Turkey 1934 Agreement Pertaining to the Construc
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Annex Annex Bilateral water agreements Annex Basin Parties Year Title 1 Meric Greece -Turkey 1934 Agreement pertaining to the construction of hydraulic facilities on both banks of the Meric-Evros River [own translation] 2 Meric Greece Turkey 1963 Protocol on the improvements of the River Meric watercourse that constitutes a significant portion of the Turkish-Greek Thracian Border [own translation] 3 Meric Bulgaria Turkey 1968 Agreement between the Republic of Turkey and the People’s Republic of Bulgaria on the Cooperation of the Utilization of the Waters of the Rivers Flowing in the Territories of the Two Countries [own translation] 4 Meric Bulgaria Turkey 1975 Agreement on Long Term Economic, Technical, Industrial and Scientific Cooperation between the Government of the Republic of Turkey and the Government of the People’s Republic of Bulgaria [own translation] 5 Meric Bulgaria Turkey 1993 Agreement on Assistance and Cooperation in the Field of Water for Reducing the Negative Effects of the Drought of 1993 [own translation] (continued) A. Kibaroglu et al. (eds.), Turkey’s Water Policy, 327 DOI 10.1007/978-3-642-19636-2, # Springer-Verlag Berlin Heidelberg 2011 328 Annex Annex Basin Parties Year Title 6 Meric Turkey Bulgaria 1998 Agreement on Cooperation in the Fields of Energy and Infrastructure Between the Government of the Republic of Turkey and the Government of the Republic of Bulgaria [original extract] 7 Meric Turkey Bulgaria 2002 Protocol of the Fifteenth Session of the Turkish-Bulgarian Joint Committee For Economic and Technical Cooperation [original extract] 8 Kura-Aras USSR Turkey 1964 Protocol and its attachments on the meeting of the Turkish-Soviet Joint Commission pertaining to the construction of a joint dam on Arpacay (Ahuryan) [own translation] 9 Kura-Aras USSR Turkey 1975 Cooperation Agreement between the Government of the Republic of Turkey and the Government of the Union of the Soviet Socialist Republics on the construction of a dam on the boundary river Arpacay (Ahuryan) and the Constitution of a Dam Lake [own translation] 10 Kura-Aras Coruh USSR Turkey 1990 Agreement on the Cooperation for the Construction of Hidrotechnical Facilities for the Prevention or Correction of the Riverbeds of Arpacay (Ahuryan) Coruh River, Posof and Caksu Streams extending between the border stone number 41 through border stone number 450 on the Turkish Soviet Union border [own translation] 11 Tigris and Euphrates Turkey Iraq 1946 Treaty of Friendship and Good Neighbourly Relations signed between Turkey and Iraq [own translation] 12 Euphrates Turkey Syria 1987 Protocol on Matters Pertaining to Economic Cooperation between the Republic of Turkey and the Syrian Arab Republic [original extract] Annex 329 Annex 1 Agreement pertaining to the construction of hydraulic facilities on both banks of the Meric-Evros River [own translation] The Republic of Turkey on one hand and The Republic of Greece on the other Desirous of regulating the hydraulic facilities on both banks of the river Meric within the friendly spirit that exists between the two nations and have decided to conclude this agreement to this effect: The President of the Republic of Turkey has appointed: His Excellency Menemenli Numan Bey, Secretary General of the Ministry of Foreign Affairs, The President of the Republic of Greece has appointed: His Excellency Sakellaropulos, Extraordinary Envoy and Minister Plenipoten- tiary to Ankara. After presenting their credentials of authority have agreed on the following issues: PART ONE Provisions and conditions pertaining to the facilities currently in existence 1) Facilities to be removed Is currently existing on the river and the facilities mentioned below shall be removed as soon as possible. 1) The foundation piles of the ancient Decauville bridge located immediately at the downstream of the Marassia-Maras village. 2) Two dams at the mouth of the river and in the vicinity Gemicikoyu- Gematu towards Turkey and the spurs under construction (section to of the Kuckuncukadasi-border limitation protocol). 3) The mill dam carried away by water and located at the upstream of Edekoyu- Pactii and the spur just a little above the said dam towards Greece. 4) The brick wall at the point where the Cayade delta forks out and in the vicinity of the Turkish checkpoint. 2) Facilities to remain in place: All the other facilities that actually exist on the river such as the protective wall, dikes, spurs, small spurs, etc., shall be retained as they are until preparation of the project (B) sets out the rules in respect to these facilities. It should be well understood that this preservation of the facilities should not imply in any way, the development that will carry the facilities beyond their lines of operation, or 330 Annex modification thereof. It is also well understood that the term retention shall not imply the repair of the devastated spur. The measures taken on these facilities in order to continue to deride their intended use shall not mean improvement or extension of the existing facility. Such maintenance works may only be performed after notifying the other party ten days in advance of the actual date of work. As the Turkish delegation had requested the removal of the closing dike in the direction of the mouth where the rive meets at the Kuleburga (Pythion) down- stream and which obstructs the natural flow of the river at the border marking number 23, marked by the border limitation commission during 1925-1926 on one hand, the Greek delegation had requested the removal of the spurs at the Nazimbey Ciftligi shores, which gave the appearance of encroachment, it was decided to incorporate this matter in the review to be conducted in accordance with section 11 of project (b) of this agreement, and the 20 kilometer portion of this project shall be included in the review. Leaving or removing of the dikes on the shores of Turkey facing Kurtbucagi (south of Poros-Kaldirkos) in project B shall be stipulated after the review stated in part II. PART TWO Hydraulic facilities to be constructed 1) Provided that prior notification of one month is given, determination of the type of facility each party is to build at its liberty. These facilities shall be in three types: a) Frontal protection walls of the river shores, b) Dikes, c) Spurs a) Provided that the base is not broader than 4 meters in the river bed as of the revetment, and does not exceed the water level of 50 centimeters at most the frontal protection walls may be made in any shape or form and out of any material. The thickness of the revetment may not exceed one meter. How- ever, the situation is different for sustaining walls. In this event the thickness of the wall shall be calculated according to the material to be used and the pressure it will be exposed to. If wooden piles are to be used for frontal protection, the width of the facility may not exceed 3 meters from the shores when the level of water is at its lowest. Generally frontal protection may be erected at the places where the river is eroded or where there is the possibility of erosion. They shall in no way be erected at the convex or the tips of the shores. Annex 331 b) The dikes shall be submersible, and proportionately short in length, shall be parallel to the river or inclined to the river. The purpose of the dikes is to protect the inhabitants thereat from floods. These shall be erected at steep shores at points that are threatened with being destroyed by floods. Likewise, permission shall be given for the construction of these dikes around the villages and at desired heights to protect the villages from flood waters It is well understood that Turkey is authorized to construct any type of hydraulic facilities in the area between the Arda Bridge and border marking number 23, granted that, such works shall be restricted in accordance with the interna- tional law and other laws that Turkey is a part of, if the work performed adversely affects the Greek territory. c) Permission shall only be granted to build small spurs at the concave places caused by erosion. The maximum length of these spurs shall be 7.50 m at the place of erosion and this length shall gradually be shortened as the erosion decreases and shall be drawn to it at the place where the erosion begins or ends. These spurs shall be perpendicular to the low flow and their heights shall not exceed the natural floor on the shore and its tip shall be equal to the level of the low water. It shall be sloped above the low flow and shall be 45 degrees at the base. Spurs shall not be built at places where the river separates and where islets are constituted. 2) Hydraulic facilities to be built after the joint review of the gradual stages for the reinforcement of the main bed of the river. Both States shall begin the reinforcement of the main bed coasts in the joint section by taking into consideration the effects caused by the main and the secondary tributaries flowing into the river. If a correction needs to be made in the bed of the river in the study conducted as a result of this process, such correction shall be made with an agreement concluded between the parties in this regard. The said process shall be conducted in sequences at the places where the river separates the common watercourse from the source to the downstream of the river. Each section must be 20km long. The said process shall be conducted by both parties together and shall be completed within the period specified in the study prepared in this regard.