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Royal Decree 355/2013, 17 May, Which Approves The Hydrological Plan Of The Hydrographic Demarcation Of The Guadalquivir.

Original Language Title: Real Decreto 355/2013, de 17 de mayo, por el que se aprueba el Plan Hidrológico de la Demarcación Hidrográfica del Guadalquivir.

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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 water and water public domain, the satisfaction of water demands, the balance and harmonization of regional and sectoral development, increasing the availability of resources, protecting their quality, saving their 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 configured by the recast text of the Water Law, approved by the Royal Legislative Decree 1/2001 of July 20; Law 10/2001 of July 5; Directive 2000 /60/EC of the European Parliament and the Council of 23 October establishing a Community framework for action in the field of water policy; the Regulation of the Public Hydraulic Domain developing the preliminary titles, I, IV, V, VI, VII and VIII of the recast of the Law of Waters, approved by Royal Decree 849/1986, of April 11; the Regulation of the Hydrological Planning approved by Royal Decree 907/2007 of 6 July; Order ARM/2656/2008 of 10 September, approving the Instruction of Hydrological Planning; Royal Decree 1620/2007, of December 7, establishing the legal regime for the reuse of sewage water; Royal Decree 1514/2009 of 2 October on the protection of groundwater against pollution and deterioration; the Royal Decree 903/2010 of 9 July, of assessment and management of flood risks; and this is complemented by management of the floods, referred to the flood plans, at the state level by the Agreement of the Council of Ministers, of 29 July 2011, for which the State Plan of Civil Protection is approved in the face of the risk of floods, and at the regional level the respective special flood plans approved by the National Civil Protection Commission.

The previous regulatory framework is supplemented by 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 on the composition, functioning and powers of the committees of competent authorities of the river basin districts with inter-Community basins, and Royal Decree 1598/2011 of 4 November establishing the composition, structure and operation of the Water Council of the Hydrographic Demarcation of the Guadalquivir and by which amends Royal Decree 650/1987 of 8 May, defining the territorial areas of the basin bodies and the hydrological plans.

This regulatory framework falls within the scope of international treaties signed by Spain, in particular the OSPAR Convention on the Protection of the Marine Environment of the North-East Atlantic, made in Paris on 22 September. of 1992.

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 2.1 has delimited the Hydrographic Demarcation of the Guadalquivir, which means that the territorial scope of this Plan includes, " the territory of the river basin of the river Guadalquivir, as well as the river basins that pour into the Atlantic Ocean from the boundary between the municipal terms of Palos de la Frontera and Lucena del Puerto (Torre del Loro) to the mouth of the Guadalquivir, together with its Transitional waters. The coastal waters have as a west limit the line with orientation 213º that passes through the Torre del Loro and as limit is the line with orientation 244th that passes through the Punta Camaron, in the municipality of Chipiona ".

In turn, the final disposition of Royal Decree 1598/2011, of 4 November, provides, by modifying the Royal Decree 650/1987, that this Confederation " comprises the territory of the river basin of the Guadalquivir River, as from the river basins that pour into the Atlantic Ocean from the boundary between the municipal terms of Palos de la Frontera and Lucena del Puerto (Torre del Loro) to the mouth of the Guadalquivir, in addition to the cities of Ceuta and Melilla ".

Consequently, the Hydrographic Confederation of the Guadalquivir, being the Basin Agency of this Hydrographic Demarcation, has elaborated this Hydrological Plan that implies the abrogation of the previous Hydrological Plan of Cuenca of the Guadalquivir, approved by the Royal Decree 1664/1998, of July 24, for which the river basin management plans are approved, repeal that extends also to the determinations of normative content of this Plan that has been object of publication by the Order of 13 August 1999.

The competition of the Hydrographic Confederation of the Guadalquivir for this purpose, is based in a general way as established in article 23.1.a) of the recast text of the Law of Waters and has been expressed through its Board of Government and The Water Council of the Demarcation of the form that is related below.

The procedure followed by the Hydrographic Confederation of the Guadalquivir, 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 The Hydrological Planning was elaborated a Work Program that included a schedule on the phases previewed, 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 it is proceeded to the drafting 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 Basin Agency produced a report on the proposals, comments and suggestions received. The Provisional Scheme of Important Issues, which is incorporated into the Interim Scheme, 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 Water Council of the Basin and to the compliance of the Committee of Competent Authorities of the Hydrographic Demarcation of the Guadalquivir. The Water Council dated October 26, 2010, reported favorably on the document. For its part, the Committee of Competent Authorities of the Demarcation, gave its agreement on October 28, 2010.

In the third stage of the planning process, the Basin Agency drafted the project proposal for the Hydrographic Demarcation Plan of the Guadalquivir. 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. In addition, 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 by which is governed.

In parallel with the development of the hydrological plan itself, 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 laid down in Law 9/2006 of 28 April on the assessment of the effects of certain plans and programmes on the environment, in order to integrate the environmental in that schedule.

Consequently, on September 29, 2008, the Hydrographic Confederation of the Guadalquivir, responsible for the preparation of the hydrological plan and, therefore, a promoter in the process of strategic environmental assessment, issued the Initial document that began the process by which the corresponding environmental organ, the General Directorate of Quality and Environmental Assessment of the Ministry of the Environment, and the Rural and Marine Environment, current Ministry of Agriculture, was informed. Food and the Environment, the start of the process of drawing up the plan hydrological, as determined by 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 the reference document on 30 July 2009, as provided for in Articles 9 and 19 of the Treaty. The Law. This 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 Hydrographic Demarcation Water Plan of the Guadalquivir, as well as some of the reasonable, technical and environmentally viable alternatives, including that of not drafting this plan, which take into account the objectives and territorial scope of the implementation of the plan.

Following the process of drawing up the plan, prior to the mandatory public consultation of the proposal for a project of the Hydrological Plan and in order to promote and to make effective the active participation of the parties Interested in the planning process, the Basin Agency organized information days, workshops and expert tables in different places of the Hydrographic Demarcation directed to the general public as well as the editing and dissemination of brochures and surveys.

Later, the project proposal for the Hydrological Plan and the Environmental Sustainability Report were submitted to public consultation for a period of six months, ending on June 15, 2011.

The public consultation period, the Guadalquivir Hydrographic Confederation, produced a report on the proposals and suggestions received, incorporating those that I consider appropriate and, subsequently, 19 of September 2012 submitted it to the Demarcation Water Council's mandatory report.

In the final wording of the proposal for a project of the Hydrological Plan, the Environmental Memory was taken into account, issued on September 14, 2012 and approved by the Secretary of State for the Environment, on October 9, 2012. compliance with Article 80.4 of the Hydrological Planning Regulation.

With the agreement of the Committee of Competent Authorities of the Demarcation, at its meeting of 19 September 2012, the final drafting of the project of the Hydrological Plan and the Environmental Sustainability Report were submitted on the 9th October 2012 to the Ministry of Agriculture, Food and Environment. This Department submitted the project to the National Water Council, which issued its mandatory report on December 13, 2012, as a step prior to its approval by royal decree by the Government.

In accordance with Article 42 of the recast text of the Water Law, the content of this hydrological plan comprises a Memory with eleven Annexes, in which it is developed: the general description of the Demarcation, which includes the very modified water bodies and the inventory of resources; the description of the uses, demands and pressures on the waters; the priorities of uses and allocation of resources, including the regime of ecological flows and the systems of exploitation and balance sheets; identification and maps of protected areas; control and state programmes water bodies; environmental objectives for water bodies; the diagnosis of compliance with environmental objectives; economic analysis of water use, including information on the recovery of costs for water services; of water; related plans and programmes; droughts and floods; the programme of basic and complementary measures; public participation, including information, public consultation and active participation throughout the process of development; of the plan; the monitoring of the hydrological plan; and the list of competent authorities of Demarcation.

In this sense, following the provisions of Article 81 of the Hydrological Planning Regulation, the documentation of the Hydrographic Demarcation of the Guadalquivir Hydrographic Plan is structured in, on the one hand, the Memory, accompanied by eleven Anejos and, on the other hand, the Regulation with nine Appendices, which includes the determinations of normative content of the Plan and which is an inseparable part of the present royal decree. Without this being binding, the content of the Plan provided for in the Report and its annexes, in particular to the Programme of Measures, is not made binding, since in accordance with Article 40.4 of the recast of the Water Law, 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 a program, its binding part, is structurally in the cited "Normative", but it does 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 provision of the present royal decree, through: the formal publication of the normative content of the Plan and its Appendices, together with the royal decree of approval, in the Official Gazette of the State; and the publication of the Memory and its Annexes on the website of the Hydrographic Confederation of the Guadalquivir.

The royal decree consists of two articles, six additional provisions, a repeal provision, and two final provisions, and the Hydrological Plan Regulations.

The regulations adopted, consisting of 68 articles, structured in ten chapters devoted to the territorial scope and the definition of water bodies (I), environmental objectives (II), ecological flow rates (III) the priority and compatibility of uses and demands (IV), the allocation and reserve of resources (V), the use of the Public Water Domain (VI), the protection of the Water Public Domain and the quality of water (VII), the system economic-financial of the use of the Public Domain Hydraulic (VIII), monitoring and review of the hydrological plan (IX) and the summary of the programme of measures (X).

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 Council of State and after deliberation of the Council of Ministers at their meeting on 17 May 2013,

DISPONGO:

Article 1. Approval of the Hydrographic Demarcation Water Plan of the Guadalquivir.

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 Hydrographic Demarcation Of the Guadalquivir Hydrographic Plan is approved.

2. The structure of the Hydrographic Demarcation of the Guadalquivir Hydrographic Plan 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 11 Annex with the following titles: very modified water bodies (Annex 1); resource inventory (Annex 2); uses and demands (Annex 3); protected zone registration (Annex 4); ecological flows (Annex 5); Operating and balancing systems (Annex 6); pressure inventory (Annex 7); environmental objectives (Annex 8); cost recovery (Annex 9); programme of measures (Annex 10) and public participation (Annex 11)

b) A Regulation of the Plan that is inserted into this royal decree accompanied by nine Appendices with the following titles: surface water masses defined in the Plan (Appendix 1); groundwater bodies defined in the Plan (Appendix 2); reference conditions (Appendix 3); artificial or highly modified water bodies as defined in the Plan (Appendix 4); description of the scope of the operating systems defined in the Plan (Appendix 5); environmental objectives (Appendix 6); allocation and reserve of resources (Appendix 7); protected areas (Appendix 8) and programme of measures (Appendix 9).

3. The territorial scope of the Plan is defined in Article 2.1 of the Royal Decree 125/2007 of 2 February establishing the territorial scope of the river basin districts.

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 foreseen in the Hydrographic Plan of the Hydrographic Demarcation of the Guadalquivir will be subjected, prior to its realization, to an analysis on its 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. 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 the proposal of the Hydrographic Confederation of the Guadalquivir, and before the favorable report of the Water Council of the Demarcation, they can be incorporated, adapted and consolidate the metrics, reference conditions and thresholds necessary to evaluate the state of the water masses of the Guadalquivir Hydrographic Demarcation, until achieving an adequate assessment for the purpose of presenting an image integrated and consistent with the state of the water bodies, in accordance with the new provisions or the new scientific and technical, national and Community developments 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 second. Program of measures.

Within the Programme of Measures, which is an inseparable part of this hydrological plan, actions that have an impact on water bodies that have a state or a state will be prioritised, depending on the available budget. potential worse than "good", in order to achieve the proposed environmental objectives and achieve good or potential status within the time limits. In addition, measures that are more sustainable both from an environmental and an economic point of view will be encouraged within these actions. This shall be without prejudice to the obligation to comply with the parts of the programme of measures which have been incorporated in the Regulation referred to in Article 1.2.b), of which the wording of the programme is binding.

Additional provision third. 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 be integrated in the definition and implementation of the sectoral policies, plans, programmes and projects to be developed in the Guadalquivir River Demarcation, in particular in order to promote the rational, balanced and sustainable use of water.

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 contents of the Plan at the headquarters of the Confederation Hydrographic of the Guadalquivir. This information will also be available on your website (www.chguadalquivir.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. 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 the personnel.

Additional provision sixth. Update and Review of the Plan.

In accordance with the provisions of the 11th paragraph 6 of the recast text of the Water Act, this Plan will be reviewed before December 31, 2015.

Single repeal provision. Repeal of the Guadalquivir Basin Hydrological Plan.

Article 1 (1) (e) of Royal Decree 1664/1998 of 24 July 1998 laying down the river basin management plans and the Order of 13 August 1999 laying down the provisions of the Treaty on the European Community's publication of the determinations of normative content of the Hydrological Plan of the Guadalquivir approved by Royal Decree 1664/1998, of July 24.

Final disposition first. Competence title.

This royal decree is issued in accordance with the provisions of Article 149.1.22ª of the Spanish Constitution which attributes to the State jurisdiction over legislation, the management and the granting of resources and the use of water. when the waters run through more than one autonomous community.

Final disposition second. Entry into force.

This royal decree will enter into force on the day following its publication in the "Official State Gazette".

Given in Madrid, on May 17, 2013.

JOHN CARLOS R.

The Minister of Agriculture, Food and the Environment,

MIGUEL ARIAS CANETE

NORMATIVE CONTENT OF THE HYDROLOGICAL PLAN OF THE HYDROGRAPHIC DEMARCATION OF THE GUADALQUIVIR AND APPENDICES

INDEX

Chapter 1. Territorial scope and definition of water bodies.

Article 1. Territorial scope.

Article 2. Hydrographic Zoning of the territorial scope.

Article 3. Identification and delimitation of surface water masses.

Article 4. Identification and delimitation of bodies of groundwater and relation of the strategic character.

Article 5. Reference conditions.

Article 6. Masses of artificial water or very modified.

Article 7. Definition of operating systems.

Article 8. Assessment of surface and underground water resources.

Chapter 2. Environmental goals.

Article 9. Environmental objectives.

Article 10. Temporary deterioration of the state of the water masses.

Article 11. Conditions for new modifications or alterations.

Chapter 3. Ecological flow rates.

Article 12. Ecological flows under ordinary conditions.

Article 13. Ecological flows in prolonged drought conditions.

Article 14. Monitoring and monitoring of the ecological flow system.

Article 15. Compliance with the ecological flow rate regime.

Article 16. Other issues related to compliance with the ecological flow rate regime.

Chapter 4. Priority and compatibility of uses and demands.

Article 17. Uses of water.

Article 18. Order of preference of uses in water concessions in general.

Article 19. Supply demand.

Article 20. Agricultural demand.

Article 21. Of the improvement of existing irrigation.

Article 22. Forecasts for the transformation of land into irrigation.

Article 23. Of the criteria for the assessment of hydropower.

Article 24. Of the conditions for the execution of energy use.

Article 25. On the promotion of energy exploitation in public ownership dams.

Article 26. Demand for other industrial uses.

Chapter 5. Resource allocation and reserve.

Article 27. General principles.

Article 28. Allocation and reserve of resources according to operating systems.

Article 29. Need for transfer of resources from other river basins.

Chapter 6. Use of the hydraulic public domain.

Section 1. Proprietary uses.

Article 30. Proprietary use by legal disposition.

Article 31. Installing measurement devices.

Section 2. Authorizations and Concessions.

Article 32. Review and expiration of concessions.

Article 33. The modernization of irrigation and the concessional review.

Article 34. Conditions in the irrigation concessions.

Article 35. Irrigation availments acquired by legal provision.

Article 36. Discharges from concessions.

Article 37. Other principles relating to the concessional regime.

Article 38. Public Utility Statement.

Article 39. Concessional deadlines.

Chapter 7. Protection of the water supply and water quality.

Section 1. Groundwater.

Article 40. Protection of groundwater against the intrusion of salt water.

Article 41. Bodies of groundwater at risk of not achieving good quantitative or chemical status.

Article 42. Specific rules for groundwater concessions or authorisations.

Section 2. Discharges.

Article 43. General rules for the management and control of discharges.

Article 44. Consideration of discharges of minor importance.

Article 45. Discharges into natural channels with intermittent flow rate.

Section 3. Reuse of clean water.

Article 46. Reuse of waste water.

Article 47. Irrigation returns.

Section 4. Protected Zones.

Article 48. Protected areas covered by this Hydrological Plan.

Article 49. Relationship of protected areas in water catchment areas for supply.

Article 50. Relationship of protected areas for the protection of significant aquatic species from the socio-economic point of view.

Article 51. Specific measures for dams and azudes.

Article 52. Relationship of protected zones for recreational use.

Article 53. Vulnerable areas.

Article 54. Sensitive areas.

Article 55. Habitat or species protection zones.

Article 56. Mineral and thermal water protection perimeters.

Article 57. River natural reserves.

Article 58. Special protection zones.

Article 59. Wetlands.

Section 5. Extreme weather events.

Article 60. Flood protection.

Article 61. Drought protection.

Chapter 8. Financial economic regime for the use of hydraulic public domain.

Article 62. Exceptions to the application of the cost recovery principle.

Article 63. Regulation fee.

Chapter 9. Monitoring and review of the hydrological plan.

Article 64. Protected areas designated after approval of the Basin Hydrological Plan.

Article 65. Monitoring and review of the Hydrological Plan.

Chapter 10. Summary of the measurement program.

Article 66. Agents of the Plan.

Article 67. Organization and procedure for making public participation effective.

Article 68. General issues of the Action Programme.

CHAPTER 1

Territorial scope and definition of water bodies

Article 1. Territorial scope.

The territorial scope of this Hydrological Plan is the territory of the Hydrographic Demarcation of the Guadalquivir defined by Royal Decree 125/2007, of February 2.

Article 2. Hydrographic Zoning of the territorial scope.

1. For the purposes of the assessment of surface resources and other purposes, the demarcation has been divided into the twenty-five (25) sub-areas presented in Table C. 2.1.

Table C. 2.1 Hydrographic Zoning of Demarcation

Number

order

12

Subzone

1

Guadalquivir to Tranco reservoir.

2

Guadalquivir between the Transo and Marmolejo reservoir

3

5

4

5

Guadalbulon.

6

Guadiel and Rumblar.

7

Jandula.

8

9

Yeguas, Martin Gonzalo, and Arenoso.

10

Guadalquivir between Marmolejo and Cordoba (Guadalmellato)

11

12

12

Zant_table_izq"> Guadalquivir between Cordoba (Guadalmellato) and Palma del Rio.

13

Guadajoz.

14

Bembezar, Retortillo, Guadalora, and Guadalbacar

15

High and Medium Genil to Iznajar reservoir.

16

17

Guadalquivir between Palma del Rio (Genil) and Alcala del Rio.

18

19

19

Rivera of Huesna and Viar.

20

Guadalquivir between Alcala del Rio and Bonanza.

21

Huelva Rivera.

22

23

23

Old Source, Moron Salt, Lebrija Salado, and Trebujena Cano

24

Guadiamar, Majalberraque, and Pudio.

25

Mother of Marisms

Article 3. Identification and delimitation of surface water masses.

1. In the Hydrographic Demarcation, 443 surface water masses have been defined, of which 392 are of the category river, 35 masses of the lake category, 13 masses of water of transition and 3 masses of coastal waters that are presented in the tables T.I. 1, T.I. 2, T.I. 3 and T.I. 4 of Appendix 1, indicating codes, name of the mass and the coordinates of its centroid.

The 392 water bodies of the river category are divided into the typologies presented in Table C. 3.1.

Table C. 3.1 Tipologia of the surface water bodies of the river category

# masses

102. Rivers of the Guadalquivir Depression

40

106. Siliceous rivers of Sierra Morena piedemonte

48

107. Low-altitude Mediterranean mineralized rivers

15

108. Rivers of the low Mediterranean Mediterranean mountain

92

109. Mediterranean low-mountain mineralized rivers

66

111. Siliceous Mediterranean mountain rivers

6

112. Mediterranean mountain rivers calcareous

50

114. Low-altitude Mediterranean axes

6

116. Mineralized Mediterranean-continental axes

8

117. Large axes in the Mediterranean environment

5

Embalses

56

392

The water bodies on reservoirs are also divided into the categories listed in Table C. 3.2.

Table C. 3.2 Tipologia of surface water bodies on reservoirs

# masses

2. Monomictic, wet zone siliceous, with annual mean temperature greater than 15 ° C, belonging to headwaters and high tranches

1

. Monomictic, siliceous from non-humid areas, belonging to headwaters and high stretches

18

5. Monomictic, siliceous of non-humid zones, belonging to rivers of the main network

8

7. Monomictic, calcareous of wet areas, with annual average temperature of less than 15 ° C, belonging to heading rivers and high stretches

5

10. Monomictic, calcareous of non-humid zones, belonging to headwaters and high stretches

9

. Monomictic, calcareous of non-humid zones, belonging to rivers of the main network

14

12. Monomictic, calcareous of non-humid zones, belonging to low core sections

1

Total

56

2. The masses of the lake category are also divided into the typologies mentioned in Table C. 3.3 (*There are two lakes which are classified by similarity with the typologies corresponding to very modified water masses similar to lakes provided in the Order ARM/2656/2008 for the approval of the Instruction for Hydrological Planning, paragraph 2.2.2.3.1.

Table C. 3.3 Tipologia of the surface water bodies of the lake category

# masses

265. Lake, evaporites, hypogenic or mixed, small

3

267. Sediment basin interior lake, low mineralization, temporary

4

268. Sedimentation basin interior lake, medium mineralization, permanent

4

269. Sedimentation basin interior lake, medium mineralization, temporary

6

270. Sediment basin interior lake, high or very high mineralization, permanent

2

271. Sediment basin interior lake, high or very high mineralization, temporary

5

273. Sedimentation basin interior lake, hypersaline, temporary

1

275. Sediment basin interior lake, river source, flood plain, high or very high mineralization

4

277. Sediment basin interior lake, associated with alkaline peatlands

1

280. Littoral lake in dune complex, temporary

3

11. Monomictic, calcareous of non-humid zones, belonging to rivers of the main network

1

12. Monomictic, calcareous of non-humid zones, belonging to low core sections

1

Total

35

3. In turn, the transitional water masses are divided into the typologies of Table C. 3.4.

Table C. 3.4 Tipologia of the surface water masses of the transition category

# masses

701. Atlantic transitional waters of low renewal. (heavily modified waters by port presence)

6

387. Salinas

1

392. Mesomareal Atlantic estuary with irregular river discharge

6

Total

13

4. The three coastal water bodies are classified in the following typologies:

Table C. 3.5 Tipologia of the surface water bodies of the coastal category

# masses

. Atlantic coastal waters of the Gulf of Cadiz

2

. Atlantic coastal waters influenced by river inputs

1

Total

3

Article 4. Identification and delimitation of bodies of groundwater and relation of the strategic character.

1. The Hydrographic Demarcation of the Guadalquivir defines the sixty (60) bodies of groundwater that are collected by Table T. II.1 of Appendix 2, with an indication of their code, name and coordinates X and Y of their centroids. Its location is also presented in the Lamina called groundwater masses of the appendix

2. The code and denomination of the underground water masses coincide with those of the ancient Hydrogeological Units, with the exception of the masses located in hydrogeological units shared with other watersheds, for which the mass collects, only, the part of the Unit located on the Hydrographic Demarcation of the Guadalquivir.

3. The underground water bodies listed below are of a strategic nature in this Plan, because of their importance for human supply or their contribution to the maintenance of contributions to large regulatory reservoirs. or because of its environmental relevance.

a) 05.01. Sierra de Cazorla.

b) 05.02. Quesada-Castril.

c) 05.03. Duda-La Sagra.

d) 05.22. Mindideros-Montesinos.

e) 05.32. Depression of Granada.

f) 05.35. Cabra-Graena.

g) 05.36. Rute-Horconera.

h) 05.37. Albayate-Chanzas.

i) 05.40. Sierra Gorda-Zafarraya.

j) 05.42. Tejeda-Almijara-Las Guajaras.

k) 05.49. Gerena-Posadas.

l) 05.51. Almonte-Marismas.

m) 05.65. Sierra de Padul.

n) 05.66. Grajales-Pandera-Carchel.

n) 05.70. Grace-Ventisker.

or) 05.72. Sierra de Cañete.

According to what is stated in Article 42.5, these masses will be primarily reserved for urban supply.

Article 5. Reference conditions.

1. As provided for in Articles 7, 8 and 10 of the Hydrological Planning Regulation, approved by Royal Decree 907/2007 of 6 July 2007. Reference conditions for the different types of surface water masses are presented in the tables in Appendix 3.

2. Before the next revision of the Hydrological Plan, the necessary studies will be carried out to update the reference conditions in the different categories and types of water mass.

Article 6. Masses of artificial water or very modified.

1. It is called a very modified mass of water to a mass of surface water which, as a consequence of physical alterations produced by human activity, has undergone a substantial change in its nature.

2. The mass of artificial water is called a mass of surface water created by human activity.

3. The surface water bodies designated in the demarcation as artificial waters or very modified waters are collected in Tables T. IV.1 Artificial or very modified water equivalent to rivers, T. IV.2 Artificial or highly modified water Equivalent to lakes and T. IV.3 Artificial or very modified water equivalent to transitional waters of Appendix 4. Two bodies of artificial water, the Balsa de Lebrija and the Lagoon of the Tarelo and a hundred and sixteen modified are designated.

Article 7. Definition of operating systems.

1. In accordance with Article 19.1 of the Hydrological Planning Regulation, eight operating systems are defined in the Guadalquivir River Demarcation, as follows, with their corresponding subsystems:

System 1. Guadiamar.

System 2. Supply Sevilla.

Huelva's Rivera Subsystem.

Huesna Rivera Subsystem.

System 3. Supply from Cordoba.

System 4. Jaen's sourcing.

System 5. Hoya de Guadix.

System 6. High Genil.

Granada's Vega Alta and Media Subsystem.

Bermeja Subsystem.

Granada's Vega Low Subsystem.

System 7. General Regulation.

General Regulation Subsystem.

Danador Subsystem.

aguascebas Subsystem.

Fresneda Subsystem.

Martin Gonzalo Subsystem.

Jandula-Montoro Subsystem.

Sierra Boyera Subsystem.

Subsystem To Be Ignored.

rumblar Subsystem.

Guadalentin subsystem.

Save Subsystem.

System 8. Bembezar-Retortillo.

The scope of the operating systems is described in Appendix 5 and in the Lamina L. V. I of that appendix the location of the defined operating systems is graphically presented on the basis of territorial criteria of surface.

2. In order to enable the overall performance analysis throughout the Hydrographic Demarcation, the operating systems defined in the first paragraph are integrated, in a simplified manner, as partial systems in a single system according to the provided for in Article 19.5 of the Hydrological Planning Regulation.

3. In order to increase the security of supply, it is an objective of the Plan the single operating system, except:

a) Supply to large urban agglomerations, Supply Systems of more than 150,000 inhabitants.

b) Those cases in which the interconnection is technically, environmentally or economically not viable.

4. In order to allow optimal management within a system of the available resources in quantity and quality and to increase the guarantee of supply, the greatest possible number of Demands Units must be interconnected or completed. with the available resources.

5. The Sub-Mediterranean Water Masses as defined in Article 4 are attached to the resource exploitation systems in the form set out in Table C. 7.1.

Table C. 7.1 Adscription of groundwater masses to resource exploitation systems (ser)

Underground Water Mass

Duda-La Sagra.

6

514

Being attached

Mase of groundwater

Be the one to subscribe

Code

Name

Code

Name

501

Sierra de Cazorla.

7

523

7

Quesada Castril.

524

524

7

Duda-La Sagra.

7

525

Rumbling.

7

504

Huesar-Puebla of D. Fadrique.

526

Aluvial of the Guadalquivir-High Course.

7

505

The Zarza.

7

527

Porcot.

7

506

Orce-Maria-Cullar.

7

528

Eastern Mountains-Sector North.

4, 6, and 7

Ahillo-Caracolera.

529

529

Sierra de Colomera.

6

508

Sierra of Stances.

7

530

Arana Sierra.

5 and 6

509

7

7

531

The Weak.

5 and 6

510

532

Depression Depression

7

7

de Baza.

5 and 7

533

Sierra Elvira.

6

512

Guadix-Marquesado.

5

534

6

513

The Mencal.

5 and 7

535

7

Bedmar-Jodar.

7

7

536

536

Route-Horconera.

7

515

Torres-Jimena.

7

537

Albayay-Chanzas.

6 and 7

516

7

7

538

The Pedro-Arcas.

6 and 7

517

4 and 7

539

539

Hacho de Loja.

6

518

San Cristobal.

7

540

Sierra Gorda-Polje de Zafarraya.

6

519

Real English-Pegaljar.

7

541

Guadhortuna-Larva.

5, 6, and 7

520

Almaden-Carluca.

7

542

Tejeda-Almijara-Las Guajaras.

6

521

Sierra Magina.

7

543

Sierra and Estepa's Miocene.

7

522

Montesinos Mentor.

4

544

Ecija Altiplanes.

7

545

Sierra Morena.

565

Sierra de Padul.

6

546

The Guadalquivir-Medium Aluvial.

7

566

Grajales-Pandera-Carchel.

4 and 7

547

Sevila-Carmona.

7

568

548

Arhal-El Coronil-Moron-Puebla de Cazalla.

7

569

7

549

549

7

1, 7, and 8

570

Grace-Ventker.

4 and 7

550

Aljarafe.

571

Montiel Field.

7

551

Almonte-Marismas.

1

572

Sierra de Canete.

7

552

Lebrija.

7

573

The Guadalquivir-Seville Aluvial.

7

6. In accordance with Article 9.2 of the Hydrological Planning Regulation, Table C. 7.2 presents the proposal of the groundwater masses shared with other demarcations, resulting from the partition of old hydrogeological units. shared with other river basins and for which the National Hydrological Plan may establish certain criteria for ordering their shared exploitation.

Table C. 7.2 Underground water mass resulting from the partition of old hydrogeological units shared with other watersheds

Code and name Hydrological Plan for the Demarcation of the Guadalquivir

Code and name Demarcation Hydrological Plan with whom you share

Shared with *

1

05.05 La Zarza.

07.54 Sierra de la Zarza.

2

05.06 Orce-Maria.

07.27 Orce-Maria.

Secure.

3

05.08 Sierra of Stances.

060.002 Sierra of the Stays.

CMA.

4

05.40 Sierra Gorda-Zafarraya.

060.025 Sierra Gorda-Zafarraya.

CMA.

5

05.42 Tejeda-Almijara-Las Guajaras.

060.024 Sierra de Almijara

060.061 Albunuelas Sierra

060.062 Sierra de las Guajaras

060.064 Sierra de Tejeda.

CMA.

6

05.49 Gerena-Posed.

030,593 Niebla.

CAA.

7

05.51 Almonte-Marismas.

030,595 County.

8

8

8

060.017 Sierra de Padul Sur.

CMA.

9

05.71 Montiel Field.

30609 Field Montiel.

Guadiana.

10

05.72 Sierra de Canete.

060.041 Sierra de Canete South.

CMA.

* CMA: Andalusian Mediterranean Watersheds; CAA: Andalusian Atlantic Watersheds.

Article 8. Assessment of surface and underground water resources

1. The surface natural water resources have been evaluated for the entire scope of the Guadalquivir Hydrographic Demarcation, at a monthly scale and with a spatial resolution of 1 km2 for the period 1940/41 to 2005/06.

2. In the studies on the resources of the basin, it will be necessary to use, in order to ensure its homogeneity, the values that the Web of the Basin Agency collects on average annual contributions and the series of monthly contributions of the units Hydrographic zoning for the period indicated in the previous point.

3. The total natural water resources of the basin have been evaluated at 7,043 hm3/year, not exceeding the half of the years 5.585 hm3/year. It should be borne in mind that the studies have been based on the historical series 1940/41-2005/06, the maximum length available at the time of the drafting of the Plan. This figure is significantly lower if the length of the series is reduced to 1,980/81 to 2005/06 in which the average natural resources are 5,755 hm3/year, not exceeding the half of the years 4.015 hm3/year. Future forecasts can therefore be diverted from reality according to the characteristics of the next hydrological years. Table C. 8.1 presents the distribution of the natural contribution according to the subareas of Article 2.

Table C. 8.1 Assessment of natural resources in demarcation according to the areas defined in Article 2 of this Regulation

Bembezar, Retortillo, Guadalora, and Guadalbacar

Subzone

String

1940/41-2005/06

1980/81-2005/06

Media

hm3/year

Median

hm3/year

Media

hm3/year

Mediana

hm3/year

Guadalquivir to reservoir Tranco

178

153

141

114

Guadalquivir between the Tranco reservoir and Marmolejo

188

192

127

404

298

205

Guadalimar

771

570

419

Guadalbulon

69

89

49

116

148

116

116

84

232

232

174

177

111

Arjona Salt and Porcot Salt

114

49

77

38

Yeguas, Martin Gonzalo and Arenoso

260

207

231

175

Guadalquivir between Marmolejo and Córdoba (Guadalmellato)

79

41

70

36

385

250

370

232

Guadalquivir between Cordoba (Guadalmellato) and Palma del Rio (Genil)

220

167

208

155

Guadajoz

313

212

240

155

454

318

234

High and Medium Genil to Iznajar Reservoir

557

486

450

340

Under Genil

323

190

160

160

Guadalquivir between Palma del Rio (Genil) and Alcala del Rio

237

193

220

144

217

145

145

173

113

Rivera of Huesna and Viar

474

327

432

275

Guadalquivir between Alcala del Rio and Bonanza

78

60

72

45

389

288

343

216

Guadaira

169

120

141

102

Old Source, Moron Salt, Lebrija Salado, and Trebujena Cano

233

168

185

151

Guadiamar, Majalberraque, and Pudio

206

149

197

114

Mother of Marismas

107

94

94

53

Total Guadalquivir Basin

7.043

5,585

5,755

4,015

4. A part of the hydraulic resources of the previous section are of underground origin, contributing their natural regulation to the maintenance of the base flow of the surface courses. In the Hydrographic Demarcation of the Guadalquivir, the natural water resources of underground origin have been evaluated according to the groundwater bodies of Article 4 and are collected in Table C. 8.2, defining the recharge and the resource available, understanding this, in the sense that the Hydrological Planning Instruction establishes, as the average year-on-year value of the total recharge rate of the groundwater mass, minus the average year-over-year flow required to achieve the ecological quality objectives for the associated surface water to avoid any reduction significant in the ecological status of such waters, and any significant damage to the associated terrestrial ecosystems.

With this, the total of the underground natural water resources available in the set of the groundwater masses defined in the demarcation is in 1962.24 hm3/year. The uses for which these underground resources are intended and those that exist outside the defined water bodies shall comply with that specified in Article 42.

Table C. 8.2 Underground water resources in the demarcation by mass of groundwater

Cod. Groundwater Mass

0512

0522

Reload

(hm3/year)

Available Resource (Rd)

Cod. Groundwater Mass

Reload

(hm3/year)

Available Resource (Rd)

0501

141.00

70.50

0531

91.00

72.80

0502

215.00

107.50

0532

232.00

185.60

0503

10.00

8.00

0533

5.50

4.40

0504

30.00

24.00

0534

11.00

8.80

0505

2.80

2.24

0535

47.00

37.60

0506

23.00

18.40

0536

23.50

18.80

0507

3.50

2.80

0537

11.50

9.20

0508

6.60

5.28

0538

3.80

3.04

0509

34.00

27.20

0539

11.00

8.80

0510

6.20

4.96

0540

100.00

80.00

0511

50.00

40.00

0541

12,50

49.00

39.20

0542

78.00

62.40

0513

12.70

10.16

0543

27.00

21.60

0514

2.20

1.76

0544

78.00

62.40

0515

4.50

3.60

0545

275.00

220.00

0516

2.70

2.16

0546

44.00

35.20

0517

2.60

2.08

0547

150.00

120.00

0518

0.75

0.60

0548

32.00

0519

4.00

4.00

4.00

0549

31.50

25.20

0520

6.00

4.80

0550

32.40

25.92

0521

22.00

17.60

0551

250.00

125.00

5.00

4.00

0552

7.00

5.60

0523

57.60

46.08

0565

30,20

24,16

0524

15,00

12.00

0566

24.50

19.60

0525

4,80

0568

42.00

33.60

0526

66.00

52.80

0569

38.00

30,40

0527

3.00

2.40

0570

20.00

0528

42.00

33.60

0571

10.00

8.00

0529

25.00

20.00

0572

12.00

9.60

0530

40.00

40.00

0573

50.50

40.40

Sumas

2.680.05

1,962.24

5. The Basin Agency will be in contact with the Spanish Climate Change Office, in view of the information received, to incorporate the changes that may affect the objectives of the Hydrological Plan.

6. Measures to save and use surface water and underground water to remedy possible deficits, without affecting established rights, should be extreme, and always in accordance with the rules on exploitation and granting of authorisations and concessions are set out in this document for groundwater, without prejudice to what may be established in other higher-ranking rules.

CHAPTER 2

Environmental goals

Article 9. Environmental objectives.

The environmental objectives to be achieved in the different water bodies of the Demarcation are those defined in Appendix 6.

Article 10. Temporary deterioration of the state of the water masses.

1. In accordance with Article 38 of the Hydrological Planning Regulation, the temporary deterioration of the state of one or more bodies of water may be permitted where natural or force majeure causes are exceptional or have not been foreseen. reasonably, or where there are results of circumstances arising from accidents which have not been reasonably foreseen either. These causes include the following:

(a) Avenues with a flow rate higher than the maximum normal growth defined in Article 4.2 of the Regulation of the Public Hydraulic Domain that develops the preliminary titles, I, IV, V, VI, VII, and VIII of the recast of the Law of Aguas, approved by Royal Decree 849/1986 of 11 April.

(b) Prolonged droughts, such as those corresponding to the state of alert or to the state of alert established in the Special Plan of Action in situations of alert and eventual drought of the Guadalquivir basin, approved by Order MAM/698/2007 of 21 March 2007 approving the special plans for action in situations of alert and eventual drought in the areas of the river basin management plans.

(c) It shall be considered as accidents that the following events have not been reasonably foreseen, provided that they have been caused by accidental or force majeure: occasional discharges, failures in waste storage systems, fires in industries and accidents in transport. Circumstances arising from forest fires shall also be considered.

2. The conditions which for situations of temporary deterioration lay down the rules in force and in particular Article 38 of the Hydrological Planning Regulation must be met.

Article 11. Conditions for new modifications or alterations.

1. During the period of validity of this Hydrological Plan, new modifications of the physical characteristics of a surface water mass or alterations in the level of the groundwater masses may be permitted, even if the deterioration occurs. the condition of a mass of water or even the failure to achieve the good or, where appropriate, good potential, provided that the conditions laid down in Article 4.7 of Directive 2000 /60/EC of the European Parliament and of the Council of 23 The Council adopted a proposal for a Council Directive on the approximation of the laws of the Member States relating to: as well as in Article 39 of the Hydrological Planning Regulation.

2. Based on the above, it is envisaged that the physical characteristics of the masses listed in Table C. 11.1 are to be modified:

Table C. 11.1 Water Masses where modification of physical characteristics is anticipated

Code

Mass Name

Observation

ES0511012034

Ríos Salobre and Angonilla.

Affected by the future reservoir of the Zapateros dam currently under construction.

ES0511009047

Rio Guadimar to the River Guadalmena.

Affected by the future reservoir of the Siles dam currently under construction

3. Taking into account the actions contained in Annex II of Law 10/2001, of July 5, the Law of National Hydrological Plan, and in the Program of Measures of this Plan, developed in Appendix 9 of the Memory and whose summary is contained in Chapter 10, and pursuant to the rules set out in the first paragraph and of the applicable legislation on the protection of the environment, the bodies of water collected in Tables C. 11.2 and C. 11.3 may undergo modifications of their physical characteristics due to the following actions, provided that they are technically, economically and environmentally feasible:

Table C. 11.2 Water Masses that could be modified by the implementation of measures of the National Hydrological Plan (Law 10/2001)

in the event of the Lamination Pressure being developed in the Eliche and Quiebrajano confluence

Code

Mass Name

Observation

ES0511100076

Rio Genil downstream of the Cordobilla Dam.

Affected by the future San Calixto dam reservoir planned in the Measures Program.

ES0511009046

Rio Fardes downstream of the Guadix River to the Lesser Guadiana River.

Gor river header regulation affected by the right margin

ES0511012014

High River Guadhorthuna Tramo.

Flow Regulation.

ES0511052520

Friars and Afluents River.

ES0511006009

Sietestreams.

Regulation flow.

ES0511009019

Rio Guadalbulon to Infants.

Rules on rivers Eliche. Flood lamination and flow regulation

ES0511009058

High Genil River Tramo and Low Stretches Of River Jar and Dilar.

Affected in the event of the development of the Union of the gullies of the ravines located in the northern area of Granada on the river Genil

ES0511100111

Rio Guadalquivir downstream from the Villafranca dam to the river Guadajoz.

Affected in case of the development of the redevelopment of the Guadalquivir River in its passage through Cordoba. Phase II.

ES0511011002

Rio Monachil.

Affected in case of Encauching and Conditioning the Monachil River margins between Monachil and Granada

ES0511009059

Salado Arroyo.

Affected by the Encajection of the Salado Arroyo in the Vega of Santa Fe.

ES0511100082

Rio Guadalimar from the Giridance Dam to the Source Alamo stream.

Affected in Case To develop the Guadimar Encautures affected by the Giridance dam

ES0511016002

Rio Genil downstream of the Cubillas River until The Iznajar reservoir.

Affected in case of development of the Lighting up the Genil River as it passes through Villanueva de Meesia.

ES0511009014

Arroyo de Burriana.

Affected in case of developing the Burriana stream Encauting at the outlet in the Genil.

ES0511100112

ES0511009058

High Genil river and low sections of the Darro and Dilar rivers.

Affected in case of development of the Genil and Cubes River Conditioning in the Vega of Granada.

ES0511009024

Rio Cubes downstream of the Friars River

ES0511012019

Darro River High Tramo.

Avenue Lamination

Table C. 11.3 Water Masses that could be modified by the application of the measurement program

Code

Mass Name

Observation

ES0511008066

Guadalen River Header.

Affected by the Future Montizon Castle Dam Reservoir in the Measures Program.

ES0511008083

Rivers Guadalalen upstream of the Danador River and La Manta River

ES0511011005

Rio Guadix and tributaries.

Encauting the Baza Rambla at Guadix.

ES0511100083

River Guadiana Minor downstream of the river Fardes.

Regulation of surpluses of the reservoirs of Francisco Abellan and Negratin.

4. The physical characteristics of the transitional water masses referred to in Table C. 11.4 may be modified, if the conditions necessary for their performance are met, by the dredging of the navigation channel of the Port of Seville, compliance with the provisions of the preceding paragraphs.

Table C. 11.4 Water Masses that could be modified by the realization of the navigation dredging of the Port of Seville

Code

Mass Name

Observation

ES0513213009

The Isleta, Merlina, Punta del Verde, and Vega of Triana Cortes.

Dragados from the navigation channel of the Port of Seville.

ES0513213007

ES0513213006

Mata-La Horcada.

ES0513213006

ES0513213005

the Stud-Tarfia.

ES0513213004

Mouth Guadalquivir-Bonanza.

CHAPTER 3

Ecological flow regimes

Article 12. Ecological flows under ordinary conditions.

1. The ecological flow rate system is established in accordance with the studies carried out in Annex 5 of the Memory of the Hydrological Plan, and the framework stipulated in Order ARM/2656/2008 of 10 September, approving the Instruction of Hydrological Planning, and as regulated in Articles 42 and 59 of the recast text of the Water Act.

This article does not apply in the case of prolonged drought under Article 13, nor in the maneuvers necessary for the prevention of floods and the lamination of avenues.

2. The components of the flow rate regime in the surface water bodies of the river category are:

-Minimum flow rates.

-Maximum caudals that should not be exceeded during the operation and ordinary management of hydraulic infrastructures at certain times of the year.

-Change rate.

-A generator flow in the water bodies located downstream of important regulatory infrastructures.

3. Minimum flow rates shall be ensured:

(a) In the water bodies located downstream of the main regulatory infrastructures, by means of the daily minimum flows, counted as a daily average of the circulating flow, which, for temporary periods, are indicated in Table C. 12.1.

The control points of these flows shall be located downstream of the dam in a stretch not exceeding five kilometres.

Table C. 12.1 Minimum Caudals, for Temporary Periods, downstream of the main regulatory reservoirs that are noted

Embalses

Beas Tranco

The Fernandina

Quiebrano

Jandula (*)

The Breath (**)

Agrio

Minimum flow rates (l/s)

oct-nov

dic-Apr

may-sept

270

280

260

San Clemente

50

70

60

The Portillo (*)

350

380

380

100

100

110

The Negratin

300

320

290

Francisco Abellan

50

70

60

Guadalalen

290

380

330

Giridance

590

630

550

90

170

80

Guadalmena

370

740

300

120

110

420

230

420

200

60

90

90

50

100

50

Arenoso

100

190

100

Martin Gonzalo

70

San Rafael Navallana (**)

210

400

190

Viboras

90

120

100

Vadomojon

220

220

200

Sierra Boyera

70

140

60

Bridge

310

620

250

310

590

280

Bembezar (**)

280

530

250

The Retortillo

100

190

100

160

140

115

145

110

110

50

50

50

50

50

70

80

80

80

80

70

110

140

140

140

140

140

130

Iznajar

790

830

750

Jose Toran

90

80

80

Cazalla's Puebla

190

210

190

Huesna

130

250

120

The Painted

310

620

250

Melonars (*)

140

140

140

Aracena

150

290

140

Zufre

160

300

140

400

210

190

Cala

120

220

110

Gergal (**) (***)

200

200

200

50

100

60

Tower

160

180

160

(*) Fixed by specific study, downstream section.

(**) Given the low length of the water masses located between the foot of the dam and the river Guadalquivir, these flows will not be applicable when the flow rate in the river Guadalquivir exceeds the minimum flow rate at the fixed rate.

(***) Proportionality has been applied with the melonar reservoir, and a specific study confirming it is necessary.

(b) At the control points indicated in Table C. 12.2, by means of the daily minimum flow rates indicated:

Table C. 12.2 Minimum Caudals, for Temporary Periods, at the Control Points that are flagged

Rio

Imperative.

Villafranca Presa.

Minor Guadiana.

Guadalimar.

Control Point

Character

Minimum flow rates (l/s)

oct-nov

dic-Apr

may

jun

jul-sept

Guadalquivir.

Arroyo Maria (*) Station.

Imperative.

370

1,280

1,220

1.220

370

Presa Pedro Marin (*).

1,600

1,600

1,600

1,600

1,600

2.080

2,200

2,200

1,920

1,920

3,380

3.380

2,950

2,950

4,600

4,600

4,600

4,600

4,600

4,600

4,600

4,600

6.690

6.690

7.070

7.070

6.170

6.170

6.170

7.440

7.440

7.440

7.440

7.440

Order_table_der" >7,870

6.870

6.870

Position Station Position (*).

Objective.

510

510

510

510

510

250

250

250

250

250

250

250

250

250

Guadalbulon.

Objective.

Objective.

240

500

190

190

190

Guadajoz.

Aforo Station of Valchillon (*).

Objective.

510

510

510

510

Genil.

220

170

220

170

220

210

210

Loja's

Station.

Objective.

970

1,270

1.230

1.230

970

Imperative.

Imperative.

820

870

870

760

760

Ecija (*) afore station.

Objective.

1,100

1,100

1,100

1,100

1,100

Corons.

Carmona afore station (*).

300

300

300

300

Guadiamar.

Objective.

400

650

400

400

400

(*) Respond to specific studies of the stretch.

Character:

Imperative: Water basin regulation above allows to ensure these minimum flow rates.

Objective: Regulatory of the upstream basin does NOT allow to secure the minimum flow rate, but it forces the restriction of use to exceed the marked threshold.

5. The maximum flow rates are limited downstream of the following regulatory reservoirs, in the time of freza, in order to maintain a high percentage of shelter and therefore of habitat in the mass of water. They are presented in Table C. 12.3. The values for the rest of the regulatory infrastructures shall be established where there are sufficient studies to justify them.

Table C. 12.3 Maximum levels, for temporary periods, to be unspent from the regulatory reservoirs that are indicated

Maximum flows (m3/s)

Apr-Apr

Freza

may-

Negretin.

24,4

20.8

56.9

22.5

24.5

76.5

14,8

16.3

76.5

Guadalen.

Channels.

12.4

8.7

10.5

Quit.

The Painted.

44.3

21.6

Cala.

27,5

5. The rate of change is defined as the difference of flow between two successive values of a hydrological series per unit of time, both for the conditions of ascent and the decrease of flow. The values of these exchange rates shall be established where there are sufficient studies to justify them.

6. For the establishment of the ecological flow rate regime in the transitional waters, a general study to be completed before the next revision of the Hydrological Plan will be developed. The complexity of the topic advises to postpone the conclusions regarding their ecological flows until they know and confirm the result of this study, whose works will have to be coordinated through the Committee of Competent Authorities of the Demarcation Hydrographic of the Guadalquivir. The approach will take into account the multi-disciplinary nature of the subject, the competition and the uncertainty linked to the climate change forecasts.

7. As regards the environmental water requirements of the lake-type water masses and the wetlands, the specific difficulties and the great variety of situations in the lakes and wetlands of the Guadalquivir Hydrographic Demarcation have prevented the completion of all necessary studies, which must be completed before the next review of the Hydrological Plan. Most of the lakes and wetlands of the Hydrographic Demarcation already have a specific protection figure, which, on the other hand, orders the possible uses in them. In these cases, the water needs identified in the above studies will complement existing protections.

8. In the next review of the Plan, the Guadalquivir Hydrographic Confederation will update paragraphs 5, 6 and 7 with the available data.

Article 13. Ecological flows in prolonged drought conditions.

1. In accordance with Article 18.4 of the Hydrological Planning Regulation, in the case of prolonged droughts, the ecological flow rate regime shall be modified in the form indicated in Table C. 13.1 below.

2. An exceptional drought situation shall be considered in an operating system where the alert status thresholds or those defined in the Special Action Plan in the Event of Alert and Eventual Drought in the Hydrographic Basin of the Region are exceeded. Guadalquivir.

3. In the case of application of the ecological flow rate regime, the conditions laid down in Article 38 of the Hydrological Planning Regulation on the temporary deterioration of the state of the the bodies of water.

Table C. 13.1 Percentage reduction of the minimum flow rate defined in Article 12 for applying in a drought situation

Alert

Emergency

1

1

1

Not contemplated

Not contemplated

The_table_table_izq"> Report Request to the Donana P.N.

2

Seville Supply.

Rivera de Huelva.

Linear depopulation to alert the minimum health flow rate according to the quality objectives.

Healthcare Minimum Flow according to quality objectives.

Maintenance of reservations or environmental volumes in reservoirs

Rivera of Huesna.

Linear Descent to Reach Alert the minimum health flow rate according to the quality objectives.

Minimum health flow rate according to the quality objectives.

Maintenance of reservations or environmental volumes in reservoirs

3

Abast. Cordoba.

Linear depopulation to alert the minimum sanitary flow rate according to the quality objectives.

Minimum health rate of agreement with the quality objectives.

Maintaining reservations or environmental volumes in reservoirs

4

Jaen.

Linear Descent to Reach on Alert the Minimum health flow rate according to quality objectives.

Minimum health flow rate according to quality objectives.

Maintenance of Environmental reserves or volumes in reservoirs

5

Hoya de Guadix.

Not contemplated.

Linear Descent to reach 50% of minimum flow rates in the emergency threshold.

Linear Descent up to maintenance of reserves for 2 hm3 and environmental volumes in reservoirs

6

High Genil.

Bermeals.

Do not know contemplates.

Linear Descent to reach 50% of the Minimum flow rates at the emergency threshold.

Linear Descent to maintenance of reserves for supply of 1 hm3 and environmental volumes in reservoirs

Granada High and Medium Vega.

Not contemplated.

Linear Descent up to 50% Minimum Flow Rate on Threshold emergency.

Linear Descent to Maintenance reserves for 12 hm3 supplies and environmental volumes in reservoirs

Rest.

Not contemplated.

Linear depopulation to reach 50% minimum flow rate at the emergency threshold.

Linear depopulation to maintenance of the minimum sanitary flow of with quality objectives

7

General Regulation.

Regulation (*)

Not contemplated.

Linear Descent to reach 50% minimum flow rate on the emergency threshold.

Linear Descent up to 450 hm3 (**) supply reserves and environmental volumes in reservoirs.

Martin Gonzalo.

Linear Descent until you reach the minimum health flow rate in accordance with the quality objectives.

Minimum health flow according to quality objectives.

Maintaining reservations or environmental volumes in reservoirs

Montoro.

Linear Descent until you reach the minimum health flow rate in accordance with the quality objectives.

Minimum health flow rate according to the quality objectives.

Maintenance of reservations or environmental volumes in reservoirs.

Sierra Boyera.

Not contemplated.

Linear Descent to reach 50% of minimum flow rates on the threshold emergency.

Linear Descent to maintenance of reserves for 8 hm3 and environmental volumes in reservoirs

Not contemplated.

Linear Descent to reach 50% minimum flow rate on the emergency threshold.

Linear Descent to Maintenance of Reserves for Supply of 12 hm3

Guadalentin.

Not contemplated.

Linear Descent to reach 50% of minimum flow rates at the emergency threshold.

Linear Descent up to maintenance of reserves for 3 hm supply3 and environmental reservoir volumes.

Guardal.

I do not know contemplates.

Linear Descent to reach 50% minimum flow rate on the emergency threshold.

Linear Descent to Maintenance of reserves for 3 hm3 supply and environmental reservoir volumes

Rest.

Not contemplated.

Linear Descent to Reach 50% Minimum Flow Regime on Threshold

Linear depopulation to maintenance of the minimum sanitary flow according to quality objectives

8

Bembezar-Retortillo.

Not contemplated.

Linear Descent to Reach 50% Minimum Flow Regime on Threshold emergency.

Linear Descent to Maintenance 35 hm3 supply reserves and environmental volumes in reservoir.

(*) Including the Jandula and Pinted reservoirs.

(**) The distribution of these reserves will be established for reasons of quality of the resource, prioritizing the hyperannuity of the reservoirs of Negratin and Iznajar, and will include reserves in the following reservoirs:

E. Fernandina: Supply Linares, Carolina and Vilches.

E. Tranco: Supply of the Loma de Ubeda.

E. Guadalmena: Supply of the County of Jaen.

E. Iznajar: Supply Area South of Cordoba.

E. San Rafael de Navallana: Supply of Cordoba.

E. Jandula: Supply Portollano and others.

Article 14. Monitoring and monitoring of the ecological flow system.

The ecological flow rate regime shall be controlled by the competent authority in capacity stations belonging to the Official Control Networks which meet appropriate conditions for the measurement of minimum flows, maximum levels and rates of change.

Article 15. Compliance with the ecological flow rate regime.

1. It shall be understood that the flow rate laid down in Articles 12 and 13 is met when:

(a) The minimum flow rates are exceeded by 90% of the days of each year, not including the periods in which paragraph 2 of this Article applies.

(b) The maximum flow rates are not exceeded by the operation and ordinary management of the hydraulic infrastructure by 90% of the days of each year.

c) Maximum rates of change are not exceeded by 90% of the days of each year.

2. Minimum ecological flows in excess of the existing natural system shall not be required at any time. Natural regime is the hydrological regime that would take place in a stretch of river without significant human intervention in its watershed.

Article 16. Other issues related to compliance with the ecological flow rate regime.

Without prejudice to the functions of water police that Article 94 of the recast text of the Water Law, attributes to the Basin Organizations, the following determinations are established:

1. The holders of the reservoirs, as a result of their duties and responsibilities, shall be responsible for maintaining a given system of ecological flows as provided for in Articles 12, 13 and 15 and shall take appropriate measures to ensure that this, without prejudice to other circumstances which may be concurrent.

2. In the event that the non-compliance with the ecological flow rate at the point of the hydrographic network as defined in Table C. 12.2, as set out in Articles 12, 13 and 15 of this Regulation, is a consequence of the some or some of the upstream users of the control point, these will be responsible for the non-compliance, without prejudice to other circumstances that may be concurrent.

3. In the case of non-regulated rivers, users shall ensure that, for the purposes of ecological flows, the provisions of their concessional clause are complied with and, failing that, they shall be subject to the provisions of the rules on the protection of the public domain. Corresponding hydraulic.

CHAPTER 4

Priority and compatibility of uses and demands

Article 17. Uses of water.

1. Classification of uses.

a) Population supply:

1. Supply to urban cores:

I. Human consumption.

II. Other domestic uses other than human consumption.

III. Municipal.

IV. Industries, shops, cattle raising and irrigation of little water consumption, located in population centers and connected to the municipal network.

2. Other supplies outside urban centres:

b) Agricultural uses:

I. Regadios.

II. Livestock.

III. Other agricultural uses.

c) Industrial uses for the production of electrical energy:

I. Renewable thermal power plants: thermosolar and biomass.

II. Non-renewable thermal power plants: nuclear, coal and combined cycle.

III. Hydroelectric power plants.

(d) Other industrial uses not included in the above paragraphs:

I. Industries producing consumer goods.

II. Leisure and tourism industries.

III. Extractive industries.

IV. Production of driving force.

e) Aquaculture.

f) Recreational uses.

g) Navigation and water transport, including navigation of freight and people.

h) Other uses:

I. Of a public nature.

II. Of a private character.

2. The purpose of this kind of service is to be used for the supply of population. It includes the supply to consolidated urban nuclei, identified as such with an urban core code by the National Statistics Institute (INE) and, differentially, the use intended to meet the supply needs of new urban development, housing developments and isolated housing. Human consumption is the corresponding one for drinking, cooking, preparing food and personal hygiene.

3. The uses of leisure and tourism industries include those that involve deriving water from the natural environment and aims to enable this activity in sports facilities (golf courses, ski resorts), and similar parks. as the purpose of the maintenance or rehabilitation of cultural facilities: frwaters, sources, sawmills, washing machines, machines and other such, which cannot be taken care of by the urban supply networks.

4. Recreational uses are included which are not included in the previous paragraph have a private or collective recreational character without industrial or commercial activity, and in particular the following:

(a) Leisure activities that use water in reservoirs, rivers and natural landscapes in a non-consumptive way, such as water sports in calm waters (sailing, windsurfing, rowing, motor boats, water skiing, etc.) (canoeing, rafting, etc.), bathing and sport fishing.

b) Water-related leisure activities in an indirect way, used as an attraction centre or point of reference for related activities, such as camping, excursions, ornithology, hunting, hiking and all those activities tourist or recreational activities that take place near surfaces and water courses.

5. The uses referred to in paragraph 1 (h) shall comprise all those which are not in any of the preceding categories interpreted in a broad sense. These uses may also not be intended for the performance of environmental protection actions which as such have priority status after supply.

Article 18. Order of preference of uses in water concessions in general.

1. As a general rule for all operating systems, the same ranking order as provided for in Article 60.3 of the recast of the Water Act is established:

a) Supply to populations: does not include the demand of large industrial centers.

b) Agricultural uses.

c) Industrial use for the production of electrical energy.

d) Other industrial uses.

e) Aquaculture.

f) Recreational uses.

g) Navigation and water transport.

h) Other uses.

2. Exceptions where other uses have a priority that only yields to urban supply:

a) Industrial uses, including refrigeration: Montoro River, Ojailen and Fresneda. Reservoirs of Jandula, Montoro and Agrio.

b) Cooling: thermal power station New Bridge Reservoir.

c) Recreational uses: River Genil above the Canales reservoir and headwaters of the Monachil and Dilar rivers.

d) Aquaculture use: Rio Riofrio to its confluence with the River Genil, Rio Guardal upstream of the San Clemente reservoir and Rio Guadalquivir and tributaries upstream of the Béas Tranco reservoir.

3. In addition, in general terms and for the entire demarcation, the following uses shall be considered as higher priority for agricultural use.

a) For the purposes of granting new concessions, exclusively of groundwater: industrial uses other than energy production, up to a global limit of 10 hm3 on those already granted in the demarcation, limiting each utilization to a maximum of 250,000 m3 annually.

b) New concessions or concessions arising from the change in the characteristics of existing and registered use in the Water Register, by the following order of priority.

1. The production of electrical energy by means of technologies included in the Renewable Energy Plan in Spain, up to a maximum volume of 50 hm3 per year in the demarcation set.

2. Industrial uses other than those in the preceding paragraph, until you complete a maximum volume of 50 hm3 per year in the Demarcation set.

3. º Any other use or use other than those considered in previous paragraphs, collected in territorial, state or regional planning plans, up to a global consumption limit of 50 hm3 per year in the Demarcation set.

The holders of the new concessions granted on the basis of point (b) will be considered beneficiaries of the new works of regulation in the basin, such as Brena, Arenoso and other subsequent ones that make possible such concessions.

The Basin Agency, on a proposal from the Office of Planning, may reconsider, the maximum volumes set out in point (b) without exceeding the total established in the set.

In concessions from the change of characteristics on the basis of point (b), the volume to be granted shall take into account, by means of a passing coefficient, the variation in the level of guarantee of use.

Article 19. Supply demand.

1. The following gross water allocations for population supply to urban centers are established in the granting of new use, revision, modification or novation of the existing ones. Gross allocation shall mean the ratio between the volume disposed of the supply network at Alta and the number of inhabitants registered in the municipal register in the supply area plus the equivalent population of the population.

Population (hab)

Gross Dotting (l/hab/day)

< 50,000

250

50,000-500,000

260

500,000

270

These allocations may increase or decrease by up to 20% in the case of stocks with high or low industrial or commercial activity, respectively, or by any other circumstance that is present and justified by means of a report the competent authority, on a proposal from the body responsible for evaluating the report, to be accepted by the competent authority.

2. A minimum efficiency of 0,80, calculated as the ratio between the resource supplied to the end user and unpacking or captured, is set as the target in the urban supply distribution networks before the first revision of the Plan in the supply systems that supply more than 50,000 inhabitants and in the next review for all systems, except exceptional cases, technically and economically justified. A minimum efficiency of 0.7 will be required, prior to the first review of the Plan, in all distribution networks. This efficiency does not cover losses in the construction and treatment plants, which are limited to 5% of the hydraulic transport capacity per 100 km in the pipelines and 5% in the treatment plant.

3. The guarantee and return criteria laid down by the Water Planning Instruction section 3.1.2.2.4 are adopted.

4. In any case, the supply of new urban developments must have been planned in accordance with Article 15.3.a) of the recast text of the Law of Soil, approved by the Royal Legislative Decree of 20 June, and with the article 25.4 of the recast text of the Water Act.

Article 20. Agricultural demand.

1. The implementation of the action programmes set out in Appendix 9 prior to the first review of the Plan shall be achieved by achieving the efficiency values in the existing irrigations in the Demarcation set out in Table C. 20.1.

Table C. 20.1 Efficiencies to be payable to the regadios before the first review of the plan

irrigation efficiency

Ec

Ed

Ea

Eg

R.g.

R.a.

r.l.

r.g.

r.a.

r.l.

and underground water regadios.

0.95

0,78

0,83

0,95

0,95

0,95

0,70

0.75

0,86

Ec: Driving Efficiency.

Ed: Distribution Efficiency.

Ea: Application Efficiency.

eg: Global efficiency. Eg = Ec x Ed x Ea.

r.g. Riego by gravity or surface.

r.a. Riego by spraying.

localized Riego r.l.

In the case of the olive grove only the indicated efficiencies for localized irrigation will be used. The overall predicted efficiency for rice is 0.95 due to its high recirculation rate.

The Basin Agency may impose other objective efficiencies, provided that its technical and agronomic feasibility is demonstrated

In large regable areas with a surface area of more than 2,500 ha supplying water to different irrigation sectors with a main distribution channel, losses in the water area of more than 6% per 100 are not permitted. kilometers in length. These losses are not considered to be included in previous efficiencies.

2. The net allocations per type of crop to be fixed before the first revision of the Plan shall be those of Table C. 20.2.

Table C. 20.2 Net amounts by type of crop to be set before the first review of the PHG

Crop

Other arable crops

m3/ha and year

Fresa

4,500

Cereals

1,900

Maiz

5,000

10.450

Sunflower

2,600

4,500

Horticultural Crops

4,500

5,400

5,400

Almendro

2,000

Olive (1)

1,290

Other woody crops

4,000

(1) Higher endowments will be allowed on those holdings whose concessional rights are granted up to a maximum of 2,150 m3/ha.

Exceptionally and in the case of the Guadalquivir Hydrographic Confederation, different allocations may be allowed for those provided in the table above, provided that their technical and agronomic feasibility is demonstrated.

3. The maximum gross allocations per crop type shall be those resulting from dividing the net allocation between the overall efficiency.

4. In the event of any new concessions being granted, the gross maximum allocations shall not exceed the values which, in m3/ha and year, are set out in Table C. 20.3. In any case, the limits of the allocations laid down in the Table C. 20.2.

Table C. 20.3. Gross maximum allocations in new concessions, either with surface water or groundwater

Gross maximum envelope

(m3/ha and year)

Rice

11,000

Other crops

-

Irrigation not localized

5,000

Riego located

4,500

*

1,500

* Exceptionally, gross allocations may be allowed, upon technical and agronomic justification, for irrigation of olive groves, less than 1,500 m3 per ha per year.

5. The guarantee and the values of the returns which are considered, except technical and agronomic justification, are those provided for in paragraph 3.1.2.3.4 of the Water Planning Instruction.

Article 21. Of the improvement of existing irrigation.

1. Prior to the first review of the Plan, the basin irrigation should make efficient use of the water and incorporate improvements in modernization. From that date, the supplies shall be subject to the values laid down in Article 20, except for derogations which may be justified by the Basin Agency for small use, traditional irrigation and holdings in which the modernisation projects may be non-viable from an environmental, socio-economic or disproportionate cost point of view.

2. To this end, the Hydrological Plan has provided for action on the different units of agricultural demand (UDA), state and private, classifying them in three different degrees:

-Intense degree of modernization: When the demand for reduction of the current consumption in the UDA as a whole is more than 20%.

-Average degree of modernization. Where the demand for reduction of current consumption in the UDA as a whole is between 5% and 20%.

-Low degree of modernization. Where the demand for reduction of current consumption in the UDA as a whole is less than 5%.

Table C. 21.1 presents the total forecasts of the Hydrological Plan for the year 2015.

Table C. 21.1. Forecasts of the plan for the modernisation of irrigation systems

Riego by source of the resource

Modernization degree

Total

Intense

Medium

Surface

(ha)

Save

(hm3/year)

Surface

(ha)

Saving

(hm3/year)

Surface

(ha)

Saving

(hm3/year)

Surface

(ha)

Save

(hm3/year)

Regulated Rivers

54,233

81.53

145.893

127.88

23,619

8.30

223,745

217.71

Unregulated rivers

20.147

26.92

12.917

4.08

8.575

1.38

41,639

32.39

groundwater

7.18

3.332

1.64

10.357

1.42

18,762

10.23

Sum

79,453

115.63

162.142

133.59

42,552

11.10

284.146

260.32

3. Administrations with competence in agricultural matters will promote the continuous training of users in water application technologies, in collaboration with the Communities of Agricultural Users and Associations.

4. The financial arrangements for the improvement and modernisation of existing regables shall be in line with the requirements of the relevant administrations.

5. As the actions of improvement and transformation of the irrigation with the state infrastructure are carried out, the actions for the transfer of the management and maintenance of the same to the Communities of Users of their own respective regable zones.

6. It is an objective to minimize the current unpacking for the containment of the salt cap and to guarantee the irrigation of the rice. For this purpose, the Modernization Project of the Arrocera Zone will be developed. The savings to be obtained may not increase the area of irrigation; this volume may only be applied to replace underground captions of the Guadiamar System, or in another area defined by the Basin Agency on a proposal from the Office of the Planning, and the regularisation of existing irrigation.

7. Studies and works will be carried out to modernize the risks of Upper Guadiana Minor, using the infrastructure created for the transfer of the Negratin-Almanzora, such as the incorporation into the hydraulic scheme of a raft located in the Cerro de Jabalcon, prioritizing solutions that achieve greater hydraulic and energy efficiency.

Article 22. Forecasts for the transformation of land into irrigation.

1. In the supply systems for the supply of resources in Seville, Cordoba and Jaen and other loss-making systems, an increase in the area of irrigation shall not be permitted, except as provided for in paragraph 2 of this Article. Given the interrelationship of the entire hydrological cycle, this criterion extends to both surface and groundwater.

2. The following transformations are compatible with this Hydrological Plan:

a) On the perimeter of the Northern Donana forest crown (System 1 Guadiamar may be granted new concessions provided the following conditions are met:

1. º that the extractions of the zone as a whole are in accordance with the hydrological and hydrogeological studies carried out by the IGME, in accordance with the Convention in force between this Agency and the Basin Agency, or with future developments of the said Convention.

2. º that they are in accordance with the special Plan of Ordination of the Regions of Regadio located to the north of the Forest Crown of Donana.

3. Do not put at risk the good state of the water mass.

b) In the System 7 General Regulation, in the field of the System defined in the 1998 Hydrological Plan, the commitment contracted with the European Commission will be applicable through the Internal Rules of the Technical Monitoring Group of the "Brena II Dam" project, so that only the areas included in that agreement, or their equivalents to be established by the Basin Agency on a proposal from the Planning Office, may be extended.

The relocation of the zones to be transformed, without an increase in the total volume allocated, must be carried out by the Basin Agency on a proposal from the Planning Office.

c) Furthermore, in the rest of the area of the Demarcation, in the case of modernization of irrigation, it may be authorized that a portion of the resources saved, not exceeding 45%, is intended for the extension of the irrigation area in the Demarcation, provided that such extensions have been declared to be of general or regional interest.

(d) Under the supervision of the Basin Agency, and taking into account the principles of transparency established in the recast text of the Water Act, those agricultural holdings that request a change of The Commission will be required to submit to the Council a report on the implementation of the programme for the implementation of the programme for the implementation of the programme for the implementation of the programme for the development of the European Community. Article 33.2. The savings will be computed based on the allocations set out in this Plan.

Article 23. Of the criteria for the assessment of hydropower.

1. Hydro-electric use may not affect compliance with the environmental objectives of the Hydrological Plan, and in particular those established for protected areas, the provisions contained in the Article being applicable. 39 of the Hydrological Planning Regulation.

2. In the assessment of energy use, consideration should be given to the possible alternative uses of the river section concerned, in accordance with the criteria of priority of uses and granting of concessions.

3. In the competition of projects for the use of energy, both in natural channels and in state infrastructures, the basic criteria for evaluation will be the following:

(a) Proposed measures to minimize the environmental condition resulting from the works and the variation of the flow rate regime, if any.

In particular, it will be valued:

1. Proposed system for the control of compliance with the ecological flow rate regime. Those who need minimal monitoring for their control will be valued.

2. Design of the infrastructure that minimises the condition to river and riverside connectivity.

3. The situation of quarries and tailings and post-work treatment.

4. Signalling plan for the prevention of accidents arising from installations, both in the work phase and in the holding.

5. The corresponding Emergency Plan, those infrastructures classified as categories A) and B) will be required, as required, as proposed by the Basic Civil Protection Guideline in the face of the risk of floods, approved by agreement of the Council of Ministers and published in the Resolution of 31 January 1995 of the Secretariat of State of the Interior.

b) Maximum stretch of river taken advantage of, compatible with pre-existing rights, both upstream and downstream.

c) The central output of the plant, duly justified with the hydrological, jump, load loss and equipment performance data. The criteria for the definition of the central equipment flow should be well established.

d) Quality of energy. Power plants designed for power generation of points in front of the flutents shall preferably be valued, provided that the works required for this (upstream or back-reservoir reservoir) do not result in a deterioration incompatible with the objectives environmental of the mass of water in which it is deployed.

4. Where there are no competing projects, the same criteria as set out in paragraph 3 on environmental impact measures shall be assessed. In relation to the technical criteria 3 (b) and 3 (c), the hydrology of the section and the experience of other plants shall be taken into account where they exist. In any event, the basic criteria to be followed shall be those of the best use of the tranche, in the conditions of profitability accepted by the market, the compliance with the ecological flow rate defined in this Hydrological Plan, as well as as the environmental protection regulations of the relevant environmental administrations.

Article 24. Of the conditions for the execution of energy use.

The conditioning of the new concessions, as well as their modification or revision, will contain, in addition to the provisions of Article 115 of the Regulation of the Public Hydraulic Domain, the following extremes:

1. The ecological flow rate system shall be fixed in accordance with the provisions of Chapter 3.

2. Future hydroelectric concessions shall be granted without the right to compensation for the loss of flow rates, or variations in their scheme involving new concessions for uses with preferential rights situated upstream or downstream of the Hydro-electric use, provided that these new concessions are included in the Hydrological Plan.

3. In relation to the system of turban, the Administration shall impose, where appropriate, a certain system of turban, in the light of the environmental objectives of the Plan and the pre-existing rights downstream, or future rights included in the scheme. Hydrological plan, without prejudice to the fact that the petitioner may propose the introduction of some element that will give the use of greater freedom of exploitation, in which case it will have to be justified that there is no significant deterioration in the status of the mass of water in which it is deployed.

4. The concessions shall include measures to minimise the environmental impact and to prevent the deterioration of the state of the affected mass or bodies of water, the beneficiary of the use being obliged to make the necessary set of measures for minimise the environmental condition: fish scales, plantings, quarrying and tailings treatments, etc., and comply with the measures laid down in the environmental protection regulations of the competent environmental authorities, as well as provided for in this Regulation.

5. According to the provisions of Article 55.4 of the recast text of the Water Law, the Guadalquivir Hydrographic Confederation will impose the construction, at the expense of the petitioner, of an effective control system of the system of flow rates. use, which will show their suitability for the concessional criteria.

Article 25. On the promotion of energy exploitation in public ownership dams.

During the period of validity of this Hydrological Plan will be studied the feasibility and, if necessary, will be promoted through various procedures approved by the Board of Government of the Basin Agency (a) hydroelectric power of existing or future regulatory reservoirs, and in particular the following reservoirs:

a) The Bolera.

b) Francisco Abellan.

c) Quiebrajano.

d) Retortillo.

e) San Clemente.

f) Sierra Boyera.

g) Melonars.

h) The Agrio.

i) Jose Toran.

j) Eagle Tower.

Article 26. Demand for other industrial uses.

1. The envelopes adopted in the Hydrological Plan are the same as recommended by the Water Planning Instruction in section 3.1.2.5.2 and in Table 48 of Annex IV and presented in Table C. 26.1.

Table C. 26.1 Recommended allocations for industrial uses, by industrial subsector, adopted in the plan

Ine

Subsector

Endowment/employee

(m3/employment/year)

envelope/vab

(m3/1000 €)

DA

470

470

470

470

470

470

DB + DC

DB + DC

330

330

22.8

DD

Wood and cork.

66

687

21.4

DG

Chemical industry.

1.257

19.2

DH

Caucho and Plastic.

173

Other non-metallic mineral products.

95

2.3

DJ

Metallurgy and Metal Products.

563

DK

Machinery and mechanical equipment.

33

1.6

DL

Electrical, electronic, and optical equipment.

34

0.6

DM

Manufacture of transport material.

95

2.1

DN

Miscellaneous manufacturing industries.

192

8.0

Note: VAB data at year 2000 prices.

2. Other industrial envelopes other than those of Table C. 26.1 may be considered at the request of the applicant, provided that, in the case of the Guadalquivir Hydrographic Confederation, they are sufficiently justified.

3. The guarantee and returns to be considered, are those recommended by the Instruction of Hydrological Planning in its section 3.1.2.5.4, except technical justification to the contrary.

CHAPTER 5

Resource allocation and reserve

Article 27. General principles.

The allocation and reserve of resources for current and future uses and demands, as well as for the conservation and recovery of the natural environment provided for in Article 42.1 (b) c ') of the recast text of the Water Act has been carried out conformity with the working data in the Basin Agency.

The allocation and reserve of resources will be updated in the next review of the Plan for 2015, taking into account: both the results of the programme of measures; and the resolution of the concession or registration files in the Register of Waters at the time of the calculation of the reserves set out in this plan; and where appropriate, the forecasts that are set by the National Hydrological Plan in accordance with Article 29.

Article 28. Allocation and reserve of resources according to operating systems.

1. The allocation and reserve of resources to 2015 for System 1, Guadiamar, is presented in Table T. VII.1 of Appendix 7.

2. The allocation and reserve of resources to 2015 for System 2, Seville, is presented in Table T. VII.2 of Appendix 7.

3. The allocation and reserve of resources to 2015 for System 3, Supply to Cordoba, is presented in Table T. VII.3 of Appendix 7.

4. The allocation and reserve of resources to 2015 for System 4, Supply to Jaen, is presented in Table T. VII.4 of Appendix 7.

5. The allocation and reserve of resources to 2015 for System 5, Hoya de Guadix, is presented in Table T. VII.5 of Appendix 7.

6. The allocation and reserve of resources to 2015 for System 6 High Genil is presented in Tables T. VII.6.1, T. VII.6.2 and T. VII.6.3 of Appendix 7. The first one collects the subsystems of Vega Alta and Media of Granada, the second one, the one of Bermejales and the third one of Vega Baja de Granada.

In the case of the Subsystem of Vega Alta and Media of Granada, within six months of the implementation of the Plan, the Basin Agency will initiate, on its own initiative, the review of concessions and/or, where appropriate, the regularization of the administrative situation, of the users that the Agency considers appropriate to adapt the characteristics of its takes to those corresponding to the actual situation of the same, in order to the optimization of the uses of the resource and the efficiency of the service.

7. The allocation and reserve of resources to 2015 for System 7, General Regulation, is presented in Tables of T. VII.7.1 to T. VII.7.12 of Appendix 7. The subsystems listed in tables T. VII.1 to T. VII.12 are General Regulation, Danador, Aguascebas, Fresneda, Martin Gonzalo, Jandula-Montoro, Sierra Boyera, Viar, Rumblar, Guadalentin, Guardal, and rest of the System, respectively.

8. The allocation and reserve of resources to 2015 for System 8 Bembezar-Retortillo is presented in Tables T. VII. 8 of Appendix 7.

Article 29. Need for transfer of resources from other river basins.

1. The satisfaction of the current and planned demands can be specified, depending on the determinations of the National Hydrological Plan within the meaning of article 45.1.c) of the recast text of the Law of Waters, the transfer of new resources from other river basins.

2. As a proposal for inclusion in the National Hydrological Plan, 15 hm3/year the needs for the contribution of new surface resources from other areas of hydrological planning, to partially replace the extractions of the underground mass of Almonte-Marismas, in order to improve the ecosystems dependent on it.

CHAPTER 6

Using the hydraulic public domain

Section 1. Private uses

Article 30. Proprietary use by legal disposition.

Based on the provisions of Article 87 (2) of the Water Public Domain Regulation, the minimum distances between wells or between wells and springs, the total annual volume of which does not exceed 7,000 cubic meters, will be following:

a) Subsurface water Masses in good quantitative status:

1. º For annual volumes less than 1,500 m3 per year, fifty meters (50 m).

2. º For annual volumes greater than 1,500 m3 per year, 100 m (100 m).

b) Mases of groundwater in a quantitative condition: To determine, if appropriate, by the competent authority.

c) Rest of the territory: 100 m (100 m).

Article 31. Installing measurement devices.

In order to carry out effective control of the volumes of water used for water use of the hydraulic public domain, of the returns to the aforementioned hydraulic public domain and of the discharges to it, it must be attended to the requirements set out in Order ARM/1312/2009 of 20 May, in accordance with Article 55.4 of the recast text of the Water Act.

Section 2. Authorizations and Concessions

Article 32. Review and expiration of concessions.

1. The review of the concessions will be in accordance with the provisions of Article 65 of the recast of the Water Act.

For the force of force majeure provided for in Article 65.1.b) and at the request of the holder and for the purposes provided for in Article 158 Regulation of the Public Hydraulic Domain, the Basin Agency may modify the uses provided for in the concessional securities provided that the rights of other dealers are not altered or the operating system or the public hydraulic domain is damaged.

2. Taking into account the provisions of Article 65. (a) and 2 of the recast of the Water Act, the Basin Agency may review the concessional rights and shall do so, in particular, when the alleged determinants of the granting of the water have been modified in a proven manner. (i) granting or when, in a reliable manner, the production alternatives of the available exploitation or technologies make it possible to ensure that the subject matter of the concession can be met with a smaller allocation or improvement of the technical application of the resource, which contributes to a saving of the resource.

3. Under Article 66 of the recast text of the Water Act, concessions in which the right holder has not been used for three years without interruption shall be declared to be expired after the end of the year. the practice of the corresponding administrative procedure.

Article 33. The modernization of irrigation and the concessional review.

1. In cases where a irrigation modernization has taken place, the Basin Agency will review the concessions to adapt them to the new situation, allocating the resources obtained to ensure the objectives of this Hydrological Plan.

The review of the concessions in accordance with the provisions of the preceding paragraph shall not entail any compensation for the holder.

2. In the case of aid which the various bodies, of the Central and the Autonomous Government, grant for the modernization of infrastructure and irrigation, the objectives of the savings that are intended to be achieved with the modernization project will be established, in line with the provisions of this Hydrological Plan. These objectives must be accepted by the beneficiaries of the grant and the Basin Agency will review the concessions in accordance with these savings objectives, once the actions referred to in the relevant action have been completed. the project of modernisation, taking into account also the information referred to in paragraph 1.

Article 34. Conditions in the irrigation concessions.

1. A study of the measures provided for under the codes of good agricultural practice to limit diffuse pollution and the export of salts will be incorporated into the projects for the granting of irrigation. especially in areas declared vulnerable.

2. In the case of grant or review of an existing one for a community of regants, it will be mandatory for the corresponding community of regants to approve in their ordinances and regulations measures of control of water consumption by the communeros, with penalties for consumption overruns, with binomial tariffs having to be established in a manner that adequately combines the consumption and the surface area for billing purposes.

3. The irrigation of the existing rice in the Lower Guadalquivir with complementary take on the river Guadalquivir, must adapt their concessions in the latter, in order not to exceed the allocations established for such cultivation.

Article 35. Irrigation availments acquired by legal provision.

According to the provisions of Article 189 of the Regulation of the Public Hydraulic Domain, the use of water acquired by legal provision relating to regable areas of public initiative will be registered as a trade in the Water Register.

Article 36. Discharges from concessions.

Any administrative concession for the use of water that could generate a spill must be dealt with jointly with the authorization of the discharge. Except for that rule, without prejudice to Article 31, the use of minor importance, considering as such those resulting from the application of the thresholds of Article 130.1 of the Regulation of the Public Hydraulic Domain, is say:

a) for irrigation use, flow less than 4 litres second,

(b) domestic uses, up to 50 people, whether or not they are inhabited.

c) flow less than 2 litres second for other uses other than those indicated.

Article 37. Other principles relating to the concessional regime.

1. In the case of new water concessions for the supply of new housing estates or new urban settlements, the authority of the competent urban authority shall be required.

2. The granting or administrative authorisation of use or supply of water shall be a prerequisite for the procurement and supply of energy supply.

3. Users or communities of users with an annual consumption of more than 5 hm3 shall be required to carry out periodic analytical control of the quality of the discharges through their drainage network, the scope and frequency of which shall be established by the competent authority.

Article 38. Public Utility Statement.

1. In accordance with Article 17.3 of the Hydrological Planning Regulation, the following conditions and requirements are laid down for the declaration of public utility for the purposes of the compulsory expropriation of the lower-ranking the order of preference set out in this regulation; the following conditions and requirements shall be taken into account:

(a) The direct and indirect employment, created by the activity to which the water of the new concession is intended, must be significantly higher than the one to be expropriated.

(b) The production of the new activity should be in line with the planning plans of the territory and, where appropriate, with the agricultural guidelines issued by the competent administration.

c) In the event that the expropriation is motivated by a process of remodeling, it must be accompanied by technical improvements that result in less water consumption and in greater respect for the environment.

(d) When the concession to be expropriated has an artistic, archaeological or historical interest, reports shall be obtained from the bodies with competence in these matters, the content of which must be analyzed by the Agency the basin, in the report referred to in paragraph 3.

2. The applicant shall, where appropriate, submit a request for a declaration of public utility to the Basin Agency, accompanied by documentation supporting the fulfilment of the above conditions and the a socio-economic assessment of the effect they produce.

3. The basin body, having heard the holder of the existing concession, after examination of the documentation submitted, shall issue a report stating that the granting of water for which the declaration of public utility is requested complies with the the conditions hereunder and that there is no other reasonable alternative, apart from the compulsory expropriation.

Article 39. Concessional deadlines.

1. In accordance with Article 59.4 and the recast of the Water Act, the water harvesting concessions shall be granted for a maximum period of between 20 and 40 years. However, they may be granted in excess of a period of time when it is established in the concession file that the investments to be made for the development of economic activity require a longer period for their recovery and feasibility, in which case they will be awarded for the time necessary for this, with the time limit of seventy-five years.

2. When the destination of the use is irrigation or supply to the population, the holder of the right may obtain a new concession with the same use and destination as provided for in Article 53.3 of the recast text of the Water Law, highlighting that the Basin Agency shall process the file, excluding the processing of competing projects, provided that the National Hydrological Plan is not opposed at that time in force.

CHAPTER 7

Protection of water public domain and water quality

Section 1. Groundwater

Article 40. Protection of groundwater against the intrusion of salt water.

1. According to Article 244 of the Regulation of the Public Hydraulic Domain, a mass of groundwater is considered to be in the process of salinization when, as a direct consequence of the extractions carried out, a progressive and generalized increase in the saline concentration of the water collected, with a clear danger of becoming unusable.

2. The following basic criteria are formulated for the protection of these masses of groundwater against salt water intrusion:

a) First, accurate geological and hydrogeological studies are necessary to achieve adequate knowledge of the groundwater mass and information on piezometry and physico-chemical characteristics. of the waters, especially the latter through measures of conductivity. A balance of available resources/demands must also be developed.

(b) As a result of the studies in (a), where possible, a zoning of the water mass shall be carried out, establishing a first area, generally understood in a band close to the sea, in which it is may prohibit the execution of new wells. A second area will define the area in which strict monitoring of piezometric levels and water conductivity should be introduced, producing isoconductivity and isoconductivity maps, in accordance with which the precise measures are adopted. A third area could correspond to areas without imminent danger of intrusion, however, monitoring of piezometry and the conductivity of the waters should be established.

c) A first follow-up phase will follow where the defined operating rules for each zone will be applied.

(d) If, as a result of the unfavourable evolution of the parameters under control, the future risk of saline intrusion is inferred, a second warning phase may be initiated in which the feasibility of constructing the saline a hydraulic barrier against saline intrusion, by injection of reused water or water from the network, for which the necessary field and cabinet studies shall be carried out.

e) The third phase would consist of the management of the hydraulic barrier in conjunction with the exploitation of the groundwater mass, also controlling the evolution of physical levels and qualities of the water.

Article 41. SubMediterranean Water masses at risk of not achieving good quantitative or chemical status.

1. In application of Article 56 of the recast text of the Water Law, within the period of validity of this Hydrological Plan, the record of the declaration of the Subterranea Water Mass will be initiated at the risk of not reaching the good quantitative or chemical status. for the following bodies of groundwater:

a) 05.04 Huesar-Puebla by Don Fadrique.

b) 05.06 Orce-Maria-Cullar.

c) 05.09 Baza-Caniles.

d) 05.12 Guadix-Marquesado.

e) 05.14 Bedmar-Jodar.

f) 05.17 Jaen.

g) 05.23 Ubeda.

h) 05.24 Bailen-Guarroman-Linares.

i) 05.25 Rumblar.

j) 05.26 Aluvial of the Guadalquivir-high course.

k) 05.27 Porcurna.

l) 05.38 The Pedroso-Arcas.

m) 05.43 Sierra and Miocene of Estepa.

n) 05.44 Ecija Altiplanes.

n) 05.46 Aluvial of the Guadalquivir-media.

o) 05.48 Arahal-El Coronil-Moron-Puebla de Cazalla.

p) 05.49 Gerena-Posadas.

q) 05.52 Lebrija.

r) 05.68 Genil-Rambla-Montilla Bridge.

s) 05.69 Osuna-La Lantejuela.

t) 05.73 Aluvial del Guadalquivir-Sevilla.

2. The following bodies of groundwater which are affected by a declaration of overexploitation prior to the entry into force of Royal Decree Law 17/2012 of 4 May, of urgent measures in the field of the environment, will be governed by the the only transitional provision of the aforementioned Royal Decree Law and reiterated in similar terms in the single transitional provision the Law 11/2012 of 19 December of urgent measures in the field of the environment:

a) 05.50 Aljarafe, agreement of the Government Board of the Hydrographic Confederation of the Guadalquivir of 25 February 1988.

b) 05.47 Sevilla-Carmona, agreement of the Government Board of the Guadalquivir Hydrographic Confederation of 10 September 1992.

c) 05.19 Pegalajar-Mancha Real, agreement of the Government Board of the Guadalquivir Hydrographic Confederation of 10 September 1992.

d) 05.41 Guadhortuna-Larva, Aquifer Las Chotas-Cortijo Hidalgo, agreement of the Government Board of the Guadalquivir Hydrographic Confederation of 10 September 1992.

3. The Extractive Planning plan, approved in November 2006, of the English-Spanish water body, will be implemented during the period of validity of this Plan.

Article 42. Specific rules for groundwater concessions or authorisations.

1. In the case of the protection of the water supply for supply as defined in Article 49, only new supply, replacement or complementary capacity shall be permitted.

2. For the protection of mineral waters or hot springs declared in accordance with their specific legislation, only new replacement fetches of existing ones shall be permitted.

3. Any new deterioration of the state of the ground water mass will be avoided in a mass of water in a quantitative condition. No new concessions shall be authorised and any new non-concessional use shall require the express authorisation of the competent authority. Exceptionally, new captions for supply may be permitted under the provisions of Article 39 of the Hydrological Planning Regulation.

4. In the areas assigned to supply systems 2, 3 and 4 which supply Seville, Cordoba and Jaen respectively, only new concessions for supply will be allowed, except for new concessions for industrial use other than the energy production, prior to analysis of its possible repercussions and up to a total of 10 hm3 in the demarcation set, adding all the concepts in which this exception appears. The volume of the new industrial use concessions must be less than 40,000 m3 for use.

5. In the groundwater bodies defined as strategic in Article 4, in all groundwater bodies where the holding is between 50% and 80% of the available resource and in all bodies of groundwater or areas Under the general regulatory system, only new concessions for the following uses shall be permitted:

a) Supply.

b) Industrial use other than the production of energy prior to analysis of its possible repercussions, up to a total of 10 hm3 in the Demarcation set, adding all the concepts in which this exception appears. The volume of new industrial use concessions shall be less than 250,000 m3 and the holding shall not exceed 80% of the available resource.

6. In groundwater bodies where the holding does not reach 50% of the available resource, new concessions may be allowed up to that threshold, with a maximum volume for use of 250,000 m3, after analysis of the its possible impact and capture of a single level of aquifer.

7. In areas outside the underground water bodies and not included in any of the above categories, new concessions may be granted, the maximum volume of which does not exceed 40,000 m3/year, after analysis of their potential. impacts, capturing a single level of the aquifer and provided that it is renewable resources.

8. In addition to all of the above and in terms of concessions granted to irrigation concessions or authorizations, the provisions of Article 22 are applicable in the case of the conversion of land into irrigation.

9. The bodies of groundwater that are in a bad quantitative state, for the purposes of the provisions of this Hydrological Plan, are the following:

a) 05.04 Huesar-Puebla by Don Fadrique.

b) 05.06 Orce-Maria-Cullar.

c) 05.09 Baza-Caniles.

d) 05.12 Guadix-Marquesado.

e) 05.14 Bedmar-Jodar.

f) 05.17 Jaen.

g) 05.19 Mancha Real-Pegaljar.

h) 05.23 Ubeda.

i) 05.24 Bailen-Guarroman-Linares.

j) 05.25 Rumblar.

k) 05.38 The Pedroso-Arcas.

l) 05.41 Guadhortuna-Larva.

m) 05.43 Sierra and Miocene of Estepa.

n) 05.44 Ecija Altiplano.

n) 05.49 Gerena-Posed.

o) 05.50 Aljarafe.

p) 05.52 Lebrija.

q) 05.69 Osuna-La Lantejuela.

10. The application of the above paragraphs shall be carried out in accordance with the particular zoning and restrictions of each groundwater mass of the Demarcation established in its Operating Standards.

11. The application of this article, which will be updated as the conditions set out in the paragraphs, will be updated on the website of the Guadalquivir Hydrographic Confederation (www.chguadalquivir.es). above.

Section 2. Discharges

Article 43. General rules for the management and control of discharges.

1. According to articles 104.1 of the recast of the Law of Waters and 261 of the Regulation of the Public Hydraulic Domain, in view of the requirements in the fight against pollution that impose the new environmental objectives of this Plan Hydrological, the competent authority may review the discharge authorisations in order to bring them into line with the new situation.

2. Annually the Basin Agency may approve and implement a discharge inspection programme, with a frequency of inspections on the basis of the following criteria:

a) Adequation of landfill treatment facilities.

b) Defaults previously detected.

c) Population or volume to pour into industry.

d) Hazardous industrial spill.

e) Existence in urban nuclei of a significant number of industries or highly polluting industries due to the potential toxicity of their discharges or the volume of discharges.

f) Aprovechments located on bodies of groundwater, especially those identified at risk of not achieving good status.

g) Leverage affecting stock supply.

h) Existence of protected natural spaces or endangered species.

Depending on the results of the campaign, the Basin Agency shall proceed, where appropriate, to the application of the determinations of Section 7., Chapter II of Title III of the Regulation of the Public Hydraulic Domain, on suspension and revocation of authorisations for discharges, without prejudice to the appropriate sanctioning regime.

3. In the authorisations of systems for the consolidation of urban areas, the criteria set out in Article 259.ter.1 of the Regulation of the Hydraulic Public Domain shall be taken into account in relation to the overflows in rain episodes.

In the remainder of the discharge authorizations, the Basin Agency may impose on liquid discharges the obligation of its storage prior to purification in order to avoid very polluting discharges or flow points of discharge, accepting that it can be entrusted to rafts or storage tanks or, where appropriate, to primary decanters.

4. The competent administrations will follow specific implementation of the National Water Quality Plan in the Hydrographic Demarcation of the Guadalquivir, as well as the measures contained in the present Hydrological Plan for the reduction of diffuse pollution.

5. Industrial discharges into uncleaned urban networks must be subject to rules which may not be less stringent than those for public use, with the exception of those discharges which are subject to a reduction plan. pollution in your discharge authorisation.

6. The Plan of Regularization of Industrial Vertids, to the Public Domain Hydraulic or Terrestrial Maritime, that is contemplated in the program of measures of the present Hydrological Plan, will be pushed in the context of the Framework Conventions to establish between the Ministry of Agriculture, Food and the Environment and the various Industrial Sectors with the aim of establishing Sectoral Plans with specific deadlines and programmes so that, on the one hand, the situation of discharges is regulated at present not authorised and, on the other hand, the collection of the discharge fee is universalised.

7. Projects for new urban developments should justify the non-desirability of establishing separate sewage systems for sewage or rainwater, as well as measures to limit the input of rainwater to collectors.

8. To the effect provided for in Article 259.ter.1.a) of the Regulation of the Public Water Domain, the projects of urbanizations will include the precise works of diversion of runoff or encauzations of channels that prevent the incorporation of the waters stormpls to the network of collectors.

9. Without prejudice to Article 259.ter.2 of the Regulation on Hydraulic Public Domain, the industry located in an industrial area or land shall ensure, in any event, the connection of its discharges to sewerage networks, whether they are their own or urban, as well as their treatment prior to their incorporation into the channel, under the conditions imposed by their discharge authorization.

When by the volume or characteristics of the industrial effluent it is not possible to comply with the municipal ordinances in terms of values acceptable for urban waste water without purification, and when the municipality has deficiencies in As regards the purification of discharges, the criteria laid down in paragraph 5 shall be followed. In any case, it will be respected, in any case, respecting local autonomy and consequently, what to do so dictate the ordinances of discharges established by the local authorities.

10. Industries which include chemical, biological or radioactive processes, which are capable of causing accidental discharges of toxic substances of non-standard measurement, will have deposits or rafts to prevent such discharges into the river system. or aquifer. To this end, the purification stations shall have devices that allow the storage of the water without any treatment that could be caused by sudden or scheduled stops. These devices shall be sized in such a way as to have a warning time, which shall be a function of the discharge characteristics, the receiving channel and the additional emergency means available to the plant.

11. In accordance with the provisions of Royal Decree 60/2011 of 21 January on environmental quality standards in the field of water policy, the inventory of emissions, discharges and losses of the substances for which it is intended will be drawn up and updated. have established Environmental Quality Standards (EQS), and the adjacent mixing zones shall be demarcated for the points on which those substances are discharged.

Article 44. Consideration of discharges of minor importance.

A liquid spill may be considered to be of minor importance when its pollutant load is less than 15 equivalent inhabitants and is exclusively sanitary water, with no possibility of mixing with other water type residual, such as those generated in:

(a) Isolated buildings for family-type housing, provided that they are located on rustic soil or that their connection to the municipal sanitation network is excessively costly or physically impossible.

(b) Greater livestock with less than 10 heads and poultry, cunicultural or equivalent farms of less than 100 units, provided that they perform the management and removal of cabbages by dry procedures.

Article 45. Discharges into natural channels with intermittent flow rate.

In accordance with Article 259 bis of the Water Public Domain Regulation:

1. Any discharge of waste water carried out in natural channels with intermittent flow rate and which does not reach a permanent stream may be considered as being discharged into inland waters or as an indirect discharge into waters underground by filtration through the soil.

2. After a preliminary assessment of the system of flow rates and the hydrogeological characteristics of the land, the Basin Agency shall decide under which of the considerations, or in its case both, the processing of the authorisation of the discharges.

3. In the case of processing as an indirect discharge into groundwater, the Basin Agency, after a preliminary assessment of the risk of contamination, shall decide whether the applicant should submit the hydrogeological study prior to the Refer to Articles 257 and 258 of the Hydraulic Public Domain Regulation.

Section 3. Reuse of clean water

Article 46. Reuse of waste water.

Regenerated waters can only be used in the replacement of volumes of concessions already granted, without the possibility of being considered a new resource, except on the coast, it must comply with the legal regime provided for in the text. recast of the Water Act and the provisions of Royal Decree 1620/2007 of 7 December establishing the legal regime for the reuse of clean water.

Article 47. Irrigation returns.

1. The irrigation returns in the azarbes and collectors within the limits of the regable area corresponding to the area with the right to irrigation to which the water concession is linked, as long as the reintegration to public channel does not occur, have the consideration of waters already granted, so that their recirculation for the irrigation of the regable zone that produces them will not be considered new use, provided that it does not involve a third party.

2. The use of the irrigation returns, where they are not within the regable area, shall be granted, without prejudice to the limitations laid down in Articles 22 and 32 to 37. There will be no responsibility for the reduction in irrigation returns resulting from more efficient irrigation management.

Section 4. Protected zones

Article 48. Protected areas covered by this Hydrological Plan.

According to the provisions of Article 99a of the recast of the Water Law and Article 24 of the Hydrological Planning Regulation, for the Hydrographic Demarcation of the Guadalquivir, the following have been declared: protected zone types, which will be incorporated in the corresponding Register:

(a) Water catchment areas for supply as well as, where appropriate, defined protection perimeters.

b) Future water catchment areas for supply designated in this Hydrological Plan.

(c) declared areas of protection of significant aquatic species from the socio-economic point of view.

d) Water pots declared for recreational use.

(e) Vulnerable areas declared vulnerable under the rules on the protection of waters against pollution caused by nitrates from agricultural sources.

(f) Declared Sensitive Areas in application of the rules on the treatment of urban waste water.

g) declared habitat protection zones or species in which the maintenance or improvement of the water status is an important factor for their protection, including SCIs, ZEPA and ZEC.

h) Perimeters of protection of the mineral and thermal waters declared in accordance with their specific legislation.

i) River natural reserves collected in this Hydrological Plan.

j) Special protection zones collected in this Hydrological Plan.

k) Wetlands of international importance included in the Ramsar Convention List and wetlands included in the National Wetlands Inventory.

The Register of Protected Areas can be found on the website of the Guadalquivir Hydrographic Confederation (www.chguadalquivir.es).

Article 49. Relationship of protected areas in water catchment areas for supply.

1. Table T. VIII.1 of Appendix 8 presents the protected areas of existing fetches for supply in reservoirs. In these cases, the reservoir itself has been defined as a protected zone. Before the next revision of the Hydrological Plan the protection perimeters will be defined for each of these fetches, which will be part of the corresponding protected zones.

It is included, when available, the information contained in the SINAC-System of National Information of Water of Consumption-code of the collection, denomination of the collection and volume of water captured per year according to the mentioned source.

2. Table T. VIII.2 of Appendix 8 includes protected areas of existing supply fetches, in rivers, defining the protected zone as the mass of water in which the catchment is located. The name and the SINAC code of those fetches appearing in the registered name are also indicated. Finally, the water mass code of the basin in which they are located is included.

3. Table T. VIII.3 of Appendix 8 presents the areas to be protected from groundwater collection for supply. In the case of groundwater fetches the protected zone shall be constituted by the perimeter of protection, when it has been defined. If there are several next captions, they may be grouped together in the same protected zone, which may cover the entire groundwater body. " Tables T. VIII4 and T. VIII5 are included in Appendix 8 where the protection perimeters and the relationship between these perimeters and the supplies are collected.

4. Table T. VIII.6 of Appendix 8 presents the areas corresponding to future supply captions proposed by the Hydrological Plan. They refer to reservoir sockets in which, as in paragraph 1, in addition to the reservoir itself, the protection perimeters for each of these fetches included in the zone must be defined before the next revision of the Hydrological Plan. corresponding protected.

5. In those cases where the use of the perimeter does not have the required title of the right, the necessary documentation shall be requested for its granting, if appropriate, within the period of validity of this Plan. Hydrologic.

Article 50. Relationship of protected areas for the protection of significant aquatic species from the socio-economic point of view.

1. In the Guadalquivir Hydrographic Demarcation, the fish sections and the mollusc production areas have been collected within this definition.

2. Table T. VIII.7 of Appendix 8 lists the fish sections as a protected zone for the protection of significant aquatic species from the socio-economic point of view.

3. Table T. VIII8 of Appendix 8 presents the areas for the production of molluscs identified in the Hydrological Plan for inclusion as protected zones.

Article 51. Specific measures for dams and azudes.

In the sections of the river listed as fish farming referred to in Article 50, dams less than 7 metres high above the bed, as well as the flue-water azudes, must be made available to the fish farm, without prejudice to the measures provided for in Article 126 (a) of the Hydraulic Public Domain Regulation.

Article 52. Relationship of protected zones for recreational use.

1. For the purposes of Article 24 Regulation of Hydrological Planning in areas for recreational use only bathing spaces shall be referred to as protected areas.

2. The following criteria are applied for the definition of the bathing water protection zone: a) rivers are defined as a protected zone the mass of water in which the bathing area is located, b) in the reservoirs the protection zone corresponds to a Water strip adjacent to the bank, of a width of 50 m, and, c), in coastal bathing areas, the criterion of the Instruction of Hydrological Planning is followed, making the protected area correspond to the zones.

3. In accordance with Article 4 of Royal Decree 1341/2007 of 11 October 2007 on the management of bathing water quality, the competent authority shall, at the beginning of each year, draw up a provisional list of bathing water areas and 20% of bathing water. In March each year, as a deadline, the competent authorities will incorporate the minimum set of information from the Census of Water Areas of Bano. This relation of bathing areas is communicated through the National Information System of Water of Bath or NAYADE of the Ministry of Health, Social Services and Equality. Table T. VIII.9 of Appendix 8 presents the relationship of these bathing areas.

4. All recreational facilities in the bathing areas must adapt their characteristics to the requirements of the legislation in force, in order to obtain the required right of law within the duration of the present Hydrological Plan.

Article 53. Vulnerable areas.

1. The areas vulnerable to nitrate pollution in the River Basin District have been declared by the competent authorities of the Autonomous Communities of Andalusia, Castilla-La Mancha, Extremadura and the Region of Murcia by the following: formal acts:

-Autonomous Community of Andalusia: Decree 36/2008 and Order of 7 July 2009.

-Autonomous Community of Castilla-La Mancha: Resolutions of 7 August 1998 and 10 February 2003. And Order of 21/05/2009, of the Department of Industry, Energy and the Environment, approving the maintenance of the vulnerable zones designated by the resolutions of 07/08/1998 and 10/02/2003 and designating a new name: Field of Calatrava, in relation to pollution of waters by nitrates of agricultural origin in the Autonomous Community of Castilla-La Mancha.

-Autonomous Community of the Region of Murcia: Order of 20 December 2001 and Order of 22 December 2003.

-Autonomous Community of Extremadura: Order of 7 March 2003.

2. Tables T. VIII.10 and T. VIII.11 of Appendix 8 present the bodies of water, surface and ground, respectively, declared as vulnerable zones.

Article 54. Sensitive areas

1. By the Resolution of 30 June 2011, the General Secretariat for the Territory and Biodiversity of the Ministry of the Environment, the Rural and Marine Environment has been declared as sensitive zones 13 zones in total, in application of the Decree-Law 11/1995 of 28 December 1995 laying down the rules applicable to the treatment of urban waste water and Royal Decree 509/1996 of 15 March 1996 on the development of the Royal Decree-Law referred to above the rules applicable to the treatment of urban waste water.

2. Table T. VIII.12 of Appendix 8 relates the thirteen sensitive areas of the demarcation.

Article 55. Habitat or species protection zones.

1. In the demarcation they have been declared as habitat protection zones or species in which the maintenance or improvement of the state of the water constitutes an important factor of their protection, being integrated by: a) the Places of Importance Community (SCI), (b) Special Protection Areas for Birds (SPAs) and (c) Special Areas of Conservation integrated into the Natura 2000 Network. The regulatory framework for the protection of these areas at national level is constituted by Law 42/2007, of 13 December, of Natural Heritage and Biodiversity.

2. Table T. VIII.13 of Appendix 8 includes those LIC's and ZEPA's of the demarcation that correspond directly to the aquatic environment, with an indication of the associated water mass, its code and the importance of the space that has motivated its statement.

Article 56. Mineral and thermal water protection perimeters.

1. The perimeters of protection of mineral and thermal waters are defined according to their specific legislation. The regulatory framework for the designation of protection perimeters is laid down in the basic state regulations provided for in Law 22/1973 of 21 July, of Minas and its Executive Regulation approved by Royal Decree 2857/1978 of 28 August and, in their case, in the autonomic regulations.

2. Table VIII.14 of Appendix 8 relates the perimeters of mineral and thermal waters declared in the Demarcation.

Article 57. River natural reserves.

1. In accordance with the provisions of Article 4 (2) (b) (c) of the recast of the Water Act and Articles 4 (b), (c) and 22 of the Hydrological Planning Regulation, they are proposed for their declaration by the competent authorities as river natural reserves, the sections of river listed in Table T. VIII.15 of Appendix 8, which are characterised by waterborne aquatic ecosystems with a high degree of naturalness, with little or no human intervention.

2. In accordance with the provisions of Article 98 of the recast of the Water Law, no authorizations or concessions will be granted in these sections of the river in the hydraulic public domain of activities that may produce significant pressure. on the quantity or quality of the mass of water or a significant condition on the flow of water through the stream. To this end, the petitioner must present a report on the possible harmful effects for the environment, which he will give to the competent environmental authority to decide on the corrective measures that his judgment should introduce.

3. The determinations of the previous point shall be maintained, where the declarations of the natural river reserves by the competent authorities are produced, whether individually, or as part of protection zones. wider.

Article 58. Special protection zones.

According to the provisions of Article 43.2 of the recast of the Water Law, in the revision of the Plan, special protection zones, basins or stretches of basins, aquifers or water bodies may be declared for their special protection. natural characteristics or ecological interest.

Article 59. Wetlands.

1. In accordance with Article 24.2.g of the Hydrological Planning Regulation, it shall be included in the Register of Protected Areas:

(a) Wetlands of international importance included in the List of the Ramsar Convention of 2 February 1971 related to Table T. VIII.16 of Appendix 8.

b) The wetlands included in the National Wetlands Inventory in accordance with Royal Decree 435/2004 of March 12, which regulates the National Inventory of Wetlands.

c) The wetlands of the Andalusian wetland inventory (Decree 98/2004 of 9 March of the Junta de Andalucía establishing the Inventory of Wetlands of Andalusia) related to Table T. VIII.17 of Appendix 8.

d) The Castile La Mancha Wetlands Conservation Plan lists a list of wetlands listed as protected natural spaces and wetlands for which a plan of resource management is being processed. natural. Three lagoons of interest have been identified within the demarcation: Laguna de la Marquesa, Laguna del Retamar, and Laguna de la Alberquilla.

2. These wetland listings will be modified according to the variations that the wetland catalogues that relate to this Hydrological Plan will experience.

Section 5. Extreme weather events

Article 60. Flood protection.

In accordance with Articles 92 (e) and 92 (c) of the recast of the Water Act and Article 59 of the Hydrological Planning Regulation and without prejudice to the provisions of Article 14 as amended by Royal Decree 9/2008 amending the Regulation of the Public Hydraulic Domain, the following principles of flood protection are adopted.

1. Flood protection shall comply with the provisions of Royal Decree 903/2010 of 9 July 2010 on the assessment and management of flood risks and on measures to be included in the programme of measures under the risk management plan for floods. flood foreseen in the aforementioned Royal Decree.

In the plans for flood management, the state will be taken into account as established by the Council of Ministers Agreement of 29 July 2011, which approves the State Civil Protection Plan against the risk of floods, and at the regional level by the respective special flood plans approved by the National Civil Protection Commission.

2. The flood protection measures approved by the competent authorities shall be applied until such time as the flood risk management plan is available.

3. The flood protection guards must be respected in all reservoirs, in accordance with their operating rules and emergency plans.

Article 61. Drought protection.

1. In relation to the protection against droughts, the Special Plan of Action in the Situations of Alert and Eventual Drought in the river basin of the Guadalquivir approved by Ministerial Order MAM/698/2007, of March 21, will be available.

2. In accordance with the provisions of Article 10.8 of the Special Plan of Action in Situations of Alert and Eventual Drought regarding its update and revision, the Basin Agency will proceed, once this Hydrological Plan is approved, to be drafted. an update of the Special Plan, mainly because of:

(a) The modification of the new ecological flow rate regime of the Hydrological Plan, as set out in Chapter 3.

b) Changes that, with respect to the previous definition of resource exploitation systems, introduce this Hydrological Plan.

3. In consideration of the provisions of Article 62 of the Hydrological Planning Regulation, the Memory of the present Hydrological Plan incorporates a summary of the Special Plan of Action in Situations of Alert and Eventual Drought, with the system of indicators and characterization thresholds, as well as a synthesis of the measures included in the Special Plan for the prevention and mitigation of drought.

CHAPTER 8

Financial economic regime of the use of the hydraulic public domain

Article 62. Exceptions to the application of the cost recovery principle.

In accordance with Article 111.bis.3 of the recast text of the Water Act, the Minister for Agriculture, Food and the Environment may provide a number of reasons for exceptions to the principle of cost recovery, for the assumptions, which pursuant to Article 42.4 of the Hydrological Planning Regulation, are set out below:

(a) Different administrations carrying out high or low investments in small municipalities and in rural or disadvantaged areas will establish that these costs-usually higher than the average costs in the set of demarcation-are repaired in management units, such as Mancommunities and Pools, so that the overall recovery of costs is carried out in solidarity within each Autonomous Community or minor management unit.

(b) exceptions to the principle of cost recovery in municipalities, irrespective of their size, where one of the two following criteria are met:

1. Where the average municipal income is below 75% of the average income of the district. In this case, the derogation-for a disproportionate cost-will be considered applicable if the cost of water for the user exceeds the average cost of the demarcation by more than 25% and provided that the price of water exceeds the average price of the its population range, as defined in Article 19 of this Regulation.

2. Where, as a result of the introduction of certain measures or of supply guarantee works, the actual increase in cost to the citizen exceeds the cumulative annual 8%.

c) With respect to the rules governing the modernization of the irrigation system, the derogation shall apply to the subsidised part of the investments for modernization, in such a way that no such part is recovered. This proposal is based on the increase in costs incurred by the farmer for the modernization itself, the depreciation of investments directly financed and the increase in conservation, maintenance and exploitation costs. generates the new infrastructure.

Article 63. Regulation fee.

1. Any benefit from the works of regulation of surface water or groundwater, financed wholly or partially by the State, will satisfy a regulatory fee according to Article 114.1 of the recast text of the Water Law.

2. Pursuant to Article 114.6 of the recast text of the Water Act, the reference envelopes for the correction of the amount of the regulatory fee by the settlement body shall be as set out in Articles 19, 20 and 26.

CHAPTER 9

Monitoring and Review of the Hydrological Plan

Article 64. Protected areas designated after approval of the Basin Hydrological Plan.

As provided for in Article 25 of the Hydrological Planning Regulation, the Protected Area Registry shall be reviewed and updated regularly and, specifically, in conjunction with the update of the Hydrological Plan.

It shall be considered, when the competent authority for the matter designates a new Protected Zone, for the purposes of the hydrological planning, after the approval of this Hydrological Plan which, the same shall be incorporated to the Register of Protected Areas of this Plan with the same effects as the protected zones included in the said register, without the necessary consultation and approval procedures of the Hydrological Plan as defined in Articles 80 and 83 of the Hydrological Planning Regulation.

Article 65. Monitoring and review of the Hydrological Plan.

1. The monitoring and review of the Hydrological Plan shall take into account the provisions of Title III of the Hydrological Planning Regulation.

2. In line with the provisions of Article 88 of the Hydrological Planning Regulation, the following issues will be specifically monitored:

a) Degree of compliance with the ecological flow rate regime

b) State of the surface and groundwater bodies and an analysis of their evolution towards the environmental objectives set out in the Hydrological Plan, with a diagnosis of the potential risk of non-compliance.

c) Evolution of natural and available water resources and their quality.

d) Evolution of water demands.

e) Evolution of the degree of satisfaction of demand and, specifically, evolution of the "gaps in supply", with a diagnosis on the risk of non-compliance with the objectives of the Hydrological Plan in this field.

f) Implementation of the programme of measures and their effects on the achievement of the objectives of the Hydrological Plan. In the light of the diagnosis of the risks of non-compliance with the objectives-environmental, satisfaction of demands, etc.-the programme of measures will be reviewed with the introduction, where appropriate, of the relevant amendments, both in the typology of the measures, as in the intensity of their implementation, with an assessment of the economic impact of such modifications.

3. For the development of the activities of the monitoring of the Hydrological Plan, from which the annual, triennial or four-year reports referred to in Article 87 of the Regulation of the Hydrological Planning, the Basin Agency, will be derived it must have all the relevant information and, in particular, the information resulting from the measurements in the control networks. Therefore, irrespective of the fact that the information is channelled through the Committee of Competent Authorities, the institutions that manage the various information must provide access to the information to the Basin Agency.

CHAPTER 10

Measures program summary

Article 66. Agents of the Plan.

1. They are competent authorities of the Hydrographic Demarcation of the Guadalquivir:

(a) The bodies and entities of the General Administration of the State with powers over 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 partly part of the territorial scope of this hydrological plan, with powers over the protection and control of waters.

(c) The Local Entes, 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 Hydrographic Demarcation of the Guadalquivir has the function of ensuring the proper cooperation in the application of the norms, community and national, of protection of the waters of its territorial scope.

3. The current composition of the Committee of Competent Authorities of the Hydrographic Demarcation of the Guadalquivir, designated in accordance with the provisions of Royal Decree 126/2007 of 2 February, which regulates the composition, operation and The powers of the Committees of Competent Authorities of the Hydrographic Demarcades with intercommunity basins are included in Table C. 66.1.

C. 66.1 Committee of Demarcation Competent Authorities

Charge

President EMFF.

Entity

Administration

President of the Guadalquivir Hydrographic Confederation.

Guadalquivir Hydrographic Confederation.

Status. MAGRAMA.

of the Environment and Water.

Agriculture, Fisheries and Environment Department.

Junta Andalucía

Councillor for Spatial Planning and Housing.

Territory and Territory Planning Housing.

Castile La Mancha Board

Director General of Infrastructures and Water.

Promotion Counselor.

Extremadura Board.

Director General of Regadios and Rural Development.

Agriculture and Water Counseling.

Region of Murcia.

Director General of Water.

Water Address.

Status. MAGRAMA.

Director-General of Sustainable Development of the Rural Environment.

Directorate-General for Sustainable Development of the Rural Environment.

Status. MAGRAMA.

Captain Maritimo of Seville.

Ministry of Development.

State. Ministry of Development

Spanish Federation of Municipalities and Provinces.

Spanish Federation of Municipalities and Provinces

Secretariat Hydrographic Confederation of the Guadalquivir.

Confederation Hydrographic of the Guadalquivir.

Status. MAGRAMA.

Article 67. Organization and procedure for making public participation effective.

1. The Basin Agency shall establish the organizational system and framework framework associated with the development of public information, public consultation and active participation procedures for the monitoring and review of this Hydrological Plan.

2. The Basin Agency will coordinate the processes of public information, public consultation and active participation, as well as that of strategic environmental assessment for the review of the Hydrological Plan.

3. The methods and techniques for participation in the different phases of the process will be, inter alia, interviews, open days, bilateral meetings, workshops, interactive participation, sectoral and multisectoral tables, conferences and round tables.

4. The contact points for the consultation and obtaining of documentation and information related to the Plan during the processes of public information and active participation of the Hydrological Plan will be, as long as nothing else is available:

a) The headquarters of the Basin Agency in Seville and its delegations from Cordoba, Jaén and Granada.

b) The official website of the Basin Agency.

Article 68. General issues of the Action Programme.

1. According to Article 92 (4) of the recast of the Water Law, the program of measures of this Hydrological Plan is integrated by the basic and complementary measures necessary for the achievement of the objectives of the present Plan.

2. In this Hydrological Plan, two types of Basic Measures have been differentiated.

-Basic Measures I, referred to in Article 45 of the Hydrological Planning Regulation. They correspond to rules for the protection of waters derived from European directives and are actions to be carried out, irrespective of their cost/effectiveness analysis.

-"Basic II" measures, corresponding to Articles 46 to 54 of the Hydrological Planning Regulation, related to different legislations. The various possibilities or alternatives for their implementation through cost-effectiveness analysis are integrated into the Action Programme. They correspond to those set out in Annex VI of the Water Planning Instruction and their degree of linkage will be subject to the budgetary availability of the different administrations.

3. The accompanying measures are those referred to in Articles 55 to 60 of the Hydrological Planning Regulation, which defines them as those measures which in each case should be applied in addition to the achievement of the objectives. (a) environmental protection or to achieve additional water protection, while being subject to the budgetary resources of the various administrations.

4. The selection of the Basic and Complementary measures has been carried out with the use of the cost-effectiveness analysis referred to in Article 43.6 of the Hydrological Planning Regulation, in which economic aspects are integrated, social and environmental measures.

5. The Adopted Measures Program is summarized in table format in Appendix 9.

To facilitate the presentation and understanding of the Program, measures have been grouped according to the following general classification:

(a) Point-in-time pollution: it covers everything related to material actions of sanitation and purification (EDAR, collectors, storm tanks, treatment of industrial discharges, etc.).

b) Diffuse pollution: it covers all good agricultural and livestock farming practices (fertilizers and pesticides).

c) Satisfaction of the demands: it encompasses everything related to the increase of the supply of resources and increase of guarantee of supply and would coincide in good part with basic infrastructures (dams, desalination of marine water and salobre, reuse for increase of resources, new supply networks, new irrigation infrastructure, etc.; it also includes the actions and maintenance programs that ensure the operability of these infrastructures.

d) Environmental recovery: encompasses everything related to restoration of the hydraulic public domain (restoration of riverbanks, recovery of wetlands, hydrological restoration, actions for the elimination of water, invasive species, fish scales, withdrawal of obsolete infrastructure from the public hydraulic domain, delimitation of the public hydraulic domain, actions necessary for the implementation of ecological flows, etc.).

e) Increase in efficiency: it encompasses all types of actions aimed at this objective, both structural and management (modernization of irrigation, improvement of efficiency in supply networks, installation of devices with less consumption in urban supply, reuse of water in the same core in which they are produced, public offers for the acquisition of water rights, contracts for the disposal of water rights, review of concessions, systems of advice to the regant, etc.).

f) Knowledge, administration and governance: includes all measures aimed at increasing the information available on water as well as improving administrative procedures for its management (measurement networks quantity, quality and biological, control devices for water masses and the volume derived by each user, update of the concession register, regularization of concessions, updating of the census of discharges, increase of the nursery staff for the control of extractions and discharges, delimitation and management of flood zones, etc.).

g) Cost recovery: encompasses everything related to the modification of irrigation, supply, sanitation and discharge fees.

h) Protection and recharge of aquifers: includes those specific measures for groundwater (establishment of standards for extractions and the granting of concessions in bodies of groundwater, definition of protection perimeters, etc.).

i) Prevention and mitigation of extreme hydrological situations: measures to mitigate the risk of flooding (adequacy of channels in urban areas).

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