Annex VII. If this is a seasonal activity, a maximum occupancy time of 100 days per year shall be considered, unless otherwise justified.
Article 36. Guarantee criterion for the supply of stocks.
1. For the purposes of allocation and reserve of resources, urban demand shall be considered to be met in management models:
(a) The one-month deficit is no more than 10% of the corresponding monthly demand.
(b) In ten consecutive years, the sum of the deficit shall not exceed 8% of the annual demand.
2. In management models the return to consider will be 80% of the demand supplied since the takeover.
Article 37. Water envelopes for irrigation.
1. The maximum permissible gross allocations in the regable areas of public initiative shall be as set out in Table 3 of Annex VII. For existing regable areas, the maximum allocations for this Table shall apply from the implementation of the modernisation and improvement measures included in the Hydrological Plan.
2. The maximum allowable allocations for private initiative risks in the different Operating Systems will be those listed in Table 4 of Annex VII (maximum allocations for use) and Table 5 (maximum net endowments by type of cultivation of private initiative (private initiative) of Anejo VII. Both maximums must be met simultaneously.
3. The objectives of minimum efficiencies for the different types of irrigation and irrigation system are those set out in Table 6 of Annex VII.
Article 38. Guarantee criteria for irrigation.
For the purposes of allocation and reserve of resources, agricultural demand for irrigation shall be considered to be satisfied in the management models where:
(a) The deficit in one year is not more than 50% of the corresponding target demand.
(b) In two consecutive years, the sum of the deficit shall not exceed 75% of the target annual demand.
c) In ten consecutive years, the sum of the deficit does not exceed 100% of the target annual demand.
Article 39. Water envelopes for livestock use.
In the water concessions for livestock use, account shall be taken of the reference envelopes listed in Table 7 of Annex VII, and the request for significantly higher endowments of the average values must be justified. collected in that table, within the eligibility range.
Article 40. Water envelopes for industrial use.
1. The volumes of water requested for industrial uses not connected to general networks shall be justified by providing specific documentation covering actual water usage data at the different stages of the industrial process and taking into account account for the application of the best available techniques in compliance with Law 16/2002 of 1 July on integrated pollution prevention and control or another binding rule, with particular attention to the measures taken for reuse of process water and the minimisation of discharges. In the absence of real data, and if the application of Law 16/2002 of 1 July does not result in a reference envelope for the industry which is the subject of the application, they will be adopted as a reference for the various sectors of industrial activity. Envelopes included in Table 8 of Annex VII.
2. For the purposes of allocation and reserve of resources for the new industrial estates foreseen in the urban planning, a reference envelope of 4000 m3 per hectare per year shall be considered. For subsequent concessions, the specific needs of each industrial establishment to be implemented will be addressed.
3. The reference envelopes for the cooling of power plants are listed in Table 9 of Annex VII.
4. The irrigation of golf courses is considered an industrial use, within the sector of leisure and tourism industries. In accordance with Article 30.1 of Law 10/2001, of the National Hydrological Plan, the use of recycled water will be strengthened for this type of uses. The allocation for irrigation of golf courses is established in general in a maximum of 6000 m3/ha.year, which is exclusively related to the regal surface of the playing field, excluding surfaces with hard treatments, rough end, or complementary zones of what is strictly the playing field.
5. For the dry washing activity, a reference envelope of 0,6 m3 of water per m3 of arid shall be applied, with only installations working in closed circuit with replacement rates of less than 15%.
6. The guarantee of industrial demand not connected to an urban network shall not exceed that for urban demand in Article 36.
Article 41. Aquaculture.
Any project for a new installation or modification of a use for aquaculture must be justified by a detailed hydrological study of detail and of the set of the operating system involved, reference to the flow rates, compliance with the discharge limits and the satisfaction of the environmental objectives of the receiving water mass in accordance with the requirements of the Plan in the field.
Article 42. Recreational uses.
1. The Basin Agency shall promote the necessary actions to ensure that, in accordance with other interested institutions or groups, and taking into account the concessional and any other rights of the owners and operators of the Reservoirs, the recreational use is ordered in the reservoirs and in the rest of the waters that flow through the natural channels of the basin.
2. In the case where recreational use is equivalent to other use of supply, irrigation or industrial use, the criteria for the use of higher priority shall be followed for the determination of the demand.
Article 43. Navigation and water transport.
Navigation and water transport will not generate additional demand for resources, being able to develop using flow rates that are required for other uses and will not be reserved or granted flows to satisfy exclusively the use of navigation and water transport.
Section 4. Implementing rules for specific uses
Article 44. Concessions for electricity production use.
1. In addition to the documentation provided for in Article 106.2 of the Public Hydraulic Public Domain Regulation, each new application for the use of electricity production must attach a study establishing the volumes of water that can be used be used to obtain electrical energy without causing damage to the hydraulic medium and other pre-existing demands. Such a study shall also specify both the quality required for the waters provided from the use of the receiving water bodies in order not to cause the deterioration of the good condition of the said masses, and the measures to prevent the use of water. deterioration of the state of the water mass on which the uptake is carried out as a result of the implementation of the infrastructure of the use.
2. The project of the use of new concession electric power production should incorporate the measures aimed at minimizing the environmental condition. In addition to the respect for both the ecological flow regime and the prior qualitative status of the affected water masses, the following shall be carried out:
-The installation of flow measurement devices and their variations, which allow for quick checking.
-The installation of devices and infrastructures that prevent the incorporation of contaminants into the mass of the receiving water.
-The installation of passing devices that allow the mobility of the fauna.
-The evacuation of ecological flows through devices prepared for this purpose, including devices for the passage of fish fauna, so that they cannot pass more than that to the which are designed and located on a side of the channel and as close as possible to the drain of the devices for the passage of the rest of the environmental flow or the turbines to facilitate the 'called effect'.
-The device for the evacuation of the ecological flow will preferably be a choice in the lip of the landfill, or in its defect a gate or similar system. It shall be equipped with a scale or a level marking, which allows the height of the water-water sheet to be easily checked. In the case of floodgates they shall be equipped with stops to prevent their closure.
-In those dams that do not have ecological flow in their concession to consider that the use is "fluent", it will not be allowed to continue to be turbed below the cote of the spillway, or that it can start to be disturbed before that it is passing over the relief of the entire ecological flow.
-The incorporation of the precise devices to prevent the fish from reaching the turbines.
-The incorporation of the design elements that allow easy rescue of the fishing in case of emptying of the reservoir or the channels.
-The closing of the channels that prevents the fall to the same of terrestrial vertebrates, especially large mammals.
3. In the event that the use of existing waters downstream of a new plant is incompatible with the system of operation planned for the system, the energy concessionaire will be required to carry out a counter-reservoir. enable such compatibility.
4. The holders of hydroelectric concessions granted, the implementation of which has not been carried out, shall have a period of three years from the entry into force of this Regulation in order to complete the administrative or environmental procedures. necessary to start the works. If they cannot be carried out by an environmental or administrative requirement, they must submit the necessary documentation in accordance with them. And in the event that any document or report is missing by some administration, they must require it to be completed. In the event that such actions are not presented, it will be understood that the aforementioned concession will be waived and will proceed at the beginning of the extinction file, unless the requirement of some documentation (sending of mandatory reports, obtaining of works permits, etc.) are subject to some judicial process.
5. The right to the private use of water in hydroelectric and power use waters may be declared to be expired if the holding has been suspended for more than three consecutive years for cause attributable to the holder.
Article 45. Groundwater tapping.
1. Without prejudice to more specific reasoned specifications contained in the concessional title or in the authorization, all new captions of more than 5 m depth must be sealed in the first 4 m of the ring space, as protection in the face of pollution. In addition, subject to the approval of the Basin Agency, in accordance with Article 188.4 of the Regulation of the Hydraulic Public Domain, the sections of the survey that are abandoned due to poor water quality will be properly sealed.
2. Wells or surveys that have a surgente character shall be finished with a watertight locking device that prevents the free outlet of the water and with a device in the closing head in order to install a pressure gauge. Whenever the conditions of the emergence permit, adequate over-elevation of the brocade may be permitted in order to balance the pressure.
3. The Basin Agency may impose on the subject of concessions or authorizations for the use of groundwater that the perforations are equipped with auxiliary tubing of at least 30 mm of inside diameter to allow for reading of the piezometric level, as well as the installation of measuring devices for flow and volumes extracted and taking of water samples in the mouth of the well.
4. In the case of decisions relating to the extinction, revision or modification of the use of groundwater and, where appropriate, those for the authorisation of research into groundwater which result in the abandonment of perforations, they must ensure compliance with Article 188a of the Water Public Domain Regulation.
Article 46. Geothermal harness for air conditioning.
The following general guidelines are established for low-or very low-enthalpy geothermal use for the production of heat or cold to be performed in an open system, i.e. with groundwater extraction and its subsequent reinjection, after circulation by a heat exchange device:
(a) The water used must be injected into the same aquifer from which it has been extracted, in the same amount-except for losses in the circuit-and without incorporation of additives.
b) In case the installation takes place where there are overlapping aquifers, only the superior one will be used.
(c) The grant of use shall incorporate the corresponding discharge authorisation, to be considered as necessary.
d) The thermal jump between the aquifer water and the reinjected water shall be limited to ± 6 ° C, unless the safety of a major jump is sufficiently justified.
e) When the installed thermal power is greater than 50 kW, the holder of the use shall carry out a monitoring of the evolution of the aquifer which values its hydraulic, geochemical and thermal response, according to the provided in the condition of the corresponding authorization.
f) Estimates of the distances between extraction and reinjection wells must be ratified by on-site testing or numerical modelling.
g) The air conditioning system must operate whenever possible in dual mode (cooling and heating), to compensate for thermal loads on the ground.
Article 47. Communities of groundwater users.
In accordance with the powers granted to it in Article 81 of the recast text of the Water Law in relation to the constitution of user communities, the Basin Agency will promote its implementation in the water bodies. subsurface referred to in Article 51.
CHAPTER 8
Protection of water public domain and water quality
Section 1. Protection zones
Article 48. River natural reserves.
1. In application of the provisions of article 42.1.b.c 'of the recast of the Water Law, Article 25 of the Law of the National Hydrological Plan and Articles 4.b.c' and 22 of the Regulation of Hydrological Planning, are proposed as possible river natural reserves the tranches of river listed in Annex VIII, which, once approved, if appropriate, by the competent environmental administration, shall be incorporated in the Register of Protected Areas of the Demarcation, in compliance of the provisions of Article 99a of the recast text of the Water Act.
A summary of the register of protected zones is included in Annex IV of the Plan Memory, in which in any case, in accordance with Article 24 of the Hydrological Planning Regulation, the river or river sections are included. lakes of areas declared for habitat protection or species in which the maintenance or improvement of the state of the water is an important factor in their protection, including the Places of Community Importance, Special Protection Areas for the Birds and Special Areas of Conservation integrated into the Natura 2000 network, as well as the wetlands of the international importance of the Ramsar Convention and the wetlands included in the National Wetlands Inventory.
2. Natural river reserves shall, in addition to that laid down in the rules referred to in the preceding paragraph, be provided with the protection of the natural space in which they are integrated or determined by the competent administration.
3. Any human activity likely to cause significant pressure on the water bodies declared natural river reserves shall be subject to a specific analysis of pressures and impacts, with the competent administration being able to grant the authorisation in the event that the negative effects are not significant and do not pose a long-term risk.
4. For the purposes of Article 22 of the Hydrological Planning Regulation, no significant pressure is considered:
a) The supplies of low-entity populations.
b) Other uses and anthropic activities compatible with the classification of very good state of the water mass.
Article 49. Protection of surface water fetches for human consumption.
1. In accordance with Article 99a of the recast text of the Water Law, the areas in which a water catchment for human consumption is carried out is included in the Register of Protected Areas of the Demarcation, among others. average volume of at least 10 m3 daily or supply more than 50 people.
2. For the purposes of the delimitation of the protection zones, the criterion of considering, for the captions in rivers, the section of the corresponding surface water mass immediately upstream of the intake, and for the fetches in reservoirs the totality of the extent of these.
Article 50. Protection of groundwater fetches for human consumption.
1. As long as the protection of groundwater for human consumption, which is regulated in Article 173 of the Regulation of the Public Hydraulic Domain, is approved, a provisional perimeter is established which, in the absence of specific justification, shall be delimited by a circumference of 1 km of radius around the point of capture.
2. A specific assessment of the possible conditions for supply shall be included in the dossiers for granting or authorizing the use or discharge to be carried out by the Basin Agency within the perimeter defined in the previous paragraph. In addition, the holder of the supply shall have the consideration of the person concerned within the meaning of Law No 30/1992 of 26 November 1992 of the Legal Regime of Public Administrations and of the Common Administrative Procedure.
Article 51. Bodies of groundwater intended for the supply of stocks.
1. In application of the provisions of Articles 99a of the recast of the Law of Waters and 24 of the Regulation of Hydrological Planning, and in continuity with the special protection regime contemplated in the Hydrological Plan of the Tagus Basin Approved by Royal Decree 1664/1998 of 24 July 1998, are established as special protection zones for being intended as preferential use for the collection of water for human consumption, the following bodies of groundwater:
a) groundwater Masa ES030MSBT030.010 Madrid: Manzanare-Jarama.
b) groundwater Masa ES030MSBT030.011 Madrid: Guadarrama-Manzanares.
c) groundwater Masa ES030MSBT030.012 Madrid: Village of the Fresno-Guadarrama.
2. The granting of new concessions on the resources still available in the said masses, once the existing rights of use have been taken into account, in accordance with the criteria laid down in Article 35.1, shall be strictly followed by the following: order of priority:
1. Supply to municipal distribution networks and general networks of supramunicipal scope for urban uses.
2. Unconnected urban Usos to a municipal or supramunicipal network.
3. Industrial uses not connected to a municipal or supramunicipal network.
4. Small agricultural uses of small size in traditional areas.
5. Other duly justified uses.
3. Furthermore, the granting of new concessions in the said masses shall be subject to the following conditions, relating to each type of use:
(a) The implementation of new recruitment surveys will require the application of the best techniques to prevent groundwater contamination, isolate surface aquifers and avoid the interconnection of aquifer levels. of clearly differentiated hydrogeochemical characteristics.
(b) New captions shall be at a distance greater than 1000 metres from the existing fetches for general network supply, unless sufficient accreditation of the non-condition to the same or express authorisation of their headlines.
(c) The uses of order of priority 2. or lower, shall provide evidence of the non-possibility of obtaining the requested supply by connection to a municipal or supramunicipal distribution network. If such a connection were to be provided within a specified time limit, this shall be the period for which the concession may be granted.
d) For uses of order of priority 3. or lower, the catchment surveys shall not exceed the depth of 200 m, and the power of the lift group shall not exceed 11 kW. Exceptionally, for the purposes of taking advantage of Section C of the Water Register or the Catalogue of Aprovings, cleaning or strict replacement of obstructed surveys of greater depth than the limit may be authorised. indicated, provided that such circumstances are verified, and without prejudice to the provisions of the transitional provision third bis of the recast of the Water Act.
Article 52. Mineral and thermal water protection perimeters.
1. In compliance with Article 99a of the recast text of the Water Act, the protection of mineral and thermal waters approved in accordance with their specific legislation shall be included in the Register of Protected Zones.
2. In the case of an underground water concession or discharge authorisation which affects one of these perimeters, the basin body shall request the relevant report of the competent authority on mineral waters and thermal.
3. Also, in the reports which, pursuant to Article 1.4 of the Regulation of the Public Hydraulic Domain, should be issued to the Basin Agency, in the case of the declaration of mineral and thermal waters, a requirement of communication of the protection perimeter which, if necessary, is approved, for the purposes of incorporation into the Register of Protected Areas.
Article 53. Special protection measures for the public domain.
1. In the immediate vicinity of rivers or sections of rivers for which an environmental protection figure has been declared, the granting of new groundwater use shall be conditional upon the non-alteration of the flow rate system established for the surface course. To this end, the Basin Agency may require the applicant for the new use of a hydrogeological study of the non-condition.
2. In the cases referred to in the previous paragraph, if the processing of the file shows a probable risk that the new concession of groundwater would entail a significant reduction of surface water, the Basin Agency may impose the processing of the same as a shunt of surface water, in accordance with the procedure laid down in Article 104 et seq. of the Regulation of the Hydraulic Public Domain.
3. For the purposes of applying the above paragraph, it is considered the existence of a significant water-aquifer connection in those areas of the territory where the following circumstances are combined:
(a) Be placed in a police area on the margins of a public channel protected from the type referred to in paragraph 1.
b) This is within a mass of groundwater defined in the Hydrological Plan.
c) It is deployed on detritic materials and medium to very high permeability, according to the corresponding lithographic hedges of the Tagus Hydrographic Confederation.
4. The conditions set out in this article are extensive to those taking advantage of less than 7000 m3/year as referred to in Article 54.2 of the recast of the Water Act, which, due to its position in the police area of the margins, require the approval of the Basin Agency pursuant to Article 87.4 of the Regulation of the Public Water Domain. If any of the areas defined in the previous paragraph are located, the authorisation to use the use shall be refused, considering that it would cause surface waters of the channel unless it is established that the drilling is directed to an aquifer. deep-confined and sealed the aquifer connected to the channel, without prejudice to the fact that it can be requested as an ordinary surface water diversion concession.
5. For flood management the following criteria shall be taken into account:
(a) What at the time of its approval lay down the flood risk management plans, drawn up in accordance with Articles 11, 12 and 13 of Royal Decree 903/2010 of 9 July 2010 on the assessment and management of the risk of flooding flood or its subsequent revisions.
b) The management plans for, in particular, the State Plan for Civil Protection against Flood Risk (Council of Ministers Agreement of 29 July 2011), and the Basic Guideline for Civil Protection Planning the Flood Risk (Agreement of the Council of Ministers of 9 December 1994) establishing the content and basic functions of the plans of the Autonomous Communities in the face of the risk of floods. To this end, civil protection plans for the risk of floods in the autonomous communities of Extremadura (approved by the National Civil Protection Commission on 10 July) will apply in the respective territorial areas. 2007); of Aragon (approved on 19 July 2006); of Castilla y León (approved on 24 March 2010); and of Castilla-La Mancha (approved on 24 March 2010).
6. The safety measures applicable to dams and reservoirs in particular those provided for in Title VII of the Regulation of the Public Water Domain and the specific legislation for dams, reservoirs and mining rafts shall be adopted. These measures will be aimed at minimising the risk to persons and property as well as preventing and preventing possible environmental damage to water bodies.
Section 2. Discharges
Article 54. Discharges from urban areas.
In addition to the criteria laid down in the Regulation of the Public Hydraulic Domain, in particular in Articles 246 (initiation of the discharge procedure), 253 (Vertid of isolated population nuclei), 259 ter (Overflows of drainage systems in rain episodes as provided for in the third transitional provision), the following are established in relation to the design of water sanitation and purification infrastructure residual urban agglomerations:
1. The purification infrastructure will be designed according to the actual equivalent inhabitants corresponding to the urban agglomeration in question, not allowing for the consideration of the volumes of water freatics incorporated into the systems of sanitation, as a result of the poor state of the same.
2. In general, in the absence of specific studies detailing and in particular justification for another solution, and where the environmental objectives of the receiving medium are not at risk, the discharges of rain runoff from the Unit sanitation systems shall have a minimum dilution of 5 times the average waste water flow in dry time before discharge.
3. The purification infrastructure designed for unit-type sanitation systems shall have a storm tank, located before the entry to the treatment plant, which complies with the dilution criteria laid down in the previous point.
CHAPTER 9
Financial economic regime of the use of the hydraulic public domain
Article 55. Recovery of the cost of water services.
1. The recovery of the cost of water utilities and non-internalized environmental costs will aim to promote more efficient use of water and the rest of the public domain, contributing to the achievement of the objectives of good health and improvement of the attention of water needs. To this end, the authorities with powers in the supply of water, will establish tariff structures for sections of consumption, in order to be able to meet the basic necessities at an affordable price and, at the same time, to discourage the consumption excessive.
2. The competent authorities shall carry out the necessary measures to ensure that the financial economic regime relating to the uses of water is calculated from the water actually used by each user, avoiding the weighting by area. Transitional, favourable weights may be used for the most efficient irrigation areas, both for the application systems in parcel and for the efficiency in the transport and distribution infrastructure, or for the degree of organization in the distribution of water.
3. The user communities may introduce into the levies which have an impact on their community, a corrective factor of the amount to be met individually in each case, according to the allocation applied by the Community in relation to the the percentage that corresponds to the volume served by the community, in such a way that the most efficient users in the use of water are benefited. The correction factor, consisting of a coefficient to be applied on the amount to be settled, may not exceed 2 or less than 0,5. The criteria laid down must be incorporated in the respective ordinances and shall in no case have an impact on the total fee to which the user community is liquidated.
CHAPTER 10
Monitoring and reviewing the hydrological plan
Article 56. Ecological flows adopted after the hydrological plan.
1. When, in accordance with Article 18 of the Regulation on Hydrological Planning, a process of concertation for the implementation of a system of ecological flows requires a modification of the system after the preparation of the This river basin management plan, the incorporation, if any, of this new regime of ecological flows will require the corresponding revision of the hydrological plan.
2. If the outcome of the concertation does not imply any modification of the ecological flow regime provided for in this hydrological plan, the corresponding plan review will not be required and can be implemented as determined by the regulation. in effect.
Article 57. Review and follow-up of the hydrological plan.
The Hydrological Plan shall be reviewed, on a proposal from the Tagus Water Council, when changes or deviations observed in its data, hypotheses or results so advise, in particular derivatives of the monitoring in the the terms provided for in Article 88 of the Hydrological Planning Regulation. In any event, a complete review shall be carried out before 31 December 2015 and thereafter every six years in accordance with Article 89 of that Regulation.
CHAPTER 11
Organization and procedure for making public participation effective
Article 58. Information system.
1. The Basin Agency shall develop and maintain an information system to be used, in accordance with Article 87 of the Hydrological Planning Regulation, for the monitoring and review of the hydrological plan, in particular for:
• Report to the Water Council of the demarcation on the development of the Plan.
• Prepare the reports required by the European Commission.
• Facilitate information and citizen participation in the planning process.
2. The content of the information system shall be made available to the public through the contact points of the consultation and obtain documentation and information related to the Plan and shall be regularly updated at regular intervals. less, annual.
3. The documents that make up the Hydrological Plan of the Spanish part of the Tagus Hydrographic Demarcation are supported by the system of alphanumeric and geospatial information available at www.chtajo.es, which is administered by the Confederation Hydrographic of the Tagus in the terms provided for in this Regulation.
Article 59. Public participation.
Annex 10 of the Report describes the organization and the procedure applied to make public participation in the planning process effective, as provided for in Article 72 of the Hydrological Planning.
Article 60. Competent authorities.
1. They are competent authorities of the Spanish part of the River Basin District:
(a) The organs and entities of the General Administration of the State with powers regarding the exploitation, protection and control of waters in the territorial scope of this Hydrological Plan.
(b) The bodies and entities of the autonomous communities whose territory is fully or partially part of the territorial scope of this Hydrological Plan, with powers over the protection and control of waters.
(c) Local authorities, whose territory is fully or partially in the territorial scope of this Hydrological Plan, with powers over the protection and control of waters.
2. The Committee of Competent Authorities of the Spanish part of the River Basin District has in accordance with Article 36a of the recast text of the Law of Waters, the function of ensuring adequate cooperation in the application of the rules Community and national protection of waters in the territorial area of the Spanish part of the River Basin Demarcation.
3. The current composition of the Committee of Competent Authorities of the Spanish part of the River Basin Demarcation is detailed in the Memory of the Hydrological Plan. The Tagus Hydrographic Confederation will keep up to date and make available to the public, through its website (www.chtajo.es) the composition of the Committee of Competent Authorities of the Spanish part of the River Basin District, as indicated in Royal Decree 126/2007 of 2 February, changes may be made to the composition or designation of the members of the said Committee.
CHAPTER 12
Drought indicators
Article 61. Drought indicators.
1. In application of Article 62.1 of the Hydrological Planning Regulation, the system of indicators and operating thresholds defined in the current Special Plan of Action in Alert Situations and Eventual Drought is included in the Annex IX. of the river basin of Tajo, approved by Order MAM/698/2007 of 21 March 2007, in respect of those which are only amended, in line with the additional provision of the environmental assessment Act 21/2013 of 9 December 2013, indicators for the Header system.
2. The systems referred to in Anejo IX, in particular that of Cabeza, are those defined in the current Special Plan of Action in Situations of Alert and Eventual Drought of the River Basin of the Tagus.
CHAPTER 13
Program of measures
Article 62. Program of measures.
The implementation of the environmental objectives of the water bodies of the Demarcation and the deadlines for reaching them are subject to the implementation and effective development of the set of actions and programming. temporary which are defined in the Plan of Measures of the Plan, the relationship of which is included in the Annex X, in the terms provided for in the third provision third.
ANEJOS
[Anejos omitted. Refer to the original PDF.]
