Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD -

LIST OF APPENDICES

APPENDIX 1-1 PROJECTS UNDER IMPLEMENTATION ...... 1

APPENDIX 1-2 REGULATORY FRAMEWORK IN ...... 3

APPENDIX 1-3 REGULATORY FRAMEWORK IN THE EUROPEAN COMMUNITY ...... 9

APPENDIX 2-1 PROJECT SCOPE ...... 12

APPENDIX 2-2 ADMINISTRATIVE DATA ...... 13

APPENDIX 2-3 MAPS OF GROUNDWATER BODIES ...... 22

APPENDIX 2-4 DRINKING WATER MONITORING FOR THE YEAR 2012 ...... 26

APPENDIX 3-1 GENERAL FEATURES OF SURFACE WATER...... 28

APPENDIX 3-2 GROUNDWATER QUANTITY ...... 32

APPENDIX 3-3 WATER SUPPLY ZONES ...... 39

APPENDIX 3-4 GROUNDWATER QUALITY ...... 66

APPENDIX 3-5 WATER MONITORING ...... 71

APPENDIX 3-6 WATER SUPPLY SYSTEMS ...... 74

APPENDIX 3-7 WATER BALANCE ...... 82

APPENDIX 3-8 PRIORITY PROJECTS OF MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 89

APPENDIX 3-9 PRIORITY PROJECTS OF MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 94

APPENDIX 3-10 PRIORITY PROJECTS OF KIRKOVO MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 97

APPENDIX 3-11 PRIORITY PROJECTS OF MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 99

APPENDIX 3-12 PRIORITY PROJECTS OF KARDZHALI MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 103

APPENDIX 3-13 PRIORITY PROJECTS OF MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 108

APPENDIX 3-14 PRIORITY PROJECTS OF MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS ...... 111

APPENDIX 4-1 DAILY AND HOURLY FLUCTUATION COEFFICIENT AND DOMESTIC WATER CONSUMPTION ...... 117

APPENDIX 4-2 COMPARISON OF COMBINED AND SEPARATE SEWERAGE SYSTEMS ...... 118

APPENDIX 4-3 DESCRIPTION OF POSSIBLE FINAL DISPOSAL ROUTES ...... 119

APPENDIX 4-4 CLIMATE CHANGE IMPACT ...... 121

APPENDIX 4-5 INVESTMENT COSTS (WATER SUPPLY) ...... 131

APPENDIX 4-6 INVESTMENT COSTS (WASTEWATER) ...... 133

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering Appendix Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

APPENDIX 4-7 TENTATIVE PRIORITIZATION SYSTEM ...... 135

APPENDIX 4-8 CALCULATIONS TO THE OPTION EVALUATION FOR DZHEBEL AGGLOMERATION ...... 137

APPENDIX 4-9 DESCRIPTION OF IMPROVEMENT WORKS FOR THE SEWERAGE NETWORK IN PERIODS (SHORT-, MEDIUM- AND LONG- TERM) ...... 140

APPENDIX 4-10 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF KARDZHALI ...... 141

APPENDIX 4-11 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF MOMCHILGRAD ...... 142

APPENDIX 4-12 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF KRUMOVGRAD ...... 143

APPENDIX 4-13 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF ARDINO ...... 144

APPENDIX 4-14 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF DZHEBEL ...... 145

APPENDIX 4-15 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE VILLAGE OF BENKOVSKI ...... 146

APPENDIX 6-1 DETERMINING INVESTMENTS IN SEWERAGE SYSTEMS FOR SETTLEMENTS WITH LESS THAN 2,000 INHABITANTS...... 147

APPENDIX 7-1 ENVIRONMENTAL ASSESSMENT PROCEDURE ...... 148

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering Appendix Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 1-1 PROJECTS UNDER IMPLEMENTATION

Cost Municipality Project Deadline General objectives Outcomes BGN Under Procedure Achieving compliance with environmental aquis and in particular №BG161 РО 005/10/1.11/02 with the Urban Wastewater Directive. /16 „Improvement and Water Supply Sector: development of water and Supplying the population with drinking water of adequate 1. Construction of WWTP for wastewater infrastructure in quantity and quality; 75,045 PE. agglomerations with over Reducing water losses in the distribution networks; Connecting 2. New sewerage network - 10,000 PE.” of Kardzhali the highest possible percentage of population through 18,975 m; Municipality, a grant № rehabilitation and improvement of existing water supply facilities 3. Rehabilitated sewerage DIR- 51011116-С001 is Kardzhali 30,674,584 July 2015 and construction of new ones. network – provided for Wastewater Sector: 4,374 m; „Kardzhali integrated water Reducing direct discharge of untreated wastewater into water 4. Reconstructed water project: Construction of bodies; supply network – WWTP and an intercepting Reducing infiltration into the sewerage system and other 16,450 m. sewer collector, extension improvements to the sewerage network; and reconstruction of the Increasing population connected to sewerage network; Increasing water supply and sewerage the percentage of population whose wastewater is fully treated. network", signed on 18 th

January 2013. Under Operational Achieving compliance with environmental aquis and in particular 1. Construction of WWTP for Programmed Environment with the Urban Wastewater Directive. 10,221 PE. 2007-2013, Priority axis 1 Water Supply Sector: 2. New sewerage network – of Momchilgrad Municipality Supplying the population with drinking water of adequate 6,320 m; Momchilgrad 24,835,763 June 2014 a grant № DIR- 58-131- quantity and quality; 3. Rehabilitated sewerage С177/26.02.2009 is Reducing water losses in the distribution networks; Connecting network – provided. the highest possible percentage of population through 8,470 m; "Reconstruction, rehabilitation and improvement of existing water supply facilities 4. Reconstructed water

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Cost Municipality Project Deadline General objectives Outcomes BGN modernization and and construction of new ones. supply network – completion of the water Wastewater Sector: 21,780 m. supply and sewerage Reducing direct discharge of untreated wastewater into water network and construction of bodies; UWWTP in the town of Reducing infiltration into the sewerage system and other Momchilgrad", signed on improvements to the sewerage network; 10 th October 2013. Increasing population connected to sewerage network; Increasing the percentage of population whose wastewater is fully treated.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 2 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali APPENDIX 1-2 REGULATORY FRAMEWORK IN BULGARIA

The Water Act (WA): The WA (SG 67/27.07.1999; last amendment- SG No 66/26 th July, 2013) is the main legal act in Bulgaria that sets out the relations in the management of water as a nation-wide natural resource. The Act regulates the state policy related to the activities for operation, construction, reconstruction and modernization of water systems and facilities. According to the WA, water in the country is managed at the national and basin levels. Pursuant to the law, waters within the territory of the country are managed at the national and basin district levels. It includes: surface waters, ground waters including mineral waters, inner marine waters and territorial sea, as well as the waters of Danube, Rezovska and Timok Rivers, within the state border of the Republic of Bulgaria. In all cases stipulated by law, waters and water bodies within the territory of the country are public state property, municipal property or private property. The use of waters and water bodies includes water abstraction and use of the water body with permit or not, depending on whether the law requires the issuance of an individual administrative act as a prerequisite for exercising the right to use or abstraction, or such right occurs by virtue of another legal fact.

The WA determines the permission arrangement for water use and water-taking from water bodies in the cases where concessions are provided under the provisions of the Law on Concessions for Extraction of Mineral Water - exclusively owned by the state. The WA also determines the land easements, related to the water bodies, the requirements for the preservation of water and water bodies, the protection from the damaging effect of water, the water management, the financial organization and the economic regulation in the water management and the administrative and citizen responsibility.

The Water Act is supported by the following ordinances for its implementation:

• Ordinance № 1 from 10.10.2007 for specific requirements for the study and use of groundwater, including mineral waters and their protection against pollution (prom. SG. 87/30.10.2007) • Ordinance № 2 from 13.09.2007 on the order and manner for finding, restricting and preventing nitrate pollution of waters from agricultural sources and the rights and obligations of the competent authorities in this field (prom. SG. 27/11.03.2008) • Ordinance N°2 from March 2005 for “Design, constru ction and exploitation of water supply systems” • Ordinance № 3 from 16.10.2000 on the terms and conditions for research, design, approval and operation of sanitary protective zones around water sources and facilities for drinking water, and sources of mineral waters used for therapeutic, prophylactic, drinking and sanitation needs (promulgated SG. 88/2000) • Ordinance № 4 from 20.10.2000 on requirements for quality of fresh waters – fish habitats, and the requirements for quality of coastal waters and marine waters jutted into the land, ensuring the normal existence and reproduction of crustaceous and mollusc species (promulgated SG. 88/2000) • Ordinance № 5 from 23.04.2007 on requirements for monitoring and classification of bathing waters quality, the management of bathing waters quality, the provision of information to the public in relation to bathing waters

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quality and the terms and conditions for establishing new bathing areas (promulgated SG. 44/ 5.06.2007) • Ordinance № 6 from 09.11.2000 on the standards for admissible contents of dangerous and harmful substances in the waste water discharged in the water bodies (promulgated SG. 97/ 28.11.2000)

• Ordinance № 7/1986 on the indicators and standards for determining the quality of running surface waters, repealed with the adoption of Ordinance H - 4/14.09.2012 on the categorisation of surface water, prom. SG. 22 of 05.03.2013, effective 05.03.2013. The new ordinance regulates the terms and method of categorisation, classification and presentation of the status/potential of surface water bodies. The classification of surface water bodies under the newly adopted ordinance will be carried out by the end of 2013.

• Ordinance № 7 from 14.11.2000 on the terms and conditions for discharging industrial waste waters to the sewage systems and the standards for admissible contents of toxic, harmful and hazardous substances for the environment concentrated in such waste waters prior their discharge (promulgated SG. 98/ 1.12.2000) • Ordinance № 8 from 25.01.2001 on the indicators and standards for the quality of coastal marine waters (promulgated SG. 10/2.02.2001) • Ordinance № 9 from 16.03.2001 on the quality of water intended for human consumption. The ordinance aims to protect individual health against adverse effects of drinking water pollution, and it regulates the requirements for quality and safety of water. (promulgated SG. 30/28.03.2001) • Ordinance № 10 from 3.07.2001 on issuing permits for waste water discharge into water bodies and setting individual emission limit values for point sources of pollution (promulgated SG. 66/27 July 2001) • Ordinance № 12 from 18.06.2002 on the quality requirements for fresh surface waters, which after appropriate processing, are used or are perspective for obtaining waters for drinking and household purposes, their classification and measurement conditions, sampling and analysis of indicators, for drinking purposes (promulgated SG. 63/ 06/28/2002) • Ordinance № 13 from 2.04.2007 on terms and conditions for characterization of surface water bodies (promulgated SG. 37/8.05.2007) • Ordinance № 13 from 29.01.2004 on the procedures for carrying out the technical operation of dams and associated facilities (promulgated SG. 17/2.03.2004)

New Draft Water Law

In April 2012 a Draft Law on amendment and supplements to the Water Act has been prepared.

Amending and supplementing the Water Act proved to be necessary to regulate basic public relationships relevant to water systems and facilities and to reform the water supply and sewerage sector.

The purpose of the Draft Law on amendment and supplement of the Water Act is:

• to propose necessary legislation changes and to determine clear rules concerning the property of water infrastructure,

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• to strengthen the responsibility of the State to provide the population with an access to drinking water, • to increase the effectiveness of the WSSC by economies of scale for providing water supply and sewerage services to the population at socially affordable prices.

The main aims of reforming the water supply and sewerage sector by the proposed amendments and supplements to the Water Act are:

• to improve the quality and stability of water supply and sewerage services for consumers in the long term • to regulate public relations related to construction planning, management and operation of water supply and sewerage systems and facilities • to optimize WSSC operations • to enhance water supply and sewerage services quality and effectiveness, in accordance with European practices • to protect public interest by clear regulation of water supply and sewerage services as activities of public interest • to facilitate the realization of projects for construction, rehabilitation and/or modernization of water supply and sewerage networks and facilities using state’s investments as assets – state property.

Draft National strategy on management and development of the water sector

The National strategy on management and development of the water sector in Republic of Bulgaria was elaborated according to the requirements of art.151 of the Water Act.

The defined objectives of the above mentioned draft National Strategy are as follows:

The long-term strategic objective of the country in the water sector is to reach a sustainable use of water resources that meets present and future needs of the population, the ecosystems and the economic activities of the country.

• Objective 1 : Guaranteed provision of water to the population and business, resilient to climate change (in particular during periods of droughts)

1.1. Ensuring continuous water delivery through rehabilitation of the existing and construction of new dams and reservoirs, rehabilitation of water supply networks and restoration of water bodies.

1.2. Reducing the overall water consumption through investments in water resource infrastructure and measures to improve the efficiency of water resources use.

• Objective 2: Preservation and improvement of surface and groundwater condition

2.1. Eliminating the discharge of untreated wastewater in artificial and natural receiving water bodies as well as in the Black Sea through building, reconstruction and renewal of wastewater disposal and treatment systems.

2.2. Strengthening the institutional system for surface and ground water monitoring and control.

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2.3. Adopting an integrated water resources management approach, turning River basin management plans into a major planning document,

• Objective 3: Enhance the efficiency in the integrated management of water as an economic resource

3.1. Establishment of an institutional framework, which is to ensure the transfer of responsibility for decision making with regard to the water sector development at the national, regional and local levels, from business entities to public authorities – state, municipalities.

3.2. Funds from the population and businesses, EU funds and the required national co-financing should ensure self-financing in the water sector, following the “polluter - consumer pays” principle.

3.3. Increasing the capacity of all participants in the water sector management.

• Objective 4: Mitigate the risk of flood damages

4.1. Identifying risk zones.

4.2. Implementing measures included in flood protection plans.

The horizon/outlook of the national strategy document is 2035. It includes clear determination of property and responsibilities of the institutions for water facilities in the country. The financial needs for amortized water infrastructure and construction of new ones amount to BGN 13-43 billions, depending on service quality to be achieved.

In addition to the above mentioned legal documents, the following documents are relevant and described below:

Environmental Protection Act (EPA).

The Environment Protection Act (SG91/25.09.2002) is the basic act concerning all environmental components – air, water, soils, ground, landscape, natural sites, biodiversity and their interrelation. The Act contains provisions for the access to environmental information, development of National environmental protection strategy and municipal environmental protection programs; performance of environmental assessment of plans and programs and the environmental impact assessment for investment projects; prevention and limitation of industrial pollution (issue of permits for the construction of new and operation of existing enterprises and/or facilities and integrated permits), National environmental monitoring system, control on environmental components; administrative measures and the administrative and civil responsibility. The national environmental monitoring system, developed according to the procedures of the law, includes the national networks for monitoring of all environmental components.

The main sub-law acts of the Environmental Protection Act relevant to the water management are as follows:

• Ordinance for the terms and conditions for carrying out Environmental Impact Assessment (EIA), adopted with Council of Ministers’ Decree № 59 of 2003 by virtue of article 101, paragraph 1 of EPA, and article 31 of the Biodiversity Act. The Ordinance defines the requirements to assess the impact on environment and to their consistency, as follows: Informing the competent authorities and

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affected population, evaluation of necessity for EIA, carrying out consultations, defining the scope, contents and form of the report for EIA, assessment of EIA report quality, organization of public discussions on EIA report, decision making for EIA, control on meeting the requirements of the EIA decision and further certification of EIA decision that is no longer legally effective. • The requirements for environmental assessments of plans and programs are defined by the Ordinance for the terms and conditions for carrying out environmental assessment of plans and programs adopted with Council of Ministers’ Decree № 139 of 2004 by virtue of article 90 of EPA.

State policy for protection of the environment

The state policy for protection of the environment is implemented by the Minister of Environment and Water. Competent authorities pursuant to the law are as follows: Minister of Environment and Water, Executive Director of Executive Environment Agency, directors of Regional Inspectorates of Environment and Water (RIEW), directors of basin directorates, directors of national park directorates, mayors of municipalities, and in towns with regional division – mayors of regions and district governors. The Minister of Environment and Water, together with the authorities competent in the relevant sector policies (transportation, energy, construction, agriculture, tourism, industry, education, etc.) develops the policy and strategy for protection of the environment in the Republic of Bulgaria, governs, through Executive Environment Agency, the National System for Monitoring of Environment, controls the condition of environment within the territory of the country, coordinates the surveillance authorities of other executive power bodies in relation to the environment, issues orders, permits, instructions and approves methodologies, prepares and submits to the European Commission reports and any other documents whatsoever, relevant to the environment, required by the European legislation, and carries out other activities relevant to protection and management of environment in compliance with special laws.

The Executive Environment Agency at the Minister of Environment and Water manages the National System for Monitoring of Environment. The Regional Inspectorates of Environment and Water, national parks directorates and basin directorates ensure the implementation of state policy for environment protection at regional level. The mayors of municipalities inform the population about the condition of environment pursuant to the legal requirements, develop and control, together with other authorities, plans for elimination of consequences from emergency and volley pollutions within the territory of the municipality, organize waste management within the territory of municipality, control the construction, maintenance and appropriate exploitation of waste water treatment plants in urban territories, organize and control cleanliness, maintenance, protection and expansion of green systems in settlements and in the adjacent territories, as well as the protection of biodiversity, landscape and natural and cultural heritage therein, exercise their power under the special laws in the field of environment, etc. District governors ensure the implementation of state policy for environment protection within the territory of the district, coordinate the work of executive power bodies and their administrations within the territory of the district in relation to the implementation of state environment protection policy, and coordinate the activities for implementation of environment protection policy among the municipalities within the district. The Ministry of Environment and Water controls the environment components and the factors affecting them. At national level such control is implemented by the Minister of Environment and Water, or

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by any persons, authorized by him, and at regional level – by the RIEW directors, the basin directorates’ directors, the national park’s directors, the district governors and by the mayors of municipalities, or officials authorized thereby.

The establishment, functioning, technical facilities and information programming supply of the national automated system for environmental monitoring, and the methodical management of monitoring operations, excluding the national system for monitoring of noise in urban territories, are carried out by Executive Environment Agency. The assessments for the condition of the environment are carried out at national and regional level by the Executive Environment Agency and the Regional Inspectorate of Environment and Water, respectively.

The Regulation of Water Supply and Sewerage Services Act (RWSSSA)

The Regulation of Water Supply and Sewerage Services Act (RWSSSA) settles the regulation of prices, the accessibility and quality of water supply and sewerage services provided by the WSSC. The regulation of the water supply and sewerage services – quality, prices, control, etc., is done by the SEWRC. Several regulations have been issued setting provisions for the development of business plans of water supply and sewerage companies, the quality of water supply and sewerage, etc. In 2009, a change was introduced in the Act, according to which the SEWRC regulates the prices, at which WSSC and other companies supply water (from their own water installations or from ones, which have been granted to them for exploitation) to water supply systems of other water supply and sewerage operators.

Other relevant acts that concern the water sector include: the Spatial Planning Act, Waste Management Act, Biological Diversity Act and the respective sub-delegated legislation for their implementation.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 8 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali APPENDIX 1-3 REGULATORY FRAMEWORK IN THE EUROPEAN COMMUNITY

The Water Framework Directive 2000/60/EC establishes a legal framework to protect and restore clean water across Europe and ensure its long-term, sustainable use. (Its official title is Directive 2000/60/EC of the European Parliament and of the Council of 23 October 2000 establishing a framework for Community action in the field of water policy).

The directive establishes an innovative approach for water management based on river basins, the natural geographical and hydrological units and sets specific deadlines for Member States to protect aquatic ecosystems. The directive addresses inland surface waters, transitional waters, coastal waters and groundwater. It establishes several innovative principles for water management, including public participation in planning and the integration of economic approaches, including the recovery of the cost of water services.

The Directive has been transposed into the Water Act, Ordinance № 13/2007 on characteristics of surface waters, Ordinance №1/2007 on exploration, use and protection of groundwater and Order № RD-321/07.05.2007 of the Minister of Environment and Waters on establishing the priority substances in the field of water policy (issued as required in Art. 118, paragraph 1 and Art. 151, paragraph 2, item. 2 of the Water Act).

Directive 91/271/EEC on urban waste-water treatment has the objective to protect the environment from the adverse effects of urban waste water discharges and discharges from certain industrial sectors and concerns the collection, treatment and discharge of : domestic waste water, mixture of waste water, waste water from certain industrial sectors. The Directive lays down four main principles: planning, regulation, monitoring, information and reporting.

The Directive has been transposed into the Water Act, Ordinance № 6/2000 on the standards for admissible contents of dangerous and harmful substances in the waste water discharged in the water bodies, Ordinance № 7/2000 on the Terms and Procedure for Discharge of Industrial Waste Waters into Settlement Sewer Systems, Ordinance № 10/2001 on Issuing Permits for Waste Water Discharge into Water Bodies and Setting Individual Emission Limit Values for Point Sources of Pollution, Ordinance on the order and the way of sludge use from waste water treatment plant through its use in the agriculture (Council of Ministers Decree № 339/2004) and Order № RD-970/2003 of the Minister of Environment and Waters concerning determination of sensitive areas in water bodies (issued as provided for in Art. 12 of Ordinance № 6/2000).

Directive 75/440/ ЕЕС concerning surface water used or intended for the abstraction of drinking water after appropriate treatment and supplied by public distribution networks. The Directive sets the minimum quality requirements to be met by surface fresh water: Parameters defining the physical, chemical and microbiological characteristics; limit values and guide values for these parameters; the minimum frequency of sampling and analysis; common non-mandatory reference methods for measuring the parameters.

The Directive was amended by Directive 79/869/EEC concerning the methods of measurement and frequencies of sampling and analysis of surface water intended for the abstraction of drinking water and Directive 91/692/EEC standardizing and rationalizing reports on the implementation of certain Directives related to the environment. It has

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been transposed into Ordinance № 12/2002 on the Quality Requirements for Surface Water Intended for Drinking Water Abstraction and Household Supply.

Directive 2006/118/ ЕС concerning the protection of groundwater from pollution and worsening was transposed by means of the Ordinance № 1 of 2007 on the exploration, use and protection of groundwater.

Directive 2006/7/ ЕС concerning the quality of bathing water has been transposed into Ordinance № 5/2008 on the quality of bathing water.

Directive 1975/ЕС concerning the bathing waters quality is transposed into Ordinance №14 of 1987 on health resorts’ resources, resorts sites and resorts, Ordinance № 8 of 2001 on the quality of coastal marine waters, Ordinance № 7 /8.08.1986 on the indicators and standards for determination of the surface waters quality, Ordinance № 11 on bathing waters quality.

Directive 98/83/ ЕС concerning the quality of water intended for human consumption , has been transposed into Ordinance № 9/ 2001 on the quality of water intended for human consumption.

Directive 2006/44/ ЕC on the quality of fresh waters needing protection or improvement in order to support fish life and Directive 2006/113/ ЕC on the quality required of shellfish waters have been transposed into Ordinance № 4/2000 on the quality of waters supporting fish and shellfish organisms' life.

Directive 91/676/ ЕЕС concerning the protection of waters against pollution caused by nitrates from agricultural sources has been transposed into Ordinance № 2/2007 on the Protection of Waters against Pollution Caused by Nitrates from Agricultural Sources.

Directive 80/68/ ЕЕС on the protection of groundwater against pollution caused by certain dangerous substances , amended by Directive 91/692/EEC and Directive 2006/118/EC on the protection of groundwater against pollution and deterioration has been transposed into the Water Act and Ordinance № 1/2007 on Exploration, Use and Protection of Groundwater, Ordinance № 2 of 2007 on protection of waters against pollution caused by nitrates from agricultural sources, Ordinance № 3 of 2000 for the terms and conditions for exploration, design, approval and exploitation of sanitary security areas around water sources and drinking water supply facilities, and around mineral water sources used for therapeutic, prophylaxis, drinking and hygiene purposes, Ordinance № 10 of 2001 on issuing permits for waste water discharge into water bodies and setting individual emission limit values for point sources of pollution.

Directive 2006/11/ ЕС on water pollution caused by certain dangerous substances discharged into the aquatic environment of the Community and seven daughter Directives have been transposed into Ordinance № 6/2000 on the Limit Values for Admissible Contents of Dangerous and Harmful Substances in the Waste Water Discharged in the Water Bodies and Ordinance №7/2000 on the Terms and Procedure for Discharge of Industrial Waste Waters into Sewer Systems, Ordinance № 8 of 2001 on the quality of coastal marine waters, Ordinance № 10 of 2001 on issuing permits for waste water discharge into water bodies and setting individual emission limit values for point sources of pollution.

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Directive 85/337/ ЕЕС on Environmental Impact Assessment , amended by Directive 97/11/ ЕС , amended by Directive 2003/35/ ЕС concerning the public participation in the preparation of certain plans and programmes with impact on the environment, has been transposed into the Environmental Protection Act and the Ordinance on the terms and conditions for performance of environmental impact assessments ( № 59/2003).

Directive 2004/35/ ЕC on environmental liability with regard to the prevention and remedying of environmental damages has been transposed into the Law on liability for prevention and elimination of environmental damages.

Directive 90/313/ ЕЕС repealed by Directive 2003/4/ ЕС on public access to environmental information has been transposed into the Environmental Protection Act and the Law on Access to Public Information and the Law on the liability for elimination and prevention of environmental damages.

Directive 2001/42/ ЕС on environmental impact assessment of certain plans and programmes has been transposed into the Environmental Protection Act and the Ordinance of the terms and conditions of performance of environmental assessment of plans and programmes ( № 139/2004).

Directive 80/777/EC on rapprochement of member states legislations concerning exploitation and selling of natural mineral waters and Directive 2003/40/EC on making list, concentration limits and requirements for show-cards about the natural mineral waters components and conditions for the use of ozone treated air on natural mineral and sources waters are transposed with Ordinance for requirements to mineral, sources and dinning waters intended for drinking water purposes.

Directive 2008/56/EC on EC action framework creation for the maritime environment policy (Framework Directive for maritime strategy) is transposed with Ordinance of environment protection in maritime waters/2010.

Directive 2007/60/EC on evaluation and management of flood’ risk is transposed with the Water Act and Regulations on activity, work organization and structure of basin directorates.

Directive 92/43/EEC on protection of natural habitations and wild flora and fauna is transposed with the Biological diversity Law, Ordinance №11/2009 for conditions and order to applying measure 214 “Agro ecological payments of the Program for development of rural areas 2007-2013, Ordinance №23/2010 on conditions and order to give a grant for measure 2.5 Fishing in internal water basins.

Directive 2009/90/EC on determination according Directive 2000/60 of technical specifications for chemical analysis and monitoring of water’s status – the transposing act will be presented in the Action plan of Ministers Council Directive 2008/105/EC on determination of standards for the environment’s quality in water policy is transposed with Ordinance on environment quality standards for substances and other polluters and Regulation on activity, work organization and structure of basin directorates /2011.

Directive 86/278/EEC on environment protection and especially of earth after using sludge from waste water treatment in agriculture is transposed in the Law of wastes management.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 11 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 2-1 PROJECT SCOPE

Table 1 – Project Area Settlements Population Settle Municipality District in the in the BD RIEW ments project area project area Ardino Kardzhali 52 12 8,824 EASBD Dzhebel Kardzhali 48 23 6,850 EASBD Haskovo Kirkovo Kardzhali 73 43 18,255 EASBD Haskovo Krumovgrad Kardzhali 80 41 15,203 EASBD Haskovo Kardzhali Kardzhali 118 70 63,879 EASBD Haskovo Momchilgrad Kardzhali 49 31 14,893 EASBD Haskovo Chernoochene Kardzhali 51 24 7,370 EASBD Haskovo

Total 471 244 135,274

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 12 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 2-2 ADMINISTRATIVE DATA

Table 1 – Territorial and Demographic Scope of the Project

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality DistrictCode 00864 Ahryansko village Ardino M02 Kardzhali D03 43 00607 Ardino town Ardino M02 Kardzhali D03 3493 00062 Avramovo village Ardino M02 Kardzhali D03 3 02991 Bashevo village Ardino M02 Kardzhali D03 131 04248 Bistrogled village Ardino M02 Kardzhali D03 37 07925 Bogatino village Ardino M02 Kardzhali D03 110 80176 Borovitsa village Ardino M02 Kardzhali D03 249 77116 Brezen village Ardino M02 Kardzhali D03 213 07747 village Ardino M02 Kardzhali D03 1646 80964 Chernigovo village Ardino M02 Kardzhali D03 68 81921 Chervena Skala village Ardino M02 Kardzhali D03 68 81596 Chubrika village Ardino M02 Kardzhali D03 189 24880 Dedino village Ardino M02 Kardzhali D03 57 22784 Dolno Prahovo village Ardino M02 Kardzhali D03 124 21806 Doyrantsi village Ardino M02 Kardzhali D03 2 24788 Dyadovtsi village Ardino M02 Kardzhali D03 90 27543 Enyovche village Ardino M02 Kardzhali D03 155 18321 Garbishte village Ardino M02 Kardzhali D03 163 18544 Glavnik village Ardino M02 Kardzhali D03 93 15607 Golobrad village Ardino M02 Kardzhali D03 134 16910 Gorno Prahovo village Ardino M02 Kardzhali D03 475 77487 Hromitsa village Ardino M02 Kardzhali D03 47 32946 Iskra village Ardino M02 Kardzhali D03 52 37085 Kitnitsa village Ardino M02 Kardzhali D03 88 39952 Kroyachevo village Ardino M02 Kardzhali D03 78 43164 Latinka village Ardino M02 Kardzhali D03 9 43270 Lenishte village Ardino M02 Kardzhali D03 83 44896 Levtsi village Ardino M02 Kardzhali D03 44 44584 Lyubino village Ardino M02 Kardzhali D03 24 46156 Mak village Ardino M02 Kardzhali D03 1 48756 Mlechino village Ardino M02 Kardzhali D03 313 49401 Mussevo village Ardino M02 Kardzhali D03 49 55124 Padina village Ardino M02 Kardzhali D03 982 55525 Paspal village Ardino M02 Kardzhali D03 27 55912 Pesnopoy village Ardino M02 Kardzhali D03 12 58013 Pravdolyub village Ardino M02 Kardzhali D03 178 54260 Ribartsi village Ardino M02 Kardzhali D03 29 62894 Rodopsko village Ardino M02 Kardzhali D03 41 63402 Rusalsko village Ardino M02 Kardzhali D03 48 70771 Sedlartsi village Ardino M02 Kardzhali D03 94 66562 Sinchets village Ardino M02 Kardzhali D03 58 68240 Spoluka village Ardino M02 Kardzhali D03 22 68597 Sransko village Ardino M02 Kardzhali D03 77 69122 Star Chitak village Ardino M02 Kardzhali D03 19 69518 Stoyanovo village Ardino M02 Kardzhali D03 24 70319 Suhovo village Ardino M02 Kardzhali D03 103 65646 village Ardino M02 Kardzhali D03 168 73897 Tarna village Ardino M02 Kardzhali D03 39 73732 Tarnoslivka village Ardino M02 Kardzhali D03 123 47809 Temenuga village Ardino M02 Kardzhali D03 15

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 13 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 87059 Yabalkovets village Ardino M02 Kardzhali D03 200 29605 Zhaltusha village Ardino M02 Kardzhali D03 982 02261 Bakalite village Chernoochene M94 Kardzhali D03 91 07472 Barza Reka village Chernoochene M94 Kardzhali D03 50 03132 Bedrovo village Chernoochene M94 Kardzhali D03 0 03410 Beli Vir village Chernoochene M94 Kardzhali D03 382 03986 Besnurka village Chernoochene M94 Kardzhali D03 0 03188 Bezvodno village Chernoochene M94 Kardzhali D03 84 05640 Borovsko village Chernoochene M94 Kardzhali D03 12 05712 Bosilitsa village Chernoochene M94 Kardzhali D03 15 05791 Bostantsi village Chernoochene M94 Kardzhali D03 86 05089 Bozhurtsi village Chernoochene M94 Kardzhali D03 248 80830 Cherna Niva village Chernoochene M94 Kardzhali D03 131 81236 Chernoochene village Chernoochene M94 Kardzhali D03 316 20167 Daskalovo village Chernoochene M94 Kardzhali D03 361 23114 Draganovo village Chernoochene M94 Kardzhali D03 172 24219 Dushka village Chernoochene M94 Kardzhali D03 6 24774 Dyadovsko village Chernoochene M94 Kardzhali D03 392 14221 village Chernoochene M94 Kardzhali D03 658 35047 Kableshkovo village Chernoochene M94 Kardzhali D03 204 36066 Kanyak village Chernoochene M94 Kardzhali D03 204 38176 Komuniga village Chernoochene M94 Kardzhali D03 1184 38491 Kopitnik village Chernoochene M94 Kardzhali D03 4 40796 Kutsovo village Chernoochene M94 Kardzhali D03 6 44820 Lyaskovo village Chernoochene M94 Kardzhali D03 657 48307 Minzuhar village Chernoochene M94 Kardzhali D03 480 49326 Murga village Chernoochene M94 Kardzhali D03 38 51192 Nebeska village Chernoochene M94 Kardzhali D03 17 52372 Nochevo village Chernoochene M94 Kardzhali D03 88 51994 Novi Pazar village Chernoochene M94 Kardzhali D03 282 52153 New settlement village Chernoochene M94 Kardzhali D03 89 55395 Panichkovo village Chernoochene M94 Kardzhali D03 384 55568 Patitsa village Chernoochene M94 Kardzhali D03 170 58829 Pchelarovo village Chernoochene M94 Kardzhali D03 142 55960 Petelovo village Chernoochene M94 Kardzhali D03 273 58731 Pryaporets village Chernoochene M94 Kardzhali D03 212 63392 Rusalina village Chernoochene M94 Kardzhali D03 6 67893 Sokolite village Chernoochene M94 Kardzhali D03 60 68415 Srednevo village Chernoochene M94 Kardzhali D03 193 68566 Sredska village Chernoochene M94 Kardzhali D03 18 69657 village Chernoochene M94 Kardzhali D03 157 65841 Svobodino village Chernoochene M94 Kardzhali D03 175 12423 Vazel village Chernoochene M94 Kardzhali D03 74 10700 village Chernoochene M94 Kardzhali D03 46 11613 Vodach village Chernoochene M94 Kardzhali D03 311 11987 Voynovo village Chernoochene M94 Kardzhali D03 12 11805 Vodzhovo village Chernoochene M94 Kardzhali D03 87 87103 Yabalcheni village Chernoochene M94 Kardzhali D03 157 87165 Yavorovo village Chernoochene M94 Kardzhali D03 160 34117 Yonchovo village Chernoochene M94 Kardzhali D03 148 29132 Zheleznik village Chernoochene M94 Kardzhali D03 249 29252 Zhenda village Chernoochene M94 Kardzhali D03 68 29461 Zhitnitsa village Chernoochene M94 Kardzhali D03 248 00206 Albantsi village Dzhebel M20 Kardzhali D03 4 07939 Brezhana village Dzhebel M20 Kardzhali D03 12

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 14 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 80128 Chakaltsi village Dzhebel M20 Kardzhali D03 63 81935 Chereshka village Dzhebel M20 Kardzhali D03 19 21525 Dobrintsi village Dzhebel M20 Kardzhali D03 133 24195 Dushinkovo village Dzhebel M20 Kardzhali D03 104 20746 Dzhebel town Dzhebel M20 Kardzhali D03 3093 General 14647 village Dzhebel M20 Kardzhali D03 218 Geshevo 32634 Ilyisko village Dzhebel M20 Kardzhali D03 141 35972 Kamenyane village Dzhebel M20 Kardzhali D03 2 35184 Kazatsite village Dzhebel M20 Kardzhali D03 46 38371 Kontil village Dzhebel M20 Kardzhali D03 27 37736 Kozitsa village Dzhebel M20 Kardzhali D03 143 40676 Kuptsite village Dzhebel M20 Kardzhali D03 37 43178 Lebed village Dzhebel M20 Kardzhali D03 35 48622 Mishevsko village Dzhebel M20 Kardzhali D03 323 68151 Modren village Dzhebel M20 Kardzhali D03 0 49268 Mrezhichko village Dzhebel M20 Kardzhali D03 105 53271 Ochevo village Dzhebel M20 Kardzhali D03 53 55436 Paprat village Dzhebel M20 Kardzhali D03 143 56589 Plazishte village Dzhebel M20 Kardzhali D03 173 56976 Podvrah village Dzhebel M20 Kardzhali D03 104 57412 Polyanets village Dzhebel M20 Kardzhali D03 126 57947 Potoche village Dzhebel M20 Kardzhali D03 15 58387 Pripek village Dzhebel M20 Kardzhali D03 907 63611 Rat village Dzhebel M20 Kardzhali D03 21 62654 Ridino village Dzhebel M20 Kardzhali D03 317 62801 Rogozari village Dzhebel M20 Kardzhali D03 76 62846 Rogozche village Dzhebel M20 Kardzhali D03 103 63714 Rozhdensko village Dzhebel M20 Kardzhali D03 13 84019 Shterna village Dzhebel M20 Kardzhali D03 44 70809 Sipets village Dzhebel M20 Kardzhali D03 69 66723 Skalina village Dzhebel M20 Kardzhali D03 56 67502 Slanchogled village Dzhebel M20 Kardzhali D03 211 68120 Sofyitsi village Dzhebel M20 Kardzhali D03 110 73715 Tarnovtsi village Dzhebel M20 Kardzhali D03 50 72211 Telcharka village Dzhebel M20 Kardzhali D03 84 78642 Tsarkvitsa village Dzhebel M20 Kardzhali D03 60 78313 Tsvyatovo village Dzhebel M20 Kardzhali D03 3 73804 Tyutyunche village Dzhebel M20 Kardzhali D03 103 75201 Ustren village Dzhebel M20 Kardzhali D03 230 12468 Valkovich village Dzhebel M20 Kardzhali D03 139 10389 Velikdenche village Dzhebel M20 Kardzhali D03 102 11689 Vodenicharsko village Dzhebel M20 Kardzhali D03 114 87388 Yamino village Dzhebel M20 Kardzhali D03 91 29564 Zhalti Rid village Dzhebel M20 Kardzhali D03 10 29619 Zhaltika village Dzhebel M20 Kardzhali D03 43 29180 Zheladovo village Dzhebel M20 Kardzhali D03 92 00148 Ayrovo village Kardzhali M40 Kardzhali D03 617 02124 Bagra village Kardzhali M40 Kardzhali D03 66 03006 Bashtino village Kardzhali M40 Kardzhali D03 238 03499 village Kardzhali M40 Kardzhali D03 367 04409 Blenika village Kardzhali M40 Kardzhali D03 190 05325 Bolyarsti village Kardzhali M40 Kardzhali D03 118 05205 village Kardzhali M40 Kardzhali D03 348 04902 Bozhar village Kardzhali M40 Kardzhali D03 37

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 15 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 06567 Brosh village Kardzhali M40 Kardzhali D03 170 07658 Byala Polyana village Kardzhali M40 Kardzhali D03 110 07764 Byalka village Kardzhali M40 Kardzhali D03 28 80248 Chegantsi village Kardzhali M40 Kardzhali D03 19 80594 Chereshitsa village Kardzhali M40 Kardzhali D03 276 80844 Cherna Skala village Kardzhali M40 Kardzhali D03 126 81267 Chernyovtsi village Kardzhali M40 Kardzhali D03 91 81462 Chiflik village Kardzhali M40 Kardzhali D03 371 81362 Chilik village Kardzhali M40 Kardzhali D03 208 24596 Dangovo village Kardzhali M40 Kardzhali D03 18 24445 Dazhdino village Kardzhali M40 Kardzhali D03 346 24462 Dazhdovnitsa village Kardzhali M40 Kardzhali D03 136 21511 Dobrinovo village Kardzhali M40 Kardzhali D03 11 21991 village Kardzhali M40 Kardzhali D03 77 22134 Dolna Krepost village Kardzhali M40 Kardzhali D03 148 27512 Enchets village Kardzhali M40 Kardzhali D03 341 18410 Gaskovo village Kardzhali M40 Kardzhali D03 102 15000 Glavatartsi village Kardzhali M40 Kardzhali D03 11 15216 village Kardzhali M40 Kardzhali D03 922 15268 Gnyazdovo village Kardzhali M40 Kardzhali D03 54 15641 Golyama Bara village Kardzhali M40 Kardzhali D03 52 16267 village Kardzhali M40 Kardzhali D03 241 77339 Hodzhovtsi village Kardzhali M40 Kardzhali D03 29 32679 Ilinitsa village Kardzhali M40 Kardzhali D03 29 32161 Ivantsi village Kardzhali M40 Kardzhali D03 146 35403 Kalinka village Kardzhali M40 Kardzhali D03 180 35540 Kaloyantsi village Kardzhali M40 Kardzhali D03 347 35732 Kamenartsi village Kardzhali M40 Kardzhali D03 27 40909 Kardzhali town Kardzhali M40 Kardzhali D03 43880 37438 Kobilyane village Kardzhali M40 Kardzhali D03 278 37928 village Kardzhali M40 Kardzhali D03 106 37962 Kokoshane village Kardzhali M40 Kardzhali D03 26 38282 Konevo village Kardzhali M40 Kardzhali D03 259 38981 Kostino village Kardzhali M40 Kardzhali D03 256 39342 Kraino Selo village Kardzhali M40 Kardzhali D03 169 39894 village Kardzhali M40 Kardzhali D03 127 40169 Krushevska village Kardzhali M40 Kardzhali D03 129 40186 Krushka village Kardzhali M40 Kardzhali D03 29 41085 Kyosevo village Kardzhali M40 Kardzhali D03 141 44361 Lavovo village Kardzhali M40 Kardzhali D03 5 43856 Lisitsite village Kardzhali M40 Kardzhali D03 33 44700 Lyulyakovo village Kardzhali M40 Kardzhali D03 305 49521 Madrets village Kardzhali M40 Kardzhali D03 125 46214 Makedontsi village Kardzhali M40 Kardzhali D03 124 47342 Martino village Kardzhali M40 Kardzhali D03 8 46139 Maystorovo village Kardzhali M40 Kardzhali D03 1 48074 village Kardzhali M40 Kardzhali D03 457 49120 Most village Kardzhali M40 Kardzhali D03 697 49343 village Kardzhali M40 Kardzhali D03 301 51442 Nenkovo village Kardzhali M40 Kardzhali D03 129 35136 Nevestino village Kardzhali M40 Kardzhali D03 116 54479 Ohlyuvets village Kardzhali M40 Kardzhali D03 222 53638 Opalchensko village Kardzhali M40 Kardzhali D03 937 53816 Oreshnitsa village Kardzhali M40 Kardzhali D03 168 54403 Ostrovitsa village Kardzhali M40 Kardzhali D03 285

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 16 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 58997 Padartsi village Kardzhali M40 Kardzhali D03 78 55422 Panchevo village Kardzhali M40 Kardzhali D03 236 55823 Penyovo village Kardzhali M40 Kardzhali D03 177 55840 Pepelishte village Kardzhali M40 Kardzhali D03 270 55885 village Kardzhali M40 Kardzhali D03 706 56054 Petlino village Kardzhali M40 Kardzhali D03 298 56928 Povet village Kardzhali M40 Kardzhali D03 101 58342 Prileptsi village Kardzhali M40 Kardzhali D03 317 58623 village Kardzhali M40 Kardzhali D03 101 62195 Rani List village Kardzhali M40 Kardzhali D03 714 62445 Rezbartsi village Kardzhali M40 Kardzhali D03 696 62668 Ridovo village Kardzhali M40 Kardzhali D03 15 63170 Rudina village Kardzhali M40 Kardzhali D03 173 65975 Sedlovina village Kardzhali M40 Kardzhali D03 295 66336 village Kardzhali M40 Kardzhali D03 96 65890 village Kardzhali M40 Kardzhali D03 44 83315 village Kardzhali M40 Kardzhali D03 756 66603 Sipey village Kardzhali M40 Kardzhali D03 444 66740 Skalishte village Kardzhali M40 Kardzhali D03 266 66754 Skalna Glava village Kardzhali M40 Kardzhali D03 128 66929 Skarbino village Kardzhali M40 Kardzhali D03 118 67742 Snezhinka village Kardzhali M40 Kardzhali D03 15 67979 Sokolsko village Kardzhali M40 Kardzhali D03 6 67982 Sokolyane village Kardzhali M40 Kardzhali D03 266 68014 Solishte village Kardzhali M40 Kardzhali D03 279 68336 Sredinka village Kardzhali M40 Kardzhali D03 218 68984 Staro Myasto village Kardzhali M40 Kardzhali D03 5 69715 Strahil Voyvoda village Kardzhali M40 Kardzhali D03 104 69612 Strazhevtsi village Kardzhali M40 Kardzhali D03 43 69849 Stremovo village Kardzhali M40 Kardzhali D03 192 69852 Stremtsi village Kardzhali M40 Kardzhali D03 603 65512 Svatbare village Kardzhali M40 Kardzhali D03 60 72120 village Kardzhali M40 Kardzhali D03 58 72802 Topolchane village Kardzhali M40 Kardzhali D03 5 73136 Tri Mogili village Kardzhali M40 Kardzhali D03 315 78149 Tsarevets village Kardzhali M40 Kardzhali D03 223 12694 Varbentsi village Kardzhali M40 Kardzhali D03 59 10358 Veleshani village Kardzhali M40 Kardzhali D03 130 11346 Vishegrad village Kardzhali M40 Kardzhali D03 372 11226 village Kardzhali M40 Kardzhali D03 2 11243 Visoka Polyana village Kardzhali M40 Kardzhali D03 274 12053 Volovartsi village Kardzhali M40 Kardzhali D03 62 87494 Yarebina village Kardzhali M40 Kardzhali D03 7 87672 Yastreb village Kardzhali M40 Kardzhali D03 354 30260 Zaychino village Kardzhali M40 Kardzhali D03 32 30747 Zelenikovo village Kardzhali M40 Kardzhali D03 322 29407 Zhinzifovo village Kardzhali M40 Kardzhali D03 367 29413 Zhitarnik village Kardzhali M40 Kardzhali D03 3 30867 village Kardzhali M40 Kardzhali D03 110 31348 Zornitsa village Kardzhali M40 Kardzhali D03 0 30586 Zvanche village Kardzhali M40 Kardzhali D03 40 30569 Zvanika village Kardzhali M40 Kardzhali D03 0 30466 village Kardzhali M40 Kardzhali D03 392 30475 village Kardzhali M40 Kardzhali D03 130 30524 Zvinitsa village Kardzhali M40 Kardzhali D03 473

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 17 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 00905 village Kirkovo M35 Kardzhali D03 113 07483 Barzeya village Kirkovo M35 Kardzhali D03 0 03825 Benkovski village Kirkovo M35 Kardzhali D03 2121 07942 village Kirkovo M35 Kardzhali D03 82 80090 Chakalarovo village Kirkovo M35 Kardzhali D03 1355 80065 Chavka village Kirkovo M35 Kardzhali D03 20 81493 Chichevo village Kirkovo M35 Kardzhali D03 42 81565 Chorbadzhyisko village Kirkovo M35 Kardzhali D03 1964 20496 Dedets village Kirkovo M35 Kardzhali D03 55 20554 Delvino village Kirkovo M35 Kardzhali D03 185 21631 Dobromirtsi village Kirkovo M35 Kardzhali D03 359 22678 Dolno Kapinovo village Kirkovo M35 Kardzhali D03 326 22928 Domishte village Kirkovo M35 Kardzhali D03 401 23577 village Kirkovo M35 Kardzhali D03 1104 23803 Druzhintsi village Kirkovo M35 Kardzhali D03 332 23892 Dryanova Glava village Kirkovo M35 Kardzhali D03 58 24743 Dyulitsa village Kirkovo M35 Kardzhali D03 273 20777 Dzherovo village Kirkovo M35 Kardzhali D03 335 27591 Erovete village Kirkovo M35 Kardzhali D03 101 76159 village Kirkovo M35 Kardzhali D03 850 16821 Gorno Kapinovo village Kirkovo M35 Kardzhali D03 294 18558 Gorno Kirkovo village Kirkovo M35 Kardzhali D03 521 17138 Gorski Izvor village Kirkovo M35 Kardzhali D03 670 17871 Grivyak village Kirkovo M35 Kardzhali D03 140 77092 Hadzhyisko village Kirkovo M35 Kardzhali D03 304 40988 Karchovsko village Kirkovo M35 Kardzhali D03 178 36748 Kayaloba village Kirkovo M35 Kardzhali D03 210 36926 Kirkovo village Kirkovo M35 Kardzhali D03 724 37071 Kitna village Kirkovo M35 Kardzhali D03 214 39013 Kosturino village Kirkovo M35 Kardzhali D03 19 37767 village Kirkovo M35 Kardzhali D03 38 39445 Kran village Kirkovo M35 Kardzhali D03 268 41174 Kremen village Kirkovo M35 Kardzhali D03 102 39877 Krilatitsa village Kirkovo M35 Kardzhali D03 173 40511 Kukuryak village Kirkovo M35 Kardzhali D03 214 44080 Lozengradtsi village Kirkovo M35 Kardzhali D03 224 49480 Maglene village Kirkovo M35 Kardzhali D03 59 46680 Malkoch village Kirkovo M35 Kardzhali D03 299 47531 Medevtsi village Kirkovo M35 Kardzhali D03 47 47888 Metlichina village Kirkovo M35 Kardzhali D03 162 47891 Metlichka village Kirkovo M35 Kardzhali D03 30 48845 Mogilyane village Kirkovo M35 Kardzhali D03 275 51086 Nane village Kirkovo M35 Kardzhali D03 0 53878 Orlitsa village Kirkovo M35 Kardzhali D03 212 54393 Ostrovets village Kirkovo M35 Kardzhali D03 342 59054 Parventsi village Kirkovo M35 Kardzhali D03 24 59063 Parvitsa village Kirkovo M35 Kardzhali D03 353 56808 Plovka village Kirkovo M35 Kardzhali D03 83 57039 village Kirkovo M35 Kardzhali D03 357 58178 Preseka village Kirkovo M35 Kardzhali D03 335 62236 Rastnik village Kirkovo M35 Kardzhali D03 114 65214 Samodiva village Kirkovo M35 Kardzhali D03 284 65228 Samokitka village Kirkovo M35 Kardzhali D03 90 66024 Sekirka village Kirkovo M35 Kardzhali D03 31 83226 Shipot village Kirkovo M35 Kardzhali D03 9

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 18 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 83449 Shoptsi village Kirkovo M35 Kardzhali D03 391 83538 Shumnatitsa village Kirkovo M35 Kardzhali D03 474 68577 Sredsko village Kirkovo M35 Kardzhali D03 128 68895 Stareyshino village Kirkovo M35 Kardzhali D03 86 68953 Starovo village Kirkovo M35 Kardzhali D03 312 69482 Stomantsi village Kirkovo M35 Kardzhali D03 229 69866 Strizhba village Kirkovo M35 Kardzhali D03 152 35016 village Kirkovo M35 Kardzhali D03 23 72463 village Kirkovo M35 Kardzhali D03 1335 78183 Tsarino village Kirkovo M35 Kardzhali D03 1 13055 Valchanka village Kirkovo M35 Kardzhali D03 155 00120 Varben village Kirkovo M35 Kardzhali D03 500 12886 Varli Dol village Kirkovo M35 Kardzhali D03 5 87309 Yakovitsa village Kirkovo M35 Kardzhali D03 67 87415 Yanino village Kirkovo M35 Kardzhali D03 33 30140 village Kirkovo M35 Kardzhali D03 43 30106 Zavoya village Kirkovo M35 Kardzhali D03 351 30675 Zdravchets village Kirkovo M35 Kardzhali D03 156 00093 Avren village Krumovgrad M37 Kardzhali D03 385 02141 Bagriltsi village Krumovgrad M37 Kardzhali D03 87 02751 Baratsi village Krumovgrad M37 Kardzhali D03 199 04306 Blagun village Krumovgrad M37 Kardzhali D03 37 05181 Boynik village Krumovgrad M37 Kardzhali D03 0 06728 Bryagovets village Krumovgrad M37 Kardzhali D03 143 06906 Buk village Krumovgrad M37 Kardzhali D03 279 80145 Chal village Krumovgrad M37 Kardzhali D03 46 81027 Chenichevo village Krumovgrad M37 Kardzhali D03 346 81205 Chernooki village Krumovgrad M37 Kardzhali D03 68 24459 Dazhdovnik village Krumovgrad M37 Kardzhali D03 61 20393 Devesilitsa village Krumovgrad M37 Kardzhali D03 81 20403 Devesilovo village Krumovgrad M37 Kardzhali D03 267 21302 Doborsko village Krumovgrad M37 Kardzhali D03 39 22157 Dolna Kula village Krumovgrad M37 Kardzhali D03 131 22544 Dolni Yurutsi village Krumovgrad M37 Kardzhali D03 29 20732 Dzhanka village Krumovgrad M37 Kardzhali D03 111 27680 Edrino village Krumovgrad M37 Kardzhali D03 278 27036 Egrek village Krumovgrad M37 Kardzhali D03 615 15727 Golyam Devesil village Krumovgrad M37 Kardzhali D03 148 15713 Golyama Chinka village Krumovgrad M37 Kardzhali D03 213 Golyamo 15878 village Krumovgrad M37 Kardzhali D03 190 Kamenyane 16287 Groan Kula village Krumovgrad M37 Kardzhali D03 327 16660 Gorni Yurutsi village Krumovgrad M37 Kardzhali D03 77 17868 Grivka village Krumovgrad M37 Kardzhali D03 77 18085 Guliya village Krumovgrad M37 Kardzhali D03 65 18071 Gulyika village Krumovgrad M37 Kardzhali D03 126 77267 Hisar village Krumovgrad M37 Kardzhali D03 13 77428 Hrastovo village Krumovgrad M37 Kardzhali D03 55 36717 Kachulka village Krumovgrad M37 Kardzhali D03 30 40823 Kaklitsa village Krumovgrad M37 Kardzhali D03 90 35269 Kalaydzhievo village Krumovgrad M37 Kardzhali D03 8 35849 Kamenka village Krumovgrad M37 Kardzhali D03 50 36021 Kandilka village Krumovgrad M37 Kardzhali D03 165 39058 Kotlari village Krumovgrad M37 Kardzhali D03 70 37558 Kovil village Krumovgrad M37 Kardzhali D03 54

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 19 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 37622 Kozhuhartsi village Krumovgrad M37 Kardzhali D03 4 39565 Krasino village Krumovgrad M37 Kardzhali D03 67 39970 Krumovgrad town Krumovgrad M37 Kardzhali D03 5070 43596 Leshtarka village Krumovgrad M37 Kardzhali D03 202 43726 Limets village Krumovgrad M37 Kardzhali D03 57 44344 Lulichka village Krumovgrad M37 Kardzhali D03 226 46872 Malak Devesil village Krumovgrad M37 Kardzhali D03 357 46471 Malka Chinka village Krumovgrad M37 Kardzhali D03 77 Malko 46601 village Krumovgrad M37 Kardzhali D03 48 Kamenyane 47860 Metlika village Krumovgrad M37 Kardzhali D03 121 49103 Moryantsi village Krumovgrad M37 Kardzhali D03 117 54821 Oreh village Krumovgrad M37 Kardzhali D03 327 53713 Oreshari village Krumovgrad M37 Kardzhali D03 0 53206 Ovchari village Krumovgrad M37 Kardzhali D03 142 55097 Padalo village Krumovgrad M37 Kardzhali D03 20 55614 Pashintsi village Krumovgrad M37 Kardzhali D03 463 55751 village Krumovgrad M37 Kardzhali D03 504 55899 Perunika village Krumovgrad M37 Kardzhali D03 40 57062 Podrumche village Krumovgrad M37 Kardzhali D03 388 Polkovnik 57248 village Krumovgrad M37 Kardzhali D03 601 Zhelyazovo 57933 Potocharka village Krumovgrad M37 Kardzhali D03 137 57950 Potochnitsa village Krumovgrad M37 Kardzhali D03 258 62178 Ralichevo village Krumovgrad M37 Kardzhali D03 100 62617 Ribino village Krumovgrad M37 Kardzhali D03 69 62774 Rogach village Krumovgrad M37 Kardzhali D03 291 63505 Ruchey village Krumovgrad M37 Kardzhali D03 39 65190 Samovila village Krumovgrad M37 Kardzhali D03 72 70559 Sarnak village Krumovgrad M37 Kardzhali D03 131 65454 Sbor village Krumovgrad M37 Kardzhali D03 0 66545 Siniger village Krumovgrad M37 Kardzhali D03 43 66716 Skalak village Krumovgrad M37 Kardzhali D03 41 67132 Sladkodum village Krumovgrad M37 Kardzhali D03 2 67297 Slivarka village Krumovgrad M37 Kardzhali D03 334 68936 Stari Chal village Krumovgrad M37 Kardzhali D03 49 69688 Strandzhevo village Krumovgrad M37 Kardzhali D03 587 81743 Strazhets village Krumovgrad M37 Kardzhali D03 8 Studen 70104 village Krumovgrad M37 Kardzhali D03 122 Kladenets 72429 Tintyava village Krumovgrad M37 Kardzhali D03 27 72610 Tokachka village Krumovgrad M37 Kardzhali D03 265 72730 Topolka village Krumovgrad M37 Kardzhali D03 66 12190 Vransko village Krumovgrad M37 Kardzhali D03 683 30911 Zimornitsa village Krumovgrad M37 Kardzhali D03 27 31142 Zlatolist village Krumovgrad M37 Kardzhali D03 92 30538 Zvanarka village Krumovgrad M37 Kardzhali D03 589 00828 village Momchilgrad M50 Kardzhali D03 206 02155 Bagryanka village Momchilgrad M50 Kardzhali D03 318 02292 Balabanovo village Momchilgrad M50 Kardzhali D03 110 04008 Bivolyane village Momchilgrad M50 Kardzhali D03 180 80087 Chayka village Momchilgrad M50 Kardzhali D03 230 81517 Chobnka village Momchilgrad M50 Kardzhali D03 267 81548 Chomakovo village Momchilgrad M50 Kardzhali D03 42 81734 Chukovo village Momchilgrad M50 Kardzhali D03 191 24966 Devintsi village Momchilgrad M50 Kardzhali D03 129

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 20 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Population as of Type of UCATTU Settlement Municipality District 2011 Settlement Code (Census) Municipality District Code 23830 Drumche village Momchilgrad M50 Kardzhali D03 24 20755 Dzhelepsko village Momchilgrad M50 Kardzhali D03 213 17186 Gorsko Dyulevo village Momchilgrad M50 Kardzhali D03 83 17988 village Momchilgrad M50 Kardzhali D03 715 18126 Gurgulitsa village Momchilgrad M50 Kardzhali D03 44 03258 Kamenets village Momchilgrad M50 Kardzhali D03 34 36350 Karamfil village Momchilgrad M50 Kardzhali D03 301 38409 Konche village Momchilgrad M50 Kardzhali D03 246 38697 village Momchilgrad M50 Kardzhali D03 104 80131 Kremenets village Momchilgrad M50 Kardzhali D03 40 43102 Lale village Momchilgrad M50 Kardzhali D03 250 43493 Letovnik village Momchilgrad M50 Kardzhali D03 42 47144 Manchvo village Momchilgrad M50 Kardzhali D03 1 48996 Momchilgrad town Momchilgrad M50 Kardzhali D03 7831 48917 Momina Salza village Momchilgrad M50 Kardzhali D03 26 51097 village Momchilgrad M50 Kardzhali D03 478 51473 Neofit Bozvelievo village Momchilgrad M50 Kardzhali D03 334 53076 Obichnik village Momchilgrad M50 Kardzhali D03 19 55169 Pazartsi village Momchilgrad M50 Kardzhali D03 171 56575 Piyavets village Momchilgrad M50 Kardzhali D03 70 56767 Pleshintsi village Momchilgrad M50 Kardzhali D03 35 57892 Postnik village Momchilgrad M50 Kardzhali D03 231 59361 Progress village Momchilgrad M50 Kardzhali D03 312 58757 Prichar village Momchilgrad M50 Kardzhali D03 255 62147 Ralitsa village Momchilgrad M50 Kardzhali D03 49 61063 Raven village Momchilgrad M50 Kardzhali D03 343 65098 Sadovitsa village Momchilgrad M50 Kardzhali D03 37 65944 Sedefche village Momchilgrad M50 Kardzhali D03 173 65961 Sedlari village Momchilgrad M50 Kardzhali D03 192 70785 Sentse village Momchilgrad M50 Kardzhali D03 36 66500 Sindeltsi village Momchilgrad M50 Kardzhali D03 311 67882 Sokolino village Momchilgrad M50 Kardzhali D03 455 65797 Svoboda village Momchilgrad M50 Kardzhali D03 114 70706 Syartsi village Momchilgrad M50 Kardzhali D03 0 72134 Tatul village Momchilgrad M50 Kardzhali D03 97 86030 Varhari village Momchilgrad M50 Kardzhali D03 140 12293 Vrelo village Momchilgrad M50 Kardzhali D03 144 86060 Yunatsi village Momchilgrad M50 Kardzhali D03 0 30154 Zagorsko village Momchilgrad M50 Kardzhali D03 149 30452 village Momchilgrad M50 Kardzhali D03 491

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 21 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 2-3 MAPS OF GROUNDWATER BODIES

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 22 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

MAP OF GROUNDWATER BODIES BG3G00000Pt046: “FISSURE WATER – CENTRAL RHODOPE MASIFF” AND BG3G00000Pt042 “KARST WATER – ARDINO- BASIN”

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 23 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

MAP OF GROUNDWATER BODIES BG3G00000Pg028: “FISSURE WATER – EASTERN RHODOPE COMPLEX” AND BG3G00000PtPg2023 “FISSURE WATER – KRUMOVGRAD- KIRKOVO ZONE”

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 24 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

MAP OF GROUNDWATER BODY BG3G00000Q10:”QUATERNARY PORE WATER – RIVER”

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 25 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 2-4 DRINKING WATER MONITORING FOR THE YEAR 2012

The table below presents data concerning the monitoring conducted in the period 2008-2012.

2010 № Parameter Unit 2008 2011 2012 2009 /9m./

Drinking water quality ( sum of drinking 1. number 5,600 7,289 6,385 10,119 7,337 water and gravity drinking water) Compliant with the regulatory Incl. 5,545 7,320 requirements 7,251 6345 10,093 Incompliant with the regulatory 55 17 requirements 38 40 26 Annual percentage level of compliance 99.02 99.77 achieved for all indicators 99.48 99.37 99.74 Total number of samples for physico- 1.1. number 6,206 chemical and radiological indicators Number of samples compliant with the 1.2. number 6,205 regulatory requirements Number of samples incompliant with the 1.3. number 1 regulatory requirements Annual percentage level of compliance 1.4. % 99.98 achieved for physico-chemical indicators Total number of samples for 1.5. number 1,131 microbiological indicators Number of samples compliant with the 1.6. number 1,115 regulatory requirements Number of samples incompliant with the 1.7. number 16 regulatory requirements Annual percentage level of compliance 1.8. % 98.59 achieved for microbiological indicators 2. Total number of drinking water samples 5,600 7,139 4,749 8,019 5,705 Compliant with the regulatory Incl. 5,545 7,102 4,719 8,000 5,692 requirements Incompliant with the regulatory 55 37 30 19 13 requirements Annual percentage level of compliance 99.02 99.48 99.37 99.76 99.77 achieved for all drinking water indicators Total number of samples for physico- 2.1. number 3,438 5,302 3,502 6,430 4,736 chemical and radiological indicators Number of samples compliant with the 2.2. number 3,421 5,289 3,494 6,423 4,735 regulatory requirements Number of samples incompliant with the 2.3. number 17 13 8 7 1 regulatory requirements Annual percentage level of compliance 2.4. % 99.51 99.75 99.77 99.89 99.98 achieved for physico-chemical indicators Total number of samples for 2.5. number 2,162 1,837 1,247 1,589 969 microbiological indicators Number of samples compliant with the 2.6. number 2,124 1,813 1,225 1,577 957 regulatory requirements Number of samples incompliant with the 2.7. number 38 24 22 12 12 regulatory requirements Annual percentage level of compliance 2.8. % 98.24 98.69 98.24 99.24 98.76 achieved for microbiological indicators Total number of gravity drinking water 3. 0 150 1,636 2,100 1,632 samples Compliant with the regulatory Incl. 0 149 1,626 2,093 1,628 requirements Incompliant with the regulatory 0 1 10 7 4 requirements Annual percentage level of compliance achieved for all gravity drinking water - 99.33 99.39 99.67 99.75 indicators Total number of samples for physico- 3.1. number - 105 1,450 1,748 1,470 chemical and radiological indicators

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 26 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

2010 № Parameter Unit 2008 2011 2012 2009 /9m./

Number of samples compliant with the 3.2. number - 105 1,446 1,746 1,470 regulatory requirements Number of samples incompliant with the 3.3. number - 0 4 2 0 regulatory requirements Annual percentage level of compliance 3.4. % - 100.00 99.72 99.89 100.00 achieved for physico-chemical indicators Total number of samples for 3.5. number - 45 186 352 162 microbiological indicators Number of samples compliant with the 3.6. number - 44 180 347 158 regulatory requirements Number of samples incompliant with the 3.7. number - 1 6 5 4 regulatory requirements Annual percentage level of compliance 3.8. % - 97.78 96.77 98.58 97.53 achieved for microbiological indicator

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 27 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 3-1 GENERAL FEATURES OF SURFACE WATER

Table 1 – Water bodies of “river” and “lakes” category in the designated territory of ViK Kardzhali Description of Type of Water N River Name EU_CD Code Type Code Water Body Body Arda River from the confluence with Gravel semi- 1. Arda BG3AR100R006 ТР 011111 Krumovitsa River to mountain Dam Arda River between Studen Kladenets Gravel semi- 2. Arda BG3AR100R008 ТР 011111 Dam and mountain Krumovitsa River Arda River between Kardzhali Dam and Gravel semi- 3. Arda BG3AR100R020 ТР 011111 Studen Kladenets mountain Dam Arda River between the confluence with Cherna River to 4. Arda BG3AR100R028 TP 020111 Mountain stone Kardzhali Dam and Ardinska River, Uvad Borovitsa River and tributaries from 5. Borovitsa Borovitsa Dam to BG3AR100R024 TP 011011 Drying rivers the confluence with Kardzhali Dam Source of Borovitsa 6. Borovitsa River up to BG3AR100R026 TP 011011 Drying rivers Borovitsa Dam Krumovitsa River 7. Krumovitsa BG3AR200R009 TP 011011 Drying rivers and tributaries River and the tributaries from 8. Varbitsa the town of BG3AR400R074 TP 011011 Drying rivers to the mouth Harmanlyiska River Gravel semi- 9. Harmanlyiska and tributaries to BGMA100R013 ТР 011111 mountain the mouth Byala River and its 10. Byala River BG3MA100R210 TP011011 Drying rivers tributaries Perperek River to its confluence with 11. Perperek BG3AR300R011 TP 011011 Drying rivers Studen Kladenets Dam Yailadere to 12. Yailadere BG3AR500R023 TP 011011 Drying rivers Kardzhali Dam 13. Davidkovska Davidkovska River BG3AR700R027 TP 020111 Mountain stone Kyoshe Dere –a tributary of Arda River in its section 14. Kyoshe Dere BG3AR500R019 TP 011011 Drying rivers between Kardzhali Dam and Studen Kladenets Dam Kozma Dere River 15. Kozma Dere (a tributary of BG3AR300R013 TP 011011 Drying rivers Buyuk Dere) to

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 28 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Description of Type of Water N River Name EU_CD Code Type Code Water Body Body water intake for drinking water supply Buyukdere (Golemitsa) to the Buyukdere 16. confluence with BG3AR300R012 TP 011011 Drying rivers (Golemitsa) Studen Kladenets Dam Nedelinska River (Uzundere) – left- 17. Nedelinska bank tributary of BG3AR400R016 TP 011011 Drying rivers Varbitsa River

Kulidzhyiska River 18. to its confluence BG3AR100R007 TP 011011 Drying rivers with Arda River Studen 19. BG3AR350L010 TE 011000 Large deep dams Kladenets Dam 20. Kardzhali Dam BG3AR570L021 TE 011000 Large deep dams Medium- and 21. Benkovski Dam BG3AR400L015 TE 011010 small- sized semi- mountain dams Borovitsa Dam – Medium- and 22. drinking water BG3AR600L025 TE 011010 small- sized semi- supply mountain dams 23. Trakiets Dam BG3MA100L012 TE 011000 Large deep dams

Table 2 - Annual rivers’ runoff distribution in the designated territory of ViK Kardzhali Month I II III IV V VI VII VIII IX X XI XII Av. HMS 61700, Arda River, the village of Vehtino F=858.4 20.9 27.991 25.48 24.52 17.81 12.04 6.260 3.236 2.918 4.794 12.76 24.511 15.21 Qav 00 4 3 4 0 8 3 58.1 102.00 88.00 50.00 39.29 50.75 26.50 11.80 13.20 30.00 66.60 97.600 26.00 Max 00 0 0 5 5 0 0 0 0 0 0 3.88 4.373 6.980 7.770 4.450 3.700 1.557 1.364 1.231 1.218 1.908 2.875 6.534 Min 0 HMS 61500, Varbitsa River , the village of Dzhebel F=1,149 30.2 42.217 28.53 18.74 12.50 6.999 2.594 1.036 1.637 5.592 15.05 35.302 16.58 Qav 02 0 8 7 5 1 100. 131.00 97.80 41.43 39.81 37.98 21.30 6.130 7.745 41.40 50.50 146.00 37.40 Max 00 0 0 4 4 9 0 0 0 0 0 3.19 2.623 4.850 4.503 1.620 1.678 0.098 0.015 0.000 0.105 1.453 1.148 4.912 Min 7 HMS 61550, Krumovitsa River , the town of F=497.6 Krumovgrad 13.3 19.348 13.45 8.738 5.579 2.890 1.008 0.366 0.634 2.127 6.057 14.990 7.320 Qav 15 6 31.6 67.000 43.10 19.40 18.40 17.79 5.980 3.790 3.520 14.40 28.30 57.400 15.10 Max 00 0 8 0 9 0 0 0 1.21 1.206 1.460 2.210 1.150 0.300 0.114 0.039 0.032 0.075 0.274 0.356 2.827 Min 5 HMS 62800, Byala River , the village of Dolno Lukovo F=448 9.25 15.068 10.71 6.849 4.634 2.090 0.436 0.187 0.248 1.174 3.689 9.206 5.244 Qav 1 2 23.1 98.900 50.61 20.30 37.28 13.62 1.473 1.340 1.760 14.60 37.92 58.900 16.01 Max 03 5 0 0 1 0 0 9 0.72 0.717 0.510 1.420 0.090 0.021 0.001 0.000 0.000 0.001 0.190 0.147 1.805 Min 0 Davidkovska River (up to the confluence with Arda F=232.0 River)

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 29 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Month I II III IV V VI VII VIII IX X XI XII Av. 3.96 5.027 5.314 4.983 3.839 2.910 1.475 0.892 0.631 1.018 2.289 4.397 3.062 Qav 5 13.3 21.533 18.45 12.03 10.08 10.45 5.845 4.422 3.038 8.152 12.03 14.554 5.995 Max 43 7 6 0 9 6 0.30 0.288 1.540 1.038 0.423 0.577 0.231 0.188 0.138 0.167 0.250 0.358 1.161 Min 4 Borovitsa Riv er (up to the confluence with Kardzhali Dam ) F=300.6 4.93 6.258 6.615 6.203 4.779 3.622 1.836 1.110 0.786 1.268 2.849 5.473 3.811 Qav 6 16.6 26.804 22.97 14.98 12.54 13.01 7.275 5.504 3.781 10.14 14.98 18.116 7.463 Max 09 5 1 7 9 7 1 0.37 0.359 1.917 1.292 0.527 0.718 0.287 0.235 0.172 0.208 0.311 0.445 1.445 Min 8 Varbitsa River (up to the confluence with Studen F=1,202.8 Kladenets Dam) 31.5 44.093 29.79 19.58 13.06 7.310 2.710 1.082 1.709 5.840 15.72 36.871 17.44 Qav 44 8 1 3 4 4 104. 136.82 102.1 43.27 41.58 39.67 22.24 6.402 8.089 43.23 52.74 152.48 39.37 Max 44 0 4 5 3 7 6 9 4 7 5 3.33 2.740 5.065 4.703 1.692 1.753 0.102 0.016 0.000 0.110 1.518 1.199 5.140 Min 9 Perperek River (up to the confluence with Studen F=219.9 Kladenets Dam) 3.72 4.723 4.992 4.682 3.607 2.734 1.386 0.838 0.593 0.957 2.150 4.131 2.876 Qav 5 12.5 20.230 17.34 11.30 9.470 9.826 5.491 4.154 2.854 7.659 11.30 13.674 5.633 Max 36 0 7 7 0.28 0.271 1.447 0.975 0.397 0.542 0.217 0.177 0.130 0.157 0.235 0.336 1.091 Min 5 Krumovitsa River (up to the confluence with Arda F=680.8 River) 17.7 25.815 17.95 11.65 7.444 3.856 1.344 0.489 0.846 2.838 8.081 20.001 9.841 Qav 66 4 9 42.1 89.397 57.50 25.89 24.55 23.74 7.979 5.057 4.697 19.21 37.76 76.588 20.32 Max 63 8 6 1 9 4 0 5 1.62 1.609 1.948 2.949 1.534 0.400 0.152 0.052 0.043 0.100 0.366 0.475 3.785 Min 1 Tribuatry of Kardzhali Dam F=1,987.9 40.1 52.784 50.86 48.21 35.89 25.38 13.09 7.294 5.984 9.654 24.31 46.248 29.88 Qav 29 5 8 9 3 2 4 6 112. 209.67 184.3 107.4 84.29 95.75 52.80 26.51 26.74 64.93 120.5 171.21 52.75 Max 33 3 8 5 8 6 6 0 7 3 3 4 4 6.41 6.359 14.01 13.73 6.922 7.101 3.468 2.887 2.545 2.544 3.536 5.169 12.35 Min 3 6 9 3 Tributary of Studen Kladenets Dam F=3,752.6 78.9 106.62 89.45 75.16 54.79 36.60 17.74 9.470 8.562 17.11 44.12 91.542 52.40 Qav 02 0 9 9 5 3 2 6 4 4 201. 411.18 299.0 152.2 137.7 147.0 82.02 36.66 36.46 117.8 205.6 358.31 96.90 Max 32 3 2 8 8 8 8 9 2 3 0 5 0 12.2 12.275 20.74 22.29 9.180 9.991 4.027 3.355 2.966 2.859 6.718 6.790 20.14 Min 88 8 5 7 Tributary of Ivaylovgrad Dam F=5,060. 111. 150.94 122.7 97.82 70.05 46.15 21.92 11.20 10.66 22.43 58.78 125.87 70.75 Qav 76 2 8 2 4 2 9 7 7 5 4 3 1 302. 512.20 411.1 195.3 201.3 209.7 109.2 49.53 47.89 148.2 285.1 537.58 144.7 Max 29 6 9 5 4 4 7 4 9 3 8 9 9 15.1 14.015 22.71 34.22 11.28 13.15 4.399 3.568 3.171 3.841 7.548 7.719 26.31 Min 74 2 7 9 1 2

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Table 3 – List of dams with capacity of over 1.10 6 m3

Capacity Nо Dam River in m 3 10 6 Studen Kladenets 1 Dam Arda 489 Kardzhali 2. Dam Arda 532.9 Benkovski 3. Dam Varbitsa 8 Borovitsa 4. Dam Borovitsa 27.3

Trakiets Olu Dere 5. Dam (Harmanlyiska) 114 TOTAL: 1,171.2

Table 4 – The existing power sites have the following parameters Water storage reservoir HPP

Total Effective Multiannual Wtreated capacity capacity capacity Hydropower (m 3х10 6) N E system (m 3х10 6) (m 3х10 6) (М) (GWh) (m 3х10 6) Kardzhali 533 416 270 106.4 165 881.4 Studen 489 339 200 60 217 1,866 Kladenets Ivaylovgrad 188 109 - 108 217 2,387

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APPENDIX 3-2 GROUNDWATER QUANTITY

Table 1 - Average annual capacity of water abstraction facilities or water quantity produced in 2011 - Kardzhali District Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year I Ardino 729,500 BG3G000000Q010

Ardino and Belite Ardino 2 PS– Brezi tourist 1 SW-1, SW-2 complex 300806 28.03.2005 331,128 Ardino 1 PS – BG3G00000Pt042 Pravdolyub 2 spring catchment Ardino 300752 14.02.2005 86,872 Zhaltusha, BG3G00000Pt042 The village of Enyovche, 3 Zhaltusha - TW Sedlartsi 300398 03.06.2004 50,500 The village of BG3G00000Pt042 Diamandovo - Diamandovo, 4 TW Padina 300396 02.06.2004 137,000 The village of BG3G00000Pt042 Byal Izvor – 5 spring catchment Byal Izvor 300333 15.04.2004 100,000 The village of BG3G00000Pt042 Gorno Prahovo – 6 spring catchment Gorno Prahovo 349 06.06.2001 24,000 II Dzhebel 402,540 Kazatsite spring BG3G00000Pg028 catchment – the village of 1 Telcharka Dzhebel 31510324 29.12.2011 63,073 Ustren PS - BG3G00000Pg028 Dolna Mahala 2 spring catchment Dzhebel 31510234 14.05.2010 25,230 The village of Kuptsite – Bunardzhika BG3G00000Pt046 spring catchment and Cheshmata 3 spring catchment Kuptsite 31510266 25.01.2011 6,307 BG3G000000Q010 4 Dzhebel - SW Dzhebel 349 06.06.2001 58,300

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Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year Velikdenche, Valkovich, Dushinkovo, Plazishte, Podvrah, Polyanets, Rogozare, Skalina, Slanchogled,

Chakaltsi, BG3G000000Q010 Ptichar PS – SW- Kremenets, G. 5 1, SW-2 Dyulevo, Ptichar 349 06.06.2001 224,630 Pripek – Lebed BG3G00000Pg028 PS – spring 6 catchment Priperk, Lebed 349 06.06.2001 17,000 Mishevsko PS – BG3G00000Pg028 3 spring 7 catchments 349 06.06.2001 8,000 III Kardzhali 743,708 The village of Miladinovo, BG3G00000Pg028 Miladinovo – Rudina 1 spring catchment Sestrinsko 300054 22.05.2003 63,072 BG3G000000Q010 Yaktreb- The village of Minzuhar water 2 Yastreb - SW supply group 300066 01.09.2003 129,842 BG3G000000Q010 Most-Bashtino The village of water supply 3 Kaloyantsi - SW group 300139 16.10.2003 221,698 The village of BG3G00000Pg028 4 Kostino - TW Kostino 301086 02.11.2005 7,726 BG3G000000Q010 Stremtsi PS - Stremtsi, SW-1, SW-2, Sokolyane, 5 SW-3 Stremovo 349 06.06.2001 56,939 Beli Plast PS – BG3G00000Pg028 spring catchment -1, spring 6 catchment -2 Bili Plast 349 06.06.2001 12,194

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Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year BG3G000000Q010

Gorna Krepost, Gorna Krepost Dolna Krepost 7 PS - SW Lyulyakovo 349 06.06.2001 32,919 BG3G000000Q010

8 Murgovo PS - TW Murgovo 349 06.06.2001 18,440 Boyno PS – Boyno, BG3G00000Pg028 9 spring catchment Kokoshane 349 06.06.2001 16,809 BG3G00000Pg028 Volovartsi PS - 10 spring catchment Volovartsi 349 06.06.2001 1,870 BG3G00000Pg028 Ohlyuvets PS - 11 spring catchment Ohlyuvets, Chilik 349 06.06.2001 14,503 Rani List PS - BG3G00000Pg028 12 spring catchment Rani List 349 06.06.2001 14,123 Skalna Glava - BG3G00000Pg028 13 spring catchment Skalna Glava 349 06.06.2001 2,640 BG3G000000Q010 Shiroko Pole - 14 drainage Shiroko Pole 349 06.06.2001 25,505 Konevo - spring Konevo, Byala BG3G00000Pg028 15 catchment Polyana 349 06.06.2001 18,665 BG3G000000Q010

Chiflik, Madrets, 16 Chiflik - SW Visoka Polyana 349 06.06.2001 41,827 Perperek, BG3G000000Q010 Kaloyantsi, 17 Perperek – SW Gnyazdovo 349 06.06.2001 30,597 Chereshnika – Chereshnika, BG3G00000Pg028 18 spring catchment Most 349 06.06.2001 21,851 Kobilyane - BG3G00000Pt046 19 spring catchment Kobilyane 349 06.06.2001 2,488 IV Krumovgrad 1,469,257 Pashintsi PS - BG3G00000Pt046 spring catchment 1 and spring 1 catchment 2 Pashintsi 31510318 14.11.2011 21,557 Studen BG3G00000Pg028 Studen Kladenets Kladenets, PS - spring Potocharka, 2 catchment Potochnitsa 349 06.06.2001 24,700

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 34 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year Krumovgrad, Vransko, Zvanarka, Krumovgrad PS– Ovchari, Polzko BG3G000000Q010 3 2 SWs Zhelyazovo 349 06.06.2001 921,000 Avren PS - spring BG3G00000Pg028 4 catchment Avren 349 06.06.2001 10,500

Golyam Devisil, Golyam Devisil Devisilitsa, PS – spring Devisilovo, Malak BG3G00000Pg028 5 catchment Devisil 349 06.06.2001 85,000 Golyamo Golyamo BG3G00000Pg028 Kamenyane PS – Kamenyane, 6 spring catchment Guliya 349 06.06.2001 14,500 BG3G00000Pg028 Chernichevo PS - 7 spring catchment Chernichevo 349 06.06.2001 26,600 BG3G00000Pg028 Kandilka PS - Kandilka, 8 spring catchment Golyama Chinka 349 06.06.2001 20,700 Gorna Kula PS - BG3G000000Q010 9 SW Gorna Kula 349 06.06.2001 127,400

Gulyika, Dazhdovnik, Kamenka, Pelin, BG3G000000Q010 10 Gulyika PS - TW Rogach, Slivarka 349 06.06.2001 129,900 BG3G00000Pg028 Zvanarka PS - 11 spring catchment Zvanarka 349 06.06.2001 51,400 BG3G00000Pg028 Leshtarka PS - Leshtarka, 12 spring catchment Topolka 349 06.06.2001 11,100 BG3G000000Q010 Strandzhevo PS - 13 SW Strandzhevo 349 06.06.2001 24,900 V Momchilgrad 372,415 The village of BG3G000000Q010 Postnik-Teke - Postnik-Teke, 1 drainage Devintsi 300111 25.09.2003 56,134 BG3G000000Q010 Sadovitsa PS – 2 spring catchment- Sadovitsa 31510141 28.01.2009 14,821

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Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year 1, spring catchment-2

BG3G000000Q010 Balabanovo PS - Balabanovo, 3 SW Varhari 349 06.06.2001 22,490 BG3G00000Pg028 Sedefche PS - 4 spring catchment Sedefche 349 06.06.2001 3,140 Zagorsko BG3G000000Q010 Zagorsko – 6 Sokolino, 5 SWs, drainage Chukovo 349 06.06.2001 226,950 BG3G000000Q010 Nanovitsa, Neofit 6 Nanovitsa - SW Bozvelievo 349 06.06.2001 48,880 VI Kirkovo 1,584,110

Benkovski, Veslets, Dedets, Dobromirtsi, Dranova Glava, Erovete, Zagorski, Zdravchets, Kayaloba, Kitna, Kozlevo, Medevtsi, Mogilyane, Maglene, Mazhevtsi, Peevsko, Parventsi, The village of Rastnik, Benkovski – SW Yagnevo, BG3G000000Q010 1 and drainage Yanino, Vazartsi 349 06.06.2001 355,000 The village of Preseka BG3G000000Q010 2 Preseka - SW 300901 09.06.2005 63,072 Krilatitsa 1 PS– Kirkovo, BG3G000000Q010 SW-1 Domishte, Zavoya, Krilatitsa 3 349 06.06.2001 170,300 Krilatitsa 2 PS– Varben, Fotinovo BG3G000000Q010 SW -2 4 349 06.06.2001 136,000

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Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year Fotinovo PS – Dyulitsa, SW-1, SW-2 Zagorichene, Robino, Iskril, Fotinovo, Karchovsko, Metlichina, Samodiva, BG3G000000Q010 5 Parvitsa 349 06.06.2001 202,000 Ostrovets PS – Ostrovets, Edil, SW-1, SW-2 Penkovtsi, Podkova, Shoptsi, Stareyshino, Chorbadzhyisko BG3G000000Q010 6 349 06.06.2001 407,000 The village of Kitna, Mogilyane, BG3G000000Q010 Mogilyane - Kayaloba, Gorski drainage Izvor 7 1670 18.08.2003 208,138 Drangovo PS- Drangovo BG3G00000Pg028 spring catchment 8 349 06.06.2001 21,000 Sekirka PS - Sekirka BG3G00000Pg028 spring catchment 9 349 06.06.2001 600 Stomantsi PS - Stomantsi BG3G00000Pg028 spring catchment 10 349 06.06.2001 21,000 VII Chernoochene 304,690 The village of Komuniga BG3G000000Q010 Komuniga – 1 drainage, SW 300051 21.08.2003 34,608 The village of Lyaskovo BG3G00000Pg028 2 Lyaskovo - TW 301501 08.08.2006 6,307 The village of Svobodino BG3G00000Pg028 Svobodino - TW 3 301502 08.08.2006 4,920 The village of Strazhnitsa BG3G00000Pg028 Strazhnitsa - TW 4 301503 08.08.2006 2,208 Daskalovo spring Daskalovo BG3G00000Pg028 5 catchment 31510166 11.05.2009 9,461 Baglak TW Dyadovsko BG3G00000Pg028 6 31510167 11.05.2009 9,490

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 37 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Permitted № Water supply water Code of system- type of Date of quantity groundwater body water abstraction Water use № of issue of cubic /GWB/ facility location permit the permit metres/year The village of Vodach BG3G00000Pg028 7 Vodach - TW 1 545 14.09.2001 16,800 Chernoochene - Chernoochene, BG3G00000Pg028 drainage Pryaporets, Novi 8 Pazar 349 06.06.2001 152,845 Zhitnitsa - spring Zhitnitsa, Vodach BG3G00000Pg028 9 catchment 349 06.06.2001 17,660 Gabrovo – spring Gabrovo BG3G00000Pg028 10 catchment, TW 349 06.06.2001 30,020 Panichkovo - Panichkovo BG3G00000Pg028 11 spring catchment 349 06.06.2001 10,183 Pchelarovo - Pchelarovo BG3G00000Pg028 12 spring catchment 349 06.06.2001 18,188 TOTAL 5,606,220

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 38 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 3-3 WATER SUPPLY ZONES

P R O G R A M M E

on monitoring of water intended for drinking purposes of the Water Supply Zones within the territory of Kardzhali District in 2013, conducted by ViK OOD-Kardzhali together with Kardzhali RHI.

In 2013, ViK OOD - Kardzhali is to carry out monitoring of water intended for drinking purposes, provided to the population in the water supply zone as according to Appendix № 1 – Water supply zones with a volume of distributed water of over 1,000 m3 per day and/or permanent population, connected to the water supply system, over 5,000 people and Appendix № 2 - Water supply zones with a volume of distributed water of below 1,000 m3 per day and/or permanent population, connected to the water supply system, below 5,000 people.

The monitoring volume is consistent with the requirements of Art. 7, Art. 8 and Art. 9 of Ordinance № 9 on the quality of water intended for drinking purposes / SG. 30/2001 /.

ViK OOD - Kardzhali monitors the parameters of the permanent monitoring in an own equipped laboratory. The parameters of the periodic monitoring are analysed in an own and other external laboratories, with the exception of the parameters Polyvinyl chloride, Acrylamide and Epichlorohydrin, Bromates and Total organic carbon:

Laboratory to ViK OOD – In external laboratories Kardzhaly conducting analysis of the following parameters Turbidity Antimony Colour Benzene PH Benzopyran Total hardness Cadmium Magnesium Lead Calcium Mercury Oxidisability Dichloroethane Ammonium ion Pesticides Nitrites Polycyclic aromatic Nitrates hydrocarbons Chlorides Trihalomethanes Iron Selenium Managanese Tetrachloroethane and Suphate Trichloroethane Phosphate Sodium Cyanides Arsenic Zinc 1,2- dichloroethane Nickel Boron Copper

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 39 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Fluorine Chrome Microbial number Coli forms E.coli Conductivity Enterococci Taste Aluminium Odour Free residual chlorine

Parameters: Polyvinyl chloride, Acrylamide, Epichlorohydrin, Bromates, Total organic carbon are excluded from the monitoring programme based on a Declaration of the Manager of ViK OOD –Kardzhali with Ref. № K-115 / 14.01.2012 in RHI.

The Water Company provides information to RHI on a monthly basis by the 15 th day of the following month about water supply zones where monitoring is carried out, including the parameters monitored and the relevant levels of the parameters, pursuant to Art. 14 of Ordinance № 9/2001 / according to electronic format prepared by the Ministry of Health in compliance with the reporting requirements of the European Commission.

The Water Company informs the public on a monthly basis through mass media about the quality of water intended for drinking purposes by Water Supply Zones, as well as for performance of planned repairs, replacement of water suply facilities, pipelines and planned rehabilitation of water pipes, danger to human health and takes concrete measures to prevent deterioration of water quality after completion of the relevant repairs or reconstruction. It informs RHI on a daily basis of any failures in the water supply systems of settlements, supplied by the Water Company.

If circumstances in the Water Supply Zones change, such as connection of a new water source to the zone, additional connection of settlements to existing zones or the Water Company takes out of service a given water source, the company should immediately notify Kardzhali RHI of the changes in order to modify the monitoring programme.

In all cases of non-compliance of the analysed water sample, the Water Company immediately takes measures to identify and eliminate the causes of non-compliance by promptly notifying the state health control authority and preparing a plan of measures for restoring water quality.

In case of non-compliance of the analysed water sample found by the laboratory of the RHI within the activity of state health control authority, the Water Company takes immediate measures to eliminate the causes of non-conformity of the relevant parameter and provides at its own expense control sample to the laboratory of the inspectorate for analysis of inconsistent parameters.

The RHI carries out monitoring in the same Water Supply Zones, which is 50% of the one to be conducted by the Water Company, pursuant to Art. 7 and Art. 8 of Ordinance № 9 on the quality of water intended for drinking purposes / SG. 30/2001 /

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 40 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

for parameters of the permanent and periodic monitoring in an own and external laboratories.

Upon establishing persistent deviations in the quality of water intended for drinking purposes and where there is no alternative for water supply in a certain area, the water supply organisation should submit an application for authorization of a deviation from the requirements of Appendix 1, Table B of Ordinance № 9 / SG. 30/2001/.

The Water Company and the RHI prepare a regional monthly summary report after exchanging data from their drinking water quality monitoring, which are sent monthly to the Ministry of Health for maintaining a national drinking water quality system.

Appendices to the Programme Приложения към Програмата :

- Table 1 - Water supply zones with a volume of distributed water of above 1,000 m3 per day and/or permanent population of over 5,000 people, connected to the water supply system.

- Table 2 - Water supply zones with a volume of distributed water of below 1,000 m3 per day and/or permanent population of below 5,000 people, connected to the water supply system.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 41 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Table 1 – Water supply zones with a volume of distributed water of above 1,000 m3 per day and/or permanent population of over 5,000 people. connected to the water supply system. Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

1 09. Borovitsa dam Borovitsa dam 14,631 63,080 30 30 23 2 46 4

Town of Kardzhali 8 8

Town of Momchilgrad 2 2

Village of Nenkovo

Village of Glavatartsi

Village of Sredinka

Village of Kraino Selo

Village of Rezbartsi

Village of Vishegrad

Village of Ostrovitsa

Village of Gluhar

Village of Pepelishte

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 42 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

Village of Sedlare

Village of Gruevo

Village of Svoboda

Village of Enchets 2 2

Village of Brosh

Village of Zelenikovo

Village of Blenika 2 2

Village of Penevo

Village of Dazhdovnitsa Village of Tsarevets 2 2

Village of Kalinka 2 2

Village of Propast

Village of Sipey

Village of Solishte

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 43 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

Village of Nevestino

Village of Sedlovina 2 2

Village of Petlino 2 2

Village of Opalchentsi 2 2

Village of Ayrovo

Village of Dazhdino 2 2

Village of Makedontsi 2 2

Village of Prileptsi 2 2

09.Krumovitsa 2 1,421 9,202 7 7 4 1 7 1 River 1.TW- village of Village of Gulyika 2 2 Gulyika Village of Dazhdovnik

Village of Kamenka

Village of Pelin

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 44 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

Village of Rogach

Village of Slivarka

2.2 SWs- Town of Krumovgrad 3 3 Krumovgrad Village of Vransko

Village of Zvanarka

Village of Ovchari

Village of Polkovnik Zhelyazkovo 3.SW- Gorna Village of Gorna Kula 2 2 Kula Village of Zlatolist

Village of Austa

Village of Dzhelepsko

Village of Zvezdel

Village of Pazartsi

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 45 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

Village of Karamfil

Village of Sindeltsi

Village of Chayka

3 09.Varbitsa River 3,008 14,522 18 18 5 1 13 1

1.2 SWs-village of 1. Village of 2 2 Benkovski Benkovski 2. Village of Dedets

3. Village of Dobromirtsi 4. Village of Dryanova Glava 5. Village of Erovete

6. Village of Zagorski

7. Village of Zdravchets 8. Village of Medevtsi

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 46 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

9. Village of Maglene

10. Village of Parvetsi

11. Village of Rastnik

12. Village of Yanino

2.2 SWs-village of 13. Village of 2 2 G. Izvor Kayaloba 14. Village of Kitna

15. Village of Mogilyane 3.2 SWs- 16. Village of Kirkovo 2 2 Krilatitsa-1 17. Village of Domishte 18. Village of Zavoya

19. Village of Krilatitsa

4.2 SWs-village of 20. Village of Varben 2 2

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 47 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

Fotinovo 21. Village of Dyulitsa

22. Village of Karchovsko 23. Village of Metlichino 24. Village of Parvitsa

25. Village of Samodiva 26. Village of Fotinovo 2 2

27. Village of Iskril

5.2 SWs-village of 28. Village of 2 2 Ostrovets Ostrovets 29. Village of Podkova 30. Village of

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 48 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

Stareyshino 31. Village of Chorbadzhyisko 32. Village of Shoptsi

33. Village of 6.2 SWs - Ptichar 2 2 Velikdenche 34. Village of Valkovich 35. Village of Dushinkovo 36. с Village of Plazishte 37. Village of Podvrah

38. Village of Polyanets 39. Village of Rogozare

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 49 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

40. Village of Skalina

41. Village of Slanchogled 42. Village of Chakaltsi 43. Village of Gorsko Dyulevo 44. Village of Ptichar

45. Village of Ilyisko

46. Village of Rogozche 47. Village of Ovchevo 48. Village of Kozitsa

49. Village of Mrezhichko

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 50 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, Number of samples, Number of sampling intended to be analysed by intended to be analysed by points in the water the Water Operators in the RHI in the water supply zone supply zone water supply zone (for one- (for one-year period) Type and name of Total volume Total population year period) water sources, (quantity) of water, connected to the Settlements or parts Name of water № providing water to distributed in the water supply system of them, connected to supply zone For For For For the water supply water supply zone in the water supply the water supply zone parameters parameters parameters parameters zone (m3/day) zone of RHI of ViK of the of the of the of the permanent periodic permanent periodic monitoring monitoring monitoring monitoring

50. Village of Ridino

51. Village of Kamenets 52. town of Dzhebel

7.6 SWs - 53. Village of 2 2 Zagorsko Zagorsko 54. Village of Sokolino

55. Village of Chukovo 56. Village of Progres

57. Village of Bagryanka 58. Village of 8.SW-Balabanovo 2 2 Balabanovo 59. Village of Varhari

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 51 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Table 2 - Water supply zones with a volume of distributed water of below 1,000 m3 per day and/or permanent population of below 5,000 people, connected to the water supply system.

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

1 09. Perpereshka River 821 4,740 12 12 2 1 4 1

1.Drainage- Village of 2 2 Chernoochene Chernoochene Village of Novi Pazar Village of Pryaporets Village of Kableshkovo Village of Draganovo 2.3 SWs – village of Village of Stremtsi 2 2 Stremtsi Village of Sokolyane Village of

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 52 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Stremovo Village of Tri Mogili 3.SW-village of Gorna Village of Gorma 2 2 Krepost Krepost Village of Dolna Krepost Village of Lyulyakovo 4.SW-village of Village of 2 2 Murgovo Murgovo 5.SW – village of Village of Chiflik 2 2 Chiflik Village of Madrets

Village of Visoka Polyana 6.SW- village of Village of 2 2 Perperek Perperek Village of

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 53 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Kaloyantsi Village of Gnyazdovo

2 09.Buyuk Dere River 105 1,291 4 4 2 1 4 1

1.SW - village of Village of 2 2 Nanovitsa Nanovitsa Village of Neofit Bozvelievo 2.SW – Postnik Village of Postnik 2 2 2 0 4 1 Devintsi Village of Devintsi

3. 09.Ardinka River 285 3,680 4 4 2 1 4 1

1.2 SWs-town of Town of Ardino 2 2 Ardino Village of Bistrogled 2.SC-TW-Beli Brezi TW- Beli Brezi 2 2 1 1

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 54 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Beli Brezi Pravdolyub 09.Village of Gorno 1.SC-village of Gorno Village of Gorno 4. 657 1,008 2 2 2 1 4 1 Prahovo Prahovo Prahovo

5. 09.Village of Byal Izvor 273 1,365 2 2 2 1 4 1

1.SC-village of Byal Village of Byal 2 2 2 1 4 1 Izvor Izvor Village of Diamandovo Village of Zhaltusha-low

zone 6. 09.Village of Zhaltusha 95 1,255 4 4 2 0 2 1

1.TW-village of Village of 2 2 Zhaltusha Zhaltusha Village of Padina

Village of 2 2 Enyovche Village of

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 55 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Sedlartsi Village of Glavnik 1.Drainage-town of 7. 09.Town of Dzhebel 160 2,894 Town of Dzhebel 2 2 2 1 4 1 Dzhebel с Village of Paprat Village of Tyutyunche 8. 09. Village of Pripek 46 1,123 2 2 1 1 2 0

1.SC-Pripek-Lebed Village of Pripek 2 2 1 1 2 0

Village of Lebed

1.SC-village of Village of 9. 09.Village of Drangovo 58 150 2 2 1 1 2 0 Drangovo Drangovo 1.SC- village of Village of 10. 09. Village of Sekirka 1,6 80 2 2 1 1 2 0 Sekirka Sekirka 1.SC- village of Village of 11. 09.Village of Stomantsi 58 405 2 2 1 1 2 0 Stomantsi Stomantsi 12. 09.Village of Avren 1.SC- village of Avren 28 700 Village of Avren 2 2 1 0 2 1

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 56 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

09.Village of Golyam 13. 230 1,150 Devisil 1.SC-village of Village of G. 2 2 2 1 4 1 Golyam Devisil Devisil Village of Devisilitsa Village of Devisilovo Village of M. Devisil 09. Village of Golyamo 14. 40 590 Kamenyane 1.SC-village of Village of G. 2 2 1 1 2 0 Golyamo Kamenyane Kamenyane Village of Guliya

09.Village of 1.SC-village of Village of 15. 73 630 2 2 1 1 2 0 Chernichevo Chernichevo Chernichevo 16. 09.Village of Kandilka 56 780 2 2 1 1 2 0

1.SC-village of Village of 2 2 1 1 2 0

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 57 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Kandilka Kandilka Village of Golyama Chinka 1.SC-village of Village of 17. 09.Village of Zvanarka 140 1100 2 2 2 1 4 1 Zvanarka Zvanarka 18. 09.Village of Leshtarka 30 450

1.SC-village of Village of 2 2 1 1 2 0 Leshtarka Leshtarka Village of Topolka 1.SC-village of Village of 19. 09. Village of Pashintsi 22 510 2 2 1 1 2 0 Pashintsi Pashintsi 09. Village of Studen 20. 67 1335 Kladenets 1.SC-village of Studen Village of Studen 2 2 1 1 2 0 Kladenets Kladenets Village of Potocharka Village of

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 58 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Potochnitsa 09. Village of 1.SW- village of Village of 21. 68 336 2 2 1 1 2 0 Strandzhevo Strandzhevo Strandzhevo 1.SW-village of Beli Village of Beli 22. 09. Village of Beli Plast 33 460 2 2 1 1 2 0 Plast Plast 23. 09. Village of Boyno 46 330

1.SC-village of Boyno Village of Boyno 2 2 1 1 2 0

Village of Kokoshane Village of Rani 24. 09. Village of Rani List 1.SC-villae of Rani List 38 108 2 2 1 1 2 0 List 09. Village of Skalna 1.SC- village of Skalna Village of 25. 7 235 2 2 1 1 2 0 Glava Glava Skalna Glava 09. Village of Shiroko 1.Drainage Village of 26. 70 850 2 2 1 1 2 0 Pole village of Shiroko Pole Shiroko Pole 27. 09. Village of Konevo 50 350

Village of 1.SC-village of Konevo 2 2 1 1 2 0 Konevo Village of Byala

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 59 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Polyana Village of Dolishte 09. Village of 1.SC-village of Village of 28. 57 515 2 2 1 1 2 0 Miladinovo Miladinovo Miladinovo 09. Village of 29. 60 468 Chereshitsa 1.SC-village of Village of 2 2 1 1 2 0 Chereshitsa Chereshitsa Village of Most

09. Village of 1.SW village of Village of 30. 6,8 80 2 2 1 1 2 0 Kobilyane Kobilyane Kobilyane 1.SC- village of Village of 31. 09. Village of Sedefche 8,6 40 2 2 1 1 2 0 Sedefche Sedefche 32. 09. Village of Zhitnitsa 48 440

1.SC-village of Village of 2 2 1 1 2 0 Zhitnitsa Zhitnitsa Village of Vodach

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 60 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

33. 09. Village of Gabrovo 82 810

1.SC-village of Village of 2 2 1 1 2 0 Gabrovo Gabrovo 2.TW- village of Village of Gabrovo Gabrovo 09. Village of 34. 176 1,140 Komuniga 1.SC-village of Village of 2 2 2 1 4 1 Komuniga Komuniga 2.TW- village of Village of Komuniga Komuniga 09. Village of 1.SC-village of Village of 35. 28 540 2 2 1 1 2 0 Panichkovo Panichkovo Panichkovo Village of Yonchevo 09. Village of 1.SC- village of Village of 36. 50 250 2 2 1 1 2 0 Pchelarovo Pchelarovo Pchelarovo 1.SC- village of 37. 09. Village of Brezen 16 780 Village of Brezen 2 2 1 0 2 1 Brezen

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 61 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

09. Village of 1.SC- village of Village of 38 8 40 2 2 1 0 2 1 Garbishte Garbishte Garbishte 09. Village of 1.4 SWs- village of Village of 39 22 100 2 2 1 0 2 1 Mishevsko Mishevsko Mishevsko 1.4 SWs- village of 40 09. Village of Ustren 8 50 Village of Ustren 2 2 1 0 2 1 Ustren 09. Village of 1.SC- village of Village of 41 40 180 2 2 1 0 2 1 Ohlyuvets Ohlyuvets Ohlyuvets Village of Chilik

09. Village of 1.SC- village of Village of 42 4 130 2 2 1 0 2 1 Yabalkovets Yabalkovets Yabalkovets 1.SC- village of 43 09. Village of Kitnitsa 8 40 Village of Kitnitsa 2 2 1 0 2 1 Kitnitsa 09. Village of 1.SC- village of Village of 44 4,8 120 2 2 1 0 2 1 Druzhintsi Druzhintsi Druzhintsi 1.SC- village of 45 09. Village of Malkoch 16 80 Village of Malkoch 2 2 1 0 2 1 Malkoch 1.SC – village of 46 09. Village of Tihomir 123 1,400 Village of Tihomir 2 2 2 1 4 1 Tihomir

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 62 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

1.SC- village of 47 09.Village of Starovo 15 330 Village of Starovo 2 2 1 1 2 0 Starovo 09. Village of 1.SC- village of Village of 48 57 520 2 2 1 1 2 0 Dzherovo Dzherovo Dzherovo 09. Village of 1.SC- village of Village of 49 225 1,600 2 2 2 1 4 1 Chakalarovo Chakalarovo Chakalarovo 50 09. Village of Egrek 1.SC- village of Egrek 46 1,030 Village of Egrek 2 2 1 0 2 1 51 09. Village of Limets 1.SC- village of Limets 9 120 Village of Limets 2 2 1 1 2 0 09. Village of 1.SC- village of Village of 52 23 80 2 2 1 0 2 1 Podrumche Podrumche Podrumche 1.SC- village of Village of 53 09. Village of Gaskovo 10 50 2 2 1 0 2 1 Gaskovo Gaskovo 1.SC- village of 54 09. Village of Kostino 18 100 Village of Kostino 2 2 1 1 2 1 Kostino 09. Village of 1.SC- village of Village of 55 0,7 20 2 2 1 1 2 0 Sevdalina Sevdalina Sevdalina 1.SC- village of Village of 56 09. Village of Skalishta 25 100 2 2 1 1 2 0 Skalishta Skalishta 57 09. Village of Kokiche 1.SC- village of 3 20 Village of Kokiche 2 2 1 1 2 0

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 63 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

Kokiche 1.SC- village of 58 09.Village of Rudina 6 30 Village of Rudina 2 2 1 1 2 0 Rudina 09. Village of 1.SC- village of Village of 59 2 20 2 2 1 1 2 0 Sestrinsko Sestrinsko Sestrinsko 1.SC- village of 60 09. Village of Bakalite 6,8 30 Village of Bakalite 2 2 1 1 2 0 Bakalite 1.SC- village of Beli 61 09. Village of Beli Vir 23 110 Village of Beli Vir 2 2 1 0 2 1 Vir 1.SC- village of Village of 62 09. Village of Bozhurtsi 13 50 2 2 1 0 2 1 Bozhurtsi Bozhurtsi 09. Village of Barza 1.SC- village of Barza Village of Barza 63 6 30 2 2 1 0 2 1 Reka Reka Reka 09. Village of 1.SC- village of Village of 64 27 120 2 2 1 0 2 1 Daskalarovo Daskalarovo Daskalarovo 09. Village of 1.SC- village of Village of 65 9 50 2 2 1 0 2 1 Dyadovsko Dyadovsko Dyadovsko 1.SC- village of Village of 66 09. Village of Lyaskovo 37 450 2 2 1 0 2 1 Lyaskovo Lyaskovo

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 64 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Number of samples, intended to Total Number of sampling Number of samples, intended to Total volume be analysed by the Water population points in the water be analysed by RHI in the water (quantity) of Operators in the water supply Type and name of connected to Settlements or supply zone supply zone (for one-year period) water, zone (for one-year period) Name of water supply water sources, the water parts of them, № distributed in zone providing water to the supply connected to the the water For parameters For parameters water supply zone system in the water supply zone For parameters For parameters supply zone of the of the water supply of RHI of ViK of the periodic of the periodic (m3/day) permanent permanent zone monitoring monitoring monitoring monitoring

67 09. Village of Patitsa 1.SC- village of Patitsa 16 80 Village of Patitsa 2 2 1 0 2 1 09. Village of 1.SC- village of Village of 68 9 50 2 2 1 0 2 1 Srednevo Srednevo Srednevo 09. Village of 1.SC- village of Village of 69 8 40 2 2 1 0 2 1 Yabalchene Yabalchene Yabalchene 09. Village of 1.SC- village of Village of 70 5 75 2 2 1 1 2 0 Volovartsi Volovartsi Volovartsi 1.SC- village of 71 09. Village of Lulichka 19 96 Village of Lulichka 2 2 1 1 0 1 Lulichka 72 09. Village of Lale 1. SC - village of Lale 16 272 Village of Lale 2 2 1 0 2 1 1. SC - village of 73 09. Village of Raven 19 356 Village of Raven 2 2 1 0 2 1 Raven 1. SC - village of 74 09. Village of Yastreb 52 798 Yastreb

316 Village of Yastreb 2 2 1 0 2 1

Village of 482 Minzuhar 09. Village of 1. SC - village of Village of 75 15 559 2 2 1 0 2 1 Shumnatitsa Shumnatitsa Shumnatitsa

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 65 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 3-4 GROUNDWATER QUALITY

Table 1 Results of water samples taken from water sources as per Section: Water Use Conditions of the Water Abstraction Permits in 2011.

Water Source/ "water use № Iron Zinc Boron conditions" Nickel Nitrites Copper Nitrates Chrome Fluorine Calcium Turbidity Cyanides Chlorides Sulphates Aluminium Magnesium Manganese Phosphates Oxidisability Active reationActive AmmoniumIon Total Total Hardness

рН mg/l mgO2/l mg(Sum)gv/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l units

1 Permit № 0545 of 14.09.2001 . 7,60 0,10 1,60 3,40 40,08 17,02 0,02 0,08 0,01 26,00 20,00 5,00 0,01 24,00 10,00 0,02 10,00 0,01 0,02 0,02 10,00 0,01 VODACH WS SYSTEM Tibe well

Annual analysis of water abstracted under Annex 2 of Ordinance № 9 in the quality of water intended for drinking purposes

2 Permit № 300806 of 28.03.2005 7,80 0,50 1,80 3,00 30,06 17,02 0,01 0,09 0,01 25,00 40,00 5,00 0,02 20,00 0,00 0,02 10,00 0,01 0,02 0,01 0,00 0,01 ARDINO WS SYSTEM 2 shaft wells

Once a year, chemical, radiological and microbiological analysis of abstracted groundwater prior to its treatment.

3 Permit № 300752 of 14.02.2005 PRAVDOLYUB WS GROUP 1,90 0,02 0,09 0,01 20,00 4,00 Spring Annual analysis of abstracted water for the parameters: dry residue, nitrites, nitrates, ammonium, manganese, permanganate oxidation and iron 4 Permit № 003538 of 18.03.2005 extented by Decision № 251 of 02.10.2009 BOROVITSA dam WS SYSTEM Dam

No analysis conditions set

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 66 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

Water Source/ "water use № Iron Zinc Boron conditions" Nickel Nitrites Copper Nitrates Chrome Calcium Fluorine Turbidity Cyanides Chlorides Sulphates Aluminium Magnesium Manganese Phosphates Oxidisability Active reationActive AmmoniumIon Total Total Hardness

рН mg/l mgO2/l mg(Sum)gv/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l units

5 Permit № 300333 of 15.04.2004 BYAL IZVOR WS SYSTEM 2,00 0,01 0,08 0,01 30,00 10,00 Catchment system Annual analysis of abstracted water for the parameters: dry residue, nitrites, nitrates, ammonium, manganese, permanganate oxidation and iron

6 Permit № 300398 of 03.06 2004 ZHALTUSHA WS SYSTEM 2,00 0,01 0,03 0,01 40,00 10,00 Tube well Annual analysis of abstracted water for the parameters: dry residue, nitrites, nitrates, ammonium, manganese, permanganate oxidation and iron.

7 Permit 300396 of 02.06.2004 DIAMANDOVO WS SYSTEM 2,50 0,02 1,00 0,02 60,00 10,00 Tube well Annual analysis of abstracted water for the parameters: dry residue, nitrites, nitrates, ammonium, manganese, permanganate oxidation and iron

8 Permit № 300051 of 21.08.2003 KOMUNIGA WS SYSTEM 2,20 0,02 0,04 0,01 20,00 20,00 25,00 Drainage Annual analysis of abstracted water for the parameters: dry residue, nitrites, nitrates, ammonium, manganese, sulphates, permanganate oxidation and iron

9 Permit № 300111 of 25.09.2003 POSTNIK TEKE WS SYSTEM 2,00 46,09 0,01 0,60 0,02 0,02 20,00 Drainage Annual analysis of abstracted water for the parameters: dry residue, nitrites, nitrates, ammonium, sulphates, calcium, permanganate oxidation and phosphates.

10 Permit № 1670 of 18.08.2003 GORSKI IZVOR WS 7,60 0,10 2,10 5,00 40,08 38,91 0,01 0,07 0,02 29,00 40,00 10,00 0,01 38,00 10,00 0,02 10,00 0,01 0,03 0,02 10,00 0,00 SYSTEM Drainage Village of Mogilyane Chemical analysis conducted once a year.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 67 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali Iron Zinc Boron Nickel Nitrites Copper Nitrates Chrome Calcium Fluorine Turbidity Cyanides Chlorides Sulphates Aluminium Magnesium Manganese Phosphates Oxidisability Active reationActive AmmoniumIon Water Source/ "water use Total Hardness № conditions"

рН mg/l mgO2/l mg(Sum)gv/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l units

11 Permit № 3111010 of 02.06.2009 RAVEN WS SYSTEM 8,00 0,10 1,90 3,90 52,10 15,81 0,02 0,09 0,01 25,00 40,00 10,00 0,01 20,00 10,00 0,01 10,00 0,02 0,01 0,02 10,00 0,01 River intake on Kosma Dere River Chemical analysis of water in the water source should be conducted annually at the water abstraction point.

WATER SOURCES IN GENERAL PERMIT № 0349 of 06.06.2001 12 Springs - 24 Drainages - 5 Shaft wells - 28 Tube wells - 4 Annual analysis of abstracted groundwater prior to its treatment under Annex 2 of Ordinance № 9 in the quality of water intended for drinking purposes and analysis under Annex 1 of Ordinance № 9 within the period for reframing the permit. GORNO PRAHOVO WS 7,70 1,00 2,10 4,10 48,10 20,67 0,03 0,90 0,01 25,00 40,00 10,00 0,00 23,00 5,00 0,03 10,00 0,02 0,01 0,02 15,00 0,00 SYSTEM DZHEBEL WS SYSTEM 8,00 0,10 1,70 5,80 90,18 15,81 0,02 0,80 0,00 30,00 40,00 15,00 0,00 25,00 10,00 0,02 5,00 0,01 0,00 0,01 0,00 0,02 PTICHAR WS SYSTEM 8,00 0,50 2,10 3,80 46,09 18,24 0,04 1,00 0,02 27,00 40,00 15,00 0,03 25,00 10,00 0,01 0,00 0,02 0,00 0,03 0,02 0,01 LEBED WS SYSTEM 7,80 0,50 2,10 2,00 26,05 8,51 0,02 0,06 0,01 25,00 30,00 10,00 0,03 22,00 10,00 0,02 5,00 0,01 0,00 0,01 10,00 0,00 MISHEVSKO WS SYSTEM 7,80 0,10 2,00 5,70 34,07 48,64 0,03 0,60 0,02 25,00 30,00 10,00 0,00 20,00 0,00 0,01 5,00 0,02 0,01 0,02 5,00 0,00 USTREN WS SYSTEM 7,10 0,50 1,70 2,10 30,06 8,51 0,04 1,30 0,02 27,00 30,00 15,00 0,01 20,00 5,00 0,01 5,00 0,02 0,02 0,01 10,00 0,01 OSTROVETS WS 7,50 0,50 2,30 3,80 46,09 18,24 0,03 0,09 0,02 24,00 40,00 15,00 0,00 30,00 0,00 0,02 5,00 0,00 0,00 0,03 0,00 0,02 SYSTEM FOTINOVO WS SYSTEM 7,60 0,50 2,00 3,70 40,08 20,67 0,04 0,09 0,02 27,00 20,00 15,00 0,00 26,00 10,00 0,02 5,00 0,03 0,01 0,02 0,01 0,02 KRILATITSA WS SYSTEM 7,40 0,10 2,20 4,90 40,08 35,26 0,03 0,07 0,02 25,00 30,00 10,00 0,00 29,00 10,00 0,02 0,00 0,01 0,02 0,01 10,00 0,01 BEKOVSKI WS SYSTEM 7,90 0,10 2,40 3,60 18,24 21,54 0,02 0,07 0,01 25,00 20,00 10,00 0,02 19,00 10,00 0,01 0,00 0,00 0,01 0,02 0,00 0,00 DRANGOVO WS SYSTEM 7,30 0,40 2,40 5,20 60,12 14,59 0,02 1,20 0,01 25,00 20,00 10,00 0,02 29,00 0,00 0,02 10,00 0,00 0,01 0,02 10,00 0,02 STOMANTSI WS SYSTEM 7,60 0,50 2,30 5,10 40,08 37,70 0,02 1,00 0,01 27,00 50,00 10,00 0,00 30,00 10,00 0,02 5,00 0,02 0,02 0,01 0,00 0,01 SEKIRKA WS SYSTEM 7,80 0,50 2,00 5,00 60,12 24,32 0,03 1,00 0,02 28,00 20,00 10,00 0,02 32,00 5,00 0,03 5,00 0,01 0,01 0,00 15,00 0,00 KRUMOVGRAD WS 7,40 1,00 2,00 7,80 108,22 29,18 0,02 1,00 0,01 28,00 30,00 15,00 0,02 21,00 0,00 0,01 0,00 0,01 0,01 0,01 0,00 0,00 SYSTEM ROGACH WS SYSTEM 8,40 0,50 1,70 6,00 74,15 27,97 0,03 0,06 0,02 20,00 30,00 15,00 0,01 29,00 0,01 0,01 10,00 0,01 0,00 0,02 10,00 0,01 AVREN WS SYSTEM 7,80 0,50 2,00 3,00 48,10 7,30 0,02 0,40 0,01 22,00 30,00 15,00 0,02 25,00 10,00 0,00 10,00 0,02 0,01 0,00 5,00 0,01 GOLYAM DEVISIL WS 7,80 0,10 1,70 6,00 66,13 32,83 0,03 0,30 0,02 21,00 40,00 10,00 0,00 20,00 10,00 0,00 5,00 0,01 0,10 0,02 10,00 0,01 SYSTEM

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 68 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali Iron Zinc Boron Nickel Nitrites Copper Nitrates Chrome Fluorine Calcium Turbidity Cyanides Chlorides Sulphates Aluminium Magnesium Manganese Phosphates Oxidisability Active reationActive AmmoniumIon Water Source/ "water use Total Hardness № conditions"

рН mg/l mgO2/l mg(Sum)gv/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l units

GOLYAMO KAMENYANE 7,80 0,20 2,10 7,00 64,13 46,21 0,01 0,40 0,00 25,00 40,00 10,00 0,01 20,00 10,00 0,02 0,00 0,00 0,01 0,03 5,00 0,01 WS SYSTEM CHERNICHEVO WS 7,80 0,50 2,00 3,20 50,16 8,53 0,02 0,09 0,00 24,00 40,00 5,00 0,00 30,00 10,00 0,00 5,00 0,01 0,01 0,00 0,00 0,01 SYSTEM BRYAGOVETS WS

SYSTEM GORNA KULA WS 8,00 0,50 2,00 2,80 46,09 4,86 0,01 0,09 0,00 21,00 30,00 10,00 0,01 30,00 0,00 0,01 10,00 0,02 0,03 0,02 5,00 0,01 SYSTEM ZLATOLIST WS SYSTEM 8,00 0,50 2,00 3,00 52,10 4,86 0,00 0,30 0,00 20,00 10,00 10,00 0,01 30,00 0,00 0,02 0,00 0,02 0,01 0,01 5,00 0,01 KANDILKA WS SYSTEM 8,10 0,50 2,00 5,80 48,10 41,34 0,02 0,30 0,01 25,00 40,00 10,00 0,00 20,00 10,00 0,02 0,00 0,01 0,00 0,02 10,00 0,00 LESHTARKA WS SYSTEM 8,20 0,20 2,00 5,20 64,13 24,32 0,01 0,30 0,01 20,00 40,00 10,00 0,01 20,00 0,00 0,00 10,00 0,01 0,02 0,01 0,00 0,01 PASHINTSI WS SYSTEM 8,20 0,10 2,00 4,40 60,12 17,02 0,02 0,09 0,01 24,00 40,00 15,00 0,00 30,00 10,00 0,00 5,00 0,00 0,01 0,00 5,00 0,00 STUDEN KLADENETS 8,20 0,20 2,00 2,00 30,06 6,08 0,02 0,40 0,01 20,00 40,00 10,00 0,02 29,00 10,00 0,00 0,00 0,00 0,01 0,01 5,00 0,01 STRANDZHEVO WS 7,80 1,20 2,00 5,80 68,14 29,18 0,01 0,80 0,00 25,00 30,00 10,00 0,02 20,00 5,00 0,01 0,00 0,02 0,01 0,01 5,00 0,00 SYSTEM TOPOLKA WS SYSTEM 8,20 0,20 2,10 5,10 62,12 24,32 0,02 0,30 0,01 20,00 30,00 10,00 0,01 21,00 0,00 0,01 10,00 0,00 0,01 0,02 0,00 0,01 ZVANARKA WS SYSTEM 7,80 0,50 1,60 5,60 60,12 31,62 0,02 0,09 0,01 26,00 30,00 10,00 0,01 25,00 10,00 0,02 5,00 0,01 0,02 0,01 10,00 0,00 LULICHKA WS SYSTEM 8,20 0,50 2,00 5,00 60,12 24,32 0,03 0,40 0,01 22,00 30,00 10,00 0,02 2,50 0,00 0,02 5,00 0,02 0,00 0,01 10,00 0,01 BELI PLAST WS GROUP 7,20 1,00 2,30 6,60 96,19 18,24 0,01 0,04 0,00 28,00 50,00 10,00 0,01 24,00 0,00 0,02 5,00 0,01 0,00 0,02 10,00 0,00 BOYNO WS SYSTEM 7,80 0,50 1,70 5,00 70,14 18,24 0,02 0,40 0,01 26,00 60,00 10,00 0,01 24,00 10,00 0,02 5,00 0,01 0,02 0,02 10,00 0,01 VOLOVARTSI WS 7,10 0,80 2,70 6,00 80,20 24,00 0,01 0,90 0,00 31,00 50,00 10,00 0,01 27,00 5,00 0,01 0,00 0,01 0,02 0,02 5,00 0,01 SYSTEM GORNA KREPOST WS 7,20 0,50 1,40 3,60 74,15 24,32 0,01 0,08 0,01 24,00 20,00 10,00 0,01 25,00 5,00 0,02 5,00 0,01 0,02 0,01 10,00 0,01 SYSTEM KOBILYANE WS SYSTEM 7,00 1,00 1,50 5,00 90,18 6,08 0,04 0,40 0,02 26,00 70,00 15,00 0,03 20,00 10,00 0,02 5,00 0,01 0,01 0,02 5,00 0,01 OHLYUVETS WS 7,80 1,20 1,90 6,00 60,12 36,48 0,02 1,80 0,01 40,00 40,00 5,00 0,01 33,00 10,00 0,02 0,00 0,02 0,01 0,02 0,00 0,01 SYSTEM RANI LIST WS SYSTEM 7,60 0,50 2,00 5,00 56,11 26,75 0,04 0,50 0,03 29,00 30,00 15,00 0,03 33,00 10,00 0,02 5,00 0,01 0,01 0,03 5,00 0,01 SKALNA GLAVA WS 7,90 1,00 1,90 4,40 40,08 29,18 0,02 0,30 0,01 30,00 30,00 10,00 0,02 33,00 5,00 0,02 5,00 0,01 0,01 0,03 5,00 0,01 SYSTEM STREMTSI WS SYSTEM 7,00 1,00 1,50 5,00 75,15 15,81 0,02 0,09 0,01 26,00 20,00 15,00 0,01 28,00 5,00 0,02 5,00 0,01 0,02 0,01 10,00 0,01 SHIROKO POLE WS 7,60 0,50 1,90 4,60 60,12 19,46 0,03 0,30 0,02 25,00 50,00 10,00 0,03 23,00 0,00 0,01 5,00 0,02 0,01 0,01 0,00 0,01 SYSTEM

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 69 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali Iron Zinc Boron Nickel Nitrites Copper Nitrates Chrome Fluorine Calcium Turbidity Cyanides Chlorides Sulphates Aluminium Magnesium Manganese Phosphates Oxidisability Active reationActive AmmoniumIon Water Source/ "water use Total Hardness № conditions"

рН mg/l mgO2/l mg(Sum)gv/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l units

KONEVO WS SYSTEM 7,60 1,00 2,00 6,20 112,22 7,30 0,04 1,40 0,02 24,00 40,00 10,00 0,04 29,00 0,00 0,02 0,00 0,01 0,01 0,03 5,00 0,01 CHIFLIK WS SYSTEM 7,00 0,20 1,90 4,70 64,13 18,24 0,02 0,90 0,01 25,00 20,00 10,00 0,01 23,00 10,00 0,02 0,00 0,01 0,02 0,02 5,00 0,00 PEREPEREK WS 7,10 0,30 2,20 4,30 56,11 18,24 0,03 0,09 0,02 25,00 20,00 10,00 0,02 23,00 10,00 0,01 0,00 0,02 0,02 0,01 0,00 0,01 SYSTEM MILADINOVO WS 7,50 0,50 2,10 7,00 112,22 26,75 0,01 1,00 0,01 30,00 20,00 20,00 0,02 30,00 10,00 0,02 5,00 0,01 0,02 0,01 5,00 0,01 SYSTEM MOST WS SYSTEM 7,90 0,10 2,20 5,50 68,14 24,32 0,01 0,90 0,00 29,00 10,00 10,00 0,00 23,00 0,00 0,01 0,00 0,02 0,00 0,01 0,00 0,01 MURGOVO WS SYSTEM 7,20 0,50 1,60 3,20 50,16 8,51 0,02 0,06 0,01 25,00 10,00 10,00 0,01 22,00 10,00 0,01 5,00 0,01 0,02 0,02 10,00 0,01 YASTREB WS SYSTEM ZAGORSKO WS SYSTEM 8,00 0,30 1,90 2,60 52,10 10,94 0,02 0,90 0,01 29,00 50,00 10,00 0,01 30,00 5,00 0,02 5,00 0,02 0,01 0,03 10,00 0,01 NANOVITSA WS SYSTEM 8,20 0,10 2,20 3,70 46,09 17,02 0,00 0,90 0,00 24,00 40,00 10,00 0,01 26,00 10,00 0,00 5,00 0,02 0,01 0,02 10,00 0,00 BALABANOVO WS 8,00 0,30 2,30 5,90 58,12 36,48 0,02 1,00 0,01 25,00 30,00 10,00 0,02 29,00 5,00 0,02 0,00 0,00 0,01 0,01 0,00 0,01 SYSTEM KARAMFIL WS SYSTEM ZVEZDEL WS SYSTEM SEDEFCHE WS SYSTEM 8,00 0,90 1,90 3,60 66,13 42,56 0,02 1,00 0,01 29,00 40,00 10,00 0,02 30,00 10,00 0,02 5,00 0,02 0,01 0,02 0,00 0,00 CHERNOOCHENE WS 7,60 0,50 2,20 6,20 52,10 43,78 0,02 0,09 0,01 29,00 20,00 10,00 0,01 29,00 10,00 0,01 0,00 0,01 0,02 0,02 5,00 0,00 SYSTEM GABROVO WS SYSTEM 7,60 0,30 1,90 3,90 40,08 23,10 0,01 0,07 0,00 30,00 30,00 10,00 0,01 30,00 0,00 0,02 5,00 0,02 0,01 0,02 5,00 0,01 PANICHKOVO WS 8,20 0,90 2,10 1,10 16,03 3,65 0,03 0,00 0,02 22,00 30,00 10,00 0,01 27,00 0,00 0,02 5,00 0,01 0,00 0,02 10,00 0,01 SYSTEM PCHELAROVO WS 8,40 0,50 1,80 5,30 76,15 18,24 0,00 1,00 0,00 25,00 20,00 0,00 0,00 30,00 10,00 0,05 0,00 0,01 0,00 0,02 0,00 0,00 SYSTEM LYASKOVO WS SYSTEM 7,80 0,20 2,10 4,20 52,10 20,67 0,01 0,09 0,00 29,00 30,00 10,00 0,01 30,00 10,00 0,01 0,00 0,02 0,02 0,01 5,00 0,01

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 70 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 3-5 WATER MONITORING

The EU Drinking Water Directive (98/83/EC) sets quality standards for drinking water quality at the tap (microbiological, chemical and organoleptic parameters) and the general obligation that drinking water must be wholesome and clean. Annex 1, Part A determines microbiological parameters, part B chemical parameters and part C is required only for monitoring purposes.

The EU Drinking Water Directive is transposed in Bulgaria through a number of statutory documents, where the main one concerning water quality parameters, is Ordinance № 9/16.03.2001.

A water quality monitoring system is established in the regional water company i.e. ViK OOD – Kardzhali, which corresponds to the requirements of Ordinance № 9. The state water quality monitoring system includes regional environmental authorities (RIEW), operating within the Ministry of Environment and Water and health authorities (RHI), operating within the Ministry of Health. Additional operational monitoring is conducted by the Ministry of Regional Development and Public Works as a principal of the regional water company.

To identify the ecological and chemical status of surface water, physico-chemical monitoring is carried out in the following points of the designated territory:

• Varbitsa River at the village of Varli Dol;

• Kumovitsa River – before the mounth;

• Byala River – the village of Meden Buk;

• Kardzhali Dam;

• Studen Kladenets Dam - wall.

14 points for operational monitoring are identified on the territory controlled by Haskovo RIEW in 2011 - 11 on rivers and 3 on dams, and the study area of Kardzhali District includes the following points:

• Arda River upstream of Kardzhali Dam;

• Arda River downstream of the town of Kardzhali;

• Arda River downstream of Studen Kladenets Dam (bridge of the villages Potochnitsa and Rabovo);

• Varnitsa River upstream of Studen Kladenets Dam;

• Byala River before the border;

• Studen Kladenets Dam – middle part;

• Studen Kladenets Dam – tail.

Microbiological and physico-chemical monitoring is carried out in these points in order to determine the ecological and chemical status of surface water.

The most significant polluter of surface water bodies in the area of Haskovo RIEW are the sewerage systems of the settlements. At the end of 2010, the deadline for

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 71 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

construction of UWWTPs in settlements with more than 10,000 inhabitants has expired. On the territory of ViK OOD-Kardzhali, this is Kardzhali agglomeration. By the end of 2014, UWWTPs should be constructed for settlements with between 2,000 and 10,000 PE - Momchilgrad Krumovgrad, Ardino Dzhebel and the village of Benkovski (Kirkovo Municipality). However, the construction of WWTP has not been started for any of them. Wastewater from these settlements is still discharged into receiving rivers without being treated.

The deterioration of water bodies in many cases is due to discharge of wastewater as a result of business activity.

The following table provides more data on domestic and industrial wastewater as a source of surface water pollution.

Table 1 – Domestic and industrial wastewater – source of pollution. Volume of Wastewater Pollution load discharged discharged into Assessment in compliance with Source of into River Basin receiving water the wastewater discharge permit Pollution receiving body (degree of treatment) water body [million [kg BOD/year] m³/year] The town of Not treated. Kardzhali UWWTP Kardzhali – 3.53 1,641,613 is to be constructed. Arda River urban collector Kardzhali Lead and Zinc Works, Industry 1.11 No data Gorubso, Bentonit, etc. LWWTP The town of Not treated. Momchilgrad 0.528 247,005 Momchilgrad WWTP is to be constructed. Varbitsa River The village of Not treated. WWTP is to be 0.114 43,817 Benkovski constructed. Ardinska The town of Not treated. Ardino WWTP is to 0.246 109,390 River Ardino be constructed.

Krumovitsa The town of 0.377 Not treated. Krumovgrad WWTP River 160,577 is to be constructed. Krumovgrad Dzhebelska The town of Not treated. Dzhebel WWTP is 0.180 94,831 River Dzhebel to be constructed. No studies on the quality and Domestic solid quantity of infiltrated water. The No data No data waste landfill existing landfills are subject to closure Agriculture No data No data No data

For established violations - lack of treatment facilities, poorly functioning wastewater treatment plants, non-observance of the standards in the discharge permits, etc.., the responsible legal entities have been fined and issued penalty orders.

Excess values of the analysed parameters were found during inspection and periodic sampling of wastewater: meat processing plant - Musan OOD, the village of Valkovich, Dzhebel Municipality, industrial factory for rubber products - Teklas Bulgaria AD, Kardzhali, S&B Industrial Minerals AD, Kardzhali, Goroubso Kardzhali

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 72 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

AD, Tufi Story OOD, Kardzhali, Izvor AM OOD, Delyo Voyvoda Milk OOD - dairy, the village of Dobromirtsi, Kirkovo Municipality.

The largest number of warnings and complaints for water pollution received by Haskovo RIEW are related to the activity of brandy stills and animal farms located both in towns and villages.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 73 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master PLAN for ViK OOD - Kardzhali

APPENDIX 3-6 WATER SUPPLY SYSTEMS

Table 1 – Pump-fed water supply systems

Pump-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011,/m3/

The village of Zhitnitsa 248 14,890 37 VODACH WSS The village of Vodach 311 12,930 The town of Ardino** 3493 357,000 38 ARDINO WSS The village of Dyadovtsi 392 3,786 PRAVDOLYUB WS 39 GROUP - - - 40 BYAL IZVOR WSS The village of Byal Izvor 1646 83,500 The village of Enyovche 155 8,500 41 ZHALTUSHA WSS The village of Zhaltusha 982 30,000 The village of Sedlartsi 94 7,000 The village of Diamandovo - - 42 DIAMANDOVO WSS The village of Padina 982 6,000 The village of Komuniga 1184 60,781 43 KOMUNIGA WSS The village of Lyaskovo 657 0 The village of Minzuhar 480 12,548 The village of Devintsi 129 5,000 44 POSTNIK TEKE WSS The village of Postnik 231 9,071 The village of Kayaloba 210 14,500 The village of Kitna 214 28,000 45 GORSKI IZVOR WSS The village of Mogilyane 275 28,000 The village of Gorski Izvor 670 2,500 The village of Gorno Prahovo 475 14,000 46 GORNO PRAHOVO WSS The village of Stoyanovo - - The village of Brezen 213 6,400 The village of Yabalkovets 200 3,700 The town of Dzhebel** 3093 153,450 47 DZHEBEL WSS The village of Paprat 143 3,800 The village of Tyutyunche 103 3,090 The village of Velikdenche 102 4,650 The village of Valkovich 139 19,400 The village of Dushinkovo 104 5,300 The village of Ilyisko 141 4,600 48 PTICHAR WSS The village of Kozitsa 143 4,000 The village of Mrezhichko 105 3,900 The village of Ovchevo 53 1,900 The village of Plazishte 173 6,000

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Pump-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011,/m3/

The village of Podvrah 104 4,500 The village of Polyanets 126 5,450 The village of Rogozare 76 4,150 The village of Rogozche 103 4,800 The village of Skalina 56 2,550 The village of Slanchogled 211 7,800 The village of Chakaltsi 63 2,500 The village of Ridino 317 8,530 The village of Kamenets 34 1,385 The village of Gorsko Dyulevo 83 4,010 The village of Ptichar 255 15,940 The village of Lebed 35 90 49 LEBED WSS The village of Pripek 907 19,920 50 MISHEVSKO WSS The village of Mishevsko 323 9,400 51 USTREN WSS The village of Ustren 230 3,320 The village of Ostrovets 342 3,352 The village of Podkova 357 39,500 52 OSTROVETS WSS The village of Stareyshino 86 10,500 The village of Chorbadzhyisko 1964 198,500 The village of Shoptsi 391 42,500 The village of Dyulitsa 273 16,000 The village of Karchovsko 178 35,000 The village of Metlichina 162 12,000 The village of Samodiva 284 35,000 53 FOTINOVO WSS The village of Iskril - - The village of Fotinovo 850 88,024 The village of Varben 500 36,000 The village of Parvitsa 353 38,000 The village of Kirkovo 724 154,032 The village of Krilatitsa 173 8,000 54 KRILATITSA WSS The village of Domishte 401 26,500 The village of Zavoya 351 20,500 The village of Benkovski** 2121 149,000 The village of Dedets 55 12,000 The village of Dobromirtsi 359 39,000 55 BENKOVSKI WSS The village of Dryanova Glava 58 12,517 The village of Rastnik 114 24,000 The village of Medevtsi 47 6,500

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Pump-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011,/m3/

The village of Zagorski 43 4,500 The village of Zdravchets 156 11,000 The village of Maglene 59 14,000 The village of Parventsi 24 4,500 The village of Yanino 33 1,517 The village of Erovete 101 8,000 56 DRANGOVO WSS The village of Drangovo 1104 34,700 57 STOMANTSI WSS The village of Stomantsi 229 26,000 The village of Sekirka 31 0 The village of Dzherovo 335 15,000 The village of Dryzhintsi 332 13,000 The village of Chekalarovo - - 58 SEKIRKA WSS The village of Shumnatitsa 474 9,500 The village of Malkoch 299 3,000 The village of Starovo 312 5,500 The village of Tihomir 1335 26,909 The town of Krumovgrad** 5070 398,600 The village of Vransko 683 26,600 The village of Polkovnik 59 KRUMOVGRAD WSS Zhelyazovo 601 16,500 The village of Kamenka 50 43,200 The village of Edrino 278 700 The village of Ovchari 142 36,500 The village of Rogach 291 21,300 The village of Slivarka 334 12,300 The village of Gulyika 126 7,400 60 ROGACH WSS The village of Dazhdovnik 61 1,900 The village of Pelin 504 9,200 The village of Podrumche 388 8,900 61 AVREN WSS The village of Avren 385 18,400 The village of Golyam Devisil 148 7,300 The village of Malak 62 GOLYAM DEVISIL WSS Devisil 357 16,500 The village of Devisilitsa - - The village of Devisilovo - - The village of Golyamo GOLYAMO KAMENYANE 63 Kamenyane 190 10,700 WSS The village of Guliya 65 2,200 64 CHERNICHEVO WSS The village of Chernichevo 346 12,300 65 BRYAGOVETS WSS The village of Bryagovets 143 4,200 66 GROAN KULA WSS The village of Gorna Kula 327 17,100

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Pump-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011,/m3/

67 ZLATOLIST WSS The village of Zlatolist 92 4,900 The village of Golyama Chinka 213 5,800 68 KANDILKA WSS The village of Sarnak 131 3,400 The village of Kandilka 165 8,200 69 LESHTARKA WSS The village of Leshtarka 202 7,300 70 PASHINTSI WSS The village of Pashintsi 463 6,400 The village of Studen STUDEN KLADENETS Kladenets 122 3,800 71 WSS The village of Potocharka 137 7,200 The village of Potochnitsa 258 7,200 72 STRANDZHEVO WSS The village of Strandzhevo 587 28,900 73 TOPOLKA WSS The village of Topolka 66 1,800 74 ZVANARKA WSS The village of Zvanarka 589 19,300 The village of Lulichka 226 10,400 The village of Egrek 615 13,656 75 LULICHKA WSS The village of Buk 279 1,400 The village of Krasino 67 1,800 The village of Stari Chal 49 2,700 76 BELI PLAST WS GROUP The village of Beli Plast 367 19,590 The village of Boyno 348 22,250 77 BOYNO WSS The village of Kokoshane 26 2,640 78 VOLOVARTSI WSS The village of Volovartsi 62 2,000 The village of Gorna Krepost 241 32,748 79 GROAN KREPOST WSS Dolna Krepost area 148 12,142 The village of Lyulyakovo 305 42,309 80 KOBILYANE WSS The village of Kobilyane 278 3,896 The village of Ohlyuvets 222 9,069 81 OHLYUVETS WSS The village of Chilik 208 8,296 82 RANI LIST WSS The village of Rani List 714 34,170 The village of Skalna 83 SKALNA GLAVA WSS Glava 128 7,635 The village of Stremovo 192 14,406 The village of Stremtsi 603 66,579 84 STREMTSI WSS The village of Tri Mogili 315 18,045 The village of Sokolyane 266 20,569 85 SHIROKO POLE WSS The village of Shiroko Pole 756 77,948 The village of Byala Polyana 110 3,855 86 KONEVO WSS The village of Konevo 259 8,440 The village of Dolishte 77 1,665

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Pump-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011,/m3/

The village of Chiflik 371 34,221 87 CHIFLIK WSS The village of Visoka Polyana 274 15,420 The village of Perperek 706 47,160 88 PERPEREK WSS The village of Gnyazdovo 54 4,004 The village of Kaloyantsi 347 40,549 89 MILADINOVO WSS The village of Miladinovo 457 23,060 The village of Most 697 7,625 90 MOST WSS The village of Chereshitsa 276 55,380 91 MURGOVO WSS The village of Murgovo 301 21,438 The village of Yastreb 354 12,540 92 YASTREB WSS The village of Kostino 256 5,800 The village of Skalishte 266 6,500 The town of Momchilgrad** 7831 1,138,383 The village of Bagryanka 318 9,029 93 ZAGORSKO WSS The village of Chukovo 191 20,884 The village of Sokolino 455 14,620 The village of Zagorsko 149 5,010 The village of Nanovitsa 478 17,730 94 NANOVITSA WSS The village of Neofit Bozvelievo 334 12,800 The village of Balabanovo 110 7,280 95 BALABANOVO WSS The village of Varhari 140 8,560 The village of Karamfil 301 14,380 96 KARAMFIL WSS The village of Sindeltsi 311 11,576 The village of Chayka 230 10,746 The village of Zvezdel 491 21,400 The village of Austa 206 6,510 97 ZVEZDEL WSS The village of Dzhelepsko 213 11,400 The village of Pazartsi 171 5,200 98 SEDEFCHE WSS The village of Sedefche 173 4,680 99 RAVEN WSS The village of Raven 343 9,590 The village of Chernoochene 316 58,840 The village of Bakalite 91 2,076 100 CHERNOOCHENE WSS The village of Kableshkovo 204 15,235 The village of Pryaporets 212 15,240 The village of Draganovo 172 11,415 The village of Srednevo 193 3,534 101 GABROVO WSS The village of Gabrovo 658 39,270 102 PANICHKOVO WSS The village of Panichkovo 384 20,910

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Pump-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011,/m3/

The village of Yonchevo 148 2,180 103 PCHELAROVO WSS The village of Pchelarovo 142 32,865 104 LYASKOVO WSS The village of Lyaskovo 657 0 The village of Enchets 341 11,000 1.1* ENCHETS WS GROUP The village of Zelenikovo 322 11,000 The village of Brosh 170 35,000 The village of Blenika 190 5,500 DAZHDOVNITSA WS The village of 1.2* GROUP ІІ nd uplift Dazhdovnitsa 136 5,000 The village of Penyovo 177 7,600 1.3* TSAREVETS WS GROUP The village of Tsarevets 223 11,000 KALINKA WS GROUP- 1.4* ІІ nd uplift The village of Kalinka 180 10,000 The village of Sipey 444 20,000 The village of Skarbino 118 5,000 1.5* BAYKAL WS GROUP The village of Nevestino 116 4,000 Solishte 279 12,000 The village of Zimzelen 110 - BIRENA FABRIKA WS The village of Ayrovo 617 22,000 1.6* GROUP The village of Opalchensko 937 3,220 OPALCHENSKO WS The village of Opalchensko 1.7* GROUP - ІІ nd uplift – high zone - - The village of Prileptsi- 1.8* PRILEPTSI WS GROUP high zone - - 1.9* PETLINO WS GROUP The village of Petlino 298 25,000 The village of Dazhdino 346 12,000 1.10* DAZHDINO WS GROUP The village of Makedontsi 124 4,000 MAKEDONTSI WS 1.11* GROUP - ІІ nd uplift The village of Makedontsi 124 4,000 The village of Rani List 714 34,170 1.12* RANI LIST WS GROUP The village of Ivantsi 146 2,000 Borovets quarter - high 1.13* MTS WS GROUP zone - - 1.14* SEDLOVINA WS GROUP The village of Sedlovina 295 10,000

Note: * Pump-fed water supply systems (subsystems) to Borovitsa Dam Water Supply System

** Towns with a population of over 2,000 inhabitants are outlined in detail in the main report under item 3.4.

Table 2 – Gravity-fed water supply systems

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Gravity-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011, /m3/

The town of Kardzhali 43,880** 4,148,265

The town of Momchilgrad 7,831** 1,138,383

The village of Svoboda 114 3600

The village of Gruevo 715 25,669

The village of Sedlari 192 14,384

The village of Vishegrad 372 0

The village of Gluhar 922 50,000 The village of Krayno Selo 169 5,000 1 BOROVITSA DAM WSS The village of Nenkovo 129 4,500

The village of Ostrovitsa 285 8,000

The village of Pepelishte 270 10,000

The village of Propast 101 4,000

The village of Rezbartsi 696 30,000 The village of Prileptsi- low zone - -

The village of Glavatartsi 11 8,000

The village of Sredinka 218 5,000

2 GARBISHTE WSS The village of Garbishte 163 350 The village of 3 YABALKOVETS WSS Yabalkovets 200 3,700

4 BREZEN WSS The village of Brezen 213 6,400

5 BOROVITSA WSS The village of Borovitsa 249 0 The village of Gorno 6 FORNO KIRKOVO WSS Kirkovo 521 0

7 DZHEROVO WSS The village of Dzherovo 335 15,000

8 DRUZHINTSI WSS The village of Druzhintsi 332 13,000 The village of 9 CHAKALAROVO WSS Chekalarovo - - The village of 10 SHTUMNATITSA WSS Shumnatitsa 474 9,500

11 MALKOCH WSS The village of Malkoch 299 3,000

12 STAROVO WSS The village of Starovo 312 5,500

13 TIHOMIR WSS The village of Tihomir 1335 26,909

14 EGREK WSS The village of Egrek 615 13,656

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Gravity-fed water supply systems

Water quantity № Water supply system Settlements Population produced in 2011, /m3/

15 LIMETS WSS The village of Limets 57 1,600

16 MALKO KAMENYANE WSS с.Малко Каменяне 48 1,000

17 BUK WSS The village of Buk 279 1,400

18 KRASINO WSS The village of Krasino 67 1,800

19 STARI CHAL WSS The village of Stari Chal 49 2,700

20 GASKOVO WSS The village of Gaskovo 102 2,000

21 KOSTINO WSS The village of Kostino 256 5,800

22 SKALISHTE WSS The village of Skalishte 266 6,500

23 KOKICHE WSS The village of Kokiche 106 500

24 RUDINA WSS The village of Rudina 173 6,000

25 SESTRINSKO WSS The village of Sestrinsko 96 2,800 The village of Strahil 26 STRAHIL VOYVODA WSS Voyvoda 104 0

27 LALE WSS The village of Lale 250 6,820

28 BELI VIR WSS The village of Beli Vir 382 4,572

29 BOZHURTSI WSS Bozhurtsi area 248 2,795 The village of Barza 30 BARZA REKA WSS Reka 50 464

31 DASKALOVO WSS The village of Daskalovo 361 8,116

32 DYADOVSKO WSS The village of Dyadovsko 392 3,786

33 KANYAK WSS The village of Kanyak 204 1,025

34 PATITSA WSS The village of Patitsa 170 2,170

35 SREDNEVO WSS The village of Srednevo 193 3,534 The village of 36 YABALCHENE WSS Yabalchane 157 2,172

Note:

* Pump-fed water supply systems (subsystems) to Borovitsa Dam Water Supply System

** Towns with a population of over 2,000 inhabitants are outlined in detail in the main report under item 3.4.

February 2014 Seureca – SCE – Hidroproekt – Arcadia Engineering 81 Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

APPENDIX 3-7 WATER BALANCE

Table 1 Water balance of ViK Kardzhali in 2011

IWA Water Balance

Billed Metered Billed Consumption /A/ - 5,059,738 Authorised (m3/year) [A] m3/year Authorised Consumption 5,059,738 Revenue Water Consumption (m3/year) Billed Unmetered /B/ - 0 m3/year (m3/year) 5,059,738 Consumption (m3/year) [B] Unbilled Metered 5,059,738 Unbilled Consumption m3/year Authorised (m3/year) [C] Consumption Unbilled Unmetered (m3/year) Consumption Total drinking (m3/year) [D] water Theft (m3/year) [E] Commercial produced 427,666 Losses (system input) Metering (m3/year) (m3/year) Inaccuracies 503,133 [Q] (m3/year) [F] m3/year 75,467 Non-Revenue (lost) 10,091,067 Leakage on Trunk water m3/year Water Losses and Transmission (m3/year) Mains (m3/year) [G] 5,031,329 m3/year 1,132,049 m3/year* Leakage at 5,031,329 Real Losses Overflows and m3/year (m3/year) Storage Tanks 4,528,196 (m3/year) [H] m3/year 905,639 m3/year* Leakage on Service Connections to Customers (m3/year) [I] 2,490,508 m3/year*

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Table 2 Water balance of the town of Kardzhali in 2011

IWA Water Balance

Billed Billed Metered Authorised Consumption /A/ - 1,991,789 Consumption (m3/year) [A] m3/year Authorised (m3/year) Billed Unmetered Revenue Water Consumption 1,991,789 Consumption /B/ - 0 m3/year (m3/year) m3/year (m3/year) [B]

Unbilled Metered

Consumption 1,991,789 Unbilled Authorised (m3/year) [C] m3/year Consumption Unbilled Unmetered (m3/year) Consumption Total drinking (m3/year) [D] water Commercial Theft (m3/year) [E] produced Losses Metering Inaccuracies (system input) m3/year) (m3/year) [F] (m3/year) 215,648 [Q] m3/year Non-Revenue (lost) 4 148 Leakage on Trunk and water 265m3/year Water Losses Transmission Mains (m3/year) (m3/year) [G] 2,156,476 m3/year 485,207 m3/year* Leakage at Overflows Real Losses 2,156,476 and Storage Tanks (m3/year) m3/year (m3/year) [H] 1,940,828 388,166 m3/year* m3/year Leakage on Service Connections to Customers (m3/year) [I] 1,067,455 m3/year*

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Table 3 Water balance of the town of Momchilgrad in 2011

IWA Water Balance

Billed Billed Metered Authorised Consumption /A/ - 360,443 Consumption (m3/year) [A] m3/year Authorised (m3/year) Billed Unmetered Revenue Water Consumption 360,443 Consumption /B/ - 0 m3/year (m3/year) m3/year (m3/year) [B]

Unbilled Metered

Unbilled Consumption 360,443 (m3/year) [C] m3/year Authorised Consumption Unbilled Unmetered (m3/year) Consumption Total drinking (m3/year) [D] water Commercial Theft (m3/year) [E] produced Losses (system input) Metering Inaccuracies (m3/year) (m3/year) (m3/year) [F] 77,794 m3/year [Q] Non-Revenue (lost) 1,138,383 Leakage on Trunk and Transmission Mains water m3/year Water Losses (m3/year) [G] 777,940 m3/year (m3/year) 175,037m3/year*

Leakage at Overflows Real Losses and Storage Tanks 777,940 (m3/year) (m3/year) [H] m3/year 700,146 140,029 m3/year* m3/year Leakage on Service Connections to Customers (m3/year) [I] 385,080 m3/year*

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Table 4 Water balance of the town of Krumovgrad in 2011

IWA Water Balance

Billed Billed Metered Authorised Consumption (m3/year) /A/ -240,561 Consumption [A] m3/year Authorised (m3/year) Billed Unmetered Revenue Water Consumption 240,561 Consumption /B/ - 0 m3/year (m3/year) m3/year (m3/year) [B]

Unbilled Metered

Unbilled Consumption 240,561 Authorised (m3/year) [C] m3/year Consumption Unbilled Unmetered Total drinking (m3/year) Consumption water (m3/year) [D] produced Commercial Theft (m3/year) [E] (system input) Losses Metering Inaccuracies (m3/year) (m3/year) (m3/year) [F] [Q] 15,804 m3/year Non-Revenue (lost) Leakage on Trunk and water 398, 600 Transmission Mains Water Losses m3/year (m3/year) [G] (m3/year) 158,039 m3/year 35,559 m3/year*

Leakage at Overflows Real Losses and Storage Tanks 158,039 (m3/year) (m3/year) [H] m3/year 142,235 28,447 m3/year* m3/year Leakage on Service Connections to Customers (m3/year) [I] 78,229 m3/year*

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Table 5 Water balance of the town of Ardino in 2011

IWA Water Balance

Billed Metered Consumption (m3/year) Billed Authorised /A/ - 140,171 [A] Consumption m3/year Authorised 140,171 m3/year (m3/year) Revenue Water Consumption Billed Unmetered 140,171 m3/year /B/ - 0 m3/year (m3/year) Consumption (m3/year) [B] Unbilled Metered 140,171 Unbilled Consumption (m3/year) m3/year Authorised [C] Consumption Unbilled Unmetered Total drinking (m3/year) Consumption (m3/year) water [D] produced Commercial Theft (m3/year) [E] (system input) Losses Metering Inaccuracies (m3/year) (m3/year) (m3/year) [F] [Q] 21,683 m3/year 357,000 Non-Revenue (lost) Leakage on Trunk and m3/year water Water Losses Transmission Mains 216,829 m3/year (m3/year) (m3/year) [G] 48,787 m3/year* Leakage at Overflows Real Losses 216,829 and Storage Tanks (m3/year) m3/year (m3/year) [H] 195,146 m3/year 39,029 m3/year* Leakage on Service Connections to Customers (m3/year) [I] 107,330 m3/year*

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Table 6 Water balance of the town of Dzhebel in 2011

IWA Water Balance

Billed Billed Metered Authorised Consumption /A/ - 140,009 Consumption (m3/year) [A] m3/year Authorised (m3/year) Billed Unmetered Revenue Water Consumption 140,009 Consumption /B/ - 0 m3/year (m3/year) m3/year (m3/year) [B]

Unbilled Metered 140,009 Unbilled Consumption m3/year Authorised (m3/year) [C] Consumption Unbilled Unmetered (m3/year) Consumption Total drinking (m3/year) [D] water produced Commercial Theft (m3/year) [E] (system input) Losses Metering Inaccuracies (m3/year) (m3/year) (m3/year) [F] [Q] 1,344 m3/year 153,450 Leakage on Trunk and Non-Revenue (lost) Transmission Mains water m3/year Water Losses (m3/year) [G] 13,441 m3/year (m3/year) 3,024 m3/year*

Leakage at Overflows

Real Losses and Storage Tanks 13,441 (m3/year) (m3/year) [H] m3/year 12,097 m3/year 2,419 m3/year* Leakage on Service Connections to Customers (m3/year) [I] 6,653 m3/year*

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Table 7 Water balance of the village of Benkovski in 2011 IWA Water Balance

Billed Metered Billed Consumption Authorised /A/ -78,295 m3/year (m3/year) [A] Authorised Consumption Revenue Water Billed Unmetered Consumption (m3/year) /B/ - 0 m3/year Consumption (m3/year) 78,295 m3/year (m3/year) [B]

Unbilled Metered

Consumption 78,295 Unbilled Authorised (m3/year) [C] m3/year Consumption Unbilled Unmetered (m3/year) Consumption Total drinking (m3/year) [D] water Commercial Theft (m3/year) [E] produced Losses (system input) Metering Inaccuracies (m3/year) (m3/year) (m3/year) [F] 7,071,m3/year [Q] 149,000 Leakage on Trunk and Non-Revenue (lost) Transmission Mains water m3/year Water Losses (m3/year) [G] 70,705 m3/year (m3/year) 15,909 m3/year*

Leakage at Overflows

Real Losses and Storage Tanks 70,705 (m3/year) (m3/year) [H] m3/year 63,634 m3/year 12,727 m3/year* Leakage on Service Connections to Customers (m3/year) [I] 34,999 m3/year*

*NOTE: For the purposes of water balance analysis, the Consultant has assumed percentage distribution of technical losses as follows:

• Real losses in internal water distribution pipelines – 25 % of Technical losses (m3/year); • Real losses in service connections – 55 % of Technical losses (m3/year) • Real losses from overflows at pressure reservoirs - 20 % of Technical losses (m3/year).

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APPENDIX 3-8 PRIORITY PROJECTS OF ARDINO MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Project Need to update Projected № by Population as per Short description of investment readiness, project Settlement/s Expected Outcome Budget priority NSI data, 2011 measures year of documentation (BGN) preparation (Yes/No) 1. Village of 1,646 Construction, reconstruction Modernization of sewerage Detailed No 5,776,000 Byal Izvor and rehabilitation of sewerage network in the village of Byal Izvor. Designs networks and facilities as well Its implementation will result in 2008 as a WWTP in the village of construction of 6,300 linear meters Byal Izvor. of sewerage network with pipes having a diameter of ø300 in the village.

2. Village of 1,646 Construction, reconstruction Modernization of water supply Detailed No 1,250,000 Byal Izvor and rehabilitation of water network in the village of Byal Izvor: Designs supply networks and facilities Section 1- 2008 in the village of Byal Izvor. Village of Byal Izvor - Diamandovo; Section 2- High zone; Section 3- Low zone; Its implementation will result in construction of 2,382 linear meters of water supply network with pipes having diameters of ø75, ø90 and ø 110 in the village.

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Project Need to update Projected № by Population as per Short description of investment readiness, project Settlement/s Expected Outcome Budget priority NSI data, 2011 measures year of documentation (BGN) preparation (Yes/No) 3. Village of 982 Improvement of basic services Living environment improvement. Preliminary Yes 750,000 Zhaltusha provided to the population in Its implementation will result in Design Ardino Municipality by construction of 11,986 linear constructing an internal meters of sewerage network with domestic wastewater network pipes having diameters of ø315 and a WWTP in the village of and ø200 in the village. Zhaltusha. 4. Village of 475 Sewerage network in the Living environment improvement by Detailed No 335,000 Gorno village of Gorno Prahovo – constructing a wastewater network. Design Prahovo Stage 1 and WWTP. Its implementation will result in construction of 576 linear meters of sewerage network with pipes having a diameter of ø300 in the village. 5. Villages of Dolno Prahovo - Improvement of basic services Improved technical infrastructure Detailed No 400,000 Dolno 124 provided to the population in conditions - access to drinking Design Prahovo, Chernigovo - 68 Ardino Municipality by water. 2013 Chernigovo, Dedino - 57 supplying water to a group of Improved quality of water supply Dedino, Tarna - 39 settlements- villages of Dolno services provided. Its Tarna, Gorno Gorno Prahovo - Prahovo, Chernigovo, Dedino, implementation will result in Prahovo and 475 Tarna, Gorno Prahovo and construction of 5,933 linear meters Bashevo с Bashevo -131 Bashevo, and Gorno Prahovo of water supply network with pipes having diameters of ø110 and ø125 in the village. 6. Village of 982 Reconstruction of internal Improved quality of water supply Detailed No 1,130,000 Padina water supply network of the services provided. Design

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 90

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Projected № by Population as per Short description of investment readiness, project Settlement/s Expected Outcome Budget priority NSI data, 2011 measures year of documentation (BGN) preparation (Yes/No) village of Padina Its implementation will result in 2009 construction of 2,397 linear meters of water supply network with pipes having diameters of ø63 and ø90 in the village. 7. Village of 313 Construction, reconstruction Improved technical infrastructure Detailed No 200,000 Mlechino and rehabilitation of water conditions - access to drinking Designs supply networks and facilities water. 2009 in the village of Mlechino. Improved quality of water supply services provided. Its implementation will result in construction of 6,345 linear meters of water supply network with pipes having a diameter of ø50 in the village. 8. Village of 249 Water supply of the village of Improved quality of water supply Technical No 35,000 Borovitsa Borovitsa services provided. Construction of Design PE pipeline with pipes having a diameter of ø63 – 400m and ø50 – 1,700m 9. Village of 313 Rehabilitation of internal water Improved quality of water supply Preliminary - 300,000 Mlechino supply network of the village of services provided. Stage Mlechino. Replacement of asbestos cement pipeline with a length of 2,500 m with PE pipes having diameters of ø75, ø63. Water loss reduction.

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 91

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Projected № by Population as per Short description of investment readiness, project Settlement/s Expected Outcome Budget priority NSI data, 2011 measures year of documentation (BGN) preparation (Yes/No)

10. Village of 982 Construction, reconstruction Improvement of social and living Detailed No 689,000 Padina and rehabilitation of sewerage conditions as well as the state of Design networks and facilities as well the technical infrastructure in the 2008 as a WWTP in the village of village of Padina. Its Padina. implementation will result in construction of 1,930 linear meters of sewerage network with pipes having a diameter of ø300 in the village.

11. Village of 88 Water supply of the village of Improved quality of water supply Preliminary - 90,000 Kitnitsa Kitnitsa services provided. Stage Construction of water pipeline with pipes having a diameter of 50mm – 1,200 m and a modular treatment plant 12. Village of 189 Water supply of the village of Improved quality of water supply Preliminary - 20,000 Chubrika Chubrika services provided. Stage Rehabilitation of water pipeline with PE pipes having diameters of ø50

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 92

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Projected № by Population as per Short description of investment readiness, project Settlement/s Expected Outcome Budget priority NSI data, 2011 measures year of documentation (BGN) preparation (Yes/No) – 1,200m, ø40 -400m

Drawn up by: Mayor of Ardino Municipality:

/Izet Shaban/ /Ressmi Murad/

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 93

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

APPENDIX 3-9 PRIORITY PROJECTS OF DZHEBEL MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Need to update Population Project Projected № by Short description of investment project Settlement/s as per NSI Expected Outcome readiness, year Budget priority measures documentation data, 2011 of preparation (BGN) (Yes/No) Achieving a normal standard of living for population, improving І. Water supply of settlements or technical infrastructure of parts of them, which are not settlements provided with water 1 Orlovo quarter 496 Water supply of neighbourhoods Water supply of parts of Detailed Design No 1,092,000 /village of of the villages of Paprat and settlements, which are not Paprat/, Gorno Mishevsko provided with water Paprat quarter /village of Paprat/, Mashtenitsa quarter /village of Paprat/, Sipets quarter /village of Sipets/

2 Village of 230 Water supply of the village of Water supply of parts of Technical No 834,000 Ustren – lower Ustren – lower neighborhood settlements, which are not Design neighborhood provided with water 3 Village of 92 Water supply of the villages of Water supply of parts of Terms of Yes 1,000,000

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 94

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Need to update Population Project Projected № by Short description of investment project Settlement/s as per NSI Expected Outcome readiness, year Budget priority measures documentation data, 2011 of preparation (BGN) (Yes/No) Zhaladovo Zhaladovo, General Geshevo, settlements, which are not Reference Dobrintsi provided with water Village of 218 General Geshevo

Village of 133 Dobrintsi Total: 443 4 Villages of 130 Water supply of the villages of Water supply of parts of Terms of Yes 1,000,000 Telcharka and Telcharka and Kazatsite settlements, which are not Reference Kazatsite provided with water 5 Village of 110 Water supply of the village of Water supply of parts of Technical No 1,240,000 Sofyitsi Sofyitsi settlements, which are not Design provided with water TOTAL: 5,166,000

І. Domestic wastewater network Protecting the environment by of settlements reducing harmful emissions of contaminated water. Terms of Yes 1 Valkovich 139 Valkovich Reference 200,000 Terms of Yes 2 Mishevsko 323 Mishevsko Reference 300,000 Terms of Yes 3 Slanchogled 211 Slanchogled Reference 200,000

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 95

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Need to update Population Project Projected № by Short description of investment project Settlement/s as per NSI Expected Outcome readiness, year Budget priority measures documentation data, 2011 of preparation (BGN) (Yes/No) Terms of Yes 4 Plazishte 173 Plazishte Reference 200,000 Terms of Yes 5 Velikdenche 102 Velikdenche Reference 180,000 Terms of Yes 6 Rogozche 103 Rogozche Reference 200,000 Terms of Yes 7 Paprat 143 Paprat Reference 150,000 Terms of Yes 8 Ustren 230 Ustren Reference 300,000 Terms of Yes 9 Chakaltsi 63 Chakaltsi Reference 100,000 Terms of Yes 10 Tyutyunche 103 Tyutyunche Reference 150,000 TOTAL: 1,980,000

Drawn up by: ………………………………………… MAYOR: …………………

(BAHRI YUMER)

(Eng. Veska Dimitrova, Tel.03632 2098; (signature, stamp)

е-mail: [email protected])

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 96

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

APPENDIX 3-10 PRIORITY PROJECTS OF KIRKOVO MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) 1 Village of 1,964 inh. Reconstruction of water Reducing failures and 2008 No 2,101,066 Chorbadzhyisko supply network water losses. Ensuring continuous water supply.

2 Village of 1,964 inh. Construction of sewerage Reducing environmental 2004 No 2,703,026 Chorbadzhyisko network pollution with wastewater and improving the quality of life of population

3 Village of 1,964 inh. Construction of a Wastewater Reducing environmental 2008 No 1,361,748 Chorbadzhyisko Treatment Plant pollution with wastewater 4 Village of Chakalovo 1,355 inh. Construction of sewerage Reducing environmental 2007 No 8,317,224 network pollution with wastewater and improving the quality of life of population

5 Village of Chakalovo 1,355 inh. Construction of a Wastewater Reducing environmental 2008 No 1,574,100

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 97

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) Treatment Plant pollution with wastewater 6 Village of Fotinovo 850 inh. Construction of sewerage Reducing environmental 2004 No 3,250,413 network pollution with wastewater and improving the quality of life of population

7 Village of Fotinovo 850 inh. Construction of a Wastewater Reducing environmental 2008 No 963,008 Treatment Plant pollution with wastewater 8 Village of Zavoya – 683 inh. Construction of sewerage Reducing environmental 2008 No 9,939,655 Village of Druzhintsi network pollution with wastewater and improving the quality of life of population

9 Village of Zavoya – 683 inh. Construction of a Wastewater Reducing environmental None - - Village of Druzhintsi Treatment Plant pollution with wastewater 10 Village Preseka 335 inh. Water supply of the settlement Ensuring good quality and 2007 No 1,252,459 quantity of water intended for drinking purposes

Drawn up by: Eng. Vela Nikolova MAYOR: Eng. Sali Ramadan

е-mail: [email protected] (signature, stamp)

(name and surname, Tel. e-mail)

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 98

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

APPENDIX 3-11 PRIORITY PROJECTS OF KRUMOVGRAD MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) Village of Kovil-Village Water supply of the Village of 1 215 2007 Yes 1,500,000 of Baratsi Kovil-Village of Baratsi Rehabilitation of PS in the 2 Village of Gulyika 134 2007 Yes 100,000 water yielding zone of Gulyika Construction of an additional 3 Village of Podrumche 393 reservoir for water supply of None 15,000 the village of Podrumche Extension of a reservoir for 4 Village of Ovchari 147 water supply of the village of None 30,000 Ovchari Sewerage network and 5 Village of Gorna Kula 376 adjustment of modular WWTP 2006 Yes 1,234,000 of the village of Gorna Kula Sewerage network of the 6 Village of Potochnitsa 221 village of Potochnitsa and 2006 Yes 3,986,000 adjustment of WWTP Sewerage network of the 7 Village of Podrumche 393 village of Podrumche and 2006 Yes 1,423,000 adjustment of WWTP Sewerage network and 8 Village of Edrino 258 2008 Yes 2,904,000 modular WWTP of the village

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 99

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Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) of Edrino

Sewerage network of the Village of Polkovnik 9 537 village Polkovnik Zhelyazovo 2008 Yes 700,000 Zhelyazovo - Stage ІІ Sewerage network and 10 Village of Strandzhevo 612 modular WWTP of the village 2011 No 4,496,000 of Strandzhevo Completion of sewerage 11 Village of Gulyika 134 network and modular WWTP None 1,400,000 of the village of Gulyika Completion of sewerage 12 Village of Avren 443 network and modular WWTP None 1,500,000 of the village of Avren Completion of sewerage 13 Village of Malak Devisil 423 network and modular WWTP None 1,300,000 of the village of Malak Devisil Completion of sewerage Village of Golyam network and modular WWTP 14 164 None 1,000,000 Devisil of the village of Golyam Devisil Completion of sewerage 15 Village of Kandilka 192 network and modular WWTP None 1,200,000 of the village of Kandilka Completion of sewerage 16 Village of Slivarka 373 None 1,300,000 network and modular WWTP

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 100

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) of the village of Slivarka

Completion of sewerage 17 Village of Tokachka 245 network and modular WWTP None 1,500,000 of the village of Tokachka Completion of sewerage Village of Golyama network and modular WWTP 18 221 None 1,400,000 Chinka of the village of Golyama Chinka Completion of sewerage Village of Golyamo network and modular WWTP 19 205 None 1,500,000 Kamenyane of the village of Golyamo Kamenyane Completion of sewerage 20 Village of Rogach 349 network and modular WWTP None 1,200,000 of the village of Rogach Completion of sewerage Village of Pashintsi, network and modular WWTP 21 455 None 1,400,000 Yavor neighbourhood of the village of Pashintsi, Yavor neighbourhood Completion of sewerage network and modular WWTP Village of Vransko, 22 645 of the village of the village of None 700,000 Papur neighbourhood Vransko, Papur neighbourhood

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 101

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) Completion of sewerage network and modular WWTP 23 Kozino neighbourhood None 1,500,000 of the village of Kozino neighbourhood Completion of sewerage 24 Village of Oreh 289 network and modular WWTP None 1,200,000 of the village of Oreh Replacement of existing asbestos cement pipes in the 25 water supply systems of small None 100,000 settlements within the municipality

Note: The number of inhabitants is based on current address.

Drawn up by: …………………………. MAYOR:………………….

/Chief Specialist in Construction Supervision Department, Z. Kyuchukova/ /Sebihan Mehmed/

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 102

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APPENDIX 3-12 PRIORITY PROJECTS OF KARDZHALI MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) 1 Village of Most 1 708 Reconstruction of internal Improving drinking water Approved No 7,637,679 water supply network, quality, hygienic and Detailed construction of new sewerage environmental standards. Design. network and a WWTP of the village of Most. Reconstruction of transmission main from Chereshitsa PR to the village of Most. 2 Village of Chereshitsa 678 Reconstruction of a pressure Improving drinking water Approved No 1,110,000 pipeline from PS to PR at the quality, hygienic standards Detailed village of Chereshitsa and Design. construction of internal water supply network 3 Village of Glavatartsi 84 permanent Construction of sewerage Improving drinking water Approved No 5,479,000 inhabitants and network, a WWTP and new quality, hygienic and Detailed 340 inhabitants internal water supply network environmental standards. Design. in the tourist of the village of Glavatartsi season 4 Village of Brosh 461 Construction of sewerage Improving drinking water Approved No 5,789,000 network, a WWTP and new quality, hygienic and Detailed

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 103

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) internal water supply network environmental standards. Design. of the village of Brosh 5 Village of Miladinovo 1 365 Construction of sewerage Improving drinking water Approved No 8,882,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Miladinovo 6 Village of Chiflik 895 Construction of sewerage Improving drinking water Approved No 7,491,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Chiflik 7 Village of Prileptsi 813 Reconstruction water internal Improving drinking water Approved No 6,977,000 water supply network and quality, hygienic standards. Detailed sewerage network of the Design. village of Prileptsi 8 Village of Sipey 1176 Reconstruction water internal Improving drinking water Approved No 4,307,000 water supply network and quality, hygienic standards. Detailed sewerage network of the Design. village of Sipey 9 Village of Petlino 796 Reconstruction water internal Improving drinking water Approved No 4,578,000 water supply network and quality, hygienic standards. Detailed sewerage network of the Design. village of Petlino 10 Village of Ayrovo 1 685 Reconstruction water internal Improving drinking water Approved No 4,127,000 water supply network and quality, hygienic standards. Detailed sewerage network of the Design. village of Ayrovo

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 104

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Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) 11 Village of 1 548 Reconstruction water internal Improving drinking water Approved No 3,902,000 Opalchensko water supply network and quality, hygienic standards. Detailed sewerage network of the Design. village of Opalchensko 12 Villages of Strahil 275 Construction of a transmission Improving drinking water Approved No 700,000 Voyvoda and Byala main from PR at the village of quality, hygienic standards. Detailed Polyana Patnikovo to PR at the village Design. of StrahilVoyvoda, transmission main from PR at the village of Strahil Voyvoda to the viilage of Byala Polyana 13 Village of Stremtsi 1 433 Construction of sewerage Improving drinking water Approved No 6,977,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Stremtsi 14 Village of Rezbartsi 863 Reconstruction water internal Improving drinking water Approved No 3,797,000 water supply network and quality, hygienic standards. Detailed sewerage network of the Design. village of Rezbartsi 15 Village of Kostino 409 Construction of sewerage Improving drinking water Approved No 5,981,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Kostino 16 Village of Rani List, 1 900 Construction of sewerage Improving drinking water Approved No 5,623,000 and Medenik network, a WWTP and new quality, hygienic and Detailed neighbourhood internal water supply network environmental standards. Design.

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 105

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) of the village of Rani List and Medenik neighbourhood 17 Village of Enchets 819 Construction of sewerage Improving drinking water Approved No 5,999,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Enchets 18 Village of Perperek 1 189 Construction of sewerage Improving drinking water Approved No 8,799,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Perperek 19 Village of Gluhar 1 964 Construction of sewerage Improving drinking water Approved No 9,679,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Gluhar 20 Village of Zhinzifovo 998 Construction of sewerage Improving drinking water Approved No 4,979,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Zhinzifovo 21 Village of Boyno 1 064 Construction of sewerage Improving drinking water Approved No 8,111,000 network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the village of Boyno 22 Village of Kyosevo 543 Water supply of Kyosevo Improving drinking water Approved No 877,000 group and internal water quality, hygienic standards. Detailed supply network. Design.

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 106

Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) 23 Villages of Zvinitsa 1 217 Construction of sewerage Improving drinking water Approved No 8,907,000 and Krin network, a WWTP and new quality, hygienic and Detailed internal water supply network environmental standards. Design. of the villages of Zvinitsa and Krin 24 Zimzelen, Povet and 1 139 Construction of sewerage Improving drinking water Approved No 9,987,000 Pachevo network and a WWTP of quality, hygienic standards. Detailed Zimzelen, Povet and Design. Panchevo

Drawn up by:…………………..

/Sergey Hadzhiev/

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 107

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APPENDIX 3-13 PRIORITY PROJECTS OF MOMCHILGRAD MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) 1 Villages of Karamfil, Total of 1,923 Reconstruction of water Due to the large number of Detailed No 8,108,000 Sindeltsi, Chayka, inhabitants supply network of Karamfil- failures in the pressure Design of 2007 Pazartsi, Austa and including: Zvezdel water supply system, pipelines starting from the Dzhelepsko Village of Momchilgrad Municipality and pumping stations, there are Zvezdel -491 construction of internal water over 60% water losses and inh., village of supply network of the villages water supply is restricted Karamfil-301 of: Zvezdel, Karamfil, during the summer months. inh., village of Sindeltsi, Chayka, Pazartsi, The aim is to ensure Sindeltsi-311 Austa and Dzhelepsko normal water supply of inh., village of settlements included in this Chayka – 230 group. inh., village of Pazartsi-171 inh., village of Austa -206 inh., village of Dzhelepsko - 213 inh. 2 Village of Nanovitsa 478 inhabitants Construction of internal Providing clean Detailed No 2,988,000 sewerage network and environment and Design of 2006 reconstruction of internal preventing frequent failures

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 108

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Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) water supply network of the in internal water network. village of Nanovitsa 3 Village of Raven 343 inhabitants Construction of internal Providing clean Detailed No 1,938,000 sewerage network and environment and Design of 2009 reconstruction of internal preventing frequent failures water supply network of the in internal water network. village of Raven 4 Village of Sindeltsi 311 inhabitants Construction of internal Providing clean Detailed No 5,420,000 sewerage network and environment and Design of 2008 reconstruction of internal preventing frequent failures water supply network of the in internal water network. village of Sindeltsi 5 Village of Lale 250 inhabitants Construction of internal Providing clean Detailed No 2,408,000 sewerage network and environment and Design of 2008 reconstruction of internal preventing frequent failures water supply network of the in internal water network. village of Sindeltsi 6 Village of Gruevo 715 inhabitants Construction of a wastewater Providing clean No design - 100,000 treatment plant of the village environment. of Gruevo 7 Village of Nanovitsa 478 inhabitants Construction of a wastewater Providing clean No design - 60,000 treatment plant of the village environment. of Nanovitsa 8 Village of Raven 343 inhabitants Construction of a wastewater Providing clean No design - 50,000 treatment plant of the village environment. of Raven

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 109

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Project Need to update Population as Projected № by Short description of readiness, project Settlement/s per NSI data, Expected Outcome Budget priority investment measures year of documentation 2011 (BGN) preparation (Yes/No) 9 Village of Sindeltsi 311 inhabitants Construction of a wastewater Providing clean No design - 50,000 treatment plant of the village environment. of Sindeltsi 10 Village of Lale 250 inhabitants Construction of a wastewater Providing clean No design - 45,000 treatment plant of the village environment. of Lale

Drawn up by:……………………………

MAYOR OF MOMCHILGRAD MUNICIPALITY : (Eng. Alie Ibrahim) ………..………

03631 78 44 e-mai: [email protected] ( Akif Akif)

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 110

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APPENDIX 3-14 PRIORITY PROJECTS OF CHERNOOCHENE MUNICIPALITY FOR WATER AND WASTEWATER INFRASTRUCTURE OF SETTLEMENTS BELOW 2,000 INHABITANTS

Project Need to update Population Projected № by Short description of investment readiness, project Settlement/s as per NSI Expected Outcome Budget priority measures year of documentation data, 2011 (BGN) preparation (Yes/No) 1 Chernoochen 303 Construction of a WWTP. Construction The construction of sewerage Detailed Yes 2,300,000 e of sewerage network. Construction of network in the upper Design new and reconstruction of existing water neighbourhood of the village of supply network; Chernoochene will contribute Connected to WWTP; to its overall development, Reducing leakage and infiltration in the hygienisation and protection of sewerage systems by over 50%; water of Perpereshka River - a Improving the quality of effluent from the tributary of Arda River, passing new WWTP. by the village of Chernoochene.

2 Pryaporets 303 Construction of a WWTP. Construction The construction of sewerage Detailed Yes 1,500,000 of sewerage network. Construction of network in the village of Design new and reconstruction of existing water Pryaporets will contribute to its supply network; overall development, Connected to WWTP; hygienisation and protection of Reducing leakage and infiltration in the water of Perpereshka River - a sewerage systems by over 50%; tributary of Arda River, passing Improving the quality of effluent from the through the village of new WWTP. Pryaporets.

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Project Need to update Population Projected № by Short description of investment readiness, project Settlement/s as per NSI Expected Outcome Budget priority measures year of documentation data, 2011 (BGN) preparation (Yes/No) 3 Kableshkovo 200 Construction of a WWTP. Construction The construction of sewerage Detailed Yes 1,000,000 of sewerage network. Construction of network in the village of Design new and reconstruction of existing water Kableshkovo will contribute to supply network; its overall development, Connected to WWTP; hygienisation and protection of Reducing leakage and infiltration in the water of Perpereshka River - a sewerage systems by over 50%; tributary of Arda River, passing Improving the quality of effluent from the through the village of new WWTP. Kableshkovo.

4 Zheleznik 244 The sewer branches to Main Collector І The construction of sewerage Detailed Yes 1,200,000 and ІІ will have a length of 2,586 m and network in the village of Design will service built-up properties in the Zheleznik will contribute to its village of Zheleznik, where wastewater overall development, is currently discharged into local septic hygienisation and protection of tanks. Domestic wastewater of the water of Perpereshka River - a village of Zheleznik will be conveyed to tributary of Arda River, passing a local treatment facility. by the village of Zheleznik.

5 Komuniga 1,161 Construction of a WWTP. Improvement, development No 1,000,000 and construction of new wastewater infrastructure in Chernoochene Municipality- a

February 2014 Seureca – SCE - Hydropoekt - Arcadia Engineering 112

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Project Need to update Population Projected № by Short description of investment readiness, project Settlement/s as per NSI Expected Outcome Budget priority measures year of documentation data, 2011 (BGN) preparation (Yes/No) new WWTP, new sewerage network; Connecting all households to sewerage system; Reducing leakage and infiltration in sewerage systems; Reducing discharges of untreated wastewater and providing additional options for reuse of so-called "conditionally clean" water.

6 Gabrovo 639 Construction of a WWTP. Construction Improvement, development No 4,000,000 of sewerage network. Construction of and construction of new new and reconstruction of existing water wastewater infrastructure in supply network; the village of Gabrovo - a new Connected to WWTP; WWTP, new sewerage Reducing leakage and infiltration in the network; sewerage systems by over 50%; Connecting all households to Improving the quality of effluent from the sewerage system; new WWTP. Reducing leakage and infiltration in sewerage systems; Reducing discharges of untreated wastewater and

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Project Need to update Population Projected № by Short description of investment readiness, project Settlement/s as per NSI Expected Outcome Budget priority measures year of documentation data, 2011 (BGN) preparation (Yes/No) providing additional options for reuse of so-called "conditionally clean" water.

7 Lyaskovo 623 Construction of a WWTP. Construction Improvement, development No 3,000,000 of sewerage network. Construction of and construction of new new and reconstruction of existing water wastewater infrastructure in supply network; the village of Lyaskovo - a new Connected to WWTP; WWTP, new sewerage Reducing leakage and infiltration in the network; sewerage systems by over 50%; Connecting all households to Improving the quality of effluent from the sewerage system; new WWTP. Reducing leakage and infiltration in sewerage systems; Reducing discharges of untreated wastewater and providing additional options for reuse of so-called "conditionally clean" water.

8 Petelovo 245 Construction of a WWTP. Construction Improvement, development No 2,000,000 of sewerage network. Construction of and construction of new new and reconstruction of existing water wastewater infrastructure in supply network; the village of Petelovo - a new

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Project Need to update Population Projected № by Short description of investment readiness, project Settlement/s as per NSI Expected Outcome Budget priority measures year of documentation data, 2011 (BGN) preparation (Yes/No) Connected to WWTP; WWTP, new sewerage Reducing leakage and infiltration in the network; sewerage systems by over 50%; Connecting all households to Improving the quality of effluent from the sewerage system; new WWTP. Reducing leakage and infiltration in sewerage systems; Reducing discharges of untreated wastewater and providing additional options for reuse of so-called "conditionally clean" water.

9 Minzuhar 490 Construction of a WWTP. Construction Improvement, development No 2,500,000 of sewerage network. Construction of and construction of new new and reconstruction of existing water wastewater infrastructure in supply network; the village of Minzuhar - a new Connected to WWTP; WWTP, new sewerage Reducing leakage and infiltration in the network; sewerage systems by over 50%; Connecting all households to Improving the quality of effluent from the sewerage system; new WWTP. Reducing leakage and infiltration in sewerage systems; Reducing discharges of

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Project Need to update Population Projected № by Short description of investment readiness, project Settlement/s as per NSI Expected Outcome Budget priority measures year of documentation data, 2011 (BGN) preparation (Yes/No) untreated wastewater and providing additional options for reuse of so-called "conditionally clean" water. .

Drawn up by: Ferhad Ferhad, 036913139, [email protected] MAYOR: ………………………….

(name and surname, tel., е-mail) (signature, stamp)

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APPENDIX 4-1 DAILY AND HOURLY FLUCTUATION COEFFICIENT AND DOMESTIC WATER CONSUMPTION

Daily peak coefficient for water supply systems is set as follows:

o 2 for settlements with population between 0 and 499 inhabitants;

o 1.8 for settlements with population between 500 and 1,999 inhabitants;

o 1.7 for settlements with population between 2,000 and 4,999 inhabitants;

o 1.6 for settlements with population between 5,000 and 9,999 inhabitants;

o 1.5 for settlements with population between 10,000 and 49,999 inhabitants;

o 1.4 for settlements with population between 50,000 and 99,999 inhabitants;

o 1.3 for settlements with population over 100,000 inhabitants.

Hourly peak coefficient for water supply systems are set as follows, assessed by averaging the values obtained by applying Tribut formula through the considered range:

o 4.2 for settlements with population between 0 and 499 inhabitants;

o 2.9 for settlements with population between 500 and 1,999 inhabitants;

o 2.5 for settlements with population between 2,000 and 4,999 inhabitants;

o 2.2 for settlements with population between 5,000 and 9,999 inhabitants;

o 2.0 for settlements with population between 10,000 and 49,999 inhabitants;

o 1.9 for settlements with population between 50,000 and 99,999 inhabitants;

o 1.8 for settlements with population over 100,000 inhabitants.

Tribut formula, which was used, is the following:

λ D t K΄ = KΗΜΔ + × KΗΜΔ × − 2 × KΗΜΔ + n c × d n ǰ ƴ Ƹ Where: √

• Kp is the hourly peak coefficient

• Kinf = 1.8

• λ= 1.5

• t = 34.5

• n is the number of customers connected to the water supply network

• D is the specific flow for one customer. Usually the value is equal to 43.200 l/day

• c is the unit consumption per capita

• d is the mean number of persons per household. The value chosen is 2.1, according to 2011 census provided by the National Statistical Institute.

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APPENDIX 4-2 COMPARISON OF COMBINED AND SEPARATE SEWERAGE SYSTEMS

Combined sewer systems

Combined sewer systems tend to be larger than separate systems, because the stormwater runoff has to be transported.

During heavy rainfalls, the hydraulic limit of the network capacity is reached. Furthermore, the wastewater treatment facilities are not able to cope with extreme variations of flows and loads.

Therefore, overflows have to be integrated in the drainage system discharging the part of wastewater/stormwater, which exceeds the hydraulic capacity of the sewer network.

Advantages Disadvantages - Only one pipe to be laid into the trench - Discharge of wastewater into recipient during - Flushing of all pipes during rainfall heavy rainfalls (overflows) - Illegal or wrong connections - Sedimentation problems due to low flow (wastewater/stormwater) not possible velocity (big dimension / low flow) - Discharge and treatment of stormwater from - High investment costs for stormwater overflows contaminated surface areas or road sections and “mixed”-water treatment facilities with traffic volume - Insufficient wastewater concentration at WWTP - Lower operation costs for network (biological treatment) caused by infiltration maintenance - Higher treatment and operation costs for wastewater treatment in case of long rainfall events

Separate systems

Separate systems consist of a dual pipe system, which is often laid in parallel. Underneath the road surface, the larger stormwater pipe is placed above the smaller sewer pipe. By adopting this strategy, in case of leakages, no wastewater seeps into the stormwater pipe and thus into the receiving water body.

Different drainage systems can be compared, as follows. Advantages Disadvantages - No stormwater overflows to be constructed - Illegal and wrong connections (wastewater into (no investment, no operation costs) stormwater system and vice versa) to be avoided - Constant inflow conditions (flows and loads) - If no stormwater infiltration systems or to the WWTP and thus no operational stormwater discharge into ditches is possible, two problems for biological treatment process pipes to be laid in the trench (higher investments) - No sewage discharge into recipient - Limited storage volumes for wastewater - Good hydraulic conditions (flow velocity) - In case of flooding, just rainwater instead of sewage will reach the surface

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APPENDIX 4-3 DESCRIPTION OF POSSIBLE FINAL DISPOSAL ROUTES

Landfilling

Landfilling is a cheap and easy-to-implement option but on the other hand landfilling the dewatered sludge takes lot of spaces.

Several EU member states have set out a restrictive regulation that generally includes the following conditions:

o Traceability (no mixing of sludge of different origins);

o No contamination with hazardous waste (heavy metals, radioactive or infectious material, etc.);

o Conditions of monitoring (sampling, visual inspection, etc.);

o Dry solid content above 30%.

It is recommended to apply these conditions for sludge landfilling in Bulgaria.

Land spreading

Sludge can also be spread over agricultural areas to enrich the soils in organic matter and nutrients, thus reducing the needs for other soil amendments. If authorities and farmers agree on such utilization, then adequate pricing and supply chain must be set up to maximize the use of this sludge.

Since this product is unknown from the agricultural stakeholders today, it is recommended to set up an information program towards the potential users and to prepare a back-up option for sludge disposal (landfilling) in case this agricultural use is eventually not possible or not accepted.

Land spreading activities should be carefully planned and monitored to optimize agricultural benefits and ensure that no health issues arise. Frequent quality controls of the sludge quality should be implemented.

Sludge composting

Sludge composting is an alternative to the direct use of sludge in agriculture. Composting implies mixing sludge with more structuring material such as wood chips (for instance, Corey woods) or residues of gardening before the composting process itself which allows for the dry aerobic degradation of the organic matter and the hygienisation of the composted material.

Composting is economically relevant, as soon as the final composted product is recognized as a valuable product, which can be certified and sold at a price that allows covering part of the relatively high CAPEX and OPEX associated with this process. These conditions are to be studied in the local context of Bulgaria.

Cement factory

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Depending of the specific regulation concerning the use of sludge in cement factories in Bulgaria, local agreements can set up between the cement companies and the water companies, when both parties are interested in this option.

The technical specifications for the sludge that can be incinerated by a cement factory include the following:

o Minimum dryness: 90%;

o Lower calorific value (LCV): 3 500 kcal/kg.

The minimum sludge dryness of 90% imposes the preliminary drying of the sludge. This is traditionally achieved through thermal drying, which is an energy intensive process. Thermal drying can be coupled to the cement kilns - which would require an additional but almost no energy cost since the heat would be taken from the cement kilns for free - or be performed at the WWTP.

Incineration

Incineration is a thermal process that burns the sludge. Today, the most commonly used technology is the “fluidized bed furnace” (FBF). FBF are based on the principle of fluidizing a bed of sand with hot air heated from the bottom. This technology results in the total combustion of the sludge at a temperature between 850 – 900°C in the span of only a few seconds of retention time.

The residues of sludge incineration and flue gas treatment consists in ashes that can be further utilized as mineral material in cement factory or concrete manufacturing process or used as building material for road construction. Ultimately, ashes can also be landfilled.

The major interest of thermal oxidation is the ability to produce energy thanks to the sludge energy potential. A huge amount of energy is recoverable through thermal oxidation processes. Practically, this energy, at high enthalpy level, is recovered on the economizer. The recovering fluid can be pressurized water, steam or diathermy oil (or air if energy is wasted). The heat can be directly used as thermal fluid for building heating, process requirements, or preheating of sludge prior to dewatering/pre-drying to improve the performances.

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APPENDIX 4-4 CLIMATE CHANGE IMPACT

Introduction

Climate change is the shift in the average weather, or weather trends that are experienced over decades or longer.

Observations in the 20 th century indicate rapid climatic change. A growing body of evidence indicates that the Earth's atmosphere is warming in a trend consistent with a changing climate.

Climate change affects water more than any other resource.

It leads to an intensification of the hydrological cycle , resulting globally in dryer dry seasons and wetter rainy seasons, and subsequently heightened risks of more extreme and frequent floods and drought.

It also has significant impacts on the availability of water , as well as the quality and quantity of water that is available and accessible.

Climate change projections for Central Region of Bulgaria

Date sources

In order to assess the impact of climate change on water supply and sewerage systems in Bulgaria, the following data were used:

o Current conditions:

• Monthly and annual average precipitation (interpolations of observed data, representative of 1950-2000) – Source: WorldClim – Global Climate Data – http://www.worldclim.org/

• Monthly and annual average temperature (interpolations of observed data, representative of 1950-2000) – Source: WorldClim – Global Climate Data – http://www.worldclim.org/

o Future conditions:

The Intergovernmental Panel on Climate Change (IPCC) brings together the available scientific and socio-economic information on climate change and on methods for its mitigation and for adaptation to its consequences. It was appointed in 1988 by the World Meteorological Organisation (WMO) and the United Nations Environmental Programme (UNEP). Since 1990, the IPCC prepared a series of reports that are now standard works of reference frequently consulted by political decision makers, researchers and other experts.

In 2000, the IPCC published The Special Report on Emissions Scenarios (SRES) that describes six emission scenarios now commonly used with global climate models (IPCC, 2000) (Exhibit Cl-7). The SRES scenarios cover a wide range of the main drivers of future emissions, from demographic to technological to economic developments. None of the scenarios includes future policies that explicitly address climate change.

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The medium (A1B) emission scenario is generally considered as representative of the climate futures we could reasonably expect to face . It represents medium emission pathways based on projected total emissions in 2100. The following analysis was performed with this scenario and the following data were collected from IPCC website:

• Monthly and annual average precipitation in 2030’s – Scenario A1B – Source: IPCC 4 – CIAT – http://www.ccafs-climate.org/data/

• Monthly and annual average temperature in 2030’s – Scenario A1B – Source: IPCC 4 – CIAT – http://www.ccafs-climate.org/data/

Change in precipitation

Annual precipitation and water deficit

The following figure emphasizes the variation of annual average precipitation between current and future conditions (scenario A1B – 2030’s) in %.

The average annual precipitation in current conditions over the study area is assumed to be 613 mm , against 573 mm in 2030’s , equivalent to a decrease of 6.6 %.

The corresponding total annual water deficit over the study area is approximately 1,500 Mm³.

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The ViKs with the higher decrease correspond to steep and high areas, such as Belov о, or (more than 8% decrease). The following table emphasizes the present and future precipitation per ViK.

Annual precipitation (mm) Decrease in Area Water deficit per VIK Present annual (km²) 2030‘s year situation precipitation Infrastroy 231 628 578 -11 Mm³/year -7.9% ViK Batak 604 704 649 -33 Mm³/year -7.8% ViK Belov о 395 645 589 -22 Mm³/year -8.6% ViK Byala 1,130 634 591 -49 Mm³/year -6.8% ViK Dimitrovgrad 540 566 533 -18 Mm³/year -5.9% ViK Gabrovo 1,096 654 612 -46 Mm³/year -6.4% ViK Haskovo 3,830 601 566 -136 Mm³/year -5.9% ViK 855 603 570 -29 Mm³/year -5.6% ViK Kardzhali 3,145 616 572 -138 Mm³/year -7.1% ViK 473 591 559 -15 Mm³/year -5.5% ViK 566 617 567 -28 Mm³/year -8.1% ViK 1,141 560 514 -53 Mm³/year -8.3% ViK 6,330 603 561 -266 Mm³/year -7.0% ViK 2,271 626 592 -78 Mm³/year -5.5% ViK Ruse 2,864 601 567 -96 Mm³/year -5.6% ViK 2,823 551 522 -84 Mm³/year -5.4% ViK 3,336 681 628 -174 Mm³/year -7.7% ViK Stambolovo 276 592 554 -11 Mm³/year -6.4% ViK 207 601 556 -9 Mm³/year -7.5% ViK 691 585 550 -24 Mm³/year -6.0% ViK Yovkovtsi 4,025 615 579 -147 Mm³/year -6.0% VKS 138 599 550 -7 Mm³/year -8.2% VKTV Rakitovo 234 646 594 -12 Mm³/year -8.2% VKTV Velingrad 818 656 601 -45 Mm³/year -8.4%

Seasonal variability

Despite the general annual decrease in precipitation, the dynamic is very dependent on the season, as shown in the following figures.

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80 70 60 50 40 30 20 10 Monthly Monthly precipitation (mm) 0

Present situation 2030's - Scenario A1B

10.0%

5.0%

0.0%

-5.0%

-10.0% in 2030's in -15.0%

-20.0%

-25.0% Decrease in the monthly precipitation

Two periods can be distinguished:

o From January until April, an increase in the monthly precipitation is expected, especially in March with more than 5% increase, and in relation with violent extreme events leading to flood events .

o From May until December, especially from July to September, a significant decrease is expected (more than 20% in August), which could lead to serious drought events and consequent problems in relation with water resource quantity and quality.

The following figure shows the repartition of the increase in the monthly precipitation in March. Lower increase is expected in high and steep areas.

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The following figure shows the repartition of the decrease in the monthly precipitation in August. Higher increase is expected in high and steep areas.

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Extreme events

According to IPCC, extreme events are closely associated with changes in temperature and precipitation , and with the frequency of events.

Widespread increases in heavy precipitation events (e.g., above the 95 th percentile) have been observed, even in places where total amounts have decreased. These increases are associated with increased atmospheric water vapor and are consistent with observed warming.

Precipitation is therefore projected to be concentrated in more intense events , with longer periods of lower precipitation in between. It is likely that heavy precipitation events will become more frequent . Intensity of precipitation events is also projected to increase.

Change in temperature

Annual average

The following figure emphasizes the variation of average annual temperature between current and future conditions (scenario A1B – 2030’s) in °C.

The average annual temperature in current conditions over the study area is assumed to be 10.1°C , against 11.7 mm in 2030’s , equivalent to an increase of 1.6°C which is quite homogeneous over the study area (see previous figure).

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The ViKs with the higher increase correspond to steep and high areas, such as Belov о, Velingrad or Rakitovo. The following table emphasizes the present and future mean annual temperature per ViK.

Mean annual temperature (°C) Increase in VIK Present situation 2030‘s temperature (°C) Infrastroy Bratsigovo 8.5 10.1 1.6 ViK Batak 5.2 6.9 1.7 ViK Belov о 7.1 8.8 1.7 ViK Byala Sevlievo 9.5 11.1 1.6 ViK Dimitrovgrad 12.3 13.9 1.6 ViK Gabrovo 9.1 10.7 1.6 ViK Haskovo 12.2 13.7 1.6 ViK Isperih 10.2 11.7 1.5 ViK Kardzhali 11.2 12.8 1.6 ViK Kubrat 10.7 12.2 1.5 ViK Panagyurishte 9.3 10.9 1.6 ViK Pazardzhik 11.3 12.9 1.6 ViK Plovdiv 10.1 11.7 1.6 ViK Razgrad 10.1 11.7 1.5 ViK Ruse 10.7 12.3 1.5 ViK Silistra 10.9 12.4 1.5 ViK Smolyan 7.3 8.9 1.6 ViK Stambolovo 12.1 13.7 1.5 ViK Strelcha 9.9 11.6 1.6 ViK Svishtov 11.1 12.7 1.6 ViK Yovkovtsi 10.5 12.1 1.6 VKS Peshtera 9.5 11.2 1.6 VKTV Rakitovo 7.2 8.9 1.7 VKTV Velingrad 6.4 8.1 1.7 Total 10.1 11.7 1.6

Seasonal variability

The increase in temperature is very dependent on the season, as shown in the following figures.

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25

20

15

10

5

0 Average monthly temperature(°C)

Present situation 2030's - Scenario A1B

2.5

2.0

1.5

1.0

0.5 temperature in 2030's (°C) Increase Increase in theaverage monthly 0.0

Two periods can be distinguished:

o From October until May, a quite constant increase in the average monthly temperature, between 1 and 1.5°C.

o From June until September, a significant increase is expected (from 1.5 to 2.2°C), which could lead to serious drought events and consequent problems in relation with water resource quantity and quality.

The following figure shows the repartition of the increase in the monthly precipitation in August. Bigger increase is expected in high and steep areas.

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Impacts on water supply systems

Climate change will impact drinking water systems by altering the quantity and timing of water availability, changing water quality, and flooding related to extreme events.

Impacts on drinking water systems can be considered in two categories in the context of Central Region of Bulgaria:

o Water availability

• Changes in quantity of annual runoff . Decreases in precipitation and increases in temperature, which were highlighted herebefore and are quite consistent from one to another climate model, are projected to lead to runoff decreases in Bulgaria. This is expected to reduce supplies in those geographies, causing drinking water utilities to seek additional water supply and management options to fill the gap between supply and demand.

• Changes in runoff timing . Not only will runoff quantity change, but the timing will also shift as a result of changes in precipitation timing and the melting of snowpack. These shifts will affect the amount of water that utilities can capture in current reservoir and conveyance systems.

o Water treatment associated with water quality changes

• Changes in maximum temperature . Temperature increases may lead to increases in disinfection by-products (DBPs) and the incidence of algal blooms, leading to toxicity and taste and odor problems.

Impacts on sewerage systems

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Climate change will impact wastewater utilities on a number of fronts:

o Extreme storm events and overall precipitation increases will drive the need for wet weather program enhancements:

• Changes in precipitation quantity and timing . Changes in the frequency and intensity of precipitation events are assumed to correlate with changes in wet weather program capital costs related to wastewater collection and treatment systems. Wet weather programs aim to reduce the volume and frequency of untreated sewer overflows, including combined sewer systems and separate sanitary sewer systems. It is important to note that in the Central Region of Bulgaria, despite the projected decrease in annual precipitation, the intensity of storm events is expected to increase, but the existing models diverge strongly and it is very difficult to assess quantitatively the impact of climate change on extreme storm events.

o Effluent quality considerations such as temperature will lead to investments at treatment plants:

• Changes in maximum temperature and other environmental variables . Higher temperature effluent from wastewater treatment may have detrimental effects on aquatic life fisheries, requiring cooling and additional treatment of wastewater discharge. In addition, reduced summer river flows, in relation with the decrease in summer precipitation, increase the proportion of wastewater flow in a stream and may lead to stricter effluent water quality requirements for constituents such as dissolved oxygen, total dissolved solids, and nutrients. Strategies to deal with the increased degradation of receiving water quality are likely to be greater treatment of effluent prior to discharge.

o Flood protection adaptation measures such as levees or retention zones will be needed to address rising floods associated with increased extreme precipitation and runoff:

• Increased flood events . To enable flow by gravity, many wastewater treatment plants and collection systems are in areas prone to flooding during extreme precipitation events. Anticipated increases in the frequency or magnitude of these events may put critical infrastructure at risk.

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APPENDIX 4-5 INVESTMENT COSTS (WATER SUPPLY)

Description Unit Unit Cost (€) Construction of well Q = 5 l/s mWC 230.00 € Q = 10 l/s mWC 260.00 € Q = 25 l/s mWC 345.00 € Q = 50 l/s mWC 485.00 € Q = 100 l/s mWC 765.00 € Construction of Drinking Water Treatment Plant1 Capacity = 10 l/s U 300,000 € Capacity = 25 l/s U 750,000 € Capacity = 50 l/s U 1,500,000 € Capacity = 100 l/s U 3,000,000 € Capacity = 250 l/s U 7,200,000 € Capacity = 500 l/s U 10,300,000 € Capacity = 1,000 l/s U 13,350,000 € Capacity = 2,500 l/s U 17,950,000 € Supply and installation of water mains and distribution pipes DN75 m 75.00 € DN90 m 80.00 € DN110 m 90.00 € DN125 m 95.00 € DN140 m 100.00 € DN160 m 110.00 € DN180 m 115.00 € DN200 m 125.00 € DN225 m 135.00 € DN250 m 145.00 € DN280 m 160.00 € DN315 m 175.00 € DN355 m 200.00 € DN400 m 225.00 € DN450 m 255.00 € DN500 m 285.00 € DN560 m 325.00 € DN630 m 380.00 € DN710 m 440.00 € Supply and installation of service connection Cost per service U 400.00 €

1 Costs refer to "classical" raw water treatment, including Flocculation/Sedimentation, filtration and disinfection

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Description Unit Unit Cost (€) connection Construction of water tower Capacity = 50 m³ U 70,000.00 € Capacity = 100 m³ U 120,000.00 € Capacity = 250 m³ U 245,000.00 € Capacity = 500 m³ U 420,000.00 € Capacity = 1,000 m³ U 720,000.00 € Capacity = 2,500 m³ U 1,480,000.00 € Capacity = 5,000 m³ U 2,550,000.00 € Capacity = 10,000 m³ U 4,395,000.00 € Capacity = 15,000 m³ U 6,040,000.00 € Construction of ground reservoir Capacity = 50 m³ U 45,000.00 € Capacity = 100 m³ U 70,000.00 € Capacity = 250 m³ U 135,000.00 € Capacity = 500 m³ U 220,000.00 € Capacity = 1,000 m³ U 360,000.00 € Capacity = 2,500 m³ U 685,000.00 € Capacity = 5,000 m³ U 1,110,000.00 € Capacity = 10,000 m³ U 1,805,000.00 € Capacity = 15,000 m³ U 2,400,000.00 € Construction of pumping station - H = 40 m Capacity = 5 l/s U 24,000.00 € Capacity = 10 l/s U 32,000.00 € Capacity = 30 l/s U 57,000.00 € Capacity = 55 l/s U 69,000.00 € Capacity = 80 l/s U 78,000.00 € Capacity = 100 l/s U 110,000.00 € Construction of pumping station - H = 80 m Capacity = 5 l/s U 49,000.00 € Capacity = 10 l/s U 89,000.00 € Capacity = 30 l/s U 193,000.00 € Capacity = 55 l/s U 232,000.00 € Capacity = 80 l/s U 260,000.00 € Capacity = 100 l/s U 379,000.00 € Implementation of District Metering Areas for leakage reduction and operational management Control Centre U 100,000.00 € Network km 735.00 € Facilities (production points, water tanks U 8,000.00 € and pumping stations)

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APPENDIX 4-6 INVESTMENT COSTS (WASTEWATER)

Description Unit Unit Cost Supply and installation of gravity collectors DN200 ml 165.00 € DN300 ml 200.00 € DN315 ml 205.00 € DN400 ml 240.00 € DN500 ml 285.00 € DN600 ml 340.00 € DN700 ml 395.00 € DN800 ml 460.00 € DN900 ml 530.00 € DN1000 ml 605.00 € DN1100 ml 690.00 € DN1200 ml 775.00 € DN1400 ml 970.00 € DN1600 ml 1,190.00 € DN1800 ml 1,430.00 € DN2000 ml 1,695.00 € DN2200 ml 1,985.00 € DN2400 ml 2,300.00 € Installation of service connections Installation of service U connection 700.00 € Construction of Pumping Station Power = 5 kW U 12,000.00 € Power = 10 kW U 16,500.00 € Power = 20 kW U 23,000.00 € Power = 50 kW U 35,500.00 € Power = 100 kW U 49,500.00 € Power = 200 kW U 69,000.00 € Power = 500 kW U 107,500.00 € Power = 1,000 U kW 150,000.00 € Power = 2,000 U kW 209,000.00 € Power = 5,000 U kW 324,500.00 € Supply and installation of pressure pipes DN63 m 28.00 € DN90 m 37.00 € DN110 m 44.00 € DN125 m 49.00 €

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Description Unit Unit Cost DN140 m 55.00 € DN160 m 62.00 € DN180 m 68.00 € DN200 m 75.00 € DN225 m 84.00 € DN250 m 92.00 € DN280 m 103.00 € DN315 m 115.00 € DN355 m 129.00 € DN400 m 144.00 € Construction of Wastewater Treatment Plant 2 Capacity = 2,000 U PE 1,650,000.00 € Capacity = 5,000 U PE 2,550,000.00 € Capacity = U 10,000 PE 3,500,000.00 € Capacity = U 20,000 PE 4,800,000.00 € Capacity = U 50,000 PE 7,300,000.00 € Capacity = U 100,000 PE 10,050,000.00 € Capacity = U 150,000 PE 12,100,000.00 € Implementation of flow monitoring Control Centre U 60,000.00 € Network km 260.00 € Facilities (overflows and U pumping stations) 7,000.00 €

2 Cost refer to "classical" wastewater treatment, including pretreatment (screening, grit removal, fat and grease removal…), primary treatment and secundary treatment (activated sludge).

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APPENDIX 4-7 TENTATIVE PRIORITIZATION SYSTEM

The overall score is calculated based on the following formula:

V = Vpe X 0.25 + Vee X 0.10 + Vcc X 0.10 + Vpr X 0.10 + Vtp X 0.45

The rating system for Prioritisation of Investments uses an integrated approach, which covers water supply networks and drinking water treatment plants together, and sewerage networks and wastewater treatment plants together as well. The criteria, as defined below, will automatically give a higher priority to projects that fulfil the necessity of integration (in particular the "Economic efficiency” criterion), for example in the case where the networks or the treatment plants only partially meet the needs of the area considered.

o Size of agglomeration (Vpe) – Max. 100 points – Weighting factor 0.25

This parameter is calculated based on the following formulas:

• Below 10,000 PE: Vpe = ((PE x100) / 100,000) x 1.5

• Equal and above 10,000 PE: Vpe = ((PE x100) / 100,000) x 2

o Economic efficiency (Vee) – Max. 100 points – Weighting factor 0.10:

This parameter is calculated based on the following formulas:

• Investment costs ≤ 350 € / PE: Vee = 100

• Investment costs ≥ 350 € / PE: Vee = (350 X 100) / (investment cost / PE)

o Service coverage (Vcc) – Max. 100 points – Weighting factor 0.10:

This parameter refers to the current water supply or wastewater service coverage rate:

• 0% ≤ Coverage rate ≤ 90%: Vcc = 100 - (current coverage rate *100/90)

• Coverage rate ≥ 90%: Vcc = 0

o Project Readiness (Vpr) – Max. 100 points – Weighting factor 0.10:

The project readiness for networks and / or treatment plants is assessed on the basis of the readiness of the investment measure to be implemented. The idea behind this is to encourage the initiatives of local governments in the preparation of mature projects.

For construction projects (typically for WS&WW networks) and refurbishment of treatment plants, or pumping stations (e.g. new equipment, making tanks watertight, structural reinforcement, etc.), “YES” means legitimate 3 Detailed (Technical) Design. For Design-Build projects “YES” means legitimate Preliminary Design (typically for construction of new WWTPs and re-construction of existing WWTPs).

3 Design finally approved for financing by MoEW and/or MRDPW.

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Following scores are considered:

• YES: Vpr = 100

• NO: Vpr = 0

o Type of Investment Measures (Vtp) – Max. 100 points – Weighting factor 0.45:

Code Scores Measure Construction of WWTPs and/or Main Feeding Collectors (to the WWTP) WW1 100 aiming to ensure compliance with the Urban Wastewater Treatment Directive Investments in Water Supply Systems aiming to remediate major WS1 100 deficiencies related to water quality and water quantity. Investments that ensure the effective operation of the WWTP aiming at the rehabilitation of connected sewer networks (e.g. through reduction of WW2 80 infiltration) and remediation of other major deficiencies (e.g. poorly functioning overflow structures) Investments in Water Supply Systems aiming to increase efficiency (NRW WS2 50 reduction, energy efficiency, etc.) Re-construction and Extension of Wastewater Systems (wastewater network WW3 40 and WWTPs) aiming to ensure sustainability and efficiency (replacement/ modernisation of infrastructure) Rehabilitation and Еxtension of Water Supply Systems aiming to ensure WS3 30 sustainability (rehabilitation and adaptation of infrastructure) Re-construction and Rehabilitation of existing WWTP aiming to reduce WW4 20 nutrients for agglomerations below 10,000 P.E. (compliance with Water Framework Directive)

As a next step, the project measures are grouped into project components (measures, which have to be combined to ensure technical feasibility). If several measures with different scores for the type of measure are combined, the highest score of these measures prevails. Example: For an agglomeration currently having a low sewerage connection rate (i.e. below 70 %) construction of a WWTP (WW1) has to be combined with an extension of the sewerage network (WW3). Both measures will be given 100 scores.

All project components in each phase will then be ranked according to their scores. This priority list of project components including investment costs is presented in the chapters below.

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APPENDIX 4-8 CALCULATIONS TO THE OPTION EVALUATION FOR DZHEBEL AGGLOMERATION

Financial analysis of possible options

Parameters Alternative 1 Alternative 2 Investment costs 3,644,186 4,043,291 Pipes 1,199,800 1,504,500 Construction works 1,344,412 1,396,335 Installation works and equipment 1,099,974 1,142,456 Annual operation costs 112,397 114,246 Net present value, 5 % 5,075,720 5,362,334

Option 1: Investments Installation Construction Pipes (50 works and O&M works Year years) equipment (45 years)* (10 years) Total 2013 2014 2015 1,199,800 1,344,412 1,099,974 3,644,186 2016 - 112,397 2017 - 112,397 2018 - 112,397 2019 - 112,397 2020 - 112,397 2021 - 112,397 2022 - 112,397 2023 - 112,397 2024 - 112,397 2025 1,099,974 1,099,974 112,397 2026 - 112,397 2027 - 112,397 2028 - 112,397 2029 - 112,397 2030 112,397 2031 - 112,397 2032 - 112,397 2033 - 112,397 2034 - 112,397

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Investments Installation Construction Pipes (50 works and O&M works Year years) equipment (45 years)* (10 years) Total 2035 - 112,397 2036 1,099,974 1,099,974 112,397 2037 - 112,397 2038 - 112,397 Resid. Value - 623,896 - 627,392 - 879,979 -2,131,268 NPV at 5% 576,775 711,329 2,271,541 3,559,645 1,516,075 Total net present value 5 % 5,075,720 * based on 33.3 years for buildings and 50 years for facilities

Option 2: Investments Installation Annual Construction Pipes (50 works and operation works Year years) equipment costs (45 years)* (10 years) Total 2013 2014 2015 1,504,500 1,396,335 1,142,456 4,043,291 2016 - 114,246 2017 - 114,246 2018 - 114,246 2019 - 114,246 2020 - 114,246 2021 - 114,246 2022 - 114,246 2023 - 114,246 2024 - 114,246 2025 1,142,456 1,142,456 114,246 2026 - 114,246 2027 - 114,246 2028 - 114,246 2029 - 114,246 2030 114,246 2031 - 114,246 2032 - 114,246 2033 - 114,246 2034 - 114,246 2035 - 114,246 2036 1,142,456 1,142,456 114,246

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Investments Installation Annual Construction Pipes (50 works and operation works Year years) equipment costs (45 years)* (10 years) Total 2037 - 114,246 2038 - 114,246 Resid. Value - 782,340 - 651,623 - 913,965 -2 347 928 1,541,01 NPV at 5% 723,252 738,802 2,359,270 3,821,324 0

Total net present value 5 5,362,33 % 4 * based on 33.3 years for buildings and 50 years for facilities

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Preparation of Regional Water and Wastewater Master Plans for Central Region Regional Final Master Plan for ViK OOD - Kardzhali APPENDIX 4-9 DESCRIPTION OF IMPROVEMENT WORKS FOR THE SEWERAGE NETWORK IN PERIODS (SHORT-, MEDIUM- AND LONG- TERM)

Sewerage system development in the short-term period - 2016 – 2020.

The most important objective of the sewerage network development strategy in this period is to build WWTP and extend the existing network in order to ensure compliance with the Directive on treatment of wastewater from agglomerations with over 10,000 PE and from agglomerations with 2,000- 10,000 PE.

The second goal is to reduce the high water infiltration rate in the sewerage system. This will be achieved by reconstructing the main collectors and the service connections to them, depending on the hydraulic needs. Pipes in poor structural condition in some sections of the secondary network will also be replaced.

Sewerage system development in the medium-term period - 2021 – 2028.

The objective of this period is to further improve the sewerage network by reconstructing parts of the secondary network, which is generally characterised by smaller diameters of the profiles.

Infiltration of groundwater into the network and exfiltration of wastewater from the network will be additionally reduced.

The following improvement works will be carried out:

• Pipe replacement depending on the hydraulic parameters in the secondary network;

• Replacement of sewer sections, including inspection manholes in poor structural condition in the secondary network;

• Replacement of the respective sewerage service connections in the secondary network

Sewerage system development in the long-term period - 2029 – 2038.

The objective of this period is to further improve the rest of the urban sewerage system as well as the respective service connections.

Exfiltration of wastewater from the network and infiltration of external water in the network will be additionally reduced.

The types of works are the same as in the medium-term period.

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APPENDIX 4-10 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF KARDZHALI

№ Subsite 300 400 500 600 800 900 1000 1100 1200 1500 2000 TOTAL ІІ . MEDIUM-TERM PROGRAMME 2021 - 2028 1 Main collectors 2 Extension Secondary network 9,070 2,500 2,500 2,500 2,500 19,070 3 Stormwater collectors 1 Main collectors 879 418 1,199 278 1,354 797 2,335 7,260 2 Reconstruction Secondary network 11,736 11,714 6,790 3,555 1,311 136 182 35,424 3 Stormwater collectors Total: 21,685 14,632 10,489 6,333 5,165 933 2,517 61,754

ІІІ . LONG-TERM PROIGRAMME 2029 - 2038 1 Main collectors 2 Extension Secondary network 3 Stormwater collectors 2,690 2,6 90 1 Main collectors 323 1,015 1,614 875 1,806 5,492 2,483 408 1,435 15,451 2 Reconstruction Secondary network 3,841 5,980 6,256 5,692 2,519 605 230 25,123 3 Stormwater collectors Total: 4,164 6,995 7,870 6,567 7,015 6,097 2,713 408 1,435 43,264 Total extension: 9,070 2,500 2,500 2,500 5,190 21,760 Total reconstruction: 16,779 19,127 15,859 10,400 6,990 7,030 5,230 408 1,435 83,258 TOTAL: 25,849 21,627 18,359 12,900 12,180 7,030 5,230 408 1,435 105,018

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APPENDIX 4-11 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF MOMCHILGRAD

№ Subsite 300 400 500 600 800 900 1000 1100 1200 1400 2000 TOTAL ІІ . MEDIUM-TERM PROGRAMME 2021 - 2028 1 Main collectors 2 Extension Secondary network 3 Stormwater collectors 1 Main collectors 174 348 199 143 864 2 Reconstruction Secondary network 465 2,703 384 573 4,125 3 Stormwater collectors Total: 639 3,051 384 772 143 4,989

ІІІ . LONG-TERM PROGRAMME 2029 - 2038 1 Main collectors 2 Extension Secondary network 3 Stormwater collectors 1 Main collectors 270 73 766 505 873 2,487 2 Reconstruction Secondary network 710 286 153 1,149 3 Stormwater collectors Total: 980 359 919 505 873 3,636 Total extension: Total reconstruction: 639 4,031 743 1,691 505 873 143 8,625 TOTAL: 639 4,031 743 1,691 505 873 143 8,625

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APPENDIX 4-12 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF KRUMOVGRAD

№ Subsite 300 400 500 600 700 800 1000 1100 1200 1400 2000 TOTAL І. SHORT-TERM PROGRAMME 2016 - 2020 1 Main collectors 273 19 838 504 168 103 281 2,186 2 Extension Secondary network 6,034 2,226 329 228 36 145 8,998 3 Stormwater collectors 1 Main collectors 76 111 66 345 350 1,240 23 2,211 2 Reconstruction Secondary network 3 Stormwater collectors Total: 6,383 2,337 414 1,411 504 518 1,379 449 13,3 95

ІІ . MEDIUM-TERM PROGRAMME 2021 - 2028 1 Main collectors 2 Extension Secondary network 3 Stormwater collectors 1 Main collectors 262 176 143 477 1,058 2 Reconstruction Secondary network 1,983 1,691 535 375 71 4,655 3 Stormwater collectors Total: 1,983 1,953 711 518 548 5,713

ІІІ . LONG-TERM PROGRAMME 2029 - 2038 1 Main collectors 2 Extension Secondary network 3,442 873 227 4,542 3 Stormwater collectors 1 Main collectors 452 143 281 876 2 Reconstruction Secondary network 2,008 2,092 1,163 163 284 5,710 3 Stormwater collectors Total: 5,450 2,965 1,390 615 427 281 11,128 Total extension: 9,749 3,099 575 1,066 504 168 139 426 15,726 Total reconstruction: 4,067 4,156 1,940 1,478 1,325 1,521 23 14,510 TOTAL: 13,816 7,255 2,515 2,544 504 1,493 1,660 449 30,236

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APPENDIX 4-13 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF ARDINO

№ Subsite 300 400 500 600 800 900 1000 1100 1200 1400 2000 TOTAL І. SHORT-TERM PROGRAMME 2016 - 2020 1 Main collectors 2 Extension Secondary network 3,581 3,581 3 Stormwater collectors 122 123 524 769 1 Main collectors 3,361 896 4,257 2 Reconstruction Secondary network 103 103 3 Stormwater collectors Total: 7,167 1,019 524 8,710

ІІ . MEDIUM-TERM PROGRAMME 2021 - 2028 1 Main collectors 1,155 1,155 2 Extension Secondary network 2,908 2,908 3 Stormwater collectors 1 Main collectors 2 Reconstruction Secondary network 3 Stormwater collectors Total: 4,063 4,063

ІІІ . LONG-TERM PROGRAMME 2029 - 2038 1 Main collectors 2 Extension Secondary network 684 684 3 Stormwater collectors 1 Main collectors 2 Reconstruction Secondary network 2,830 2830 3 Stormwater collectors Total: 3,514 3,514 Total extension: 8,450 123 524 9,097 Total reconstruction: 6,294 896 7,190 TOTAL: 14,744 1,019 524 16,287

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APPENDIX 4-14 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE TOWN OF DZHEBEL

№ Subsite 300 400 500 600 800 900 1000 1100 1200 1400 2000 TOTAL І. SHORT-TERM PROGRAMME 2016 - 2020 1 Main collectors 9,031 128 246 295 9,700 2 Extension Secondary network 4,788 147 485 5,420 3 Stormwater collectors 130 130 1 Main collectors 1,440 519 232 352 642 3,185 2 Reconstruction Secondary network 3,473 262 156 110 4,001 3 Stormwater collectors 184 184 Total : 18,916 911 663 1,083 752 295 22,620

ІІ . MEDIUM-TERM PROGRAMME 2021 - 2028 1 Main collectors 2 Extension Secondary network 4,889 203 5,092 3 Stormwater collectors 1 Main collectors 2 Reconstruction Secondary network 2,336 529 731 3,596 3 Stormwater collectors 40 40 Total : 7,225 529 934 40 8,728

ІІІ . LONG-TERM PROGRAMME 2029 - 2038 1 Main collectors 440 440 2 Extension Secondary network 921 921 3 Stormwater collectors 1 Main collectors 356 230 165 751 2 Reconstruction Secondary network 1,254 1,254 3 Stormwater collectors Total : 2,971 230 165 3,366 Total extension: 20,069 130 478 731 295 21,703 Total reconstruction: 9,043 1,540 1,284 392 752 13,011 TOTAL: 29,112 1,670 1,762 1,123 752 295 34,714

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APPENDIX 4-15 LENGTH OF THE SEWERAGE NETWORK (NEW AND RECONSTRUCTED) BY TYPE OF WORK, DIAMETERS AND PERIODS FOR THE VILLAGE OF BENKOVSKI

№ Subsite 300 400 500 600 800 900 1000 1100 1200 1400 1500 TOTAL І. SHORT-TERM PROGRAMME 2016 - 2020 1 Main collectors 2,709 2,709 2 Extension Secondary network 5,282 183 5,465 3 Stormwater collectors 139 76 90 305 1 Main collectors 2 Reconstruction Secondary network 120 120 3 Stormwater collectors 175 175 Total : 7,991 322 371 90 8,774

ІІ . MEDIUM-TERM PROGRAMME 2021 - 2028 1 Main collectors 2 Extension Secondary network 1,468 1,468 3 Stormwater collectors 1 Main collectors 2 Reconstruction Secondary network 413 162 575 3 Stormwater collectors Total : 1,881 162 2,043

ІІІ . LONG-TERM PROGRAMME 2029 - 2038 1 Main collectors 2 Extension Secondary network 3 Stormwater collectors 1 Main collectors 283 240 53 176 752 2 Reconstruction Secondary network 249 283 532 3 Stormwater collectors Total: 532 240 336 176 1284 Total extension: 9,459 322 76 90 9,947 Total reconstruction: 945 402 631 176 2,154 TOTAL: 10,404 724 707 90 176 12,101

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APPENDIX 6-1 DETERMINING INVESTMENTS IN SEWERAGE SYSTEMS FOR SETTLEMENTS WITH LESS THAN 2,000 INHABITANTS.

ViK OOD – Kardzhali services 244 settlements.

There are a total of 471 settlements on the territory of Kardzhali District. 6 of them have a population of over 2,000 inhabitants, 20 are with a population of between 667 to 2,000 inhabitants. 197 settlements, operated by ViK have a population of less than 667 inhabitants and 109 are not serviced operated by ViK. This number does not include smaller settlements - those with less than 50 inhabitants, as we consider it is technically and economically inappropriate to construct sewerage system for them.

Short-term programme Study costs: • 20 settlements with a total population of 19,568 inhabitants and 15 € costs per inhabitant: 19,568 inh. х 15 € • 306 settlements (with a total population of 50-666 inhabitants) with 10,000 € costs per settlement:

306 х 10,000 €

Medium-term programme For construction of sewerage systems in settlements with a population of 50 – 2,000 inhabitants in 2021, we include 37,841 inhabitants and 650 € per inhabitant: 37,841 inh. х 650 €

Long-term programme For construction of sewerage systems in settlements with a population of 50 - 2,000 inhabitants, we include 37,842 inhabitants and 650 € per inhabitant:

37,842 inh. х 650 €

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APPENDIX 7-1 ENVIRONMENTAL ASSESSMENT PROCEDURE

Environmental Assessment (EA) of plans and programmes is a preventative tool for evaluating the potential significant effects on the environment, resulting from the implementation of plans and programmes at national, regional and local level. The assessment is carried out simultaneously with its development, i.e. the approach aims to integrate processes. EA execution is fully consistent with statutory national procedures for preparation and approval of plans/programmes and the authorities responsible for their endorsement should conform to EA statement.

EA gives a notion of the expected changes that will occur in the environment, as a consequence of the performance of the investment intentions set out in plans and programmes.

The goal is to provide a high level of environmental protection by determining the expected impact of the activities covered by the strategic planning.

EA execution is mandatory for the plans and programmes under Art. 85, para. 1 of the Environmental Protection Act (EPA) in the different planning areas, where those plans and programmes outline the framework of the future development of investment proposals in accordance with Annex № 1 and 2 of EPA and have a significant impact on the environment.

Plans and programmes, concerning the areas specified in EPA, but at a local level, also on small areas, and modifications to the above-cited plans and programmes are evaluated when their application is likely to have significant impacts on the environment.

The need for EA of a proposed plan and programme or their amendment shall be determined by decision of the competent authority, which in the present case is the Ministry of Environment and Water.

The elaboration of the environmental assessment takes into account the objectives of the proposed plan, the territorial scope and level of detail that can be identified at this stage in order to describe, analyse and evaluate the potential impacts on human health and environmental components that arise during the plan implementation.

EA contains the information required under Art. 86, para. 3 of EPA and is consistent with the level of detail of the plan. EA takes into account the recommendations made during the consultations with stakeholders and institutions.

The following regulatory framework and methodologies is used for preparation of EA:

• Environmental Protection Act (Promulgated, SG, No 91/ 2002; last amended and supplemented, No 53/2012);

• ORDINANCE on the terms and conditions for carrying out environmental assessment of plans and programmes - Adopted by Decree of the Council of Ministers № 139 of 24 th June 2004, last amended and supplemented, No 38/11 th January 2012 ( transposed Directive 2001/ 42/ EC on the assessment of the impact of certain plans and programmes on the environment).

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• ORDINANCE on the terms and conditions for carrying out compatibility assessment of plans, programmes, projects and investment intentions with subject and objectives of conservation of Protection areas – (SG, No73/2007, last amended and supplemented, SG No 3/1 2011 ( According to Biodiversity Act only Plans affecting the territory of Protection Areas are subject to compatibility assessment).

• „Guidelines on Environmental Assessment of Plans and Programmes in Bulgaria” , 2002. (http//www.moew.government.bg, key topic „Preventive activity”).

• EC instructions and methodologies on strategic environmental assessment.

• The conditions of ORDINANCE on environmental assessment of plans and programmes, as well as of ORDINANCE on compatibility assessment with Protection areas are to be observed.

Two approaches are applied for preparation of EA:

• Approach based on the principles of integrated environmental management;

• Communication approach.

The following methodology is employed:

• Collecting and complementing the information required for elaboration of Environmental assessment and Compatibility Assessment.

• Assessment of the current situation in order to identify positive and negative aspects of interconnections in environment. It is necessary to determine potential conflicts related to the impact on individual environmental components and factors.

• Suggesting measures to reduce to the minimum the negative impacts on environment in order to meet the requirements of the effective legislation in the implementation of proposals included in the investment programmes.

• In the plan development process, the Contracting Authority shall conduct consultations with the competent authorities in accordance with Art. 19 (2) of the Ordinance on the terms and conditions for carrying out environmental assessment of plans and programmes.

Environmental Assessment (EA) procedure is as follows:

• Preparation of a written request for evaluating the need for EA;

• Participation in the scheme development and conduct of consultation with the public, stakeholders and third parties, which are likely to be affected by the plan;

• Preparation of Environmental assessment and Compatibility Assessment Reports, if requested by the competent authority.

• Participation in the organisation and conduct of public discussion of EA Report. Carrying out consultations with the public, stakeholders and third parties, which are likely to be affected by the plan or programme; public discussion (if required for the draft plan, under a special law or if more than

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two reasoned negative statements or suggestions for alternatives have been received during the consultations);

• Including the results of the consultations in the EA report;

• Defining measures to monitor and control the implementation of the plan or programme;

• Issuance of EA statement;

• Monitoring and control during the implementation of the plan or programme.

EA shall be assigned as an independent report only by Decision of the competent authority after considering the Information on Evaluation of the need for environmental assessment.

According to Art. 2, para. 2 of Ordinance on the terms, conditions and methods for carrying out EA of plans and programmes - Decree of the Council of Ministers № 139/SG. No 57/2004, amended and supplemented, SG. 38/2012, the Regional Water and Wastewater Master Plans and investment programmes attached to them are subject of evaluation for identifying the need for EA, as they fall within the scope of item 6 Water Resources Management, item 6.1 Water Act, of Annex № 2 to Art. 2, para. 2, item 1 of the same Ordinance (Area under Art. 85, para. 1 of EPA).

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