GELBOLU MUNICIPALITY E1147 V7 Public Disclosure Authorized

GELBOLU MUNICIPALITY SOLID WASTE DISPOSAL PLANT Public Disclosure Authorized Environmental Impact Assessment Report

Çanakkale Province, Gelibolu District, Kavakltepe Village, Ankara, 2007 Public Disclosure Authorized

EKOÇEVRE PROJE YÖNETM VE LABORATUVAR HZMETLER LTD. T.

Address: O uzlar Mahallesi Ceyhun Atf Kansu Caddesi 56. Sokak No:16/12 Balgat, 06520 Ankara Telephone: +90 312 220 17 55 (pbx) Fax: +90 312 220 17 56 Internet: www. ekocevre.com.tr E-mail: [email protected] Public Disclosure Authorized

1 Cover Page

Project Owner Gelibolu Municipality Address Gelibolu Municipality Building -Çanakkale Telephone No +90 286 5661011 Fax No +90 286 5662825 Project Title Gelibolu Municipality Solid Waste Disposal Plant Definition and Scope of Project The project is related to the Gelibolu Municipality Solid Waste Disposal Plant, planned to be constructed on a total area of 90.440m²in Çanakkale Province, Gelibolu District, Kavakltepe Village, by Gelibolu Municipality for the disposal of the domestic solid waste within the borders of Gelibolu Municipality via regular storage. Clear address of the Project Location Selected Çanakkale Province, Gelibolu District, (Province, District, Town, Location) Kavakltepe Village Report prepared by the Organization/Study EKOÇEVRE Proje Yönetimi ve Laboratuvar Group Hizmetleri Ltd. ti. Address O uzlar Mahallesi Ceyhun Atf Kansu Caddesi 56. Sokak No: 16/11 Balgat/Ankara Tel +90 312 220 17 55 (pbx) Fax +90 312 220 17 56 Internet www. ekocevre.com.tr Electronic Mail Address [email protected] Report Submittal Date ………..2009 Decision No ……. Decision Date …../…./2009

2 Preface

The present report has been prepared for Gelibolu Municipality Solid Waste Disposal Plant, planned to be constructed by Gelibolu Municipality on a total area of 90.440m² at location of Çanakkale Province, Gelibolu District, Kavakltepe Village. The present report has been prepared due to the criteria under the scope of Environmental Impact Analysis, Category A Projects determined by the World Bank. In the first part of the report prepared to assess the said activity and the eventual environmental impacts, taking into consideration the project work flow chart, capacity, total area, technology, number of staff, utilization of the natural sources (land utilization, water utilization, type of energy used etc.), quantity of waste produced (solid, liquid, gas etc.), chemical, physical and biological properties of the waste, the accident risk probable to derive from the technology and the material used, and the measures to be taken against the eventual environmental impacts of the project, the properties of the project are described. In the second part of the report, providing information related to the existing land quality and utilization, the sensitive ecosystems and the protected area in the near surrounding of the project are elaborated. In the third part of the report, through a research for both the project location and the alternatives related to the production technology selected an overall assessment is provided. And the Appendix of the report includes various introductive plans, maps and documents related to the project, as well as the introduction of the study group that prepared the report. On this occasion, we would like to extend our thanks to Gelibolu Municipality Authorized Personnel, the study group members of our company and to those who have contributed via providing the entire technical and administrative information and documents required for the preparation of this report.

EKOÇEVRE Proje Yönetimi ve Laboratuvar Hizmetleri Ltd. ti.

3 Contents

CHAPTER 1 ENVRONMENTAL IMPACT ASSESSMENT ...... 9 1. PROJECT DESCRIPTION...... 9 1.1. Work Flow Chart ...... 9 1.2. Capacity...... 11 Population Projection...... 12 1.3. Technology...... 14 Bottom Lining...... 21 Waste Layers and Daily Cover Layer...... 22 Final Cover...... 23 Transport of Solid Waste...... 23 1. 4. Area...... 23 1. 5. Number of Personnel ...... 24 2. ENVIRONMENTAL IMPACTS...... 24 2.1. Land Utilization...... 24 2.2 Water Utilization ...... 25 2.3. Raw Material Utilization...... 26 2.4. Fuel Utilization...... 26 2.5. Energy Demand ...... 26 2.6. Waste Production Quantity (Solid, Liquid, Gas etc.) and Chemical, Physical and Biological Properties of Waste ...... 26 2.6.1 Liquid Waste ...... 27 2.6.2 Domestic Solid Waste...... 30 2.6.3 Hazardous Waste ...... 30 2.6.4. Used Oil...... 30 2.6.5 Medical Waste...... 30 2.6.7 Excavation Soil...... 31 2.6.8 Gas Waste...... 32 Construction Stage...... 32 • Dust Emission...... 32 • Exhaust Gas Emission ...... 32 Operational Stage...... 33 • Exhaust Gas Emission ...... 33 • Landfill Gas produced by Waste Mass by time...... 34 2.7 Noise Pollution ...... 36 2.8 Accident Risk that may drive from the Technology and Material used 54 2.9 Measures to be taken against the Eventual Environmental Impacts of the Project...... 56 3. BASELINE DATA...... 58 3.1 General Climate Conditions of the Region ...... 58 3.2. Present Land Utilization and Quality (Agricultural land, Forest land, Planned area, Water surface etc.) ...... 63 3.3 Regional Geology ...... 63 3.3.1 Examination Area Geology...... 64 3.4 Hydrogeological Properties...... 66 3.5 Earthquake Tendency of the Land...... 66 3.6.1 Wet Lands...... 67 4 3.6.2. Forestry Land...... 68 3.6.3. Agricultural Land...... 68 3.6.4 Flora and Fauna ...... 68 Fauna ...... 73 Birds ...... 74 Amphibians ...... 75 Reptiles...... 76 Mammals ...... 77 3.6.5. Historical, Cultural, Archeological Areas and Land with Identical Importance...... 78 3.6.6 Afforested Areas...... 79 4. ANALYSIS OF ALTERNATIVES ...... 79 Technology Alternatives ...... 79 Incineration ...... 79 Compost Plant...... 80 Storage...... 80 Project Location Alternatives ...... 80 5. EXECUTIVE SUMMARY...... 80 6. POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK ...... 84 CHAPTER 2 ENVIRONMENTAL MANAGEMENT PLAN (EMP)...... 87 Part A. DEFINITION AND THE PURPOSE OF THE PROJECT ...... 90 Appendixes ...... 120

5 Tables

Table 1 Municipality Populations ...... 12 Table 2 Population Increase Factors Calculated according to ller Bank Method12 Table 3 Vaporization Values (mm) ...... 17 Table 4 Typical Characteristics of Landfill Gas ...... 20 Table 5 Area of Indoor and Outdoor Spaces...... 24 Table 6 Leachate Water ...... 28 Table 7 Leachate Water Characterization...... 28 Table 8 General Properties of Leachate Water due to the age of storage area ...28 Table 9 Equipment Used and Fuel Consumption...... 32 Table 10 Emission Factors of Pollution by Diesel Engine Vehicles...... 32 Table 11 Equipment Used and Fuel Consumption...... 33 Table 12 Emission Factors of Pollution by Diesel Engine Vehicles...... 33 Table 13 Gas emission Limit Values...... 33 Table 14 Gas Components...... 34 Table 15 Gelibolu Municipality Solid Waste Landfill Field–Gas Potential...... 35 Table 16 Sound Power Levels...... 36 Table 17 Engine Powers ...... 38 Table 18 Sound Power Levels of Vehicles and Equipment...... 39 Table 19 Distribution of Sound Power Levels on Octave Bands...... 39 Table 20 Sound Pressure Levels of Vehicles and Equipment Used in Construction Stage...... 40 Table 21 Atmospheric Absorption ...... 41 Table 22 Final Sound Pressure Levels...... 42 Table 23 Correction Factors...... 43 Table 24 Sound Levels ...... 43 Table 25 Lday Values...... 45 Table 26 Sound Power Levels...... 46 Table 27 Engine Powers ...... 47 Table 28 Sound Power Levels of Vehicles and Equipment...... 48 Table 29 Distribution of Sound Power Levels on Octave Bands...... 49 Table 30 Sound Pressure Levels of Vehicles and Equipment Used in Operational Stage ...... 49 Table 31 Atmospheric Absorption Values...... 50 Table 32 Final Sound Pressure Levels of Vehicles and Equipment to be used in Operational Stage ...... 51 Table 33 Correction Factors...... 51 Table 34 Sound Levels of Vehicles and Equipment to be used in Operational Stage ...... 52 Table 35 Lday Values (The estimated noise level in the project area)...... 52 Table 36 The limit values for Constraction Site Noise Control Regulation Table 5 Limit Values ...... 54 Table 37 Temperature (ºC)...... 59 Table 38 Precipitation (mm) ...... 60 Table 39 Long Years Average of Monthly Vaporization Values (mm)...... 60 Table 40 Average Relative Humidity (%) ...... 61 Table 41 Counted Days...... 62 Table 42 Long Years Average of Monthly Wind Speed Values (m/sec)...... 63 Table 43 Flora ...... 72

6 Table 44 Bird Species...... 74 Table 45 Amphibians...... 75 Table 46 Reptiles...... 76 Table 47 Mammals...... 77

Figures

Figure 1 Process Flow Chart ...... 10 Figure 2 Schematic Landfill facility Cross-section ...... 22 Figure 3 Schematic Bottom Sealing and Final Cover Type Section ...... 22 Figure 4 Graphic of Solid Waste Landfill Field–Gas Potential...... 36 Figure 5 Noise Distribution Graphic in Construction Stage ...... 46 Figure 6 Noise Distribution Graphic in Operational Stage During Daytime...... 53 Figure 7 Monthly Average Temperature (ºC) ...... 59 Figure 8 Average Total Precipitation (mm) ...... 60 Figure 9 Long Years Average of Monthly Vaporization Values (mm)...... 61 Figure 10 Average Relative Humidity (%) ...... 62 Figure 11 Earthquake Map...... 67 Figure 12 Vegetation Formation of Mediterranean Plant Geography Region ...... 70 Figure 13 Vegetation Cover ...... 71 Figure 14 Existing Storage Area...... 81

Appendixes Appendix A ...... List of EA Report Preparers Appendix B ...... References Appendix C ...... Meetings (Available in EMP) Appendix D ...... Other Documents and Maps Appendix D.1. General Layout Appendix D.2. Location Appendix D.3. Satellite Photograph Appendix D.4. Topographic Map Appendix D.5. Photos Appendix D.6. Geological Map Appendix D.7. Meteorological Bulletin Appendix D.8. Maximum Precipitation Values observed in Standard Times Appendix D.9. Septic Tank Plan

7 Terms Bkz : See … $ : American Dollar : Euro A.B.D : Department A.. : Joint Stock Company EU : European Union USA : United States of America UAE : United Arab Emirates CO : Carbon monoxide CO2 : Carbon dioxide Rep. : Republic EIA : Environmental Impact Analysis SPO : State Planning Organization F : Fluoride Fed. : Federation ITC : International Trade Statistics O.H.S : Occupational Health and Safety L.P.G : Liquefied Petrol Gas Ltd.ti : Limited Company BC : Before Christ No. : Number NO2 : Nitrogen dioxide NOx : Nitrogen oxide CCT : Common Customs Tariff PB : Lead PS : Particular Substance SO2 : Sodium dioxide SOx : Sodium oxide Sp. : Species TR : Turkish Republic SIS : State Institute of Statistics var. : variety etc. : et cetera VOC : Volatile Organic Compound

8 CHAPTER 1 ENVRONMENTAL IMPACT ASSESSMENT 1. PROJECT DESCRIPTION he present report has been prepared due to the criteria under the scope of Environmental Impact Analysis, Category A Projects determined by the T World Bank. The Project is related to Gelibolu Municipality Solid Waste Disposal Plant to be constructed by Gelibolu Municipality on a total area of 9 ha, in Çanakkale Province, Gelibolu District, Kavakltepe Village. Under the scope of the Project, the landfill and disposal of domestic solid waste within the borders of the municipality is planned. The project description is presented below taking into consideration the work flow chart, capacity, area, technology, number of personnel, utilization of the natural sources (land utilization, water utilization, type of energy used etc.), quantity of waste produced (solid, liquid, gas etc.), chemical, physical and biological properties of waste, accident risk that may derive from the technology and materials used, and the measures taken against the eventual environmental impacts of the project. 1.1. Work Flow Chart

Under the scope of the project the domestic solid waste produced within the borders of the municipality (the solid waste coming from the gardens, parks and picnic areas, not included under the definition of hazardous and dangerous domestic waste), domestic waste shall be transferred to the plant in covered and special vehicles, after the completion of acceptance and scaling shall be forwarded to the related units according to the process to be applied. The domestic solid waste and domestic waste collected separately from the origin shall be directly transferred to the landfill field. The packaging waste collected separately from the origin shall be brought to the sorting facility; The packaging waste will be sent to the bunkers. They shall be given to the licensed recovery firms after being divided into categorization. The medical waste, without being processed, the medical waste shall be collected at source by relevant medical staff as it is being generated without mixing with other categories of waste. Bags used in collecting medical waste shall be resistant to tear, puncture, burst, and impact of transport. The collected medical waste shall directly be transferred to the medical waste sterilization facility, located in Çanakkale (a big city, 50 km away from Gelibolu). The main reason of this practice is the economics of sterilization. Since the produced medical waste in Gelibolu Region is insufficent to make on-site sterilization and disposal economically- feasible, transfer option (to Çanakkale) shall be realized. After being sterilized, the medical waste shall be disposed off at the landfill in Çanakkale.

The solid waste which will be sent directly to the landfill cells and transferred to the landfill field, shall be spread and compacted by dozer and compactor. The solid waste mass shall daily be covered by soil cover, in case the solid waste landfill stage is filled, final cover shall be applied to the solid waste mass. A gas and leachate drainage systems shall be built. After this construction work, the operational stage will be started. After the landfill will be implemented, municipality will put a management plan for the existing wild dumping site into practice. The process flow chart is presented in the Table below.

9 Figure 1 Process Flow Chart

Since it is a costly investment, a treatment plant shall not be implemented for leachate treatment in the scope of the project. Accordingly, management of the produced leachate will be carried out in two operational periods. Since there is not a municipal wastewater treatment plant in Gelibolu, in the first period (first 5 years) leachate shall be collected in a pond, in which evaporation through natural weathering conditions occurs. In this period excess leachate, which remains after evaporation, shall be re-circulated back to top of the deposited waste. During this period, municipality shall construct a municipal wastewater treatment plant. After 5 years of operation of the landfill the second period will be realized, when the collected leachate shall be transformed to the municipal wastewater treatment plant.

10 With the Leachate water drainage system, the Leachate water produced in the solid waste landfill area will be collected, transferred to the Leachate water vaporization pool, will evaporate here, and the Leachate water remaining non evaporated will be re-circulated and will be flown to over the solid waste landfill area as surface Leachate. An re-circulation system for leachate water will be constructed. And the treatment plant design parameters will be determined according to the leachate water during the five years. 1.2. Capacity

From the plant to be constructed under the scope of the project; the domestic solid waste, domestic industrial solid waste produced within the borders of Gelibolu Municipality will be directly deposit in domestic solid waste lots (landfill). The recoverable materials from the domestic packaging waste will be divided into categories as paper, carton, plastic, metal and glass and these will be regained and returned to economy. Solid waste landfill field; Approximately in a total landfill area of 43837,0 m2 is designed 2 lots (Lot 1 22973,8 m2, Lot 2 20863,2 m2 as landfill cells. Within the scope of the 17 years projection, first lot is designed of a capacity to storage 361.806 m3 solid waste until 2025. For this purpose under the scope of the project the solid waste landfill field shall consist of a packaging waste sorting facility for packaging waste recovery and a waste battery temporary storage cell. The batteries will be collected by the TAP (Turkish Waste Batteries) Society. The buildings, units and the structures to be used under the scope of the project for packaging waste sorting, temporary and landfill are presented in the following. The overall settlement plan is available in Appendix D. ƒ Solid Waste Landfill Lots ƒ Plant entrance (Accsess Gate and Security Control Unit) ƒ Waste Acceptance Central Building and Weighbridge ƒ Administration Building and Maintenance Repair Workshop Building ƒ Wheel Washing Unit ƒ Infrastructure ƒ Potable and Service Water System ƒ Waste Water and Sewage System ƒ Energy, Illumination System and Transformer Building ƒ Communication System ƒ Excavation Surplus Deposit Area ƒ Car Parking ƒ Plant Protective Fence and Forestation ƒ Roads ƒ Waste Battery Temporary Storage Cell ƒ Packaging Waste Sorting Facility ƒ Fire Extinguishing System ƒ Surface Water Drainage System ƒ Leachate Water Drainage System ƒ Leachate Water Collection Pool ƒ Re-circulation System for Leachate Water ƒ Leachate Water Treatment Plant and Units ƒ Landfill Gas Drainage System ƒ Landfill Gas Collection System ƒ Landfill Gas Combustion System ƒ Observations Wells

11

Population Projection

Under the scope of the project Gelibolu Municipality shall be the beneficiary of the project; and the population of the said municipality determined in census of years 1980, 1990, 1997 and 2000 are presented in the following Table. As it can clearly be seen from the Table the total population of the municipality in year 2000 is 23.127 persons and in year 1980 is 14.721 persons. In the calculation of population and waste projections the method of ller Bank is used. Under the scope of this method first of all the population increase factor for each municipality has been calculated separately using the formula below.  N y px=−n 1 100 N e

Among the populations of different years the increasing factor varies. For this reason, different increasing factors for different years were used and the average of these was calculated; and in the final calculations the port value obtained was used. Table 1 Municipality Populations

Municipality 1980 1990 1997 2000 Gelibolu Municipality 14.721 18.670 20.180 23.127

In the formula above p stands for population increase factor, Ny for the latest census result, Ne for the first census result, n for the difference between the first and the last census year. According to this formula, in case the population increase factor calculated is lower than 1, it is considered as 1; when it is found as between 1 and 3, it is considered as the calculated value and in cases where it is higher than 3, it is considered as 3. A)If by the calculation p 1 is : p should consider as 1 (p = 1) B)If by the calculation 1 < p <3 is : p should consider as calculated value (p = Calculated value) C)If by the calculation p 3 is : p should consider as 3 (p = 3)

The above discussed population estimation method is known as “ller Bank Method”. This method is an established method for Turkey circumstances and past experiences indicated that it represents the population increases in acceptable margin of errors. The method is based on some assumptions and the convergence of p value (to either 1 or 3) is one of these assumptions proclaimed by the ller Bank. (Source: Specification of ller Bank Drinking Water Project, 2003) It is from the technical specification of ller Bank. This reference is used in such projects.

Table 2 Population Increase Factors Calculated according to ller Bank Method

Population Increase Population Increase Factor Increase Factors Factors Calculated (p) Considered (p) P1 (1980-2000) 2,28 2,28 P2 (1980-1990) 2,40 2,40 P3 (1990-1997) 1,11 1,11 3 P4 (1997-2000) 4,64

P5 (1980-1997) 1,87 1,87 P6 (1990-2000) 2,16 2,16 Port 2,13

12 The future population values of the Municipalities standing as members of Association are calculated according to ller Bank method presented below. p n NNx=+y 1 100 N : Future Population Ny : Latest Census Result n : Difference between the coming year and the latest census

GELBOLU Population Detailed Data Total Unit solid Solid Packaging Waste be Medical Cumulative waste Total solid Total solid Years Futura waste waste stored waste Amount production waste waste 3 Populations quntity quantity regularly quantity (m /year) (kg/per- (ton/year) (m3/year) (ton/year) (ton/year) (ton/year) (ton/yl) person-day) 2008 32.375 1,038 12.261 1.226 11.035 74,74 11.110 7.407 7.407 2009 32.958 1,048 12.733 1.273 11.460 75,49 11.535 15.380 22.787 2010 33.554 1,058 13.223 1.322 11.901 76,24 11.978 15.970 38.757 2011 34.162 1,069 13.734 1.373 12.361 77,00 12.438 16.583 55.340 2012 34.783 1,080 14.264 1.426 12.838 77,77 12.916 17.221 72.561 2013 35.417 1,090 14.816 1.482 13.334 78,55 13.413 17.884 90.445 2014 36.065 1,101 15.391 1.539 13.852 79,34 13.931 18.574 109.019 2015 36.727 1,112 15.988 1.599 14.389 80,13 14.469 19.292 128.311 2016 37.403 1,124 16.610 1.661 14.949 80,93 15.030 20.039 148.350 2017 38.093 1,135 17.256 1.726 15.530 81,74 15.612 20.816 169.166 2018 38.798 1,146 17.929 1.793 16.136 82,56 16.218 21.624 190.790 2019 39.517 1,158 18.628 1.863 16.765 83,39 16.848 22.464 213.254 2020 40.253 1,169 19.356 1.936 17.420 84,22 17.505 23.339 236.593 2021 41.004 1,181 20.114 2.011 18.103 85,06 18.188 24.250 260.843 2022 41.770 1,193 20.901 2.090 18.811 85,91 18.897 25.196 286.039 2023 42.554 1,205 21.722 2.172 19.550 86,77 19.636 26.182 312.221 2024 43.353 1,217 22.574 2.257 20.317 87,64 20.405 27.207 339.428 2025 44.170 1,229 23.462 2.346 21.116 88,51 21.205 28.273 367.701 (*) Bu rakam yerleik nüfusu göstermektedir. Toplam Nüfusta +5000 ki i turistik nüfus eklenmitir. Note: The increase in solid waste production per person is considered to increase by 1% for each year. The solid waste compression rate in the solid waste landfill field is taken as 0,75 ton/m3. Packaging waste recovery rate is assumed as 15%.

Accepted waste entering the plant; • Domestic solid waste produced in houses in settlement areas, • Herbal waste produced in parks, gardens and identical green areas, • Domestic waste from industrial and commercial facilities, • Recoverable solid wastes including packaging waste.

Unaccepted waste entering the plant; • Liquids and liquid wastes, • Treatment sludge from Gelibolu municipality wastewater treatment plant without dehydration until fluidity is over, • Explosive substances, • Wastes that may cause enormous dust, noise, pollution and odor during storage, • Radioactive substances and wastes,

13 • Solid waste included in hazardous waste • Animal cadavers

1.3. Technology

The application details of the units and structures planned to be constructed due to the process in the plant under the scope of the project are elaborated separately in the following. Plant Entrance (Access Gate and Security Control Unit)

The entire plant will be surrounded by a wire fence and at the entrance of the plant a double wing door to be operated manually is envisaged. In this way the complete control of the plant will be provided and unauthorized entries will be prevented. Waste Acceptance Central Building and Weighbridge

A solid waste acceptance central building will be constructed where one personnel checks, weighs the wastes and determines to which disposal unit the waste will be transferred; and in front of the building a scale with an electronic measurement system will be placed. In this building the origin and type, arrival time and vehicle details of the solid waste transferred to the plant via solid waste transport vehicles will be recorded. This recorded information will be transferred to computer environment. After the recording process of the wastes is completed the weighing process will be applied. After weighing the solid waste will sent directly to the disposal area (lots) and there will be no different categories of disposal areas. Domestic waste will not be sorted by type. The packaging waste will be collected separately from the origin shall be brought to the sorting facility. The domestic solid waste collected separately from the origin shall be directly transferred to the landfill field without sorting by type Administration Building and Maintenance Repair Workshop Building

An administration building shall be constructed with the scope of performing the administrative services. Under the scope of the administration building an office, refectory, kitchen and WC is envisaged. The administration building shall be located in such a manner to have the waste acceptance central building, maintenance and repair building, solid waste storage area and identical units in sight. Compactor, dozer, loader, trucks and identical vehicles shall be used in the solid waste landfill field during daily operation. A maintenance repair workshop building for the simple repair of these vehicles and for the performance of similar repairs needed in the plant shall be constructed. Vehicle wash, changing room, shower and WC units will be available in this building. Wheel Washing Unit

A wheel washing unit for the stained wheels of the solid waste transfer vehicles with the scope of preventing the transfer of the pollution to the outside of the plant shall be constructed. The waste water coming from the wheel washing unit shall be collected in the impermeable septic tank. Then the collected wastewater will be transported to the sewage system, operated by Gelibolu Municipality. Gelibolu Municipality will collect them and discharge them into the channel connected to the sewer system currently.

Infrastructure

14 Potable and Service Water System

The water demand to occur in the plant shall be provided by the water storage tank to be constructed according to the type project with capacity of 200 tons, of ller Bank DG. The water storage tank shall be located in a high land and enable the water to be provided to the buildings and units in the plant via gravity. Pumps will intervene for the parts and hydrants inaccessible via gravity where pressure is required. Under the scope of the project the potable water shall be provided in carboys and the service water shall be transferred to the plant via tanks. Waste Water and Sewage System

During the construction stage in the plant the waste water to be produced by the administration and technical buildings shall be collected in two separate impermeable type septic tanks with respective capacity of 60 m3 and 6 m3, to be designed .(See Appendix D.9) The domestic waste water to be produced during the operational stage of the project shall be transformed to the nearest sewage network. Energy, Illumination System and Transformer Building

A transformer station shall be installed in the field in order to supply the energy demand for the operation of the plant. With the scope of providing easy and fast access the transformer station shall be located in a suitable place. There will also be a generator with sufficient capacity to run the emergency systems like fire extinguishing system and field illumination in case of energy interruption. Communication System

Telephone system shall be installed in the related units to provide in-plant and out-plant communication. Excavation Surplus Deposit Area

Enough area shall be allocated in the project area for the excavation surplus.

Car Parking

A car parking area shall be constructed for the personnel employed in the plant and for the work vehicles to be used during the operational stage and where necessary for the temporary parking of solid waste transfer vehicles. Plant Protective Fence and Forestation

The entire location involved within the borders of the plant shall be surrounded with wire fence and afforested. Roads

Under the scope of the project access roads to the buildings and the disposal areas are planned.

Waste Battery Temporary Storage Cell

A waste battery temporary storage cell made of reinforced concrete and with the walls covered with acid resistant material, in a separate area other than the solid waste landfill lots shall be constructed to perform the temporary storage of used batteries. The batteries will be collected by the TAP (Turkish Waste Batteries) Society.

15 Packaging Waste Sorting Facility

Enough area shall be allocated in the project area for Packaging Waste Sorting Facility for which the Administration shall decide the technology selected before the commissioning of the plant and the construction of the said unit will be realized on the determined area in the project.

We prepare the content by the request of the Municipality. For Packaging Waste Sorting Facility, it is possible that Municipality plan to provide to construct a private firm. Packaging Waste will be collected and transported by the private firm.

Fire Extinguishing System

Fire extinguishing equipment shall be available against any event of fire eventually occur in the plant both in solid waste landfill field and in the administration or technical buildings and other units. Surface Water Drainage System

In order to prevent the entrance of superficial upstream water in into the plant, a field drainage project is prepared taking into consideration the land topography, soil properties and hydraulic conditions; and under this scope, interception channels and surface water drainage channels will be used. The drainage channels are designed with the sufficient capacity to carry the entire surface water. 1 in 100 years by 24 hours storm frequency is used for design of the drainage channels. In this way the entrance of rainfall on the covered solid waste landfill field into the drainage system is provided.

It is of primary importance to keep the stability of the stored waste, particularly during precipitation (rain, snow etc.). So in order to secure the stability, surface water drainage system shall be constructed before the area will be in operation. This drainage system will operate in a manner that collects and transmits the precipitated water. So, direct contact of precipitation water as well as resulting surface flow will be minimized.

In order to minimize the entrance of surface water into the allocated land, where necessary all along the allocation borders Interception Channel Drainage Channel Drainage Line, and surface water drainage lines in order to prevent the negative impact of the surface water in the allocated area on storage lots and the other units of the plant, shall be available.

Relating the surface water drainage channel cross section geometry and the calculation of its size first of all, rational method is used for the estimated flow calculation in a determined field. The ditch shall be constructed with a trapezoidal section, and the storm water flow, should be calculated Q (1/s):

Q = CxIxA/3600 C = Flow coefficient (dimensionless) I = 100 year period 24 h precipitation intensity (1/s-ha) A = Precipitation area (ha)

16 Leachate Water Drainage System

At the bottom of the storage areas, a drainage system shall be installed in order to provide the controlled collection of Leachate water to be produced by solid waste in Leachate Water collection (Compensating) Pool. In this way the vaporization of the Leachate water by the natural weather conditions (temperature, precipitation etc.) will be provided. An evapotranspiration system isn’t planned. ) After the entire sections are closed the flow of Leachate water will decrease however, it will not be totally cancelled. For this reason, hydraulic compensating pools will continue to be used after the operation. The collection pool shall be in operation for simultaneous collection and evaporation of the leachate. As it is discussed later in this report, natural weather conditions (temperature, precipitation etc.) are suitable for vaporization of the leachate in the pool. In other words, there shall not be any special application for the evaporation of the leachate.

Table 3 Vaporization Values (mm)

1 2 3 4 5 6 7 8 9 10 11 12 Annual Average Monthly 0,2 106 162,7 213,5 259 239,5 166,6 102 53,6 34,5 >1337.6 Vaporization (mm) Average 88,5 63,1 63,8 49,1 33,9 20,8 13,1 4,1 18,7 45,5 91,7 103,3 595,6 Total Monthly Precipitation (mm) Daily Maximum 0,2 0 0 12,5 13 16,4 17,5 14 11 8,5 10 5,2 17 Vaporization (mm) Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station Data

The Leachate water collected via drainage system shall be forwarded to the collection and vaporization pool to be constructed out of this lot in order to collect the Leachate water coming from the storage lot. The Leachate water is planned to be transferred from the lot to this pool via gravity. The main purpose of Leachate water vaporization pool is to provide vaporization at maximum level. For this reason it is planned to have low depth but medium area. The annual compensation is calculated according to the precipitation, vaporization, Leachate water quantity and identical factors. Leachate Water Collection Pool

The base Insulation of the Leachate water vaporization pool is planned to be constructed similar to the one in the solid waste landfill field. For this purpose, at the bottom of the leachate water vaporization pool to be shaped as trapezoidal, the impermeability layer and high density polyethylene cover will be applied from the bottom to the top respectively. The pool with total capacity of 1.873 m3 is planned in order to collect the Leachate water coming from the lots. The parameters of the pools are as follows. Pool Shape : Trapeze sectioned Pool Structur : Excavation Pool Cover : Geo-synthetic Clay Cover + HDPE cover

17 Pool Depth : 2,5 m Water Height : 1,5 m Above level of the water level : 1,0 m External Dimensions : 44 m x 24 m Base Dimensions : 34 m x 14 m Side Slope : Inside pool 1D/2Y Volume : 1.873m3 The shape of hydraulic compensation pool is obelisk. The volumes of obelisk objects are calculated using the formula below;

h V=++++[]a 1 xb 1 ( a 1 a 2)( b 1 b 2) ( a 2 xb 2) 6 h : Height of Pool a1: Breadth of Pool base b1: Length of Pool base a2: Breadth of Pool surface b2: Length of Pool surface h V=++++[]a 1 xb 1 ( a 1 a 2)( b 1 b 2) ( a 2 xb 2) 6

=((2,5/6)*((14*34)+((14+24)*(34+44))+(24*44))) =1873 m3

To minimize leachate flow only the leachate from the active cells shall be sent to the leachate pool while runoff from the empty cells shall be diverted away. Re-circulation System for Leachate Water

With the Leachate water drainage system, the leachate water produced in the solid waste landfill area will be collected, transferred to the leachate water vaporization pool, will be evaporated here, and the leachate water remaining non evaporated will be re-circulated and will be flown to over the solid waste landfill area as surface leachate. An re-circulation system for leachate water will be constructed. Leachate Water Treatment Plant and Units

Water originally present in the waste plus water added by precipitation and runoff will infiltrate the waste matrix towards the bottom of the collection system. The leachate contains, in solution and suspension, most of the organic and inorganic contaminants of the waste and should be treated prior to discharge to the receiving environment.The composition of leachate depends on several factors, such as the quality of landfilled waste, landfill age, landfill technology, presence of treatment sludge, hazardous waste, the local climate, etc. This complexity of factors explains the wide range of pollutant levels that exist in different landfills.Because of the high levels of pollutants when it’s compared with typical domestic waste water (350-400 times higher COD), it is very costly to treat leachate on-site. Four of the alternatives which are used to treat leachate can be discussed as follows: • Alternative I – Reverse Osmosis: Reverse Osmosis is a separation process that uses pressure to force a solution through a membrane that retains the solute on one side and allows the pure solvent to pass to the other side. The pump supplies the pressure needed to

18 push water through the membrane, the membrane rejects the passage of pollutants through it. For small flowrates like leachates, it’s a very effective and easy operated process. However, the high investment costs and operational costs must be well analysed. • Alternative II – Facultative and Maturation: As basis suspended growth is used in this process. With nearly shallow ponds, high amounts of carbonic removal can be achieved in facultative ponds. After facultative ponds, using maturation ponds can enhance also small amounts of N removal. This option is also easy operated option and requires much less operation costs (only mixing) when it’s compared with Option 1 – Reverse Osmosis method. However a disadvantage of this process is requirement of very big amounts of area because of the high retention periods. Also a second disadvantage is the high odour problem. Normally for domestic wastewater, facultative and maturation ponds don’t cause too much problem for small flowrates. However during operation for leachate water, there will be extreme odour. Considering lack of area for such big amounts of land required and odour problem, this alternative is not considered applicable for Gelibolu Landfill leachate treatment. • Alternative III – Combined Anaerobic and Aerobic Treatment: Anaerobic processes have higher volumetric loading ratios then aerobic processes. An upflow anaerobic sludge blanket (UASB) reactor followed by aerated tank is commonly being used for such high COD loads like leachate treatment. When it’s compared with advanced membrane treatment methods, it’s more advantageous considering investment and operation costs but also disadvantageous when easy operation is in consideration. • Alternative IV– Combined Chemical and Aerobic: Chemicals can be added in order to provide coagulation + flocculation processes, then some amount of pollutants are taken away as chemical sludge. So, effluent becomes pre-treated in order to be treated with conventional biological processes like activated sludge. Because of the high pollutant loads, fluctuations on acid/base equation high amounts of coagulants like ferrochloride, aluminium sulphate or lime with acid/base and polymer dosing shall be required. Since this option requires high chemical usage (accordingly high operational cost and high sludge production) and also difficultly operated, this option is not considered applicable for Gelibolu Landfill leachate treatment. Since each of the above alternatives is very costly in either investment or operational stages of the treatment plant, the on-site treatment option was disregarded for leachate management in Gelibolu Landfill. Apart from the above discussed alternatives for on-site treatment of leachate, leachate is able to be treated in municipal wastewater treatment plant (WWTP) in Gelibolu. So the most feasible option for leachate treatment in proposed landfill was selected as the collection and transportation of the leachate followed by the treatment in Gelibolu WWTP. Currently there is not a municipal WWTP in Gelibolu district. However it will be certainly in operation in a five year period of time. This means that a temporary solution (for five years) is necessary for the site. As mentioned early in this report that the evaporation and recirculation of the leachate (along the deposited waste) will satisfy the short term needs of leachate management. An balancing pound will be built and the rest of the water in the balancing pound, will be just re circulated. There will be a lose of the leachate in balancing pound by evaporation. There will only be a net loss if the annual average evaporation rate exceeds the annual average precipitation rate. Please see page 66-3. Baseline Data. Summary of the tables.

19 Landfill Gas Drainage System

During the filling of solid waste landfill field in particular after the completion of the final cover, due to lack of air entrance into the layer anaerobic reaction will start and as a result of this reaction organic substances will decompose and give out gasses like CO2 (carbon dioxide), H2, CO, H2S (hydrogen sulfide) and CH4 (methane). With the aim of keeping these gasses away, gas collection wells shall be provided in the solid waste landfill field. The gasses to be collected by the gas collection wells will be combusted by portable gas combustion devices. Table 4 Typical Characteristics of Landfill Gas Compounds % CH4 45-58 (55) CO2 34-45 N2 <1~ 20 O2 <1~ 5 H2 <1~ 5 Water steam <1~ 5 H2S 0-0,01 Source: Solid Waste Master Plan report of Ministery of Environment and Forestry (2006)

Landfill Gas Collection System The riser shafts shall be installed as soon as the waste fill height reaches 2 m, and the shaft shall be extended upwards by addition of new collection of piping and riser segments as the fill reaches higher grades. Vertical gas collection systems in landfills produce results superior to horizontal schemes which are more prone to be damaged during operation. Vertical systems have proved safer and more efficient, and they offer the possibility of gas collection after a few years of operation. A vertical collection system shall be employed in this project. During the operational stage a security band shall be provided around the wells, and extreme attention shall be drawn to prevent the damage of the compactors used for compressing the solid waste mass to these security bands. Pored, high density polyethylene pipes with internal diameter of 180mm, resistant to the impacts of the Leachate water shall be used in the landfill gas drainage wells. The gas collection wells shall be located in a manner that, the distance between adjacent wells will be 25-40 m. In other words, each extraction well shall cover an area with a radius of 25-40 m. Between the external part of the well with approximate diameter of 1,2m and the pored polyethylene pipe, pebble stone that does not contain 16/32 particle graded carbonate shall be used. At the external part of this material, geogrid that will act as a sort of separator between the solid waste and pebble material, which will in particular, provide the stability. The locations of landfill gas collection wells are presented in layout plan in Appendix D. 1. Landfill Gas Combustion System While the gas in the solid waste landfill field can be collected and released to the atmosphere (passive system), and it can also be collected in a controlled manner and combusted (active system). In case the combustion has positive economic value the energy transformation will be available. However, the successful examples of this in our country are very limited at the moment. The disposal of the gas collected via combustion has a vital importance for the mitigation of potential danger or at least prevention of it as much as possible in terms of environment protection.

20 Central combustion units or portable independent combustion units are used as combustion options. For a central combustion unit, the establishment of a gas collection grid from the gas collection wells until the combustion unit, supported by inter-collectors until certain parts is required. It is a system with high investment cost. Portable independent combustion units shall be employed in this project. These are placed at the top of the gas collection well and provide the combustion of gas. Where landfilling reaches the final grade, the riser shaft will end. There are 22 gas collection wells in all. The numbers of portable combustion units equal the number of wells. There will be 22 wells and 22 combustion units. As it is mentioned above; for a central combustion unit, the establishment of a gas collection grid from the gas collection wells until the combustion unit, supported by inter-collectors until certain parts is required. It is a system with high investment cost. and in this way the gas drainage of the solid waste mass is enabled. Since there is no gas collection grid in the utilization of these units, the movement area of the compactor during the daily operation shall not be limited. In order to flare the landfill gas, portable combustion units shall be implemented rather than a central combustion unit. Portable combustion units are able to be used for more than one well with their mobility and flexibility. Through this application, several combustion units will suit the need. In addition to that, each combustion unit shall be equipped with solar panels for energy supply. This means that, no external/additional energy shall be required for the regular operation of the combustion units. In case solar energy is not applicable (e.g. cloudy days) excess gas shall be emitted directly to the atmosphere Observation Wells As per the provisions of article 32 of Regulation for Solid Waste Control comprising the operation and control of storage facilities, Leachate water and landfill gas monitoring and measurement wells shall be drilled around the solid waste landfill field. The samples taken shall be analyzed by competent laboratories. The measurements and controls shall continue for 10 years following the closure of storage field. The Overall Layout Plan showing the location of the Gas Observation Wells is in Appendix D. 1. Design Solid waste landfill fields mean the lot/lots with determined borders in the plant, where the solid waste will directly be disposed. In addition the systems having direct relation with solid waste landfill field are described under the scope of this area. Base Insulation Waste Layers and Daily Cover Surface Water Drainage Leachate Water Drainage and Disposal Landfill Gas Drainage and Disposal Final Cover

Bottom Lining In order to prevent the negative impacts of Leachate water formed in the solid waste storage area, insulation layer shall be provided for impermeability of the solid waste area. Regulation for Solid Waste Control, entered into force being published in the Official Journal dated 14.03.1991 and number 20814, states that in order to prevent the water Leachate from the landfill facility to the storage base too mix with ground water. The minimum permeability shall be 1.10-8 m/sec. How is it demonstrated that this base insulation arrangement will

21 guarantee a minimum permeability of 1.10-8m/sec (the minimum permeability should be 1.10- 8m/sec) Syntetic material will provide these permeability. Geomembrane will be used.

Figure 2 Schematic Landfill Facility Cross-Section

Figure 3 Schematic Bottom Sealing and Final Cover Type Section

The lining in the landfill will be designed to consist of the following:

On the soil where the excavation is complete soil material at thickness of 35cm shall be covered, compacted and rigging shall be done. Impermeability Layer (Geomembran) Cover for Protective Purposes (Geotextile) Drainage Layer (at the base Sprocket Drainage Pipes)

Waste Layers and Daily Cover Layer

The solid waste shall be collected in solid waste landfill field as layers. In this way the height of each waste layer will be approximately 2,0m. In the formation of the waste layer the waste shall have a determined slope via utilization of compactor (e.g. 1 vertical/3 horizontal) and thickness (e.g. 30cm). The compactors purchased shall be used from the discharge of the waste in covering, shredding, compacting and rigging. With the operation manner described above, the waste having the surface uncovered at the end of the daily shift shall be covered by daily cover.

22 At the end of each working day, the working face of the waste shall be covered with a soil layer: the daily cover. Soil from excavations in the landfill area shall be stockpiled in a lower part of the site, for use in daily covers and intermediate covers. Thanks to the application of this nearly 20cm thick layer, the negative impacts of the solid waste landfill field on the environments sha ll be mitigated. This will reduce fire risk and abate wind littering, odour, vector breeding, and dust hazards, meanwhile preventing unsightliness. On one hand the odor emission shall decrease while on the other hand this shall create an environmental friendly area in terms of vision. Furthermore, the provision of daily layers on the heterogeneous waste mass shall improve the stability. Final Cover

Completing its capacity, each section in the solid waste landfill field shall be covered with the final cover. The final cover is similar to the base insulation in terms of structure. In the designed storage tank top surface impermeability layer the final cover shall be as follows according to the security and cost factors. On the waste mass respectively from the bottom to the top as follows; Compensation Layer (Gas Collection Layer) Impermeability Layer (geomembran) Surface Drainage Geotextile with sorting purposes Soil and Vegetation

Transport of Solid Waste As per the provisions of the article 20 related to the transport of solid waste of Regulation for Solid Waste Control, the solid waste shall be transported in trucks. Only trucks are to be used not to cause any environmental pollution in terms of appearance, odor, dust, leakage and similar factors. At the present situation the domestic solid waste are collected altogether without being exposed to any process. The waste collected is stored in wild storage field in present. Within this project, there wont be any work done to restore the wild storage field. It will be planned by the Muncipality after complementation of the landfill area project. After the landfill will be implemented, municipality will put a management plan for the existing wild dumping site into practice. Garbage collection is performed by private sector. And the total number of vehicles is 10 as 5 garbage trucks, 1 sweeper, 1 dumper truck, 1 bucket, 1 Medical Waste Transport vehicle, 1 Control vehicle. The number of qualified staff employed in this department is 35. 1. 4. Area The plant is in Çanakkale Province, Gelibolu District, Kavakltepe Village. The plant is planned to be established in Çanakkale H 17 a- 03-d, H 17 a-03-c, H 17 a-08-a Plots, Block no 777 on an area of 90 440m². The nearest settlement area is at 2 km distance to the project area, which is around 5 km to the Gelibolu District center. The access to the project site is provided in two routes. One of these is defined as the village road and not preferred because it passes through the settlement area. In case of an interruption in the road to be used for accession to the plant, and when another road is temporarily needed and/or alternative road is required for intervention, it will be convenient to use this road. The second alternative access option is considered convenient due to the fact

23 that it does not pass though any settlement area and is directly connected to the city. The length of the connection road is 8km. The project area is involved within the borders of Çanakkale Regional Directorate of Forestry, Çanakkale Forestry Exploitation Management, Gelibolu Exploitation Management, and is not a forestry land. The project area has been obtained an approval from Çanakkale Regional Directorate of Forestry The approval date was the late 2005. There are no water collection and protection basins and wetlands available in the region where the solid waste landfill field is located. The layout plan showing the locations of the entire administration and social units, technical infrastructure units and the other units under the scope of the project is presented in Appendix D. 1. Table 5 Area of Indoor and Outdoor Spaces

Unit Area (m2) Administration Building and Repair Maintenance Workshop 148 Transformer Station and Generator Building Living Space 40 Packaging Waste Sorting Facility Place 4632 Waste Battery Temporary Storage Area 32 Pool and Treatment Plant 950 Wheel Washing Unit 75 Septic Tank 25 Waste Acceptance Center Place, Scale 134

The said units shall be constructed on one storey. However, the roof heights for administration buildings shall be 3,0m, for hangar 5,0m and for packaging waste sorting facility 7,5m. The finding map of the Project area is available in Appendix D.2, the satellite photograph in Appendix D. 3, and the topographic map showing the marked project location and near surrounding in Appendix D. 4. 1. 5. Number of Personnel It is planned to employ 32 personnel in construction stage of the Plant and 25 personnel during operational stage. With the commissioning of each unit the number of personnel will be 25 in total.

2. ENVIRONMENTAL IMPACTS 2.1. Land Utilization A land with an area of 90.440 m2 shall be allocated for the plant. In the area to be used fro the plant the landfill area is designed as two lot having a total landfill tank of 43.837 m2. The gross filling capacity of the first landfill lot is 361.806 m3. Within the scope of the projection done including the operational lost done it will reach the final capacity in 17 years time, which is between years 2008-2025. Solid waste landfill field; Approximately in a total landfill area of 43837,0 m2 is designed 2 lots (Lot 1 22973,8 m2, Lot 2 20863,2 m2 as landfill cells. Within the scope of the 17 years projection, first lot is designed of a capacity to storage 361.806 m3 solid waste until 2025.

24 The details of the indoor spaces excluded from the landfill tanks are presented under paragraph 1.3. Besides these indoor units Leachate water pool, interception channels, observation wells, wheel washing units and similar systems shall also be available in the area. Furthermore with the wire fence to surround the solid waste landfill field after the completion of the construction stage, the entrance and exits to and from the solid waste landfill field shall be under control. In addition, with the wind impact the light solid waste like paper and plastic bags shall fly and transferred out of the solid waste landfill field and the animal entrance into this area shall be prevented. The surrounding of the plant will be fenced and the access of wild animals and pets to the solid waste landfill field and relatively to the solid waste mass will be prevented. During the plantation work done along the said fence the attention shall be drawn to the species suitable to grow in the region. Besides, landscape work shall be carried out in the areas excluded from the plant buildings and lots and around the road routes. After the end of the operation in landfill area forestation will take place according to the projects to be prepared towards the needs of the local people and related to the recreational utilization. The layout plan of the plant is presented in Appendix D. 1, location finding map of the project location in Appendix D. 2, the satellite photo in Appendix D. 3, and the topographic map in Appendix D. 4. The photos of the area are presented in Appendix D. 5. 2.2 Water Utilization Under the scope of the project, the water demand in solid acceptance central building, administration building, repair maintenance workshop, wheel washing unit, sorting facility, sterilization field building and fire extinguishing shall be provided by the water tank to be constructed. The water tank shall have capacity of 200 tons and shall be constructed based on the type project of the DG of ller Bank. The location of the water tank shall be high and in this way the water to the buildings shall be provided via gravity. Under the scope of the project the potable water shall be provided in carboys where the service water shall be transferred to the plant area by tankers. There will only be production of domestic waste water deriving from the potable and service water consumption of the personnel. The calculations related to the said consumption are presented below. In this regard the water consumption is considered as 150 l/person-day. Water Utilization in Construction Stage

32 personnel is planned to be employed during the construction stage of the plant and the water demand is considered as 150 l/person-day. Under these circumstances the water demand shall be as follows; 32 persons x 150 l/person-day = 4,8 m³/day 1000 l/m³ The wastewater produced during the construction stage will be collected in the impermeable septic tank. Water Utilization in Operational Stage

Water demand of Personnel; 25 personnel is planned to be employed during the operational stage of the plant and the water demand is considered as 150 l/person-day. Under these circumstances the water demand shall be as follows; 25 persons x 150 l/person-day = 3,75 m³/day

25 1000 l/m³ The wastewater produced during the operational stage until to start the treatment of the wastewater will be collected in the impermeable septic tank. Water demand for wheel washing unit; The wheels of the waste transport vehicle on the wheel washing unit shall be cleaned by a pressure washing unit to be used manually by the related staff. Considering that in the operational stage the water demand as 7-10 l/vehicle-day, the water consumption has been determined. In this regard the water quantity to be consumed in the plant for drinking, service, process and washing purposes are presented below. ƒ Water to be used by Personnel in Construction Stage : 4,8 m3/day ƒ Water to be used by Personnel in Operational Stage : 3,75 m3/day ƒ Washing water : 100 l/day

2.3. Raw Material Utilization Under the scope of Gelibolu Solid Waste Disposal Plant Project, as mentioned in the previous paragraph, approximately an area of 90.440 m2 shall be used. In addition, since no natural clay is determined in the near surroundings to be used as the impermeable layer of the solid waste landfill field, synthetic material (Geomembrane) will be used instead. In order to prevent the negative impacts of Leachate water formed in the solid waste storage area, insulation layer shall be provided for impermeability of the solid waste area. For impermeability layer (geomembran) will be used. For this reason, no raw material utilization will be available under the scope of the project. 2.4. Fuel Utilization Fuel will be used for the construction vehicles and equipment in the construction and operational stages of the project. The heating of the administration and technical buildings will be provided by electrical means. The entire equipment to be used in construction and operational activities will run with diesel oil and the vehicles will have emission certifications that have not expired. 2.5. Energy Demand A substation shall be installed in the field to supply the energy demand required for the operation of the plant. In case of interruption of energy, there will be a generator available with sufficient capacity to run the emergency systems like fire extinguishing system and field illumination. PCBs are forbidden to be used in the transformer. PCBs will not be used. Unit placement and the lightning columns to be located at the sides of the roads will provide the illumination of the plant. Related to the installation of energy transmission lines, applications for the required licenses to be obtained from Turkey Electricity Distribution Inc. (TEDA ) has been done. 2.6. Waste Production Quantity (Solid, Liquid, Gas etc.) and Chemical, Physical and Biological Properties of Waste The important environmental impacts that may derive from the project are as follows; ƒ Domestic waste water and solid wastes originating from the personnel to be employed in construction and operational stages,

26 ƒ Excavation soil, construction and demolition wastes produced during construction stage, ƒ Noise and emissions formed by the vehicles and equipment during the construction and operational stages, ƒ Landfill gas to be formed by time in the solid waste masses, ƒ Leachate water to be formed as a result of surface water to leak into solid waste mass, and the risk of this water to mix with surface and ground water, ƒ Odor formed by solid waste

2.6.1 Liquid Waste The water consumption in the plant for process, drinking, service and irrigation purposes and the related water consumption projections were given in the previous paragraph. Domestic waste water will form as a result of the water consumption of personnel for drinking and service water. The calculations related to the said consumption are presented below. In these calculations the water consumption is considered as 150 l/person-day. Domestic Waste Water produced during construction stage; Waste water = 150 l/person-day x 32 person = 4,8 m3/day. Domestic Waste Water produced during operational stage; Waste Water = 150 l/person-day x 25 persons = 3,75 m3/day. Water required for wheel washing unit; The wheels of the waste transport vehicle on the wheel washing unit shall be cleaned by a pressure washing unit to be used manually by the related staff. The water consumption during the operational stage is considered as 7-10 l/vehicle-day. The waste water produced by the wheel washing unit will be discharged to the Leachate water drainage line. The domestic waste water coming from the administration and technical buildings in the plant shall be collected in the impermeable septic tank to be designed and shall be transferred to the nearest sewage network during the operational stage. The domestic wastewater produced during the construction stage will be collected in the impermeable septic tank. Leachate Water In the heterogeneous waste mass, the surface water contact to be at minimum is an important factor particularly in terms of stability. The surface water shall reach the waste mass via surface flow and direct contact precipitation water. Leachate water is, liquid that has percolated through solid waste. Leachate is the fluid resulting from landfill, which is generated from liquids present in the waste and external water (e.g. rainwater), percolating through the waste. The Leachate water formation will start once the first lot is used for the storage of the solid waste. And the amount of Leachate water shall increase as the solid waste storage proceeds. As known, the characteristic and composition of the Leachate water has significant importance. The annual rainfall and the annual evaporation vaules are on a table of Turkish State Meteorological Service. Please see page 66-3.Baseline Data Summary of the tables. Since the history of solid waste landfill is quite new in Turkey the data collection from the units in the enterprises is limited. However, consulting the related literature, it is a known fact that fresh leachate is highly polluting when compared to old leachate (Table 5). In addition to that, the nature of the waste, to be deposited, plays a crucial role in the degree of polluting

27 character of the leachate. it is obviously seen that the fresh Leachate water has a high polluting rate. Table 6 Leachate Water Fresh Leachate Water Remarks COD 23.000 ppm These are the actual values. Same situation to take place in BOD5 15.000 ppm the solid waste landfill field is considered. BOD/COD 0.65 Old Leachate Water Remarks COD 3.000 ppm As a result of biochemical stabilization activity to take place BOD5 180 ppm in the solid waste storage area by time, the quality parameters BOD/COD 0.1 of the Leachate water shall be as on the left. Source: Tchobanoglous, G., Thelsen, H. & Vigil, S. “Integrated Solid Waste Management– Engineering Principles & Management Issues”, Mc Graw Hill Inc., 1993.

Besides, as a result of another study related to the characteristics of Leachate water, the general characterization of the Leachate water is presented in the Table below. Table 7 Leachate Water Characterization

Parameter Concentration Parameter Concentration pH 7.2-8 Iron (Fe) ), (mg/l) 44.80–58.35 COD, (mg/l) 14000-33000 Zinc(Zn), (mg/l) 0.13–0.36 BOD5, (mg/l) 6600-21500 Lead (Pb), (mg/l) 0.05-0.08 SS, (mg/l) 480-1270 Nickel (Ni), (mg/l) 0.39-0.78 TKN, (mg/l) 2410-2950 Cadmium (Cd),(mg/l) <0.01–0.03 NH3-N, (mg/l) 2070-2730 Alkalinity , mg/l CaCO3 10 000–19 000 Org-N, (mg/l) 30–400 Chlorine (Cl-), mg/l 4500–7000 Total P,(mg/l) 17–37 Mg2+, mg/l 400-600 Chrome (Cr),(mg/l) 2.13–3.42 Ca2+, mg/l 500-700 Cupper (Cu),(mg/l) 0.01-0.05 Conductivity (mS/cm) 29-33 Source: TMMOB (UCTEA/Union of Chambers of Turkish Engineers and Architects) Environmental Eng Antalya Provincial Directorate. Solid Waste Management Course Publication, February 2005.

According to this the Leachate water is rich in organic substances and dissolved compounds that cause nitrogen and salinity. Besides, it is rich in alkalinity, chloride, calcium and magnesium ions. Table 8 General Properties of Leachate Water due to the age of storage area

Age of Solid waste storage field BOD/COD rate Type of Leachate water New 0,70 Fresh, hydrolysis stage Stabilization stage 0,50 Partially hydrolyzed Stabilization stage 0,30 Partially stabilized Old 0,10 Fully stabilized Source: TMMOB (UCTEA/Union of Chambers of Turkish Engineers and Architects) Environmental Eng Antalya Provincial Directorate. Solid Waste Management Course Publication, February 2005.

For the waste mass in construction in the storage area (not saturated up to agricultural land capacity in terms of water content) 25% (for well compacted solid waste) of the rainfall over the open part is considered to pass to the Leachate water. After the agricultural land value is obtained on the storage tank surface covered with plants and herbs, 35-40% is formed as 3 Leachate water (qs,ab = Leachate and flowing water = m /ha.year).

Departing from this point; q = 0,8 - 6,0 m3/ha.day is approximately reached. In some Regulations of Solid Waste this value is given as q = 0,9 - 8,6 m3/ha.day In general the following is considered as a general value for the calculations; q = 5,0 m3/ha.day.

28 In cases where the rainfall is less than 4mm/day, these days may be excluded from the Leachate water calculations, and are not taken into consideration at all. (Source; Erdin, E., Sznt Suyu Tahmini için Hesap Yöntemleri DEÜ Mühendislik fakültesi, zmir.)

According to this and related to the Leachate water to be produced under the scope of the project; The annual rainfall of Çanakkale is obtained from the Meteorological Bulletin 1975-2006 to be 595 mm/year, In this method, the evaporation rate is not taken into consideration. 16,30 m3/ha.day Leachate water will be formed.

595 mm/year=595 kg/m2.year=595 kg/m2.year x 10.000 m2 =5.950.000 l/ha.year=5.950 m3/ha.year / 365 =16.30 m3/ha.day

As discussed before, 25% of this water will infiltrate and eventually form the leachate which has to be dealt with. As a result, 4.075 m3/ha.day is expected to appear as leachate. In order to be on safe side, 10 m3/ha.day was determined to base the necessary design calculations on.

The quantity of Leachate water formed under the scope of the landfill lot existing in the planned project is calculated as follows;

10 m3/ha.day x 2,23 ha. = 22,3 m3/day. ~= 25 m3/day.

The base insulation of the Leachate water vaporization pool is planned to be constructed similar to the one in the solid waste landfill field. For this purpose, at the bottom of the Leachate water vaporization pool to be shaped as trapezoidal, the impermeability layer high- density polyethylene cover will be applied from the bottom to the top respectively. The pool with total capacity of 1.873 m3 is planned in order to collect the Leachate water coming from the lots. The parameters of the pools are as follows. Pool Shape : Trapeze sectioned Pool Structur : Excavation Pool Cover : HDPE cover Pool Depth : 2,5 m Water Height : 1,5 m Above level of the water level : 1,0 m External Dimensions : 44 m x 24 m Base Dimensions : 34 m x 14 m Side Slope : Inside pool 1D/2Y Volume : 1.873m3 The shape of hydraulic compensation pool is obelisk. The volumes of obelisk objects are calculated using the formula below;

29 h V=++++[]a 1 xb 1 ( a 1 a 2)( b 1 b 2) ( a 2 xb 2) 6 H : Height of Pool A1: Breadth of Pool base B1: Length of Pool base A2: Breadth of Pool surface B2: Length of Pool surface h V=++++[]a 1 xb 1 ( a 1 a 2)( b 1 b 2) ( a 2 xb 2) 6

=((2,5/6)*((14*34)+((14+24)*(34+44))+(24*44))) =1873 m3

2.6.2 Domestic Solid Waste

The solid waste quantity per capita in the calculation of domestic solid waste to be formed in the construction and operational stages is considered as 1,00 kg/person-day1. Domestic Solid waste formed in construction stage; Solid Waste = 32 persons x 1,0 kg/person-day = 32 kg/day. Domestic Solid waste formed in operational stage; Solid Waste = 25 persons x 1,0 kg/person-day = 25 kg/day. The domestic solid waste shall be disposed in solid waste landfill field. In construction stage, the solid waste will be collected by the Municipality and will be sent to the present wild dumping site within the borders of Gelibolu Municipality.

2.6.3 Hazardous Waste The waste to be produced during the construction and operational stage of the plant like batteries shall be collected separately from domestic waste, temporarily stored in waste battery temporary storage area in the plant; and the used batteries for which the temporary storage period is expired will be collected by the TAP (Turkish Waste Batteries) Society by the vehicles licensed for transport. 2.6.4. Used Oil In order to prevent the pollution deriving from the used oil of the vehicles and equipment of the construction and operational stages, the oil replacement and disposal will take place by the operator. Daily, weekly and monthly maintenance of the machinery will regularly be performed and oil leakage will be prevented. It will be sent by a licensed firm for disposing.

2.6.5 Medical Waste No health care services will be provided in the plant during the construction and operational stages, the access to the nearest health care in case of emergency. In the Kavakltepe Village at distance of 2 km. For this reason no medical waste production is available in the construction stage of the project.

1 [TÜK] 30 2.6.7 Excavation Soil The total excavation soil of the construction stage is nearly 219.359 m3; and because of the land slope and structure the excavation soil will be used as filling material. No excavation soil transfer out of the plant area will be available. Dye, glue and thinner will be collected separately from the other waste. Special attention has to be paid to dye, glue and thinners during excavation and construction. Once they are mixed into excavation soil, it is very difficult to separate them before their safe disposal. Owing to this, personnel shall be informed to take necessary precautions for avoiding these materials to introduce into the excavation soil. In addition, some informative notes shall be provided on the bottles and containers of these materials, which points out this necessity. As a result; Waste management to minimize the negative impacts of excavation soil, construction and demolition wastes on environment and human health will be performed. During the excavation of soil, measures to mitigate the noise and dust emissions will be taken and the surrounding of the activity area will be covered. For the dust, dry surfaces will be sprAyed with water during dry and/or windy conditions and trucks will be either covered or sprayed with water. Afforestation will be done through the project area for the purpose of noise reduction. During the performance of the activities, the excavation soil, construction and demolition waste will be collected separately according to their components, recovered, accumulated and there will be no hazardous, dangerous and strange substances in the waste The contractor shall compensate for the losses or accidents of the worker, to happen during the transport and storage of the wastes. Apart from that, the contractor is also responsible for taking necessary actions to deal with the pollution created as a result of the accidents. During the excavation of soil, measures to mitigate the dust emissions will be taken (Dry surfaces will be sprAyed with water during dry and/or windy conditions and trucks will be either covered or sprayed with water). The surrounding of the activity area will be covered. The planning will be done in order to provide the balance between the filling volumes and the soil obtained from excavation and the excavation soil to be used in the activity area will have priority. In case there are buildings, natural drainage, energy and telecommunication plants/systems exist near the excavation area or pedestrian or road cover; these will be protected and the necessary measures will be taken against erosion via allocating a certain distance. The herbal soil will be collected separately during the excavation. According to the depth and structure it will be bulked to be used again. The slope of the land on which the herbal soil will be stored will not exceed %5. The loss that may be encountered during the storage period of the herbal soil will be prevented and the quality of the soil will be preserved. In case the herbal soil is remained uncovered for a long period of time, its surface will be covered by fast growing plants. The herbal soil collected separately will be used in gardens, green fields and similar work; and definitely will not be sent to the storage fields again. The excavation soil other than the herbal one will be used primarily in filling, recreation and similar work; in case the reutilization is not available these will be stored and disposed.

31 In case cultural artifacts are accidently discovered during the excavation process, the excavation shall be stopped and Ministry of Culture and Tourism, Çanakkale directorship shall be informed about the stiuation. In order to protect the cultural artifacts, the area shall be sealed off and no work be allowed to take place until the authorities provide their written approval. 2.6.8 Gas Waste The factors causing the air pollution are presented in two titles as construction and operational stages. Construction Stage • Dust Emission Since the indoor space in the plant area is planned as prefabricate structures, no dust emission will be produced from these structures. However, dust formation will occur in the plant during the construction activity to take place in landfill areas (Lots). Dry surfaces will be spryed with water during dry and/or windy conditions and trucks will be either covered or sprayed with water. • Exhaust Gas Emission The entire vehicles used during the construction and operational stages will run with diesel oil, the exhaust emissions of the all vehicles will be measured by the notified bodies regularly and these to meet the determined limit values will be certificated. * Exhaust gas emission produced by the work machinery used in the plant area during construction stage Table 9 Equipment Used and Fuel Consumption

Equipment Used Piece Fuel Consumption (l/h) Excavator 2x10 20 Grader 1x11 11 Dozer 2x18 36 Loader 2x10 20 Cylinder 1x11 11 Truck 10x12 120 Sprinkler 1x12 12 Mixer 1x12 12 Tractor 1x8 8 Total 250

According to this, the total fuel consumption calculated is 250l. The density of diesel is approximately 0, 86 kg/l. Hence; = 250 l/hour x 0,86 kg/l = 215 kg/hour

Table 10 Emission Factors of Pollution by Diesel Engine Vehicles

Pollutant Diesel (kg/l) Carbon monoxide 9,7 Hydrocarbons 29 Nitrogen Oxides 36 Sulfur Oxides 6,5

Pollutant Emissions;

32

- Carbon Monoxide 9,7 kg/l x 215 kg/hour/ 1000 kg/l = 2,085 kg/hour - Hydrocarbons 29 kg/l x 215 kg/hour / 1000 kg/l = 6,23 kg/hour - Nitrogen Oxides 36 kg/l x 215 kg/hour / 1000 kg/l = 7,74 kg/hour - Sulfur Oxides 6,5 kg/l x 215 kg/hour/ 1000 kg/l = 1,39kg/hour

Operational Stage • Exhaust Gas Emission * Exhaust gas emission produced by the work machinery used in the plant area during construction stage Table 11 Equipment Used and Fuel Consumption Equipment Used Piece Fuel Consumption (l/h) Compactor 1 11 Dozer 1 18 Loader 1 10 Truck 1 12 Total 51

According to this, the total fuel consumption calculated is 51l. The density of diesel is approximately 0, 86 kg/l. Hence; = 51l/hour x 0,86 kg/l = 43,86 kg/hour Table 12 Emission Factors of Pollution by Diesel Engine Vehicles Pollutant Diesel (kg/l) Carbon monoxide 9,7 Hydrocarbons 29 Nitrogen Oxides 36 Sulfur Oxides 6,5

Pollutant Emissions; - Carbon Monoxide 9,7 kg/l x 43,86 kg/hour / 1000 kg/l = 0,425 kg/hour - Hydrocarbons 29 kg/l x 43,86 kg/hour/ 1000 kg/l = 1,271 kg/hour - Nitrogen Oxides 36 kg/l x 43,86 kg/hour / 1000 kg/l = 1,578 kg/hour - Sulfur Oxides 6,5 kg/l x 43,86 kg/hour/ 1000 kg/l = 0,285 kg/hour The temporarily produced gas emissions during the construction and operational stages in the project area are observed below the limit values presented in the following. Table 13 Gas emission Limit Values Pollutant Limit Values (kg/l) Carbon monoxide 1000 Hydrocarbons - Nitrogen Oxides 40

33 Pollutant Limit Values (kg/l) Sulfur Oxides 60

• Landfill Gas produced by Waste Mass by time During the filling of solid waste landfill field in particular after the completion of the final cover, due to lack of air entrance into the layer anaerobic reaction will start and as a result of this reaction organic substances will decompose and give out gasses like CO2 (carbon dioxide), H2, CO, H2S (hydrogen sulfide) and CH4 (methane). With the aim of keeping these gasses away gas collection wells shall be provided in the solid waste landfill field. The gasses to be collected by the gas collection wells will be combusted by portable gas combustion devices. At the second operational year the drainage of gas formed will effectively be performed. Table 14 Gas Components Components % CH4 45-58 (55) CO2 34-45 N2 <1~ 20 O2 <1~ 5 H2 <1~ 5 Water steam <1~ 5 VOC <1~ 3 H2S 0-0,01 Source: Solid Waste Master Plan of Ministry of Environment and Forestry and Mimko Engineering, 2006. stanbul.

In order to calculate the gas formation potential in the plant Tabasaran-Rettenberger (1987) relation is used: ϑ -kt Gt = 1,868 x Co x (0,014 x + 0,28) x (1-10 ) Where, 3 Gt = total gas quantity per 1 ton until t time (m / ton) (which is on table above) Co = organic carbon concentration in 1 ton of waste (kg / ton - waste). This value varies between 170-220 for domestic waste, according to the concentration of carbon in waste. ϑ = Temperature (°C). The temperature values for landfill areas value between 30-35 °C. k = Reduction constant. For the decomposition of the organic material in the landfill area age between 10 – 25, this value is considered as 0,035 – 0,04. t = time (year) in order to determine the gas formation in the relation above the following were considered:

Co= 170 kg / ton - waste ϑ = 30 °C k = 0,035. Calculated gas formation potential 3 3 Is calculated using the formula: Gas Quantity (m / year) = Gt (m /ton) x Solid Waste Quantity ( ton / year ), and the results are presented in the Table below.

34 Table 15 Gelibolu Municipality Solid Waste Landfill Field–Gas Potential

35 Figure 4 Graphic of Solid Waste Landfill Field–Gas Potential

Portable independent gas combustion units will be sufficient for gas drainage. 2.7 Noise Pollution During Construction Stage Under the scope of the activity during the construction stage 2 excavators, 1 grader, 2 dozers, 2 loaders, 1 vibrated cylinder, 10 trucks, 1 sprinkler, 1 mixer, 1 tractor, 1 generator will be used; and in order to calculate the total Sound power levels of the said machinery and equipment on four octave band between 500-4000 Hz, the formulas provided in according to the engine power levels in the article 5 titled Allowable Sound Power Levels and Sound Marking and Standards of Regulation for Environmental Noise Emission produced by the Machinery used in Open Spaces, entered into force being published in the Official Journal dated 30.12.2006 and number 26392 are used. Table 16 Sound Power Levels

Net installed power Allowable Sound power level dB/1 P (kW) Pw Electric power (1) Pel (kW) Application mass, m (kg) By 3 January By 3 January Crossing width 2004 2006 L (cm)

P < 8 108 105 Compacting machines (vibrated cylinders, vibrating sheets, vibrated hammers) 8 < P < 70 109 106

P > 70 89 + 11 log P 86 + 11 log P P < 55 106 103 Caterpillar bulldozer, crawler loaders, crawler excavator loaders P > 55 87 + 11 log P 84 + 11 log P Wheel dozers, Wheel Loaders, Wheel Excavator-Loaders, Dump trucks, Graders, P < 55 Loaded type Soil Filling Compressors, Trucks 104 101 with internal combustion driving engine

36 Allowable Sound power level dB/1 Pw

Counterweight Hydraulic Lift, Mobile cranes, Compressors (Cylinders without vibration), pavement finish machines, Hydraulic Power P > 55 85 + 11 log P 82 + 11 log P Generation Machines P < 15 96 93 Excavators, Freight Lift, Structure (Construction) cranes, Engine driven hoeing machines P > 15 83 + 11 log P 80 + 11 log P m < 55 107 105 Manual hold concrete breaker and Driller 15< m < 30 94 + 11 log m 92 + 11 log m

m > 30 96 + 11 log m 94 + 11 log m

Tower cranes 98 + log P 96 + log P

Pel < 2 97 + log Pel 95 + log Pel Source and Power generators 2< P < 10 el 98 + log P 96 + log P el el

Pel > 10 97 + log Pel 95 + log Pel P < 15 99 97 Compressors P > 15 97 + 2 log P 95 + 2 log P Net installed power Allowable Sound power level dB/1 P (kW) pW Electric power (1) Pel (kW) Application mass, m By 3 (kg) By 3 January 2004 January Equipment type Crossing width 1st Stage 2006 L (cm) 2nd Stage

L < 50 96 94(2)

50< L < 70 100 98

Mowers, grass arrangement/grass border 70< L < 120 arrangement machines 100 98(2)

L > 120 105 103(2)

(1) Pel for Source generators: classic source current multiplied by the known load voltage for the smallest value of the factor provided by the Producer. Pel for Power generators: Main power according to the article 13.3.2 of ISO 8528-1 : 1993 Standard. (2) Only indicate the figures. The figures mentioned shall be subject to the amendment of the regulation following the report asked in paragraph 20(3). In case of no amendment, the figures provided for the 1st Stage will apply to the 2nd Stage. The allowable sound power level must be rounded to the nearest integer (figure smaller than 0,5 is used; figure equal to or bigger than 0,5 is used) .

37 The sound power levels are calculated separately for each vehicle and equipment using the formulas given in the Table based on the engine power and application mass. The engine power levels of the vehicles and equipment used are presented in the Table below. Among the vehicles to be used in the construction stage, since the sound power levels of the tractor, sprinkler and mixer are not provided in the article 5 titled Allowable Sound Power Levels and Sound Marking and Standards of Regulation for Environmental Noise Emission produced by the Machinery used in Open Spaces, entered into force being published in the Official Journal dated 30.12.2006 and number 26392; this equipment shall be considered in quality of truck and the sound power levels are calculated accordingly. For this reason, the results are presented in the Table below as 10 Trucks + 1 Tractor + 1 Sprinkler + 1 Mixer = 13 Trucks. Table 17 Engine Powers

Vehicle or Engine Power Piece Equipment HP kW Excavator 2 250 186,5 Grader 1 250 186,5 Dozer 2 250 186,5 Loader 2 100 74,6 Cylinder 1 150 200 Truck 13 150 111,9 Generator 1 335 250 Not: 1 HP = 0,746 kW

Excavator

Since the engine power 186,5 kW presented for the excavator in Table 5 is greater than the value of 15 set out for the excavators in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82+ 11 log 186,5 Lw = 107 dB Grader

Since the engine power 186,5 kW presented for the grader in Table 5 is greater than the value of 55 set out for the graders in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82 + 11 log 186,5 Lw = 107 dB Dozer

Since the engine power 186,5 kW presented for the dozer in Table 5 is greater than the value of 55 set out for the dozers in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82 + 11 log 186,5 Lw = 107 dB Loader

Since the engine power 74,6 kW presented for the loader in Table 5 is greater than the value of 55 set out for the loaders in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82+ 11 log 74,6 Lw = 103 dB

38 Cylinder

Since the engine power 200 kW presented for the cylinder in Table 5 is greater than the value of 70 set out for the vibrated cylinders in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 86+ 11 log 200 Lw = 111 dB Truck

Since the engine power 111,9 kW presented for the truck in Table 5 is greater than the value of 55 set out for the trucks in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82 + 11 log 111,9 Lw = 105 dB Generator

Since the engine power 250 kW presented for the generator in Table 5 is greater than the value of 55 set out for the generators in Table 5, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 95+ log 250 Lw = 97 dB Sound Power Levels

The sound power levels of the equipment and the vehicles to be used within the scope of the project are presented in the table below. Table 18 Sound Power Levels of Vehicles and Equipment

Type and Technical Specification Piece Sound Power Level (dB) Excavator 2 107 Grader 1 107 Dozer 2 107 Loader 2 103 Cylinder 1 111 Truck 13 105 Generator 1 97

The distribution of the total sound power level of the noise sources presented in the table below on the 4 octaves band between 500-4000 Hz are presented in the table below.

For this purpose, the addition was done reversely in the decibels and the sound level for each octave band has been calculated.

n L(i)w = 10 Lw 10x log(∑ 10 ) i=1

Lw 10 10 L (i) = 10 log ( ) w 4 Table 19 Distribution of Sound Power Levels on Octave Bands

Sound Power Level (dB) Noise Sources Total 500 Hz 1000 Hz 2000 Hz 4000 Hz Excavator 107 101 101 101 101 Grader 107 101 101 101 101

39 Sound Power Level (dB) Dozer 107 101 101 101 101 Loader 103 97 97 97 97 Cylinder 111 105 105 105 105 Truck 105 99 99 99 99 Generator 97 91 91 91 91 Note: The total sound power level is considered to be distributed equally on 4 octave band.

Sound Pressure Levels

The sound pressure level of each noise source at 4 octave band is calculated according to the formula given below and the results are given in the following Table. Q L=+ L 10log( ) p w 4 r2 Lp : Noise level at x distance Q : Sound Level Constant (taken as 2.) r : Radius at x distance Table 20 Sound Pressure Levels of Vehicles and Equipment Used in Construction Stage

Sound Pressure Level (dB) Noise Sources Distance 500 Hz 1000 Hz 2000 Hz 4000 Hz 50 59,04 59,04 59,04 59,04 100 53,02 53,02 53,02 53,02 250 45,06 45,06 45,06 45,06 Excavator 500 39,04 39,04 39,04 39,04 1000 33,02 33,02 33,02 33,02 2000 27,00 27,00 27,00 27,00 3000 23,48 23,48 23,48 23,48 50 59,04 59,04 59,04 59,04 100 53,02 53,02 53,02 53,02 250 45,06 45,06 45,06 45,06 Grader 500 39,04 39,04 39,04 39,04 1000 33,02 33,02 33,02 33,02 2000 27,00 27,00 27,00 27,00 3000 23,48 23,48 23,48 23,48 50 59,04 59,04 59,04 59,04 100 53,02 53,02 53,02 53,02 250 45,06 45,06 45,06 45,06 Dozer 500 39,04 39,04 39,04 39,04 1000 33,02 33,02 33,02 33,02 2000 27,00 27,00 27,00 27,00 3000 23,48 23,48 23,48 23,48 50 55,04 55,04 55,04 55,04 100 49,02 49,02 49,02 49,02 250 41,06 41,06 41,06 41,06 Loader 500 35,04 35,04 35,04 35,04 1000 29,02 29,02 29,02 29,02 2000 23,00 23,00 23,00 23,00 3000 19,48 19,48 19,48 19,48 Cylinder 50 63,04 63,04 63,04 63,04 100 57,02 57,02 57,02 57,02

40 Sound Pressure Level (dB) 250 49,06 49,06 49,06 49,06 500 43,04 43,04 43,04 43,04 1000 37,02 37,02 37,02 37,02 2000 31,00 31,00 31,00 31,00 3000 27,48 27,48 27,48 27,48 50 57,04 57,04 57,04 57,04 100 51,02 51,02 51,02 51,02 250 43,06 43,06 43,06 43,06 Truck 500 37,04 37,04 37,04 37,04 1000 31,02 31,02 31,02 31,02 2000 25,00 25,00 25,00 25,00 3000 21,48 21,48 21,48 21,48 50 49,04 49,04 49,04 49,04 100 43,02 43,02 43,02 43,02 250 35,06 35,06 35,06 35,06 Generator 500 29,04 29,04 29,04 29,04 1000 23,02 23,02 23,02 23,02 2000 17,00 17,00 17,00 17,00 3000 13,48 13,48 13,48 13,48

Atmospheric Absorption

The atmospheric absorption values for each frequency are calculated by the formula below and the relative humidity (Q) is taken as 76%2. fx2 r A = 7.4x 10-8  atm Q Table 21 Atmospheric Absorption

Frequency (Hz) Distance (m) Atmospheric Absorption Value 50 0,01 100 0,02 250 0,06 500 500 0,12 1000 0,24 2000 0,49 3000 0,73 50 0,05 100 0,10 250 0,24 1000 500 0,49 1000 0,97 2000 1,95 3000 2,92 2000 50 0,19 100 0,39

2 [MET]

41 Frequency (Hz) Distance (m) Atmospheric Absorption Value 250 0,97 500 1,95 1000 3,89 2000 7,79 3000 11,68 50 0,78 100 1,56 250 3,89 4000 500 7,79 1000 15,58 2000 31,16 3000 46,74

Final Sound Pressure Levels

After the deduction of the atmospheric absorption values the final sound pressure levels for each noise source on 4 octave bands are calculated by the formula below and the results are presented in the table below.

Lp = Lp - Aatm Table 22 Final Sound Pressure Levels

Final Sound Pressure Level (dB) Noise Sources Distance 500 Hz 1000 Hz 2000 Hz 4000 Hz 50 59,03 58,99 58,84 58,26 100 52,99 52,92 52,63 51,46 250 45,00 44,82 44,09 41,16 Excavator 500 38,92 38,55 37,09 31,25 1000 32,77 32,04 29,12 17,44 2000 26 51 25,05 19,21 -4 16 3000 22,75 20,55 11,79 -23,26 50 59,03 58,99 58,84 58,26 100 52,99 52,92 52,63 51,46 250 45,00 44,82 44,09 41,16 Grader 500 38,92 38,55 37,09 31,25 1000 32,77 32,04 29,12 17,44 2000 26,51 25,05 19,21 -4 16 3000 22,75 20 55 11,79 -23,26 50 59,03 58,99 58,84 58,26 100 52,99 52,92 52,63 51,46 250 45,00 44,82 44,09 41,16 Dozer 500 38,92 38,55 37,09 31,25 1000 32,77 32,04 29,12 17,44 2000 26,51 25,05 19,21 -4 16 3000 22,75 20,55 11,79 -23,26 Loader 50 55,03 54,99 54,84 54,26 100 48,99 48,92 48,63 47,46

42 Final Sound Pressure Level (dB) 250 41,00 40,82 40,09 37,16 500 34,92 34,55 33,09 27,25 1000 28,77 28,04 25,12 13,44 2000 22,51 21,05 15,21 -8 16 3000 18,75 16,55 7 79 -27,26 50 63,03 62,99 62,84 62,26 100 56,99 56,92 56,63 55,46 250 49,00 48,82 48,09 45,16 Cylinder 500 42,92 42,55 41,09 35,25 1000 36,77 36,04 33,12 21,44 2000 30,51 29,05 23,21 -0 16 3000 26,75 24,55 15,79 -19,26 50 57,03 56,99 56,84 56,26 100 50,99 50,92 50,63 49,46 250 43,00 42,82 42,09 39,16 Truck 500 36,92 36,55 35,09 29,25 1000 30,77 30,04 27,12 15,44 2000 24,51 23,05 17,21 -6 16 3000 20,75 18,55 9 79 -25,26 50 49,03 48,99 48,84 48,26 100 42,99 42,92 42,63 41,46 250 35,00 34,82 34,09 31,16 Generator 500 28,92 28,55 27,09 21,25 1000 22,77 22,04 19,12 7 44 2000 16,51 15,05 9 21 -14,16 3000 12,75 10,55 1 79 -33,26

Sound Levels

For the calculation of A weight sound levels the correction factors in the table below are used. Table 23 Correction Factors

Centre Frequency (Hz) Correction factor 500 -3,2 1000 0,0 2000 +1,2 4000 +1,0

As a result of the calculations done with the correction factors in the table above the sound levels of each noise source for 4 oc ta ve bands are presented in the table below.

Table 24 Sound Levels

Sound Level (dBA) Total Sound Noise Sources Distance Level (dBA) 500 Hz 1000 Hz 2000 Hz 4000 Hz Excavator 50 55,83 58,99 60,04 59,26 64,81 100 49,79 52,92 53,83 52,46 58,51

43 Sound Level (dBA) 250 41,80 44,82 45,29 42 16 49,81 500 35,72 38,55 38,29 32,25 42,86 1000 29,57 32,04 30,32 18,44 35,63 2000 23,31 25,05 20,41 -3 16 28,09 3000 19,55 20,55 12,99 -22,26 23,49 50 55,83 58,99 60,04 59,26 64,81 100 49,79 52,92 53,83 52,46 58,51 250 41,80 44,82 45 29 42,16 49,81 Grader 500 35,72 38,55 38,29 32,25 42,86 1000 29,57 32,04 30,32 18,44 35,63 2000 23,31 25,05 20,41 -3 16 28,09 3000 19,55 20,55 12,99 -22,26 23,49 50 55,83 58,99 60,04 59,26 64,81 100 49,79 52,92 53,83 52,46 58,51 250 41,80 44,82 45,29 42,16 49,81 Dozer 500 35,72 38,55 38,29 32,25 42,86 1000 29,57 32,04 30,32 18,44 35,63 2000 23,31 25,05 20,41 -3 16 28,09 3000 19,55 20,55 12,99 -22,26 23,49 50 51,83 54,99 56,04 55,26 60,81 100 45,79 48,92 49,83 48,46 54,51 250 37,80 40,82 41,29 38,16 45,81 Loader 500 31,72 34,55 34,29 28,25 38,86 1000 25,57 28,04 26,32 14,44 31,63 2000 19,31 21,05 16,41 -7 16 24,09 3000 15,55 16,55 8 99 -26,26 19,49 50 59,83 62,99 64,04 63,26 68,81 100 53,79 56,92 57,83 56,46 62,51 250 45,80 48,82 49,29 46,16 53,81 Cylinder 500 39,72 42,55 42,29 36,25 46,86 1000 33,57 36,04 34,32 22,44 39,63 2000 27,31 29,05 24,41 0 84 32,09 3000 23,55 24,55 16,99 -18,26 27,49 50 53,83 56,99 58,04 57,26 62,81 100 47,79 50,92 51,83 50,46 56,51 250 39,80 42,82 43,29 40,16 47,81 Truck 500 33,72 36,55 36,29 30,25 40,86 1000 27,57 30,04 28,32 16,44 33,63 2000 21,31 23,05 18,41 -5 16 26,09 3000 17,55 18,55 10,99 -24,26 21,49 Generator 2900 45,83 48,99 50,04 49,26 54,81 3378,6 39,79 42,92 43,83 42,46 48,51 3857,1 31,80 34,82 35,29 32,16 39,81 4335,7 25,72 28,55 28,29 22,25 32,86 4814,3 19,57 22,04 20,32 8 44 25,63 5292,9 13,31 15,05 10,41 -13,16 18,09

44 Sound Level (dBA) 5771,4 9 55 10,55 2 99 -32,26 13,49

Lday Values

Considering the worst scenario, the equivalent noise levels to be formed when each of the noise sources runs simultaneously are also calculated and presented in the table below.

n L(i)w = 10 Leq 10x log(∑ 10 ) i=1

L=gündüz L eq

Table 25 Lday Values

Distance Lday (dBA) 50 75,52 100 69,22 250 60,53 500 53,65 1000 46,77 2000 40,81 3000 38,51

6) Comparison of the Values Obtained with article 26 of the Regulation (at which distance the limit value is provided, connection of noise sensitive structure with this distance)

The environmental noise level at approximately 115 m, within the scope of the article 26 of Environmental Noise Criteria for Construction Sites of Regulation for Evaluation and Management of Environmental Noise, published in the Official Journal dated 01.07.2005 and number 25862, and entered into force; is below the given 70 dBA Lday value for other sources. The closest settlement are to the project location is in SW, Kavakltepe Village at distance of 2km. It is not possible for this settlement area to be affected from the noise formed.

80

70

60

$ % G 50

40

30 G

ü 20 r ü l t ü

S 10 e v i y e s

i 0 ( 0 500 1000 1500 2000 2500 3000 M esafe (m )

45 Figure 5 Noise Distribution Graphic in Construction Stage

In Operational Stage Under the scope of the activity during the construction stage, 1 compactor, 1 rubber wheel loader, 1 excavator or dozer and 1 truck will be used; and in order to calculate the total Sound power levels of the said machinery and equipment on four octave band between 500-4000 Hz, the formulas provided in according to the engine power levels in the article 5 titled Allowable Sound Power Levels and Sound Marking and Standards of Regulation for Environmental Noise Emission produced by the Machinery used in Open Spaces, entered into force being published in the Official Journal dated 30.12.2006 and number 26392 are used. Table 26 Sound Power Levels

Net installed power Allowable Sound power level dB/1 P (kW) pW Electric power (1) Pel (kW) Application mass, m (kg) By 3 Crossing width By 3 January 2004 January L (cm) 2006

P < 8 108 105

Compacting machines (vibrated cylinders, vibrating sheets, vibrated 8 < P < 70 109 106 hammers) 86 + 11 log P > 70 89 + 11 log P P P < 55 106 103 Caterpillar bulldozer, crawler loaders, crawler excavator loaders 84 + 11 log P > 55 87 + 11 log P P Wheel dozers, Wheel Loaders,

Wheel Excavator-Loaders, Dump P < 55 trucks, Graders, Loaded type Soil 104 101 Filling Compressors, Trucks with internal combustion driving engine Counterweight Hydraulic Lift, Mobile cranes, Compressors

(Cylinders without vibration), 82 + 11 log P > 55 85 + 11 log P pavement finish machines, P Hydraulic Power Generation Machines P < 15 96 93 Excavators, Freight Lift, Structure (Construction) cranes, Engine driven hoeing 80 + 11 log machines P > 15 83 + 11 log P P m < 55 107 105 Manual hold concrete breaker and Driller 92 + 11 log 15< m < 30 94 + 11 log m m

94 + 11 log m > 30 96 + 11 log m m

Tower cranes 98 + log P 96 + log P

46 Allowable Sound power level dB/1 pW

P < 2 el 97 + log P 95 + log P el el Source and Power generators 2< Pel < 10 98 + log Pel 96 + log Pel

Pel > 10 97 + log Pel 95 + log Pel P < 15 99 97 Compressors P > 15 97 + 2 log P 95 + 2 log P Net installed power Allowable Sound power level dB/1 P (kW) pW Electric power (1) Pel (kW) Application mass, m (kg) By 3 By 3 January 2004 January Equipment type Crossing width L (cm) 2006

L < 50 (2) 96 94

50< L < 70 100 98

Mowers, grass arrangement/grass 70< L < 120 (2) border arrangement machines 100 98

L > 120 105 103(2)

(1) Pel for Source generators: classic source current multiplied by the known load voltage for the smallest value of the factor provided by the Producer. Pel for Power generators: Main power according to the article 13.3.2 of ISO 8528-1 : 1993 Standard. (2) Only indicate the figures. The figures mentioned shall be subject to the amendment of the regulation following the report asked in paragraph 20(3). In case of no amendment, the figures provided for the 1st Stage will apply to the 2nd Stage. The allowable sound power level must be rounded to the nearest integer (figure smaller than 0,5 is used; figure equal to or bigger than 0,5 is used) .

The sound power levels are calculated separately for each vehicle and equipment using the formulas given in the Table based on the engine power and application mass. The engine power levels of the vehicles and equipment used are presented in the Table below. Table 27 Engine Powers

Engine Power Vehicle or Equipment Piece HP kW Compactor 1 250 186,5 Loader 1 100 74,6 Truck 1 150 111,9 Excavator 1 250 186,5 Not: 1 HP = 0,746 kW

47 Compactor

Since the engine power 186,5 kW presented for the compactor in Table 17 is greater than the value of 55 set out for the compactors in Table 16, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82+ 11 log 186,5 Lw = 107 dB Loader

Since the engine power 74,6 kW presented for the loader in Table 17 is greater than the value of 55 set out for the loaders in Table 16, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82+ 11 log 74,6 Lw = 103 dB Truck

Since the engine power 111,9 kW presented for the truck in Table 17 is greater than the value of 55 set out for the trucks in Table 16, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82 + 11 log 111,9 Lw = 105 dB Excavator

Since the engine power 186,5 kW presented for the excavator in Table 17 is greater than the value of 55 set out for the excavators in Table 16, in the calculation of the sound power level Lw = 82 + 11 log P formula is used. Lw = 82+ 11 log 186,5 Lw = 107 dB The sound power levels of the vehicles and equipment to be used under the scope of the project are presented in the following Table. Table 28 Sound Power Levels of Vehicles and Equipment

Type and Technical Piece Sound Power Level (dB) Specifications Compactor 1 107 Loader 1 103 Truck 1 105 Excavator 1 105

The distribution of the total sound power level of the noise sources presented in the table below on the 4 octaves band between 500-4000 Hz are presented in the table below.

For this purpose, the addition was done reversely in the decibels and the sound level for each octave band has been calculated.

n L(i)w = 10 Lw 10x log(∑ 10 ) i=1

Lw 10 10 L (i) = 10 log ( ) w 4

48 Table 29 Distribution of Sound Power Levels on Octave Bands

Sound Power Levels (dB) Noise Sources Total 500 Hz 1000 Hz 2000 Hz 4000 Hz Compactor 107 101 101 101 101 Loader 103 97 97 97 97 Truck 105 99 99 99 99 Excavator 105 99 99 99 99 Note: The total sound power level is considered to be distributed equally on 4 octave band.

Sound Pressure Levels

The sound pressure level of each noise source at 4 octave band is calculated according to the formula given below and the results are given in the following Table. Q L=+ L 10log( ) pw 4 r 2 Lp : Noise level at x distance Q : Sound Level Constant (taken as 2.) r : Radius at x distance Table 30 Sound Pressure Levels of Vehicles and Equipment Used in Operational Stage

Sound Pressure Levels (dB) Noise Sources Distance 500 Hz 1000 Hz 2000 Hz 4000 Hz 50 59,04 59,04 59,04 59,04 100 53,02 53,02 53,02 53,02 250 45,06 45,06 45,06 45,06 Compactor 500 39,04 39,04 39,04 39,04 1000 33,02 33,02 33,02 33,02 2000 27,00 27,00 27,00 27,00 3000 23,48 23,48 23,48 23,48 50 55,04 55,04 55,04 55,04 100 49,02 49,02 49,02 49,02 250 41,06 41,06 41,06 41,06 Loader 500 35,04 35,04 35,04 35,04 1000 29,02 29,02 29,02 29,02 2000 23,00 23,00 23,00 23,00 3000 19,48 19,48 19,48 19,48 50 57,04 57,04 57,04 57,04 100 51,02 51,02 51,02 51,02 250 43,06 43,06 43,06 43,06 Truck 500 37,04 37,04 37,04 37,04 1000 31,02 31,02 31,02 31,02 2000 25,00 25,00 25,00 25,00 3000 21,48 21,48 21,48 21,48 50 57,04 57,04 57,04 57,04 100 51,02 51,02 51,02 51,02 250 43,06 43,06 43,06 43,06 Excavator 500 37,04 37,04 37,04 37,04 1000 31,02 31,02 31,02 31,02 2000 25,00 25,00 25,00 25,00 3000 21,48 21,48 21,48 21,48

49

Atmospheric Absorption

The atmospheric absorption values for each frequency are calculated by the formula below and the relative humidity (Q) is taken as 76 %. fx2 r A= 7.4x 10-8  atm Q Table 31 Atmospheric Absorption Values

Atmospheric Absorption Frequency (Hz) Distance (m) Value 50 0,01 100 0,02 250 0,06 500 500 0,12 1000 0,24 2000 0,49 3000 0,73 50 0,05 100 0,10 250 0,24 1000 500 0,49 1000 0,97 2000 1,95 3000 2,92 50 0,19 100 0,39 250 0,97 2000 500 1,95 1000 3,89 2000 7,79 3000 11,68 50 0,78 100 1,56 250 3,89 4000 500 7,79 1000 15,58 2000 31,16 3000 46,74

Final Sound Pressure Levels

After the deduction of the atmospheric absorption values the final sound pressure levels for each noise source on 4 octave bands are calculated by the formula below and the results are presented in the table below.

Lp = Lp - Aatm

50 Table 32 Final Sound Pressure Levels of Vehicles and Equipment to be used in Operational Stage

Final Sound Pressure Level (dB) Noise Sources Distance 500 Hz 1000 Hz 2000 Hz 4000 Hz 50 59,03 58,99 58,84 58,26 100 52,99 52,92 52,63 51,46 250 45,00 44,82 44,09 41,16 Compactor 500 38,92 38,55 37,09 31,25 1000 32,77 32,04 29,12 17,44 2000 26,51 25,05 19,21 -4,16 3000 22,75 20,55 11,79 -23,26 50 55,03 54,99 54,84 54,26 100 48,99 48,92 48,63 47,46 250 41,00 40,82 40,09 37,16 Crawler Loader 500 34,92 34,55 33,09 27,25 1000 28,77 28,04 25,12 13,44 2000 22,51 21,05 15,21 -8,16 3000 18,75 16,55 7,79 -27,26 50 57,03 56,99 56,84 56,26 100 50,99 50,92 50,63 49,46 250 43,00 42,82 42,09 39,16 Truck 500 36,92 36,55 35,09 29,25 1000 30,77 30,04 27,12 15,44 2000 24,51 23,05 17,21 -6,16 3000 20,75 18,55 9,79 -25,26 50 57,03 56,99 56,84 56,26 100 50,99 50,92 50,63 49,46 250 43,00 42,82 42,09 39,16 Excavator 500 36,92 36,55 35,09 29,25 1000 30,77 30,04 27,12 15,44 2000 24,51 23,05 17,21 -6,16 3000 20,75 18,55 9,79 -25,26

Sound Level

For the calculation of A weight sound levels the correction factors in the table below are used. Table 33 Correction Factors

Centre Frequency (Hz) Correction factor 500 -3,2 1000 0,0 2000 +1,2 4000 +1,0

As a result of the calculations done with the correction factors in the table above the sound levels of each noise source for 4 oc ta ve bands are presented in the table below.

51

Table 34 Sound Levels of Vehicles and Equipment to be used in Operational Stage

Sound Level (dBA) Total Sound Level Noise Sources Distance 500 Hz 1000 Hz 2000 Hz 4000 Hz (dBA) 50 55,83 58,99 60,04 59,26 64,81 100 49,79 52,92 53,83 52,46 58,51 250 41,80 44,82 45,29 42,16 49,81 Compactor 500 35,72 38,55 38,29 32,25 42,86 1000 29,57 32,04 30,32 18,44 35,63 2000 23,31 25,05 20,41 -3,16 28,09 3000 19,55 20,55 12,99 -22,26 23,49 50 51,83 54,99 56,04 55,26 60,81 100 45,79 48,92 49,83 48,46 54,51 250 37,80 40,82 41,29 38,16 45,81 Crawler Loader 500 31,72 34,55 34,29 28,25 38,86 1000 25,57 28,04 26,32 14,44 31,63 2000 19,31 21,05 16,41 -7,16 24,09 3000 15,55 16,55 8,99 -26,26 19,49 50 53,83 56,99 58,04 57,26 62,81 100 47,79 50,92 51,83 50,46 56,51 250 Truck 39,80 42,82 43,29 40,16 47,81 500 33,72 36,55 36,29 30,25 40,86 1000 27,57 30,04 28,32 16,44 33,63 2000 21,31 23,05 18,41 -5,16 26,09 3000 17,55 18,55 10,99 -24,26 21,49 50 53,83 56,99 58,04 57,26 62,81 100 47,79 50,92 51,83 50,46 56,51 250 39,80 42,82 43,29 40,16 47,81 Excavator 500 33,72 36,55 36,29 30,25 40,86 1000 27,57 30,04 28,32 16,44 33,63 2000 21,31 23,05 18,41 -5,16 26,09 3000 17,55 18,55 10,99 -24,26 21,49

Lday Values Considering the worst scenario, the equivalent noise levels to be formed when each of the noise sources runs simultaneously are also calculated and presented in the table below.

n L(i) 10 Leq = 10 x log (∑ 10 ) i=1

Lgündüz = L eq

Table 35 Lday Values (The estimated noise level in the project area)

Distance Lday (dBA) in Meters 50 69,06 100 62,77

52 Distance Lday (dBA) in Meters 250 54,13 500 47,47 1000 41,52 2000 37,91 3000 37,04

The environmental noise level at approximately 160 m, within the scope of the article 25 of Environmental Noise Criteria for Industrial Plants Regulation for Evaluation and Management of Environmental Noise, published in the Official Journal dated 01.07.2005 and number 25862, and entered into force; is below the value given in Table 4 as 70 dBA Lday, value for Rural Areas and Settlement places. With the atmospheric absorption and distance, getting more away from the activity area the more the noise level deriving from the activity will also be reduced. The closest settlement are to the project location is in SW, Kavakltepe Village at distance of 2km. It is not possible for this settlement area to be affected from the noise formed.

80

70

60

$ % G 50

40

30 G

ü 20 r ü l t ü

S 10 e v i y e s i

0 ( 0 500 1000 1500 2000 2500 3000 Mesafe (m )

Figure 6 Noise Distribution Graphic in Operational Stage During Daytime

The noise level does not exceed the limit values set out in the Regulation at any point. Furthermore, the nearest settlement place to the project area is at approximately 4 km distance; hence there is no structure like residence, hospital or schools that may be exposed to environmental noise originating from the plant and the impact area of the plant. In order to provide the occupational health and safety of the personnel employed during the construction and operational stages, all sorts of personel protect equipments (PPE) will be provided to the workers and the utilization of this PPE will be maintained. The personnel working will use earplugs and headphones. The estimates of noise levels via to the distances are on table above (Table 35).

53 Warning signs will be placed in the plant where the noise level exceeds the limit values (See Table 36) and the personnel working in these units will use earplugs and headphones. These headphones will provide a reduction of 25 dBA in noise level. For The Constraction step of the Plant; All calculation about the environmental noise sources for the project area will be done in the EIA Report before the constraction stage to submit this to the Ministry of Environment and Forestry. Table 36 The limit values for Constraction Site Noise Control Regulation Table 5 Limit Values

Type of activity (formation, destruction and Ldaytime (dBA) maintenance) Building 70 Road 75 Other sources 70

For the Operational step of the plant; This plant is one of the not subject to license under the scope of Regulation for Evaluation and Management of Environmental Noise. There are specific noise standards in Turkey, set for some of the working places from which substantial levels of noise would be expected. However, in the related regulations and legislations there are not special standards set for the operation of landfill areas. On the other hand, it is assumed that the noise during the regular operation of the area will be at a level that does not create a major problem, since the nearest settlement area is far from the project area. Under the scope of the activity in cases where the noise level is exceeded in the construction and operational stages, changes may be done in the number of the equipment and working hours. 2.8 Accident Risk that may drive from the Technology and Material used The activities risky and dangerous for human health and environment to occur during the construction activities are limited with general construction risks. The general risks to rise from the construction vehicles, tools and equipment utilization will be taken into consideration during the entire construction stage. In order to prevent the work place accidents and risks, experienced and careful personnel will perform the dangerous work. The related legal legislation will be respected; the workers will be informed about the safety and the monitoring of the implementations will be carried out with extreme care. Besides, necessary measures for preventing the access of the unauthorized persons to the construction site will be taken. In the landfill area, measures against the landfill gasses to be produced in the solid waste mass and against the inflammation of these. Any sort of fire to happen in the plant will promptly be intervened. Fire extinguishing equipment will be available for an eventual fire to happen in the landfill area, solid waste storage area or unit settlement area. Hydrants will be placed along the roads providing the access to both the storage areas and the buildings. Smoking will be allowed only in the rest room of the personnel in the administrative building. For this purpose, mobile fire extinguishers will be used. Mobile extinguishers will be located to inside every buildings. Four mobile fire extinguishers will be used.(Waste acceptance central building, Administration building and maintenance repair workshop building, Energy, illumination system and transformer building)

54 The measures having the priority in the event of accident, forest fire, earthquake and sabotage in the operational and construction stages of the plant; ƒIn case of an emergency the person who sees the event first is liable for informing the related units promptly. ƒAgainst an eventual fire, there will be 1 trained personnel and 1 sprinkler will be available for the first intervention. ƒAll sorts of measures will be taken against any danger. The tools and the equipment will only be used by the personnel having the required license to use, the corresponding equipments. ƒWarning signs will be located in the plant where necessary. In addition, the speed limits will be respected. ƒIn case of accidental risk and emergency situations, the operation of the vehicles will either be stopped or be provided under control. ƒThe warning signs will be monitored continuously. ƒThe first intervention against the emergencies will be done, and the fire extinguishers and first aid will also be provided.

First, the employed personnel will be trained about this subject; and assignments will be done to these personnel. The task definitions will be done. There will always be available equipment necessary for first aid and rescue. The assigned persons will provide the related coordination. With the commissioning of the plant necessary initiatives will be taken and relations will be established with the police station and other emergency situation units. An organization charts will arranged for extreme situation in the plant site like (Fire explosion, natural disaster, accident etc.) First of all, the employed personnel will be trained about this subject; and assignments will be done to these personnel. The task definitions will be done. There will always be available equipment necessary for first-aid and rescue. The assigned persons will provide the related coordination. In case of emergency and accidental risk situations the running of the vehicles in the plant will either be stopped or be provided under control. An organization chart will be arranged for extreme situations (Fire, explosion, natural disaster, accident etc.) in the plant. First of all, the employed personnel will be trained about this subject. Assignments will be given to these personnel. The task definitions will be clarified. Equipment necessary for first- aid and rescue will always be available and ready in case of emergency. The assigned persons will provide the related coordination.

Fire, Explosion, Natural Disaster (Earthquake etc), Accident

Person

Telephone/Warning sirens

Police Fire-fighting Ambulance

55

Emergency Telephone Numbers

Fire: 110, Ambulance: 112, Police: 155, Gendarme: 156 Besides, the following measures to have indirect impact on the in-site traffic management will be taken;

ƒThe personnel holding the license to use will only use the equipment like dozer, compactor, rubber wheel loader, truck and solid waste transport vehicle. ƒWarning signs will be located where necessary in the plant and the speed limits will be respected. ƒIn emergencies like inflammation of landfill gas and settlement of solid waste mass, or when there is an accident risk, the running of the vehicles over the solid waste mass will either be stopped or provided in a controlled way. ƒMajor importance will be drawn to the training of the personnel related to particularly safety and first-aid. ƒThe maintenance of the vehicles to be used in the plant will be carried out monthly. Moreover, the trucks will be carefully inspected and necessary maintenance shall be provided in case of a mechanical problem. and will be certificated where necessary. ƒRain, freeze, snow, fog or in case of any bad weather conditions safe flow of the in-site traffic will be provided. The speed of the vehicles will be controlled in-site the plant and if snow cover the roads, it will be cleaned from the road.

2.9 Measures to be taken against the Eventual Environmental Impacts of the Project

The eventual negative environmental impact of the solid waste landfill field in the plant is the Leachate water and relatively the pollution of water sources and the gas movements. In the base insulation, impermeability will be considered as in the final top cover. In the heterogeneous waste mass, the surface water contact to be at minimum is an important factor particularly in terms of stability. The surface water shall reach the waste mass via surface flow and direct contact precipitation water. The liquid formed as a result of the precipitation to sieve through the waste is denominated as Leachate water. In Gelibolu Solid Waste Landfill Plant, first the Leachate water will be collected in pools and the leachate water collected in the Leachate water pool will be recirculated for 5 years. In order to provide the controlled exit of the landfill gas produced in the waste, the gas collection wells for the plant to be provided and operated in parallel to the operation is envisaged. As per the provisions of Regulation for Solid Waste Control, entered into force being published in the Official Journal dated 14.03.1991 and number 20814, Leachate water monitoring and measurement wells should be drilled around the storage area, and in these wells at certain intervals within the frame of the operational plan, the operating person or enterprise should make measurements and controls against the eventual leakage of Leachate water and landfill gas; and this measurement process should continue for 10 years following the closure of the storage area.

56 Leachate water and landfill gas monitoring and measurement wells will be drilled around the solid waste landfill area. In order to prevent the entrance of superficial upstream water in into the plant, a field drainage project will be prepared taking into consideration the soil properties and hydraulic conditions; and under this scope, interception channels and surface water drainage channels will be used. Under the scope of fighting against an eventual fire or in the event of fire in the operational field and as well as in the other technical and administrative buildings and units a fire extinguishing equipment will be formed. This will include firewater tank, pump, hydrants and the fire extinguishers formed of chemical substances mounted in the buildings. The surrounding of the plant will be fenced and the access of wild animals and pets to the solid waste landfill field and relatively to the solid waste mass will be prevented. In case of an invasion of gnawing animals, the necessary measures will be taken according to the advices of Provincial Directorate of environment and Forestry, Provincial directorate of Health and Agriculture. With the wire fence to surround the solid waste landfill field, the entrance and exits to and from the solid waste landfill field shall be under control. In addition, with the wind impact, the light solid waste like paper and plastic bags shall fly and transferred out of the solid waste landfill field and the animal entrance into this area shall be prevented. Besides, after the termination of the activities in the plant, the surface of the solid waste landfill field will be covered with appropriate cover and will be greened compliant to the technique and the related legislation. The waste water to be produced in the plant by the administration and technical buildings shall be collected in two separate impermeable type septic tanks with respective capacity of 60 m3 and 6 m3. The eventual negative impacts of the solid waste landfill plants on the settlement places are the odor, noise, transport of solid waste by wind, the pollution risk of surface and ground waters, insects and gnawing animals. As explained in details in the previous parts, under the daily operational circumstances the surface of the solid waste mass will be covered by the soil cover at the end of the day, the entire plant will be surrounded by wire hence, the impermeability of the storage tank base will be provided; the Leachate water, surface water and landfill gas will be drained and disposed using appropriate methods. And in this way the negative impacts will be cancelled by the implementation of the aforesaid measures. Since the dominant wind direction is SW and the nearest settlement area is Kavakltepe village in SW at distance of 2 km., no negative impact of the wind is possible. Because of the land slope and the structure, the excavation soil formed during the construction stage of the project will be used as filling material 453.410 m3 soil will be excavated and out of this value 227.660 m3 will be used at the same area as filling material. In this way; no excavation soil will exit out of the project area. Waste management to minimize the negative impacts of excavation soil, construction and demolition wastes on environment and human health, will be performed. Besides, the work to be carried out in the storage area during the bad weather conditions (rainy, cold, dry etc.) is explained below. The bad weather conditions will affect at most the workers in the solid waste regular. In order to prevent this, special clothes (like insulated raincoat, shoes with steal tip and gloves) will be provided to the workers.

57 The drainage trench to be formed for the surface water will be cleaned Monthly and the overflow will be prevented. The depreciation to occur in the in-plant roads by time will be repaired; the signs and plates placed will enable a regular traffic in the plant where the speed limits will apply. The solid waste shall be collected in solid waste landfill field as layers. In this way, the height of each waste layer will be approximately 2,0 m. In the formation of the waste layer the waste shall have a determined slope via utilization of compactor. The compactors purchased shall be used from the discharge of the waste in covering, shredding, compacting and rigging. In order to prevent the entrance of superficial upstream water in into the plant, a field drainage project will be prepared taking into consideration the land topography, soil properties and hydraulic conditions; and under this scope, interception channels and surface water drainage channels will be used. The drainage channels are designed with the sufficient capacity to carry the entire surface water. 1 in 100 years by 24 hours storm frequency is shall be used for design of the drainage channels. In this way the entrance of rainfall on the covered solid waste landfill field into the drainage system will be provided. Drainage channels will be checked weekly. Forestation will be done along the wire fence. After being discharged to the landfill area the solid waste will be compacted continuously by the compactor; when the height of the cells reach 2 m. these will be covered by daily cover and storage process will continue. In this way the dissemination of solid waste in the environment by wind will be prevented.

3. BASELINE DATA During the evaluation of the sensitivity of the area to be affected by the project, the following were taken into consideration. 3.1 General Climate Conditions of the Region The climate of the region of the project area is in between Trakya and Aegean Climate regions. In north, Koruda Mountain mitigates the effects of hard Trakya climate. The region is under the impacts of continuous airflow in four months of the year because it is in the coastline of Çanakkale Straight. For this reason, the spring is short. The precipitation is strong in autumn where it is less to some extend in spring. The most significant characteristic of winter is the strong northeaster. During summer and autumn time Mediterranean climate domains in the region. In general, autumn is warm. The temperature to be lower in Marmara type of Mediterranean climate is due to the latitude difference and the northeaster coming from the north, because of the impact of Black Sea climate, the precipitation is dense in summer months. The 32 years records of Çanakkale Meteorology Station are given in Appendix D.7. The highest values of rainfall observed by Çanakkale Meteorology Station in standard times are presented in Appendix D. 8. Temperature Distribution According to the observation records of Çanakkale Meteorology Station for Çanakkale Province between years 1975-2006; • Annual average temperature 14,9 ºC, • Annual average high temperature 19,4 ºC, • Annual average low temperature 10,9 ºC,

58 According to the observation records between years 1975-2006 the following were measured; • The highest temperature 38,8 ºC on 07.07.1988, • The lowest temperature -11,2 ºC on 14.02.2004. • The average temperature was the lowest as 6,3 ºC in January and February, • The average temperature was the highest as 25ºC in July.

Table 37 Temperature (ºC)

MONTH 1 2 3 4 5 6 7 8 9 10 11 12 Annual MONTHLY 6,3 6,3 8,3 12,5 17,4 22,3 25 24,7 20,8 16 11,4 8,1 14,9 Average Temperature (ºC) Highest 9.6 9.8 12.3 17 22.3 27.6 30.4 30.2 26.1 20.6 15.2 11.2 19.4 MONTHLY Temperature (ºC) 3.2 3.2 4.8 8.6 12.9 17 19.6 19.7 16 12.2 8 5.1 10.9 Lowest MONTHLY Temperature (ºC) Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station Data

30

25

ž&20 à N OÕ N D ÕF15 Ã6 D P OD D UW 10 2

5

0 123456789101112 Aylar

Figure 7 Monthly Average Temperature (ºC)

Distribution of Precipitation According to the observation records of Çanakkale Meteorology Station for Çanakkale Province between years 1975-2006; • Annual average total precipitation 595,6 mm, • Maximum average total precipitation 103,3 mm in December, • Minimum average total precipitation 4,1 mm in August, • Daily maximum precipitation 110 mm in May.

59

Table 38 Precipitation (mm)

MONTH 1 2 3 4 5 6 7 8 9 10 11 12 Annual Average Total 88,5 63,1 63,8 49,1 33,9 20,8 13,1 4,1 18,7 45,5 91,7 103,3 595,6 Monthly Precipitation (mm) Daily Maximum 91.5 58.7 73.5 72.2 110 50.5 50.4 21.6 41.2 62 98.2 96.3 110 Precipitation (mm) Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station Data

120

100 P P Ã UÕ WD 80 LN Ã0 Õú ÷ D 60 Ã< P OD S R 40 Ã7 D P OD D UW 20 2

0 123456789101112 Aylar

Figure 8 Average Total Precipitation (mm) Vaporization Status According to the observation records of Çanakkale Meteorology Station between years 1975- 2006, the maximum monthly average vaporization in the region is 259 mm in July, and daily maximum vaporization is 17,5 mm in July. Table 39 Long Years Average of Monthly Vaporization Values (mm)

1 2 3 4 5 6 7 8 9 10 11 12 Annual Average Monthly 0,2 106 162,7 213,5 259 239,5 166,6 102 53,6 34,5 >1337.6 Vaporization (mm) Average 88,5 63,1 63,8 49,1 33,9 20,8 13,1 4,1 18,7 45,5 91,7 103,3 595,6 Total Monthly Precipitation (mm) Daily Maximum 0,2 0 0 12,5 13 16,4 17,5 14 11 8,5 10 5,2 17 Vaporization (mm) Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station

60 Data

300

250

200

Ortalama Buharlama (mm) 150 Günlük En Çok Buharlama (mm)

100

50

0 123456789101112 Aylar

Figure 9 Long Years Average of Monthly Vaporization Values (mm)

Humidity Distribution January According to the observation records of Çanakkale Meteorology Station for Çanakkale Province between years 1975-2006; • Annual average relative humidity % 76, • Highest average relative humidity % 83 in December and, • Minimum average relative humidity % 68 in July, • Minimum relative humidity % 11 in July.

Table 40 Average Relative Humidity (%)

1 2 3 4 5 6 7 8 9 10 11 12 Annual Average Relative 83 81 80 79 77 72 68 69 72 77 82 83 76 Humidity (%) Minimum Relative 36 26 24 23 14 11 24 13 21 24 24 39 11 Humidity (%) Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station Data

61 90

80

70

È Ã 60 P H Ã150 ÕO ÷ D Ã%40 D P OD D30 UW 2 20

10

0 123456789101112 Aylar

Figure 10 Average Relative Humidity (%)

Distribution of counted days (Foggy, Snowy, Covered with snow, maximum snow cover thickness)

According to the observation records of Çanakkale Meteorology Station for Çanakkale Province between years 1975-2006; • Average number of days with snow cover 5.6, • Average number of foggy days 7.4, • Number of maximum average foggy days 1.9 in January, • Average number of hail days 1.3 , • Number of maximum average hail days 0.3 in March and January, • Average number of frosty days 18.8, • Number of maximum average frosty days 5.1 in January, • Average number of thunder stormy days 27.9, • Number of maximum thunder stormy days 3.8 in November.

Table 41 Counted Days

1 2 3 4 5 6 7 8 9 10 11 12 Annual Average number of days with 1.8 1.7 0.6 0 1.5 5.6 snow cover Maximum Snow Cover 63 30 24 32 63 Thickness (cm) Average Number of Foggy Days 1.9 0.9 1 0.4 0.1 0 0.1 0.4 1.2 1.3 7.4 Average number of frosty days 0.3 0.1 0.3 0.2 0.1 0.1 0.1 0 0.1 1.3 Average number of hail days 5.1 4.8 3 0.3 0.1 2 3.8 18.8 Average number of thunder 2.7 2.3 2.1 2.5 2.4 3.1 1.7 1.1 1.7 2.1 3.8 2.4 27.9 stormy days Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station Data

62 Wind Blow According to the observation records of Çanakkale Meteorology Station for Çanakkale Province between years 1975-2006; • The fastest wind direction is SW. • The fastest wind speed is 38,7 m/sec in January. • According to the observation records of Çanakkale Meteorology Station between 1975-2006 the annual average wind speed is 3,9 m/sec.

Table 42 Long Years Average of Monthly Wind Speed Values (m/sec)

1 2 3 4 5 6 7 8 9 10 11 12 Annual Average Wind Speed 4.4 4.6 4.3 3.8 3.5 3.3 3.8 3.8 3.6 3.8 4 4.5 3.9 (m/sec) Source: State Meteorological Works Directorate General, 1975-2006, Çanakkale Meteorology Station Data

3.2. Present Land Utilization and Quality (Agricultural land, Forest land, Planned area, Water surface etc.) The activity area is in Çanakkale Province, Gelibolu District, Kavakltepe Village. The allocation from the Treasury of Finance of the immovable property out of register with the area of 90 440m2 in the northeastern border of the block 777 in the plots H 17 a- 03-d, H 17 a-03-c, H 17 a-08-a of Çanakkale, to be used as the solid waste storage area. The nearest settlement area is at 2 km distance to the project area, which is around 5 km to the Gelibolu District center. The project area is involved within the borders of Çanakkale Regional Directorate of Forestry, Çanakkale Forestry Exploitation Management, Gelibolu Exploitation Management, and is not a forestry land. The project area does not have any characteristic important in terms of agricultural land. In order to evaluate the present land utilization of the project area and the near surroundings, the topographic map with scale: 1/25.000 that shows the settlement places, access networks, energy transmission lines, and information related to the existing facilities, is provided in Appendix D 4. 3.3 Regional Geology The examination of the geological characteristics in the activity area starts at the provincial level and in general and reached to the specific activity area. The geological studies under the general scope have been supported by the literature scanning. As a result of the studies conducted the geological map covering the activity area and the near surrounding with scale 1/500 000 has been prepared. In the northeast of the working area, metamorphic lying under the Tertiary units with the same direction, are observed. Metamorphic amorphous are made of crystalline schist, and are dived to the West. Top Cretaceous old units are in the northern part of Saros Gulf in the region, at 10km distance to North of Mecidiye Village, in Çeltikli Village and as two small patterns in southwest of Konak Port. Top Cretaceous old units in our region are green shale and ophiolite, black and thin particle shale and mottled conglomerate and sandstone lithology.

63 Tertiary old sediments are observed in Gelibolu Peninsula, in particular the large areas in the surrounding of Saros Gulf. DOUST- ARIKAN (1974) has examined Gelibolu Peninsula, Trakya Basin under South shale stack. This stack existing in Gelibolu- Mürefte locations is formed of from the bottom to the top; with Yeniköy Formation to Mecidiye group Balkdere, Doluca Tepe, Mürefte and Tavri Formations and at the top Eriklice group. The age of Yeniköy formation in Mürefte location is estimated to be top Cretaceous, and is formed of grayish-white re-crystallized limestone. Besides, there are also radiolarit units. Balkldere formation is formed of big particle lime stones, sandstone, shale and base pebbles. In west its thickness reaches to 300m. And Doluca Tepe formation on this is made of conglomerate calcareous sandstones and argillaceous – sandy beyond reef stack stone and the forming the reef nucleus largely fossil-breach jumper. Mürefte formation id formed of growing thin sandstone, silt stone, lime stone and main layered clay stones formed in turbidity. Tavri formation starts with the base conglomerate that determines the discordance and continues with tuff interlayer lime stone and sand stone. In south of Ganos Mountain and Gelibolu Hills the surface Eriklice Group is made of a thick sand-clay stack. These sediments are settled in the fault zones right after the new curl movement of Top Miocene. The geological map, on which the area is marked, is presented in Appendix D 6. 3.3.1 Examination Area Geology To determine the characteristics of the soil test soundings have been drilled at 6 different spots with a total depth of 110 meters depth drilling have been done. In addition, 8 further exploration holes were digged to examine the general structure of the field. When the field’s capability of containing water, based on the seasonal conditions, is taken into consideration it’s recommended to conduct controlled excavations and the excavation inclination should be 1:3 (Vertical/Horizontal) on the storage area. To keep the local unstabilities at a minimum level, it’s critical not to leave excavation surfaces open for a long time and support when needed. According to the analysis results, when slopes with banquette of 1 horizontal/3 vertical are formed, excavation slopes on the slope inclination will become stable. Banquette width and height are 3 and 10 m, respectively. They should be formed starting from the upper elevation through the lower levels. The excavation material can be used as a filling material with 1 vertical/2 horizontal slope after it’s been pressed properly. Necessary precautions have to be taken to prevent the leak of ground water and to stop the surface and rain drainages during the excavation process and on the slopes. The area under investigation consists of Myosen-Pliyosen older sedimentary rock units and their deformed units of clay with silt and alluvial deposits. The test soundings have been drilled between 0.00 and 20.00 m. The common structure of lithology show poor cement linking, poor strengthy, crumbling, highly dissociated, sandstone-claystone-siltstone sequences. The levels with a base character contain fine and pebbled hard clay and also partially musseled solid clay deposits on the alluvial deposits. In Gelibolu and surrounding is surfaced by Çamrakdere Üyesi, Denizel Seki and Alluvium. The examination area geology is formed of Denizel Seki (with symbol Qds). Pleistocene - present old unit is dirty white, dirty yellow colored, medium – thick irregular and non-continuous layered, pebbled sand, and in some places biogenic sandy. On the unit,

64 where the articulation system is vertically developed in hard layer, tightly attached, and soil cover less than 10cm is developed. 3.3.2 Structural Geology and Tectonic West Anatolia to include Çanakkale Province is under influence of compact in direction of north-south between Medium Miocene– Top Pliocene ages. In this period in the region according to the direction of compaction curls in E-W direction and reverse faults in NE–SW direction, and with tendency to left and in NW–SE direction pulsed faults with tendency to right have been formed. With the change in the direction of compaction at the end of the Pliocene as E-W, also the direction of the structures were changed; and the domain direction became in reverse faults and curls as N-S, in normal faults as E-W, in pulsed faults to right as NE-SW and in pulsed faults to left as NW-SE.( aro lu ve Ylmaz,1990). The volcanic products moved to the surface via normal faults or opening cracks. Besides, during the inspection of these faults inter-mountain and pull-apart type basins were formed; and these basins were filled by young sediments. Çanakkale and surrounding is involved in the south part of North Anatolia Fault Zone. The active tectonic in Miocene resulted in the shaping of North Anatolia Fault Zone (K.A.F) with an approximate length of 1200km. the fault line, divided into two starting from east of Akyaz, is also divided into many branches in Marmara region and reaches Aegean Sea. In Gelibolu and Biga Peninsulas, Saroz-Gaziköy fault, Etili fault, Çan-Biga fault zone, Sarköy fault and Yenice-Gönen fault exist. These fault zones are known as active since they have caused many earthquakes until now. Saros-Gaziköy fault’s direction is southeast and it is approximately 50km long. This right pulsed fault caused arköy Earthquake (7.3) on 9.8.1912. Çan-Biga Fault zone, where 6.3 earthquake on 4.1.1935 and 4.9 earthquake on 5.7.1983 were experienced as a result of the relation between the segment length and level of eventual earthquakes, is formed of many fault pieces in northeast-southwest direction. Earthquakes with identical levels may be expected to take place on the same fault zone. The length of Sarköy Fault line is 60km. also this fault is expected to cause earthquakes at level of 7.2 –7.5 (Aktimur,H,Tvd., 1983). Causing as known Yenice Earthquake in history with level of 7.2 Yenice-Gönen Fault zone is determined to be approximately 55km long as a result of the studies conducted by M.T.A General Directorate of Mineral Research and Exploration experts. However, in a study conducted by Barka,A.,Stein ,R.Ve Dieterich, j.,1997 the same fault line was determined to reach to the west end of the gulf via Küçükkuyu-Behramkale corridor and another fault line parallel to this was determined, passing right from the north of Edremit and laying in parallel with the coast. The big earthquake in the gulf in year 1944 is considered to be focused on this zone (Erol,1981). Until the end of Miocene, Biga Peninsula appeared as a tectonic block in northeast- southwest direction. With the movements following the Miocene, there was a distortion in Biga Peninsula in north direction resulting in the rise of Kazda and fall of Çanakkale region; and the borders of Edremit sediment occurred. The movements in middle Pliocene caused decompositions in the old big block; Gökçeada-Bozcaada had the tendency to become a shelf area where Ezine – Behramkale a fall with north-south direction, and East-West parts of Kazda had the tendency to become rises at different rates. In Pleistocene the fall, although slight, was considerable in Ezine-Behramkale, and the fall of Edremit Gulf continued. In Mid Pleistocene, there was a slight tendency to rise in Kazda , where a relative stability was observed in top Pleistocene and Holocene.

65 As a result of the studies conducted, the rocks in Biga Peninsula and surrounding were determined to have be under the influence of more than one orogenesis (Gümü, 1964; Aslaner, 1965; Bingöl, 1968; Kocaefe ve Ataman, 1982; Gözler, 1986), and the proof of having more than one orogenesis is as follows: The granites formed and developed as a result of the high temperature and pressure metamorphosis and relative anatexi, belong to pre-Alpine orogenesis. The curls; the layer direction of the entire metamorphic rocks in Biga Peninsula and surrounding is in general NE-SW. However, in the parts having Stavrolit+Disten and Piroksen+Skapolit paragenesis, this direction is observed as north-south. In the massive offering an anticlines structure revolted to the southeast, where no light colored gnays lithologies are present on the north side, at minor parts disharmonic, asymmetric, isoclinals, horizontal isoclinals and gnays are observed. The curl axis of the curls in Kazda Massive is observed to develop in two directions. 3.4 Hydrogeological Properties In the project area and the surrounding there are areas available for transport of Y.A.S. However, in the fields close to that area the depth of the wells, which’s flow is constant during summer and winter is average 30 –50 m.. There is no source available in the examination area and the near surrounding. There is no river, brook etc. or surface water in the study area. Besides, there is a seasonal brook within the borders of the plant. 3.5 Earthquake Tendency of the Land According to the Map of Turkey Earthquake Regions prepared by T.R Ministry of Public Works and entered into force by the Decree of the council of Ministers dated 18.04.1996 and number 96/8109; the project area and Gelibolu District that covers the project area are involved within First Degree of Earthquake regions in Turkey’s map of Earthquake regions. The provisions of the Regulation for Structures to be built in the Disaster Regions published in the Official Journal dated 2 September 1997 and number 23098 and entered into force will be respected. The earthquake map of the area covering the activity area is presented in the following. Project area

66

Figure 11 Earthquake Map

Legend

Project area is involved in the 1st grade earthquake region. 1.st grade means unstable. For this reason figure (11) is all in red.

3.6. Taking into consideration the Sensitive Locations List presented in APPENDIX-V, watery land, coastal land, Mountain and Forestry Land, Agricultural Land, National Parks, Special Protected Areas, Highly concentrated areas, Historical, Cultural, Archeological and Land of identical importance, Erosion areas, Landslide Areas, Afforested Areas, Potential Forestation and Erosion areas and the Aquifers to be protected as per Law no 167 related to the Underground Water.

In the project area and near surrounding, taking into consideration the Sensitive Locations List presented in Appendix-V of the EIA Regulation; wet lands, coastal lands, Mountain and Forestry Land, Agricultural Land, National Parks, Special Protected Areas, Highly concentrated areas, Historical, Cultural, Archeological and Land of identical importance, Erosion areas, Landslide Areas, Afforested Areas, Potential Forestation and Erosion areas and area involved in the aquifer area to be protected as per the Law 167, related to the ground waters, were not determined. 3.6.1 Wet Lands There are no water collection and preservation basins and wet lands in the project field and near surroundings.

67 3.6.2. Forestry Land In Çanakkale Province the natural vegetation cover is the forests that cover 54% (526.l48 ha.) of the province land. % 39,1% of the forests are normal cops, l7,1% damaged cops, l0,5% normal coppice forest and 33,3% damaged coppice forest. The main trees of the forests in the region are having the pioneer red pine, Black pine, Dwarf, Juniper, Oak, Beech, Chestnut, Kazda Fir and Base yew. Arid period of Mediterranean Climate does not allow reforestation on the land where the trees are gone. The maquis groups seen at 30-40 km. from sea and up to 600m., are commonly seen between Lapseki-Biga in south of Gelibolu Peninsula and from the coast line till the beginning of the forest. The forests appear by the coast, and at major part seen after altitude of 300m.. At the inner parts area with steppe appearance, having thin herbs, and suitable for crop growing and along the water four season green meadows are met. The project area is involved within the borders of Çanakkale Regional Directorate of Forestry, Çanakkale Forestry Exploitation Management, Gelibolu Exploitation Management, and is not a forestry land 3.6.3. Agricultural Land In Çanakkale region, the value of the agricultural area is relatively high, since the area of the land for this pupose is limited. In other words, the agricultural area, enabling high productivity (with a wide variety of crops), is limited. This makes these limited area highly valuable. Although not very large, the plains are suitable for sowing of some various plants. The development in sowed areas of Çanakkale has been realized between 1950-1970. In this period, the area of the sowed land raised from 128.000 ha to 183.000 ha, with rate of increase around 40%. In the province the area of the land to which agriculture is applied, according to the information obtained from different sources, varies between 333.000 Ha. and 359.000 Ha., and according to the data of Provincial Directorate of Agriculture the area to occupy 24,2% of the province, 236.307 Ha. is allocated for dry farming. Fallow is applied to 21.365 ha of this land. Out of 54.801 Ha. land, where processed farming takes place, which is irrigated and has the share of 5,6% of the province in general, 34.130 ha has insufficient irrigation. Insufficient irrigation is the one that cannot afford the water required for the culture plants on time and sufficiently or the irrigation done once in few years.

There are sowed lands approximately at 1 km distance to the plant area. There are no plants or enterprises related to water products and/or plants for other purposes. 3.6.4 Flora and Fauna Vegetation Çanakkale Province to cover the project area is involved in plant geography region. This plant geography region includes Gelibolu Peninsula, west part of Biga Peninsula and Marmara Sea, in particular the north coats, Aegean part of Aegean Region and Mediterranean Region. The main vegetation formations observed in the activity area and the surrounding are as follows: Main Mediterranean Belt (Red Pine Forests) In Marmara Region at 400 m, Aegean Region 800-900 m, Mediterranean Region, particularly in the southern scopes of Toros Mountain at 1000 m, and even at 1500 m the Red Pine (Pinus brutia) Forest belt exists. The Red Pine is the climax pine type of the region, it needs extreme sunlight and temperature and is resistant to aridity; even in summer times when there is water

68 shortage it stops growing; however it grows rapidly where water is available. It is the fastest growing type of tree in our country; it has the ability to disseminate quickly. Red Pine Forests are generally formed of red pine trees; however in the areas where they are damaged or degenerated they form a group together with macquis and garigs. In the areas where the macquis completely domain they their place to macquis since they cannot find place to grow; however, under normal competition circumstances they gain the dominance again and prevent the growth of macquis. Macquis types, particularly the kermes oaks often remain as sub-forest brush layer of the forests.

69

Figure 12 Vegetation Formation of Mediterranean Plant Geography Region

70 Macquis (Brush) Group The areas damaged by the red pine forests are covered with small trees or brush cover called macquis. For this reason the macquis that exists in Mediterranean Region of our country, is not a primary succession like it is in some Mediterranean countries and it is a group of brush stabilized as a result of the continuous damage of the red pine forests. The main types of brush that form the macquis in the region are as follows; kermes oak (Quercus coccifera), Grecian strawberry tree (Arbutus andrachne), strawberry (Arbutus unedo), locust-tree (Ceratonia siliqua), Acacia cyanophylla (Calicotome villosa), bay-tree (Laurus nobilis), myrtle (Myrtus communis), olive tree (Olea europea), Jeruselem thorn (Paliurus spina-christi), mastic tree (Pistacia lentiscus), terebinth tree (Pistacia terebinthus), oleander tree (Nerium oleander), judas tree (Cercis siliquastrum), maple (Phillyrea latifolia), chaste tree (Vitex agnus castus), pinus brutia (Styrax officinalis) etc. The trees mentioned above except blackthorn, hayt and Judas tree don’t fall their leaves, in other words are green whole year. Another macquis specie seen in proportionally moist areas is myrtle (Myrtus communis) and pinus brutia (Styrax officinalis). In the moist areas near the brook sides and where the base water is high oleander tree (Nerium oleander), Spanish broom (Spartium junceum), hayt (Vitex agnus castus) and myrtle (Myrtus communis) groups are common. In the project area no plant species under conservation, involved in the (Bern Convention) on the Conservation of European wildlife and natural habitats Apendix-1 was met. The Gelibolu National Park is in the borders of Eceabat District which is 42 km far from Gelibolu district. Flora When grid system of P.H. Davis (Flora of Turkey and The East Aegean Islands) is considered the project area is involved in A-1 square and in East Mediterranean Region. The vegetation cover of the activity area and its near surroundings is given below.

Figure 13 Vegetation Cover

Macquis cover is observed in the project area and near surroundings. In open areas herbal plants and in rocky land species growing on rock are observed. The inventory Table below shows the habitats, plant geographic regions, proportional abundances, endemism status and national-international protection status of the observed and eventual flora in the project area and near surroundings. As a result of all these studies 32 plant species existing or eventually may exist in the area were determined. Among these species 5 are Mediterranean element, 1 East Mediterranean element and 26 are the cosmopolite species for which the plant geographic region is unknown. In the project area no plant species under conservation,

71 involved in the (Bern Convention) on the Conservation of European wildlife and natural habitats Apendix-1 was met.

Table 43 Flora

n l s

e

s l o e a h

i

o a c a

m t n s

m t l d i c s

n n a o e N i a a i o i i

C k a n t o n

t h c i e h i i r N r d m i r r t

e p g b e u l e c e e n o m e p a a a e B d g T u r p r S

c R M p n n H e o b g

o n t S a r o E I e A L e P D D G

t n a l P Amaranthaceae – Güzelhatunçiçeigiller 1 Amaranthus retroflexus - 7 2 D - - L Anacardiaceae 2 Rhus coriaria Somak Mavru (Akseki) - 5 1 D - - G Apiaceae – Maydanozgiller 3 Daucus carota - 5 3 D - - L Asteraceae – Papatyagiller 4 Centaurea solstitialis subsp. solstitialis Zerdali dikeni - 7 2 D - - L 5 Chondrilla juncea var. juncea Sakz otu Çöpkanak (Silifke) - 5 3 D - - G 6 Cichorium intybus Ak hindiba Güneyik (Ladik) - 8 2 D - - G 7 Cirsium arvense subsp. vestitum Çahr (Kangal) - 5 2 D - - L 8 Senecio vernalis Kanaryaotu Ekinotu (Kemah) - 7 2 D - - L 9 Taraxacum officinale Karahindiba - 5 3 D - - L Caryophyllaceae – Karanfilgiller 10 Dianthus calocephalus - 8 2 D - - L 11 Silene compacta Nakil çiçe i - 8 2 D - - L Cistaceae – Ladengiller 12 Cistus creticus Laden Karahan (Silifke) Med. 2 3 D - - G 13 Helianthemum salicifolium - 8 2 D - - G Convolvulus – Sarmakgiller 14 Convolvulus arvensis Çadr çiçe i Hamza (Bala) - 5 3 D - - G Cupressaceae – Servigiller 15 Juniperus oxycedrus subsp. oxycedrus Ardç - 3 2 D - - G Dipsacaceae – Fesçitaragiller 16 Scabiosa argentea Gck otu - 5 2 D - - L Fabaceae – Baklagiller 17 Hymenocarpus circinnatus Med. 5 2 D - - L 18 Melilotus indica - 5 3 D - - L 19 Spartium junceum Sparta çiçe i (stanbul) Med. 2 3 D - - L 20 Trifolium campestre Üçgül - 7 3 D - - L Fagaceae – Kayngiller 21 Quercus coccifera Kermes meesi Med. 2 3 D - - G 22 Quercus infectoria subsp. boissieri Maz meesi - 5 2 D - - L 23 Quercus ithaburensis subsp. macrolepis Anadolu palamut meesi E. Med. 3 3 D - - G Lamiaceae – Ballbabagiller 24 Ajuga chamaepitys subsp. chia var. chia Ksa Mahmutçuk - 5 3 D - - L Oleaceae – Zeytingiller 25 Phillyrea latifolia Akçakesme Kesme (Mersin) Med. 2 2 D - - G Pinaceae – Çamgiller 26 Pinus brutia Kzlçam E.Med. 1 1 D L Poaceae – Budaygiller 27 Cynodon dactylon var. dactylon Büyük ayrk otu - 5 3 D - - L 28 Dactylis glomerata subsp. hispanica - 7 4 D - - L 29 Hordeum bulbosum Yalanc karpuz (Ovack) - 5 3 D - - L 30 Poa bulbosa - 8 3 D - - L 31 Stipa bromoides Krtl (Kemah) - 5 3 D - - L Scrophulariaceae – Sracaotugiller 32 Veronica polita - 5 2 D - - L

Abbreviations Habitat Danger Classes (IUCN) source 1. Forest, surroundings and sides RE (Regionally extinct) L Literature

72 2. Macquis CR (Critically endangered) G observation 3. Frigana (Most of them thorny, short and silled plants) EN (Endangered) D Sense 4. Cultural Areas (Ba , Bahçe, vb.) Nadasa Braklm Yerler VU (Vulnerable) 5. Arid pasture and open areas NT (Near threatened) 6. Moist pasture, Marsh and watery land, herbed slopes LC (Least concern) 7. Roadside, abandoned areas DD (Data deficient) 8. Rock cliff, shadowed areas, Calcareous slopes NA (Not applicable) NE (Not evaluated) Proportional Abundance Plant Geographical Region Endemism Status 1. Very rare Med. Mediterranean Element D – not endemic 2. Rare D. Med. Eastern Mediterranean Element Y - Disseminated Endemic 3. Medium abundant (Proportionally abundent) r.-Tur. ran-Turan Element B – Regional Endemic 4. Abundant Av.-Sib. Europe-Siberian Element L - Local Endemic 5. Very abundant (-) Largely disseminated or unknown

In order to determine the endemic and endangered ones among the species mentioned below, the publication titled “Red Data Book of Turkish Plants (Türkiye Tabiat Koruma Derne i ve Van 100. Yl University, 2000)” and http://bioces.tubitak.gov.tr web site prepared by Turkish Scientific and Technical Research Institute (Tübitak) and no plant specie in danger was determined. Among the plant species mentioned below no species under conservation due to the national and international conventions are present at the project area. Fauna As known the vertebrates’ fauna is divided into 4 main classes. These are amphibians, reptiles, birds and mammals. Under the scope of the Environmental Impact Assessment conducted in project area and surrounding, as a result of the data obtained, via literature scanning the fauna of the region was prepared. In order to determine the species that are put under protection among the ones mentioned below, Turkish Environmental Legislation, Convention for Conservation of European Wildlife and Natural Habitats (Bern)3 and its appendixes, “Türkiye Kular Krmz Listesi” (Species List in Red Data Book)4 of Kiziro lu (1989) and “Genel Zooco rafya ve Türkiye Zooco rafyas”5 (General Zoogeography and Turkey Zoogeography) of Demirsoy (2002) were examined. As a result of the studies, inventory tables demonstrating the habitats, population concentration, national and international conservation of the faunas were prepared. The grade of danger and related conservation status were determined according to Bern Convention6 Appendix List (Appendix-2 Strictly Protected Fauna Species, Appendix-3 Protected Fauna Species) and ERL (European Red List) and Red Data Book prepared by IUCN (World Conservation Union). Besides for the birds, reptiles and mammal species, “2006-2007 Hunting Period Central Hunting Commission Decisions” 7 of T.R. Ministry of Environment and Forestry, published in the Official Journal dated 17.06.2006 and number 25201; Appendix-I Wild Animals protected by the Ministry of Environment and Forestry, Appendix-II Hunting animals Protected by Central hunting Commission and Appendix-III hunting Animals permitted for Certain Periods of time by Central Hunting Commission lists were issued to the related tables. The wild animals presented in the list of Appendix-I are protected as per the first clause of the Article 4 of Law for Land hunting no. 4915. The hunting, keeping dead or alive and transport of the animals in this list are prohibited. The birds and mammals presented in

3 [BERN] 4 [KZRO LU] 5 [DEMRSOY, a] 6 [BERN] 7 [ÇOB, k] 73 the list of Appendix-II are protected by the Central Hunting Commission dressed with the authorization brought by the first clause of the Article 4 of Law for Land hunting no. 4915. The hunting, keeping dead or alive and transport of the animals in this list are prohibited. The animals presented in list of Appendix-III are the hunting animals for which the hunting is permitted in certain periods of the year 2006-2007determined by the Ministry of environment and Forestry as per the first clause of the Article 4 of Law for Land hunting no. 4915. As a result of the studies conducted no endemic species was met in the project area and the surrounding. Furthermore, for the fauna species there are no sensitive areas for reproduction, food seeking, and survival in winter, nesting and migration. Birds Among the 29 bird species present or possible to exist because of the habitat adaptation in the field of activity 14 are involved in the list of Appendix-2 of Bern Convention; 9 in the list of Appendix-3 of Bern Convention. As per the decisions of the Central Hunting Commission for hunting period 2006-2007 17 bird species are present in Appendix-I, 5 bird species Appendix-II and 4 bird species in Appendix-III list. There is no species rare or endangered living at the project site or migrating over the project site. Table 44 Bird Species

n o i t a u

t i n

o S

i

t n h o h

m a s o

s i i s

r N i i t

n t

t l k

i

a e a r g n t s e l m t

c i e a u n N i e u u r c n c B L t b d L T E C e p r u n

a a D V n e o p o t o U n n n S I I I H P S c E I R B A S

Ordo: Gruiformes Turnamslar

Fam: Rallidae Yelvegiller 1 Sp: Crex crex Bldrcnklavuzu Corncrake SA - V A-4 Appendix-II Appendix-I G, T - L Ordo: Charadriiformes Yamurkular Fam: Charadriidae Yamurkuugiller 2 Sp: Arenaria interpres Taçeviren Turnstone SA - R, K A-4’ Appendix-II Appendix-I T - L 3 Sp: Vanellus vanellus Kzkuu Lapwing SA - V A-4 Appendix-III Appendix-II Y, KZ - L Fam: Scolopacidae Çullukgiller 4 Sp: Philomachus pugnax Dö ükenku Ruff SA - R, K A-4’ Appendix-III Appendix-II T, KZ - L 5 Sp: Tringa erythropus Pas renkli kzlbacak Spotted RedshankSA - R, K A-4’ Appendix-III Appendix-II T, KZ - L Fam: Phalaropodidae Kumkuugiller Red-Necked 6 Sp: Phalaropus lobatus Kzlboyun kumkuu Dn, SA - R, K A-4 Appendix-II Appendix-I T - L Phalarope Fam: Laridae Evserçesi Yellow-Legged 7 Sp: Larus cachinnans Gümüimart SA - - A-4’ Appendix-III Appendix-II Y - L Gull Ordo: Galliformes Tavuklar Fam: Phasianidae Tavuksular 8 Sp: Coturnix coturnix Bldrcn Quail ÇB, St - V A-4 Appendix-III Appendix-III G, Y - d Ordo: Passeriformes Ötücü kular Fam: Corvidae Kargagiller 9 Sp: Pica pica Saksa an Magpie ÇB, St - O - - Appendix-III Y - g 10 Sp: Corvus monedula CücAppendixarga Jackdaw ÇB, St - O - - Appendix-III Y - L Fam: Sturnidae Srckgiller 11 Sp: Sturnus vulgaris S rck Starling ÇB, St - O - - Appendix-II Y - L Fam: Sylviidae Ötleengiller 12 Sp: Acrocephalus palustris Bataklk saz ardçkuuMarsh Warbler SA, ÇB - O - Appendix-II Appendix-I G - L Fan-Tailed 13 Sp: Cisticola juncidis Yelpazekuyruk SA, ÇB - O - Appendix-II Appendix-I G - L Warbler Fam: Passeridae Serçegiller 14 Sp: Passer hispaniolensis Bataklkserçesi Spanish SparrowSA, St - O - Appendix-III Appendix-II Y - L 15 Sp: Passer domesticus Evserçesi House Sparrow ÇB - O - - Appendix-III Y - L Source: [BOYLA] [DEMRSOY, a] [KZRO LU] [ROSELAAR] [Y T] [TÜBTAK, a]

74 Abbreviations Habitat Danger classes (IUCN) Status ST Steppe EX (Extinct) Y Local Or Forest E (Endangered) G Migrant SA Watery Field V (Vulnarable) T Transit Dn Sea R (Rare) KZ Vinter Visitor DK Mountain and rocky I (Unknown) BG Interregional Migration ÇB Brush and garden K (Insufficiently known) YG Altitude Migrant O (Out of danger) 2007–2008 Central Hunting Commission Decisions (AVL) Source Appendix I Wild animals under conservation by the Ministry of Environment and Forestry L Literature Appendix II Wild animals under conservation by the Central Hunting Commission G Observation Appendix III Wild animals for which hunting is permitted for certain periods D Sense Endangered bird species according to Red Data Book (RDB)

A-1 Extinct or under threat A-1-2 species fighting for survival in small populations (1-25 couples) A-2 Species endangered in dissemination area (26-50 couples) A-3 species rarely seen in some regions (51-500 couples) A-4 species that may be under treat in the regions where their number is low) A-1’ species under threat that used Turkey during wintertime, with no reproduction A-2’ ve A-3’ Species without reproduction in Turkey, coming to Turkey, either transit or spending wintertime European Convention for Conservation of European Wildlife and Natural Habitats (Bern) Appendix II (SPFS Strictly Protected Fauna Species) Appendix III (PFS Protected Fauna Species)

Amphibians Amphibian species are the organisms that need at least two different habitats, having one as water, in order to complete their life cycles. These sort of areas are the lakes or lagoons with small or big scale but continuous, in other words these are the waters, river coasts that never dry or dry in a very long period of time, in particular the temporary or permanent overflow lakes; under such habitat under big stones, tree holes or near surrounding of tree roots, or the forests or forestry land with considerable amount of rainfall. Besides some active during daytime, there are also some are active during night time. 2 out of 4 amphibian species to exist or possible to exist because of the habitat conditions are involved in Bern Convention Appendix–2 list and 2 of them in Bern Convention Appendix–3 list. There is no species rare, endangered or protected at or near the project site. Table 45 Amphibians

s

u

n t

o a n h

i o

t

t s t o

n i

S e N

i i a a

t t c N k

t n r L i a r t a r e r m l C i b R e s u n u L c u i

a e U o E B e T p I c n

S m H p o I n n e S I P o d C n E

Classis: Amphibia ki Yaamllar

Ordo: Urodela Kuyruklukurbaalar

Subordo: Salamandroidea Semenderler

Fam: Salamandridae Hakikisemenderler 1 Subsp: Triturus vittatus ophryticusBantl taraklsemender In still and slowly flowing cold waters nt nt Appendix-III - L Fam: Bufonidae Karakurbaalar Sp: Bufo bufo bufo Si illi kurba a Areas with rare plants or forestry land 2 nt nt Appendix-III - L 2 under moist stones 3 Sp: Bufo viridis Gece kurbaas Gardens, open stony areas, close to water 2 nt nt Appendix-II - L Fam: Hylidae Yaprak kurbaalar 4 Subsp: Hyla arborea arborea A aç kurba as Tree, small trees some times in herbs 2 nt nt Appendix-II - L Source: [Y T] [TÜBTAK, a] [DEMRSOY, a]

Abbreviations Danger Classes (IUCN) Source EX (Extinct) L Literature

75 E (Endangered) G Observation V (Vulnarable) D Sense R (Rare) Population Concentration I (Unknown) 3 Very Abundant K (Insufficiently known) 2 Abundant O (Out of danger) 1 Rare nt disseminated, abundant, not threatened 0 Extinct European Convention for Conservation of European Wildlife and Natural Habitats (Bern)

Appendix II (SPFS Strictly Protected Fauna Species) Appendix III (PFS Protected Fauna Species) 2007–2008 Central Hunting Commission Decisions (AVL) Appendix I Wild animals under conservation by the Ministry of Environment and Forestry Appendix II Wild animals under conservation by the Central Hunting Commission Appendix III Wild animals for which hunting is permitted for certain periods

Reptiles Reptile species are found in tree holes and the spaces between the roots of the trees, stony areas, under the stones, in the plant waste and soil holes, in water and near water. 4 out of 8 reptile species to exist or possible to exist in and surround the activity area because of the habitat conditions are involved in Bern Convention Appendix–2 list and 4 of them in Bern Convention Appendix–3 list. The entire reptile species are involved in appendix-1 list according to Hunting Period 2007-2008 Central Hunting commission Decisions. There is no species rare, endangered or protected reptiles at or near the project site.

Table 46 Reptiles

s

u n t

o a h n

i o t

t s o

n i S

N

e i i a

t t N c k

n r L L

a t r a r e r t m l C i V R e s n u u a L c u i t

e U o E B A i e T p I c n

S m b p o I n n e a S I P o d H C n

E

Classis: Reptilia Sürüngenler Subclassis: Anapsida Ordo: Chelonia Kaplumbaalar Fam: Testudinidae Tosbaalar Dry, stony and sandy areas, Appendix-I - 1 Sp: Testudo graeca Tosba a in vineyards and gardens 1 nt nt Appendix-II L Subordo: Lacertilia Kertenkeleler Fam: Anguinidae Ylanms kertenkeleler forestry, macquis, brush and - 2 Sp: Anguis fragilis Ylanms Kertenkele under stones 2 nt nt Appendix-III Appendix-I D Fam: Gekkonidae Ev Kelerleri 3 Subsp: Hemidactylus turcicus turcicus Geni Parmakl Keler Under stones, between rocks nt nt Appendix-III Appendix-I - L Fam: Lacertidae Asl Kertenkeleler Deep forests, naked and open 4 Sp: Lacerta saxicola Kaya Kertenkelesi areas, rocky land 2 nt nt Appendix-III - - L Sunny open areas in forests and 5 Subsp: Lacerta viridis meridionalis Küçük Yeil Kertenkelebrush 1 nt nt Appendix-II Appendix-I - L Subordo: Ophidia Ylanlar Fam: Colubridae 6 Subsp: Elaphe quatuorlineata sauromatesSarylan Rare forestry, brush, stony areas 2 nt nt Appendix-II Appendix-I - L Stony and sandy areas at the 7 Subsp: Coronella austriaca austriaca Güneyylan side of meadows and forests 1 nt nt Appendix-II Appendix-I - L Fam: Typlopidae Körylanlar 8 Sp: Typhlops vermicularis Körylan In moist soil and under stones 2 nt nt Appendix-III Appendix-I - L Source: [DEMRSOY, b] [DEMRSOY, a] [Y T] [TÜBTAK, a]

Abbreviations Danger Classes (IUCN) Source EX (Extinct) L Literature E (Endangered) G Observation

76 V (Vulnarable) D Sense R (Rare) Population Concentration I (Unknown) 3 Very Abundant K (Insufficiently known) 2 Abundant O (Out of danger) 1 Rare nt disseminated, abundant, not threatened 0 Extinct European Convention for Conservation of European Wildlife and Natural Habitats (Bern) Appendix II (SPFS Strictly Protected Fauna Species) Appendix III (PFS Protected Fauna Species) 2007–2008 Central Hunting Commission Decisions (AVL) Appendix I Wild animals under conservation by the Ministry of Environment and Forestry Appendix II Wild animals under conservation by the Central Hunting Commission Appendix III Wild animals for which hunting is permitted for certain periods

Mammals out of 12 mammal species to exist or possible to exist in and surround the activity area because of the habitat conditions are involved in Bern Convention Appendix–2 list. According to Hunting Period 2007-2008 Central Hunting Commission Decisions 2 mammal species are involved in Appendix-I list, 1 mammal specie in Appendix-II list, and 4 mammal specie in Appendix-III list. There is no species rare, endangered or protected mammals at or near the project site.

Table 47 Mammals

s

u

n t

o a n h

i o t

t s o

n i S

N e

i i a

t c t N k

n r t L L a r t a r e r m a l C i V R t e s u n u L c u i i

U e o E B A e T p b I c n

S m p o a I n n e S I P o H d C n E

Classis: Mammalia Memeliler

Ordo: Artiodactyla Çifttoynakllar

Subordo: Nonruminantia Gevigetirmeyenler

Fam: Suidae Eskidünya domuzlar In any environment mostly in 1 Subsp: Sus scrofa scrofa Yabani domuz forests 2 nt nt - Ek-III - L Ordo: Carnivora Y rtclar Fam: Canidae Kurtlar ve Köpekler 2 Sp: Vulpes vulpes Kzltilki In every type of habitat 2 nt nt - Appendix-III - L Fam: Mustelidae Sansarlar Forest, brush, rock, inhabited 3 Sp: Mustela nivalis Gelincik areas and cultural lands 1 nt nt Appendix-III Appendix-II - L Ordo: Chiroptera Yarasalar Subordo: Microchiroptera Böcek Yiyen Yarasalar Fam: Vespertilionidae Düz Burunlu Yarasalar Forest, open areas, cultural 4 Sp: Pipistrellus pipistrellus Cüceyarasa lands, parks etc. 3 V V Appendix-III Appendix-I - L Ordo: Insectivora Böcekçiller Fam: Erinaceidae Kirpiler Vineyard, garden, cultural land 5 Sp: Erinaceus concolor Kirpi and forest nt nt - Appendix-I - L Fam: Soricidae Sivrifareler 6 Sp: Crocidura leucodon Sivriburunlu Tarlafaresi Open areas and brushy sites 1 nt nt - Appendix-III - L Every type of habitat, forestry, Appendix-III - - 7 Sp: Sorex araneus Orman Sivrifaresi brushy sites 2 nt nt L Ordo: Lagomorpha Tavanlar Fam: Leporidae Tavanlar 8 Sp: Lepus europaeus Yabanitavan Every type of habitat 3 nt nt Appendix-III Appendix-III - L Ordo: Rodentia Kemiriciler Subordo: Myomorpha Fare Benzeri Kemiriciler Fam: Cricetidae Hamsterler Meadows, farms, steppe and - - - 9 Sp: Cricetulus migratorius Cüce Avurtlak damaged forest 1 nt nt L Fam: Muridae Fareler

77

s

u

n t

o a h n

i o t

t s

o n i S

e N

i i a

t t N c k

n r t L L a r t r a e r m a l C i V R t e s u n u L c u i i

U e o E B A e T b p I c

n S m p a o I n n e S P I o H d C n E

Abundant herby areas other nt nt - - - than the cultural land, under 10 Sp: Apodemus sylvaticus Ormanfaresi brushes 2 L Inhabited area and 11 Subsp: Mus musculus musculus Do ufaresi surroundings, open area 3 nt nt - - - L 12 Sp: Rattus norvegicus Kahverenklisçan Inhabited area, inside soil 3 nt nt - - - L Source: [DEMRSOY, c] [DEMRSOY, a] [Y T] [TÜBTAK, a]

Abbreviations Danger Classes (IUCN) Source EX (Extinct) L Literature E (Endangered) G Observation V (Vulnarable) D Sense R (Rare) Population Concentration I (Unknown) 3 Very Abundant K (Insufficiently known) 2 Abundant O (Out of danger) 1 Rare nt disseminated, abundant, not threatened 0 Extinct European Convention for Conservation of European Wildlife and Natural Habitats (Bern)

Appendix II (SPFS Strictly Protected Fauna Species) Appendix III (PFS Protected Fauna Species) 2007–2008 Central Hunting Commission Decisions (AVL) Appendix I Wild animals under conservation by the Ministry of Environment and Forestry Appendix II Wild animals under conservation by the Central Hunting Commission Appendix III Wild animals for which hunting is permitted for certain periods

3.6.5. Historical, Cultural, Archeological Areas and Land with Identical Importance Gelibolu Peninsula in Çanakkale, which was proclaimed as National Park in 1973, in addition to its historical national park, natural and cultural assets, it is an important region in terms of worlds’ war history where Turkish armed forces under the command of Mustafa Kemal demonstrated braveness and courage to surprise the entire world. Gelibolu Peninsula Historical National Park is one of the most important sights of the province. The land border of the Park is the line between Kabatepe Port in Saroz Gulf of Gelibolu Peninsula and Akba Pier in Çanakkale Straight. National Park involved within the border of Eceabat District has the area of 33.000 Ha. The entire area of the National Park is proclaimed as natural site. The forestry area in the National Park is registered as 1st grade natural site, and the agricultural land as 2nd grade natural site. In the surroundings of Seddülbahir Village, Teke and Hisarlk Forelands, Ertu rul, Morto, kiz Bays, Alçtepe, Kerevizdere, Z ndere and in the northeast Arburnu, Conkbayr, Kocaçimen, Kanlsrt, Anafartalar and Suvla Bays are the main locations of Çanakkale Wars. For the memory of those brave soldiers, martyrs of that Great War many graveyards were made. The most important of all these brave stories is in Morto Bay, in Hisarlktepe the Martyrs Monument. Within the borders of the National Park, Eceabat District and 10 village centers connected to this district are observed as settlement places. The area is not only a historical national park, but also an important center of recreation and tourism activities. As the dominant flora red pine vegetation is observed in the National Park area.

78 The nearest protected area is Gelibolu National Park is in the border of Eceabat District and Gelibolu District is 42 km. faraway from Eceabat district. Project construction and operation will not affect the park or the species contained therein. 3.6.6 Afforested Areas When the productive forestry land of the province is taken into consideration, 54,3% pure red pine, 18,5% pure black pine, 3,8% needled-mix, 8,6% Foliate, 1,8% other needled and 13% needled-foliate mix trees are met, where as the total share of the needled trees is 78,4%. The entire forests are owned by State, and there are no forests owned by private administrations. In addition to this, since 1960, that is the commencement of forestation in the province, until the end of year 2004, forestation of an area of 101.038 Ha. was realized. This makes up 19% of the forest asset of the province. In year 2005, 850 Ha. land preparation will be completed for forestation. As a result of the trees sowed in spring 2005 in the province, 274.048 saplings were transplanted. The main types of these saplings are Black pine, Stone pine, Red pine, Cypress, Acacia and Walnut. By September 2005 under the scope of special forestation studies, in 69 forestation project site 15.465 decares forestation was performed. Among these studies those, which violated its project were cancelled, and at present special forestation takes place in 37 project site.

4. ANALYSIS OF ALTERNATIVES The project field has been selected taking into consideration the criteria like distance to the settlement area, ownership situation, suitable topography, current land utilization, transport, distance to the protected areas and geological structure. Because of its topography, the field is very suitable for surface water drainage. Furthermore, the field where there is no forest is easily reached in every season.

Technology Alternatives There are three main methods for the removal of solid waste. These are composting, incineration and regular storage. The layouts, advantages and disadvantages and the feasibility for our country of these methods are elaborated in the following. Incineration This method is based on the incineration of solid waste in incineration plant without any damage to the environment. For the reduction of the compounds to produce odor in the environment the plant should run at minimum temperature of 800C. and the incineration heat should not exceed 1100 C, in order to prevent slag formation. To the waste having the calorific value less than 800 kcal/kg, no incineration is applied, even with additional fuel. Since the solid wastes are not homogenous, the incineration of these requires and advanced technology, big investment and high operational costs. In addition since the gasses produced as a result of the incineration will cause pollution of the environment, these gasses have to be cleaned with methods, which require high investment. Please note that the “incineration” concept refers to the incineration of the “solid wastes” rather than the landfill gas. From this point of view, it is addressed that the incineration of the wastes followed by the treatment of the produced combustion gases are highly costly. Instead of discharging the gas, by combusting system we plan to mitigate the pollution. The tests done on the waste in

79 various districts of our provinces indicates that in general there is waste not suitable for incineration or can be incinerated with additional fuel only in hot seasons, and that the minor part is suitable for incineration. Since the heat value is low and water content is high in our country, incineration will not be an economical way of disposal. Compost Plant Composting is the process where the solid waste is exposed to decomposition by the aerobic micro organisms. Under the scope of the project composting and other similar disposal methods were searched; taking into consideration the high initial investment and operational costs, inefficiency of the enterprise during transition period, insufficiency of the budget of administration, composting plant was not included in the scope of the project at this stage. The composting plant issue will be considered in the future when in particular the domestic solid waste composition and organic substance content will be determined in details, the separate collection at source of the inorganic waste like ash will improve, the consciousness of the local people will increase and the economical conditions will be available. Storage This is one of the oldest methods used in the removal of solid waste. This method is applied in two ways. In one of these, the waste is discharged on the land randomly, which is called “wild storage”; and in the other one the engineering principles are used during the storage on land, which is nominated as “hygienic or regular storage”. Regardless of the method used, landfill method is used in each disposal. When examined in terms of cost, the landfill appears to be the most rational and rentable solution. For all mentioned above landfill alternative was considered convenient. Project Location Alternatives Gelibolu District, in Gelibolu Province, north part of Çanakkale Straight, Trakya coast, east side of Gelibolu Peninsula, is an important district that has a tourism potential with its location. The territory of the district covers the west coast of Gelibolu Peninsula and surrounds Saroz Gulf. Gelibolu District, to have Gelibolu Historical National Park in south, is assigned an important tourism development area in the region. When the fields of development within the borders of Gelibolu District are examined, the most efficient factor on these is the natural factors. The district on a single peninsula to be surrounded with sea and three brooks, which divide the territory of the district into three parts from east to west, have formed a natural threshold in the settlement. The factors stated above have played limiting role in the selection of location. For this reason, alternative land was searched in the district for the solid waste storage plant by Gelibolu Mayoralty, however, no more suitable place than the project location was determined for the implementation of the project. there is no other more suitable place than our project site.

5. EXECUTIVE SUMMARY Under the scope of the project, the solid waste collected from the areas within the borders of Gelibolu Municipality, at present is discharged irregularly with wild discharge method and threats the environment and human health.

80

Figure 14 Existing Storage Area Under the scope of the project the disposal of the domestic solid waste, domestic waste and medical waste produced in the borders of the municipality will be performed via regular storage; and waste batteries will be stored temporarily. The batteries will be collected by the TAP (Turkish Waste Batteries) Society. For this purpose, under the scope of the project, one solid waste landfill facility, and one waste battery temporary storage cell will be provided. In addition, for the temporary storage of the waste battery, one waste battery temporary storage cell will be constructed. There will be only one temporary storage cell. Under the scope of the project enough area shall be allocated in the project area for the Packaging Waste Sorting Facility for which the Administration shall decide the technology selected before the commissioning of the plant and the construction of the said unit will be realized on the determined area in the project. The project area is involved in scale 1/25000 Gelibolu-H 17-a03 plot, in Çanakkale Province, Gelibolu District, at a distance of 2 km to Kavakltepe Village, and at a distance of 5km to Gelibolu district center. The project area is 90.440 m2, and is in north border of parcel no 777. The access to the project site is provided in two routes. One of these is defined as the village road and not preferred because it passes through the settlement area. In case of an interruption in the road to be used for accession to the plant, and when another road is temporarily needed and/or alternative road is required for intervention, it will be convenient to use this road. The second alternative access option is considered convenient due to the fact that it does not pass though any settlement area and is directly connected to the city. The length of the connection road is 8 km. In order to remove the landfill gas produced in the solid mass, landfill gas flues will be constructed and in this way, the gasses collected will be combusted by portable gas

81 combustion units. The Leachate water drainage in the solid waste landfill area will be provided by the high density polyethylene (HDPE) pipes and will be connected to high density polyethylene flues. The flues will work among each other as a connector line and in this way; these will provide the flow of the Leachate water into the vaporization pool. The Leachate water collected by Leachate water drainage system shall be collected in Leachate water vaporization pool, envisaged to be constructed. With the Leachate water drainage system, the Leachate water produced in the solid waste landfill area will be collected, transferred to the Leachate water vaporization pool, will be evaporated here, and the Leachate water remaining non evaporated will be re-circulated and will be flown to over the solid waste landfill area as surface Leachate. As the concentrations of both organic and inorganic pollutants present in leachate vary significantly, the required amount of them shall be determined by tests before the plant is erected. The treatment plant will be constructed after the analysis of leachate water during the lot 1 operational stage (5 years). Under the scope of the project, the buildings, units and structures existing in Gelibolu Municipality Solid Waste Disposal Plant are as follows: ƒSolid Waste Landfill Lots ƒPlant entrance (Accsess Gate and Security Control Unit) ƒWaste Acceptance Central Building and Weighbridge ƒAdministration Building and Maintenance Repair Workshop Building ƒWheel Washing Unit ƒInfrastructure ƒPotable and Service Water System ƒWaste Water and Sewage System ƒEnergy, Illumination System and Transformer Building ƒCommunication System ƒExcavation Surplus Deposit Area ƒCar Parking ƒPlant Protective Fence and Forestation ƒRoads ƒWaste Battery Temporary Storage Cell ƒPackaging Waste Sorting Facility ƒFire Extinguishing System ƒSurface Water Drainage System ƒLeachate Water Drainage System ƒLeachate Water Collection Pool ƒRe-circulation System for Leachate Water ƒLeachate Water Treatment Plant and Units ƒLandfill Gas Drainage System ƒLandfill Gas Collection System ƒLandfill Gas Combustion System ƒObservations Wells

The domestic wastewater produced during the construction stage will be collected in the septic tank prior. The wastewater produced during the operational stage will be collected in a septic tank prior to the transformation to the nearest sewage network. In order to prevent the negative impacts of Leachate water formed in the solid waste storage area, insulation layer shall be provided for impermeability of the solid waste area. For impermeability layer (geomembrane) will be used. 82 The surrounding of the plant will be fenced and the access of wild animals and pets to the solid waste landfill field and relatively to the solid waste mass will be prevented. The domestic solid waste shall be disposed in solid waste landfill field. In construction stage, the solid waste will be collected by the Municipality and will be sent to the present deponie area within the borders of Gelibolu Municipality borders. The waste to be produced during the construction and operational stage of the plant like batteries shall be collected separately from domestic waste, temporarily stored in waste battery temporary storage area in the plant; and the used batteries for which the temporary storage period is expired will be collected by the TAP (Turkish Waste Batteries) Society by the vehicles licensed for transport. In order to prevent the pollution deriving from the used oil of the vehicles and equipment of the construction and operational stages, the oil replacement and disposal will take place by the operator. Daily, weekly and monthly maintenance of the machinery will regularly be performed and oil leakage will be prevented. Dry surfaces will be sprayed with water during dry and/or windy conditions and trucks will be either covered or sprayed with water. Monitoring unit of the Municipality shall be the responsible authority on the necessary controls in all the stages of the project starting from planning stage to operation stage and about the project. After the project owner or the authorised representative of the project takes the decision of “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not necessary” necessary proEIAures shall be carried out by the rural area organisation of the Ministry of Environment and Forestry in line with the Environmental Impact Assessment report and related regulation. The reports shall be submitted to the central organisation of the Ministry of Environment and Forestry by the governorship and shall be evaluated in coordination with the centre. The reporting studies as a result of the environmental monitoring within the scope of monitoring and mitigation plan in the Environmental Impact Assessment directly by the authorised directorate of municipality and shall be submitted to the Municipal Presidency. Gelibolu Municipality shall be responsible for all the mitigation and monitoring activities as investor and administrator. Instead of the tender for the operation service of the plant, the municipality shall undertake responsibility for operator collection, Assessment, reporting of the data. The data is classified according to categories. Since the data may vary according to timing; daily, monthly and annual announcements should be annexed. The municipality receives the related data and monitors them. The data is also submitted to Province Environment Forest Management which is the responsible body for the administration of the city as a whole. In accordance with the results of the Assessment, decisions related to the operation of the plant and the activities to be carried out or cease of plant are taken. In the Article 19 about the Cease of the Implementations against Regulation in the fifth section about Monitoring and Control of the “Regulation on Environmental Impact Assessment” which was put into effect with publication in Official Journal on 17.07.2008 with no. 26939, In the projects falling under this Regulation

83 a) On condition that the investment is started without “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not required” decision is taken, the investment is ceased by the Governorship. The plant shall not start operation until the Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not required” decision is taken. b) After “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not required” decision is taken, on condition that it is detected that the provisions of the Environmental Impact Assessment Report or the project introduction folder undertaken by the project owner are not complied, Governorship may give time only for once, on condition that the Ministry approves. At the end of this time, on condition that the provisions are not complied, the investment is ceased.

6. POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK In the construction and operational stages of the project the provisions of; General Hygiene Law 1593 Labor Law 4857 Legal acts entered into force by Environmental Law 2872, Laws no 4856 and 5491, bylaws and regulations and related legislation will be respected.

¾Regulation for the Holes to be built where sewage canal construction is not available”, published in the Official Journal dated 19.03.1971 and number 13783, and entered into force, ¾“Regulation for Solid Waste Control” published in the Official Journal dated 14.03.1991 number 20814 and entered into force, ¾“Regulation for Structures to be built in the Disaster Regions” published in the Official Journal dated 02.09.1997 and number 23098 and entered into force, ¾Occupational Health and Safety Regulation, published in the Official Journal dated 09.12.2003 and number 25311, and entered into force, ¾ “Regulation for Health and Safety in Construction Work”, published in the Official Journal dated 23.12.2003 and number 25325, and entered into force, ¾“Regulation for Water Pollution Control” published in the Official Journal dated 31.12.2004 and number 25687 and entered into force, ¾“Used Oil Control Regulation” published in the Official Journal dated 21.01.2004 and number 25353 and entered into force. ¾“Waste battery and Accumulator Control Regulations” published in the Official Journal dated 31.08.2004 and number 25569 and entered into force, ¾“Regulation for Air Quality Protection” published in the Official Journal dated 01.11.2004 and number 19269, and entered into force, ¾“Regulation for Excavation Soil, Construction and Demolition Wastes Control” published in the Official Journal dated 18.03.2004 and number 25406, and entered into force, ¾Regulation for Medical Waste Control” published in the Official Journal dated 22.07.2005 and number 25883 and entered into force, ¾“Assessment and Management of Environmental Noise Regulation” published in the Official Journal dated 01.07.2005 and number 25862, and entered into force, ¾“Hazardous Waste Control Regulations” published in the Official Journal dated 14.03.2005 and number 25755 and entered into force,

84 ¾“Regulation for Establishment and Operation Licenses of a Work Place” published in the official Journal dated 10.08.2005 and number 25902 and entered into force, ¾“Regulation for Control of Exhaust Gas Emission Originating from Engine Highway Vehicles in Traffic” published in the Official Journal dated 08.07.2005 and number 25869, and entered into force, ¾ “Regulation for Industrial Originated Air Pollution” published in the Official Journal dated 22.07.2006 and number 26236; and entered into force, ¾“Regulation for Packaging Waste Control” published in the Official Journal dated 24.06.2007 and number 26562,

¾Regulation for the Holes to be built where sewage canal construction is not available”, published in the Official Journal dated 19.03.1971 and number 13783, and entered into force, During the construction stage in the plant the waste water to be produced by the administration and technical buildings shall be collected in impermeable type septic tank tank which shall be designed according to the regulation. ¾“Regulation for Solid Waste Control” published in the Official Journal dated 14.03.1991 number 20814 and entered into force, Regulation for Solid Waste Control, entered into force being published in the Official Journal dated 14.03.1991 and number 20814, states that in order to prevent the water Leachate from the landfill facility to the storage base too mix with ground water. The minimum permeability shall be 1.10-8 m/sec. As per the provisions of article 32 of Regulation for Solid Waste Control comprising the operation and control of storage facilities, Leachate water and landfill gas monitoring and measurement wells shall be drilled around the solid waste landfill field. The samples taken shall be analyzed by competent laboratories. The measurements and controls shall continue for 10 years following the closure of storage field. As per the provisions of the article 20 related to the transport of solid waste of Regulation for Solid Waste Control, the solid waste shall be transported in covered vehicles not to cause any environmental pollution in terms of appearance, odor, dust, leakage and similar factors. ¾Occupational Health and Safety Regulation, published in the Official Journal dated 09.12.2003 and number 25311, and entered into force, In order to provide the occupational health and safety of the personnel employed during the construction and operational stages, all sorts of personel protect equipments (PPE) will be provided to the workers and the utilization of this PPE will be maintained. ¾ “Used Oil Control Regulation” published in the Official Journal dated 21.01.2004 and number 25353 and entered into force. Used oil will be transfer from the project area by licensed transporters ¾“Waste battery and Accumulator Control Regulations” published in the Official Journal dated 31.08.2004 and number 25569 and entered into force, A waste battery temporary storage cell made of reinforced concrete and with the walls covered with acid resistant material, in a separate area other than the solid waste landfill lots shall be constructed to perform the temporary storage of used batteries.

85 ¾“Regulation for Excavation Soil, Construction and Demolition Wastes Control” published in the Official Journal dated 18.03.2004 and number 25406, and entered into force, The herbal soil will be collected separately during the excavation. According to the depth and structure it will be bulked to be used again. The slope of the land on which the herbal soil will be stored will not exceed %5. The loss that may be encountered during the storage period of the herbal soil will be prevented and the quality of the soil will be preserved. In case the herbal soil is remained uncovered for a long period of time, its surface will be covered by fast growing plants. The herbal soil collected separately will be used in gardens, green fields and similar work; and definitely will not be sent to the storage fields again.

86 CHAPTER 2 ENVIRONMENTAL MANAGEMENT PLAN (EMP)

GELIBOLU MUNICIPALITY SOLID WASTE DISPOSAL PLANT ENVIRONMENTAL MANAGEMENT PLAN

87

Canakkale Province, Gelibolu District Kavakltepe Village Ankara, 2007

EKOÇEVRE PROJE YÖNETM VE LABORATUVAR HZMETLER LTD. T.

Address: O uzlar Mahallesi Ceyhun Atf Kansu Caddesi 56. Sokak No:16/12 Balgat, 06520 Ankara Tel: +90 312 220 17 55 (pbx) Fax: +90 312 220 17 56 Web: www. ekocevre.com.tr e-mail: [email protected]

TABLE OF CONTENTS

Confirmation Page………………………………………………………..……..…. Part A. DEFINITION AND THE PURPOSE OF THEPROJECT...... Presentation of a Short Explanation about the Sub-Project. It Includes the Quality, Place of the Investment and the Characteristics (It Is Near to the Protected Area or an Area of Cultural or Historical Importance etc.) of the Area of Interest. Furthermore, Brief description of the Socioeconomic Conditions in the Area. If There is, a Map should be Added………………………………..…….1 Introduction……………………………………………………………………..…….. PART B. MITIGATION PLAN…………………………………………………… Description………………………………………………………………………….. Mitigation Plan Prior to Planning and Construction Process…………………….…. Mitigation Plan in Construction Process……………………………………………. PART C. MONITORING PLAN…………………………………………………. Description………………………………………………………………………….. Construction Process………………………………………….………………….…. Operation Process…………………………………………………………………… End of the Operation………………………………………………………………… PART D. INSTITUTIONAL STRENGTHENING……………………………… PART E. INSTITUTIONAL ARRANGEMENTS……………………………….. Description………………………………………………………………………….. PART F. CONSULATION WITH LOCAL NGOS AND PROJECT AFFECTED GROUPS......

ANNEXES

ANNEX 1 Minutes of Meetings and Newspaper Declarations

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89 Confirmation Page

The Owner of the Project Gelibolu Municipality The Name of the Project Gelibolu Municipality Solid Waste Disposal Plant The Place of the Project Çanakkale Province, Gelibolu District, Kavakltepe Village EKOÇEVRE Proje Yönetimi ve Laboratuar Hizmetleri Ltd. The Institution Prepared the Report ti.

Association Name Surname Profession Trade Association Registry Signature Number

Chamber of MSc Landscape Öznur TU CU Landscape 2732 Engineer Architects

Bülent MSc Mining Chamber of Mining 7610 BAYRAKTARO LU Engineer Engineers

Chamber of Environmental Nesibe YILMAZ Environmental 3832 Engineer Engineers

Chamber of Geological Mehtap DLEK Geological 10805 Engineer Engineers

Chamber of

Özge MUTAF Environmental 5019 Environmental Engineers Engineer

Part A. DEFINITION AND THE PURPOSE OF THE PROJECT Presentation of a Short Explanation about the Sub-Project. It Includes the Quality, Place of the Investment and the Characteristics (It Is Near to the Protected Area or an Area of Cultural or Historical Importance etc.) of the Area of Interest. Furthermore, Brief description of the

90 Socioeconomic Conditions in the Area. If there is, a Map should be added. Introduction This project relates to the activities of Gelibolu Solid Waste Plant. The project has started to be implemented in the period of our country’s accession to EU with the use of some part of the loan received from International Bank for Reconstruction and Development to support environmental investments. This report hereby has been prepared in accordance with the criteria within the scope of Environmental Impact Assessment Category A Projects. This project hereby relates to Gelibolu (Canakkale) Solid Waste Disposal Plant which is planned to be put into action by the Gelibolu Municipality in Canakkale Province, Gelibolu District, and Kavakltepe Village in a total area of 9 hectares. Within the framework of the project, it is planned to collect and eliminate domestic solid wastes, domestic quality industrial wastes and medical wastes on a regular basis. The project area is involved in scale 1/25000 Gelibolu-H 17-a03 plot, in Çanakkale Province, Gelibolu District, at a distance of 2 km to Kavakltepe Village, and at a distance of 5km to Gelibolu district center. The project area is 90.440m2, and is in north border of parcel no 777. The distance of the plant to the nearest settlement area, which is Kavakltepe Village, is 2 km, and its distance to Gelibolu district centre is about 5km. A land with an area of 90.440 m2 shall be allocated for the plant. In the area to be used fro the plant the landfill area is designed as two lot having a total landfill tank of 43.837 m2. Approximately in a total landfill area of 43837,0 m2 is designed 2 lots (Lot 1 22973,8 m2, Lot 2 20863,2 m2 as landfill cells. Within the scope of the 17 years projection, first lot is designed of a capacity to storage 361.806 m3 solid waste until 2025. It is between the Thrace and Aegean climate areas. The Koru Mountain on the North of the area alleviates the strong climate of the Thrace. It is under the air currents during the four months of the year because of its location on the shores of the strait. In summer and autumn, Mediterranean Climate is active. The district is on the extension of a peninsula and has a mildly rough terrain. Pine and olive trees constitute the flora of the area. Main source of income in the area is agriculture and husbandry. This is followed by tourism with small steps. Grains and oleaginous seeds are planted, and viniculture, vegetable gardening, olive and fruit growing are made in the area. Pilchard is hunted both in the Straits and in the Saroz Gulf in large amounts. As an industry, fish canning is made in the area. EIA Report can be found in the topographic map in the Annex D4. Gelibolu Peninsula Historical National Park, which is within the borders of Gelibolu District is in the quality of a peace park and involves 37 monuments and martyrdoms, and 33 monuments and martyrdoms belonging to foreigners. The Gelibolu National Park is in the border of Eceabat District and Gelibolu District is 42 km. faraway from Eceabat district. “In the activity area or in its immediate surrounding, there is no Wetland Areas, Shore Areas, Hilly or Forestry Areas, Agricultural Areas, National Parks, Special Protection Areas, Highly Populated Areas, or Areas of Historical, Cultural, Archaeological ect. Importance. The

91 area which does not have heavy tourist traffic is out of the tourism areas and centres; and no natural and cultural asset has been detected in the area.” The Project area is within the borders of Canakkale Forest District Management, Çanakkale Forestry Operation Chief, Gelibolu operation Chief, and it is not a forestry area. According to Earthquake Areas Map of Turkey, prepared by Republic of Turkey, Ministry of Public Works and Settlement and came in to impact with the Council of Ministers’ decision no96/8109 of 18.04.1996, the Gelibolu District which includes the project place and the project area is situate on First Degree Earthquake Zone. The decisions related to the Regulation on the Things to be done in Disaster Area, which came into impact by being published in the Official Journal no. 23098 and of 2 September 1997, shall be complied with.

PART B. MITIGATION PLAN Description

92 This plan includes the explanation of the steps to be taken in order to mitigate the large potential impacts on land, water, air and other mediums in the planning, construction and operation. The specification of the emission limits (for example, for waste water discharge)I design standards (solid waste disposal areas), the comparisons of them with the Turkish Laws, of which conformity should be minimum at the least, other related instructions in the European Union statutes or the limits suggested in the World Bank Pollution Prevention and Abatement Handbook (1998) or other international norms were taken into consideration. The work and processes to be carried out in order to mitigate the effects originating from the project are presented in the tables below.

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Phase Issue Mitigation Measure COST Responsible Start (if appreciable) Organization Date / /Institute End Date Planning Collection of all the Determination of the current Contractor Firm data related to planning morphological, geological, hydro and implementation. geological structure of the area. Organising the final A temporary changing will project. occure at the project area. But Changing the landscape after finishing the the operation, structure top of the landfill area (lots) will closed and covered with soil.

Construction Noise Pollution The entire location involved Contractor Firm originating from the within the borders of the plant operation of work shall be surrounded with wire machines fence and afforested.

Construction Dust Pollution During excavation work, dry Contractor Firm originating from the surfaces will be sprAyed with operation of work water during dry and/or windy machines conditions and trucks will be either covered or sprayed with water.

94 Phase Issue Mitigation Measure COST Responsible Start (if appreciable) Organization Date / /Institute End Date Construction Impact on Flora Fauna It is possible that on the Contractor Firm construction site and around this site some species will leave the site temporary and will find around new suitable locations. Attention will give not to pass over the construction site border. The construction will not take place in spawing and breeding times of birds (April, Mai). The construction will start out of this two months. The top soil will be collected in the same site to be used in landscape work in the operational stage, afterwards.

Construction Domestic Solid Waste The solid waste will be collected Contractor Firm by the Municipality and will be sent to the present deponie area within the borders of Gelibolu Municipality. Construction Domestic Waste Water The wastewater produced during Contractor Firm the construction stage will be collected in the impermeable septic tank. Construction Hazardous waste Batteries will be collected Contractor Firm

95 Phase Issue Mitigation Measure COST Responsible Start (if appreciable) Organization Date / /Institute End Date separately from domestic waste. the used batteries for which the temporary storage period is expired will be collected by the TAP (Turkish Waste Batteries) Society by the vehicles licensed for transport. Construction Used Oil Used oil will be sent by license Contractor Firm the licensed transporters

Construction Uncontrolled entry To prevent uncontrolled entry, the Contractor Firm project site will be surrounded by a wire fence.

Construction Pollution originating Interception channel shall be Contractor Firm from the gas. established according to the Overflow originating drainage of the surface water. from the rain water a drainage system will be built for Pollution originating collection of leachate from the from the leachate stored waste and rain water. water. There will be gas collection systems for the generated landfill gas. Operation Noise Pollution The entire location involved Contractor Firm originating from the within the borders of the plant operation of work shall be surrounded with wire

96 Phase Issue Mitigation Measure COST Responsible Start (if appreciable) Organization Date / /Institute End Date machines fence and afforested.

Operation Dust Pollution Dry surfaces will be sprAyed Contractor Firm originating from the with water during dry and/or operation of work windy conditions machines Operation Impact on Flora Fauna At the end of each working day, Contractor Firm the working face of the waste shall be covered with a soil layer, daily cover. Operation Domestic Solid Waste It will be disposed in landfill area. Contractor Firm Operation Domestic Waste Water The wastewater produced during Contractor Firm the operational stage, will be collected in the impermeable septic tank. After building the treatment plant, waste water shall be accumulated in the septic tank and sent to treating facility. Operation Leachate Water To prevent the leachate from Contractor Firm polluting the surrounding environment An independent collection system shall be built in each cell. Bottom sealing; the permeability coefficient shall be k<= 1 x 10-8

97 Phase Issue Mitigation Measure COST Responsible Start (if appreciable) Organization Date / /Institute End Date m/s.

Operation Hazardous waste Batteries will be collected Contractor Firm separately from domestic waste. the used batteries for which the temporary storage period is expired will be collected by the TAP (Turkish Waste Batteries) Society. by the vehicles licensed for transport. Operation Used Oil Used oil will be sent by license Contractor Firm the licensed transporters Operation Uncontrolled entry To prevent uncontrolled entry, the Contractor Firm project site will be surrounded by a wire fence. Operation The wheels of the a wheel washing unit will be Contractor Firm transport vehicles established in order to wash the pollute the roads. wheels of transport vehicles after exiting the area. After Operation After the closure of the In accordance with the KAKY Contractor Firm facility, gas and which was put into effect by leachate water being published in the Official generation shall Gazette dated 14.03.1991 with continue by decreasing Issue N. 20814, the operators of through the years. the facility shall control and make measurements against possible

98 Phase Issue Mitigation Measure COST Responsible Start (if appreciable) Organization Date / /Institute End Date leachate water and landfill gas blow-outs in these wells within the framework of the operation plan, and these activities need to be continued 10 years after the closure of the facility.

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PART C. MONITORING PLAN Definition This plan includes the definition of key parameters (monitoring of areas, schedules, and responsible institutions) in order to ensure that the construction and the operation of the project is in line with the Turkish Laws and with other related norm and standards. The Monitoring Plan prepared within the framework of the project can be found below.

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Phase What Where How When Why will the parameters Responsibility Start Date/ parameter is to is the is the parameter to is the be monitored /measured? End Date be monitored? parameter to be monitored/ type parameter to be monitored? of monitoring be monitored- Monitoring Cost equipment? frequency of What is the cost of equipment or measurement contractor charges to perform or monitoring continuous?

Construction Dust, Total Visual During Complying with the Contractor Particle, constructio Interviews to constructi provisions of the Material n site be made in on when Regulation on the Control near necessary of Air Pollution stemming settlements /upon from Industrial Facilities complaint particular Ly during dry, windy conditions Construction Noise level Near Measurement During Complying with the Contractor surroundin of noise level constructi provisions of the g of with movable on when Regulation on the settlements noise necessary Evaluation and and pressure /upon Management of constructio meter complaint Environmental Noise and n sites the Regulation on Occupational Health and Occupational Safety.

101 Construction Health and Constructi Visual Daily Complying with the Contractor Security on sites provisions of the issues Regulation on Worker Health and Occupational Safety. Construction Impact on Total Visual During the With the aim of mitigating Contractor a field flora and constructio constructi the impact on natural biologist will work fauna n site on vegetation and fauna

Construction Waste Septic Visual Weekly the septic tanks shall be Contractor water of the tanks pumped out once in a constructio week. Complying with the n site provisions of the Regulation on the Control of Water and Soil Pollution. Operation Fire Equipment Visual, Once in a Making the first Contractor/ extinguishe s in the measurement week intervention against a municipality rs project site possible fire. Operation Domestic Septic Visual Weekly Pumping out the septic Contractor/ waste tanks tanks once in a week and municipality waters thus complying with the provisions of the Regulation on the Control of Water and Soil Pollution.

102 Operation Leachate Collection Visual. The Weekly Preventing the flood of the Contractor/ Water pond- circulation leachate water from the municipality circulation system will collection pool. Prevention system be checked of pollution. (pump etc) and also the pond will be checked in the rainy days. And also the water quality of the leachate water will be tested.

Operation Landfill Gas Gas Weekly Health landfill gas Contractor/ gas collection measurement drainage. municipality wells device and visual. - Heath of the gas (oC) -Gas Pressure (mm Hg) -Oxygen Concentration (% volume) Operation Undergrou Observatio Sampling and In definite Detection of leachate water Contractor/ nd waters n wells analysis periods blow-outs. municipality quality

103 Operation Interceptio Discharge Visual In definite Preventing the flood risk Contractor/ n channels points periods municipality Operation Wheels of For every Visual At the exit Preventing pollution by Contractor/ shipment vehicle at point of washing the wheels of the municipality vehicles the exiting the facility transport vehicles from the facility Operation Classificati In every Weighing and At the Organising an inventory Contractor/ on waste registration entry of municipality weighing vehicle each of wastes coming to vehicle to the facility the facility After operation Landfill Gas Gas Annually Health landfill gas Contractor/ gas collection measurement drainage. municipality wells device After operation Interceptio Discharge Visual In definite Maintaining healthy Contractor/ n channels points, periods drainage municipality channels After operation Land Total Visual Monthly Bringing the terrain to its Contractor/ reclamation constructio old condition. Land municipality n site reclamation After operation Greening Planted Visual Monthly Creation of a structure Contractor/ areas which is coherent with the municipality environment. After operation Secondary Project site Visual Upon Deep rooted structures Contractor/ use regular demand shall not be permitted to be municipality storing constructed in the site area

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PART E. INSTITUTIONAL STRENGTHENING and INSTITUTIONAL ARRANGEMENTS Monitoring unit of the Municipality shall be the responsible authority on the necessary controls in all the stages of the project starting from planning stage to operation stage and about the project. In order to prepare detailed planning and implementation projects for the project of Gelibolu Municipality, it is necessary to receive technical support from expert engineering companies. Furthermore; technical support shall be necessary during construction and initial operation stages. Big technical personnel shall be necessary for the protection of the construction operations. The municipality lacks sufficient technical personnel in this matter. For this reason, prior to construction operations tender of the project, service contract tender shall be made among the experienced engineering- consultancy companies. It includes necessary information for the use of monitoring information for healthy environment performance. Following data collection, Assessment, reporting, the responsible to whom the reports are submitted, how often and how the things mentioned above shall be made is explained. Lightening activities: It includes the process starting from planning step to the closure of the plant. Monitoring activities: It includes the process starting from construction step to all the other steps. Training activities: It includes the process starting from planning step to the operation. A narrative discussion supported by organizational charts detailing: • Institutional responsibilities and procedures for mitigation and monitoring and how they are linked for environmental management In the Article 18, which is related to Monitoring and Control of the investment, of part five, which is related to Monitoring and Control, of the Regulation on “Environmental Impact Assassement” which was put into effect by being published in the Official Journal dated 16.12.2003 with Issue N. 25318, there is the provision of “The Ministry monitors and controls whether the project owner undertakes his responsibilities specified in the introduction report prepared in accordance with Environmental Impact Report or Annex-IV or not related to the projects with “Environmental Impact Report is Positive” or “Environmental Impact Assessment is not Necessary” decision. In this respect, related to the project, for the files for which the Ministry of Environment and Forestry make the decision of “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not necessary” by inspecting the Project Introduction File” prepared in accordance with “Annex-IV the Principle Selection Elimination Criteria for the Project Introduction File” of the Regulation on Environmental Impact Assessment which was put into effect by being published in the Official Journal dated 16.12.2003 with Issue N. 25318 the following provisions are implemented: The project owner or the authorised representative of the project is obliged to submit the monitoring reports of the start, construction, operation and after operation periods of the investment together with the other permissions and licenses obtained in line with the related regulation after taking the decision of “Environmental Impact Assessment is Positive” or

105 “Environmental Impact Assessment is not necessary” to the governorship. The governorship informs the public and provides information to the Ministry. (Official Journal dated 16 December 2004, Issue N. 25672). The scope of the monitoring studies carried out is a comprehensive monitoring including the monitoring and mitigation in the Environmental Management Plan. The monitoring within the scope of Environmental Management Plan includes the monitoring of the plant during construction, operation and after operation stages by the organisations / institutions operating the plant. The results of this monitoring and the monitoring to be carried out by the Ministry of Environment and Forestry shall be evaluated separately. • Environmental information flow (reporting—from who and to who and how often) After the project owner or the authorised representative of the project takes the decision of “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not necessary” necessary proEIAures shall be carried out by the rural area organisation of the Ministry of Environment and Forestry in line with the Environmental Impact Assessment report and related regulation. The reports shall be submitted to the central organisation of the Ministry of Environment and Forestry by the governorship and shall be evaluated in coordination with the centre. The reporting studies as a result of the environmental monitoring within the scope of monitoring and mitigation plan in the Environmental Impact Assessment directly by the authorised directorate of municipality and shall be submitted to the Municipal Presidency. • Decision making chain of command for environmental management (to take action, to authorize expenditures, to shut down, etc.) Gelibolu Municipality shall be responsible for all the mitigation and monitoring activities as investor and administrator. Instead of the tender for the operation service of the plant, the municipality shall undertake responsibility for operator collection, Assessment, reporting of the data. The data is classified according to categories. Since the data may vary according to timing; daily, monthly and annual announcements should be annexed. The municipality receives the related data and monitors them. The data is also submitted to Province Environment Forest Management which is the responsible body for the administration of the city as a whole. In accordance with the results of the Assessment, decisions related to the operation of the plant and the activities to be carried out or cease of plant are taken. In the Article 19 about the Cease of the Implementations against Regulation in the fifth section about Monitoring and Control of the “Regulation on Environmental Impact Assessment” which was put into effect with publication in Official Journal on 17.07.2008 with no. 26939, In the projects falling under this Regulation a) On condition that the investment is started without “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not required” decision is taken, the investment is ceased by the Governorship. The plant shall not start operation until the Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not required” decision is taken. b) After “Environmental Impact Assessment is Positive” or “Environmental Impact Assessment is not required” decision is taken, on condition that it is detected that the provisions of the Environmental Impact Assessment Report or the project introduction folder undertaken by the project owner are not complied, Governorship may give time only for once, on condition that the Ministry approves. At the end of this time, on condition that the

106 provisions are not complied, the investment is ceased. The plant shall not start operation until the responsibilities are undertaken. On condition that the parameters exceed the limit values, the plant shall be informed about this condition and the measurement shall be carried out again. This measurement shall be able to be carried out only 3 times and, on condition that the parameters exceed the limit on the third time, the operations of the plant are ceased until the necessary conditions are provided. The operation diagram of the project monitoring and mitigation activities are as follows in principle.

Sampling Informing the Plant

ANALYSIS Sampling

ASSESSMENT ANALYSIS

Completion of the Monitoring Stopping the Plant

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SECTION F. CONSULTATION WITH LOCAL NGOS AND PROJECT AFFECTED GROUPS (Meeting I and II) MEETING.I

Date(s) consultation(s) was (were) held The meeting to be held before the preparation of draft report was held on 10.08.2007, Friday. Location(s) consultation(s) was (were) held The meeting was held in the Assembly Room of Gelibolu Municipality. The People to be invited Announcements were made in two local newspapers so as to ensure the participation of public especially, and all related associations, organizations and persons into this meeting where the activities and environmental impacts were to be discussed. Moreover; the announcement of the meeting was kept on the notice board till the date of the meeting. The minutes of activities and operations carried out announcement text and the copy of newspaper can be found in Annex 3. Who attended (Name, Organization or Occupation, Telephone/Fax/e-mail number/address (home and/or office)) The list of the names and the signatures of the people attended to the meeting can be found in the annex. Opening presentation: Gelibolu Municipality Project Introduction: EKOÇEVRE Proje Yönetimi ve Laboratuar Hizmetleri Ltd. ti. The participants were informed about the definition, scope, the environmental impacts and the measures to be taken. Minutes of the Summary of the Meeting (The Opinions, Questions and the Answers of the Presenters) Question 1: When will the project be completed? Answer 1: The summary of the report which was prepared in the World Bank format is about to be ratified. Moreover the implementation projects for the construction are being prepared. With the ratification of these documents, tender for construction shall start and the construction shall start. We are in the opinion that, the operation of the plant may start at the end of 2008. Question 2: Shall odour and fly problems arise because of the garbage for the nearest village? Answer 2: All kinds of measures shall be taken in order to prevent odour and fly reproduction. At the end of the daily shift, the open wastes shall be covered with a daily mid cover layer. Thanks to the implementation of this cover of which thickness is about 20cm, the negative impacts of the regular storage area shall be reduced. While odour emission decreases, a terrain which is coherent with the environment visually shall be attained and dust, insects and flies shall be prevented. Question 3: Shall the dirty waters arising from the garbage damage the soil and the crops?

108 Answer 3: As a measure, necessary insulation shall be made on the base of the solid waste site in accordance with the regulation. The impermeable quality of the storing site shall be ensured with the impermeable sole cover in accordance with the Regulation on the Control of Solid Wastes which was put into effect with publication on the Official Journal on 14.03.1992 with no. 20814. Moreover monitoring shall be made via monitoring wells. Question 4: If we have complaints who will be the responsible person? Answer 4: Province Environment Forest Management shall be on monitoring for the plant. You can submit all kinds of complaints to Province Environment Forest Management Question 5: Who will operate the plant, who will have the control? Answer 5: The plant is planned to be operated by Municipality and by the other companies through tender when necessary. Moreover the authority and responsibilities shall belong to municipality. Remarks: During the meetings held the local people put forward their positive opinions that the plant will be useful for Gelibolu. No negative remark about the Gelibolu Municipality Solid Waste Disposal Plant was presented. Accepted Operations It was deemed positive that the project shall provide a regular and contemporary solid waste collection area through the project under discussion. The project is required to be put into effect immediately because of the current visual dirtiness and other environmental problems stemming from the current storage area.

Gelibolu Municipality Speaker Announcement Conquest

REPUBLIC of TURKEY GELBOLU MUNCPALTY Speaker Announcement Conquest

THE ORIGIN OF THE ANNOUNCEMENT: EKOÇEVRE Proje Yönetimi ve Laboratuar Hizmetleri Ltd. ti. THE SUBJECT OF THE ANNOUNCEMENT: Meeting for Informing the Public THE DATE AND THE N. OF THE MEETING: 09.08.2007 THE ISSUE DATE AND TIME OF THE ANNOUNCEMENT: 09.08.2007 / 11.00 – 15.00

109 Date of the Meeting: 10.08.2007 ARZU A Announcement Manager (Signature) REPUBLIC of TURKEY GELBOLU MUNCPALTY ANNOUNCEMENT WORKS

In this conquest hereby, it is declared that the announcement above has been published by the Municipality Speaker several times. 10.08.2007

Eray Aydn Olcay Üstün Desk Editor Deputy Mayor (Signature) (Signature) The Written Document to the District Governorship related to the Meeting

REPUBLIC of TURKEY ÇANAKKALE PROVINCE GELBOLU MUNCPALTY DIRECTORATE OF DRINKINKING WATER FACILITIES

ISSUE N. Directorate of Drinking Water Facilities / 53 06.08.2007 SUBJECT: Environmental Impact Assessment Meeting

TO THE DISTRICT GOVERNORSHIP

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village. We kindly request your order and permission for the declaration of the announcement text on the notice board for holding “Meeting for Informing the Public” to take raise the awareness of the public and to take opinions and recommendations of the public.

OLCAY ÜSTÜN Deputy Mayor (Signature)

I received the original of the related document. 01.08.2007 CEMAL ZENGN (Signature)

06.08.2007 Directorate of Drinking Water Facilities E. AYDIN (Signature)

Announcement Text

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ANNOUNCEMENT

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village.

“Meeting for Informing the Public” shall be hold in the determined venue, date and time below in order to raise awareness of the public and to take opinions and the recommendations of the public.

Date of the Meeting: 10.08.2007 Date of the Meeting: 11.00 Venue of the Meeting: Gelibolu Municipality Assembly Room GELBOLU / ÇANAKKALE

List of Participants of Meeting 10.06.2007

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112

ZAFER DAILY POLITICAL NEWSPAPER

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village.

“Meeting for Informing the Public” shall be hold in the determined venue, date and time below in order to raise awareness of the public and to take opinions and the recommendations of the public.

Date of the Meeting: 10.08.2007 Date of the Meeting: 11.00 Venue of the Meeting: Gelibolu Municipality Assembly Room GELBOLU / ÇANAKKALE

Ay Yldz

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village.

“Meeting for Informing the Public” shall be hold in the determined venue, date and time below in order to raise awareness of the public and to take opinions and the recommendations of the public.

Date of the Meeting: 10.08.2007 Date of the Meeting: 11.00 Venue of the Meeting: Gelibolu Municipality

113 Assembly Room GELBOLU / ÇANAKKALE

MEETING.II Date(s) consultation(s) was (were) held The meeting to be held before the preparation of draft report was held on 02.06.2008, Friday. Location(s) consultation(s) was (were) held The meeting was held in the Assembly Room of Gelibolu Municipality. The People to be invited Announcements were made in two local newspapers so as to ensure the participation of public especially, and all related associations, organizations and persons into this meeting where the activities and environmental impacts were to be discussed. Moreover; the announcement of the meeting was kept on the notice board till the date of the meeting. The minutes of activities and operations carried out announcement text and the copy of newspaper can be found in Annex 3. Who attended (Name, Organization or Occupation, Telephone/Fax/e-mail number/address (home and/or office)) The list of the names and the signatures of the people attended to the meeting can be found in the annex. Meeting Program/Schedule Opening presentation: Gelibolu Municipality Project Introduction: EKOÇEVRE Proje Yönetimi ve Laboratuar Hizmetleri Ltd. ti. The participants were informed about the definition, scope, the environmental impacts and the measures to be taken. Minutes of the Summary of the Meeting (The Opinions, Questions and the Answers of the Presenters) Question 1: In which phase is the project? Answer 1: The all implementation projects and reports for the construction are being prepared and we got the ratification of these documents. The report which was prepared in the World Bank format is about to be ratified. Question 2: What was the reason to select the project area? Answer 2: The project field has been selected taking into consideration the criteria like distance to the settlement area, ownership situation, suitable topography, current land utilization, transport, distance to the protected areas and geological structure. Because of its topography, the field is very suitable for surface water drainage. Question 3: Does the project cover the border of Gelibolu Municipality?

114 Answer 3: Yes, the project covers the border of Gelibolu Municipality Question 4: What will be happen to the present wild dumping area of Gelibolu? Answer 4: Closure and rehabilitation works of the old dump site will be realised. Question 5: How many people will work for the landfill area? Answer 5: Max. 32 personnel is planned to be employed during the construction stage of the plant and max. 25 personnel is planned to be employed during the operational stage of the plant Question 6: Does the project have negative impacts on the nearest settlement (Kavakltepe Village)? The aim of this project is to prevent the negative impacts of the wild dumping area of Gelibolu. All kinds of measures will be taken in order to prevent any impacts. It is a project that will bring positive impacts on the environment. Remarks: During the meetings held the local people put forward their positive opinions that the plant will be useful for Gelibolu. No negative remark about the plant was presented. Accepted Operations It was deemed positive that the project shall provide a regular and contemporary solid waste collection area through the project under discussion. The project is required to be put into effect immediately because of the current visual dirtiness and other environmental problems stemming from the current storage area.

Gelibolu Municipality Speaker Announcement Conquest

REPUBLIC of TURKEY GELBOLU MUNCPALTY Speaker Announcement Conquest

THE ORIGIN OF THE ANNOUNCEMENT: EKOÇEVRE Proje Yönetimi ve Laboratuar Hizmetleri Ltd. ti. THE SUBJECT OF THE ANNOUNCEMENT: Meeting for Informing the Public

115 THE DATE AND THE N. OF THE MEETING: 30.05.2008 THE ISSUE DATE AND TIME OF THE ANNOUNCEMENT: 30.05.2008

ARZU A Announcement Manager (Signature) REPUBLIC of TURKEY GELBOLU MUNCPALTY ANNOUNCEMENT WORKS In this conquest hereby, it is declared that the announcement above has been published by the Municipality Speaker several times. 02.06.2008

Eray Aydn Olcay Üstün Desk Editor Deputy Mayor (Signature) (Signature)

ANNOUNCEMENT

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village.

“The Second Meeting for Informing the Public” shall be hold in the determined venue, date and time below in order to raise awareness of the public and to take opinions and the recommendations of the public.

Date of the Meeting: 02.06.2008 Date of the Meeting: 10.00 Venue of the Meeting: Gelibolu Municipality Assembly Room GELBOLU / ÇANAKKALE

List of Participants of Meeting 02.06.2008

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117

ZAFER DAILY POLITICAL NEWSPAPER

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village.

“The Second Meeting for Informing the Public” shall be hold in the determined venue, date and time below in order to raise awareness of the public and to take opinions and the recommendations of the public.

Date of the Meeting: 02.06.2008 Date of the Meeting: 10.00 Venue of the Meeting: Gelibolu Municipality Assembly Room GELBOLU / ÇANAKKALE

Ay Yldz

“Gelibolu Municipality Solid Waste Disposal Plant” shall be established by our Municipality, with the credit of World Bank and under the control of Province Bank in Çanakkale Province, Gelibolu District, and Kavakltepe Village.

“The Second Meeting for Informing the Public” shall be hold in the determined venue, date and time below in order to raise awareness of the public and to take opinions and the recommendations of the public.

Date of the Meeting: 02.06.2008

118 Date of the Meeting: 10.00 Venue of the Meeting: Gelibolu Municipality Assembly Room GELBOLU / ÇANAKKALE

119 Appendixes Appendix A ...... List of EA Report Preparers Appendix B ...... References Appendix C ...... Meetings (Available in EMP) Appendix D ...... Other Documents and Maps Appendix D.1. General Layout Appendix D.2. Location Appendix D.3. Satellite Photograph Appendix D.4. Topographic Map Appendix D.5. Photos Appendix D.6. Geological Map Appendix D.7. Meteorological Bulletin Appendix D.8. Maximum Precipitation Values observed in Standard Times Appendix D.9. Septic Tank Plan

APPENDIXES

120 (INCLUDED EIA)

The END CHAPTER 2 ENVIRONMENTAL MANAGEMENT PLAN (EMP)

121 Appendixes

122 ƒAppendix A List of EA Report Preparers

Confirmation Page The Owner of the Project Gelibolu Municipality The Name of the Project Gelibolu Municipality Solid Waste Disposal Plant The Place of the Project Çanakkale Province, Gelibolu District, Kavakltepe Village EKOÇEVRE Proje Yönetimi ve Laboratuar Hizmetleri Ltd. The Institution Prepared the Report ti.

Association Name Surname Profession Trade Association Registry Signature Number

123 Association Name Surname Profession Trade Association Registry Signature Number

Chamber of MSc Landscape Öznur TU CU Landscape 2732 Engineer Architects

Chamber of Environmental Nesibe YILMAZ Environmental 3832 Engineer Engineers

Chamber of Geological Mehtap DLEK Geological 10805 Engineer Engineers

Chamber of Özge MUTAF Environmental Environmental 5019 Engineer Engineers

124 ƒÖznur TU CU

CV of Öznur TU CU T.R. IDENTITY NO 13222319980 NAME and SURNAME Öznur TU CU FATHER’S NAME Garip PLACE and DATE OF BIRTH Germany 1975 PROFESSION Ms Landscape Architect FOREIGN LANGUAGE English, German GRADUATED FROM Ankara University, Faculty of Agriculture UNIVERSITY/DEPARTMENT OF Landscape Architecture Department HOME/WORK ADRESS Serdar Mühendislik Çevre ve Atk Yönetimi naat Taahhüt Sanayi ve Ticaret Ltd. ti.

125 T.R. IDENTITY NO 13222319980 Ouzlar Mahallesi Ceyhun Atuf Kansu Caddesi 56. Sokak No:16/11 Balgat, 06520 Ankara TELEPHONE NUMBER +90 312 287 35 11 (pbx) E-MAIL ADRESS [email protected] WORKED IN - Serdar Müh. Mü. n. San. Ve Tic. Ltd. INSTITUTIONS/ORGANIZATIONS ti. - Betonel A. . BRIEF CV - Bodrum Gümbet Landscape Project - Bafa, Kzlda, Gölcük, Kovada, Yazlkanyon, Long Term Development Plan - Classification of Bird Habitats TUBTAK Project

CONTRIBUTION TO REPORT Reference inventory, Geographical and Topographical information, Protected Areas, Flora, Fauna List Preparation, Solid Waste Regular Storage Area

REPUBLIC OF TURKEY ÇUKUROVA UNIVERSITY NATURAL SCIENCES INSTITUTE MBS DIPLOMA ÖZNUR KUTLU LANDSCAPE ARCHITECTURE HAVING SUCCESSFULLY COMPLETED THEORETICAL AND PRACTICAL INSTRUCTION AND THESIS REQUIRED ON 31.12.2002 HAS BEEN AWARDED THE TITLE OF Ms. LANDSCAPE ARCHITECTURE. (OFFICAL UNIVERSITY SEAL)

INSTITUTE DIRECTOR PRESIDENT PROF. DR. FKR AKDENZ PROF DR. YALÇIN KEKEÇ (SIGNATURE) (SIGNATURE)

OFFICAL UNIVERSITY SEAL

126 DIPLOMA HOLDER’S Father’s name Garip Date and Place of Birth Germany, 1975 Student No YL-98528 Date of Diploma 31.12.2002 Diploma no 2095 The present diploma has been issued according to the records of Çukurova University Institute of Natural Sciences NAME AND SURNAME POSITION SIGNATURE Issued by Nevin Se men Chief of Student (SIGNATURE) Institute approval Hikmet Gülal Institute Secretary (SIGNATURE) Department approval Prof. Dr. SEVL ALTAN Head of Department (SIGNATURE)

REPUBLIC OF TURKEY 40th PUBLIC NOTARY OF ANKARA 40th PUBLIC NOTARY OF ANKARA DATE: 20/01/2006 ÜLKÜ BAYRAKTAR DOC NO: 20544 CEYHUN ATIF KANSU CAD. 42/2-3 BALGAT/ANKARA TEL: 287 77 57-67 FAX: 285 96 61

DECLARATION OF SIGNATURE

I, undersigned undertake and accept that the signature below will bind me for every responsibility in front of the T.R Official Organizations, institutions, true and legal entities, and when used on each type of document to be used in the bank transactions; and request the authorization of my signature. NAME, SURNAME: ÖZNUR TU CU ADDRESS: AYYILDIZ MAH. EMVAK YAPI KOOP. 6/22 ETMESGUT ELVANKENT ANKARA

(SIGNATURE) (SIGNATURE) (SIGNATURE)

I hereby certify that, according to the ID CARD issued by ETMESGUT CIVIL REGISTRATION OFFICE on 9-5-2005 and numbered N08-374807 with certified photo, the signature under the signature circular document belongs to ÖZNUR TU CU, daughter of GARP and NAZRE, born on 9.11.1975 in GERMANY, registered in the Province of ERZURUM, County of UZUNDERE, Village of DKYAR, with volume no 0010, family row no 00135 and range no 0037 and that she signed the document by me in my Office. Year two thousand and six, eleventh day of May. 11/5/2006 40th PUBLIC NOTARY OF ANKARA ÜLKÜ BAYRAKTAR (OFFICIAL SEAL AND SIGNATURE)

127 UNION OF CHAMBERS OF TURKISH ENGINEERS AND ARCHITECTS

CHAMBER OF LANDSCAPE ARCHITECTS

MEMBERSHIP CARD

(PHOTO)

SURNAME : TU CU

NAME : ÖZNUR

DIPLOMA : LANDSCAPE ARCHITECTURE

DIPLOMA NUMBER AND DATE : 5895/1998 (GRADUATION)

UNIVERSITY : ANKARA UNIVERSITY

REGISTER NO : 2732

The card is given in accordance with the Law No 6235 (7303)

REGISTERED IN

PLACE OF BIRTH : GERMANY PROVINCE: ERZURUM

DATE OF BIRTH : 09.11.1975 COUNTY: UZUNDERE

FATHER’S NAME : GARP QUARTER/VILL.: VILL. OF DKYAR

MOTHER’S NAME : NAZRE VOLUME: 010

ID CARD NO : N08 374807 PAGE/RANGE NO: 00135/0037

T.R IDENTITY NO : 13222319980 TAX OFF. NO: 86000363366

2005 2006 2007 2008

VALID

128 ƒNesibe YILMAZ

CV of Nesibe YILMAZ T.R. IDENTITY NO 43627107820 NAME and SURNAME Nesibe YILMAZ FATHER’S NAME Tacettin PLACE and DATE OF BIRTH Erzurum 1979 PROFESSION Environmental Engineer FOREIGN LANGUAGE English GRADUATED FROM Frat University Faculty of Engineering UNIVERSITY/DEPARTMENT OF Department of environmental Engineering HOME/WORK ADRESS Serdar Mühendislik Çevre ve Atk Yönetimi naat Taahhüt Sanayi ve Ticaret Ltd. ti. 129 T.R. IDENTITY NO 43627107820 naat Taahhüt Sanayi ve Ticaret Ltd. ti. O uzlar Mahallesi Ceyhun Atuf Kansu Caddesi 56. Sokak No:16/11 Balgat, 06520 Ankara TELEPHONE NUMBER +90 312 287 35 11 (pbx) E-MAIL ADRESS [email protected] WORKED IN - Ayde er Mühendislik (Apprenticeship) INSTITUTIONS/ORGANIZATIONS - Ankara Metropolitan Municipality (Apprenticeship) - Serdar Müh. Çevre ve Atk Yönetimi n. Taahh. San. ve Tic. Ltd. ti. BRIEF CV - CONTRIBUTION TO REPORT Evaluation of Environmental impacts

Diploma no. 05250378

REPUBLIC OF TURKEY FIRAT UNIVERSITY FACULTY OF ENGINEERING LICENSE DIPLOMA

This is to certify that NESBE YILMAZ (Born in Horasan on 15.09.1979) HAS SUCCESSFULLY COMPLETED THE THEORETICAL AND PRACTICAL INSTRUCTION AND EXAMINATIONS REQUIRED FOR GRADUATION AND HAS BEEN AWARDED THIS DIPLOMA WITH THE TITLE OF ENVIRONMENTAL ENGINEER. 13.06.2005

DEAN PRESIDENT PROF. DR. DURSUN PEHLVAN PROF. DR. MEHMET HAMD MUZ (SIGNATURE) (SIGNATURE)

130 (OFFICIAL SEAL OF UNIVERSITY)

No. 13526

TRUE COPY 40th PUBLIC NOTARY DOC NO. 02426 (SEAL AND SIGNATURE)

NAME NESBE SURNAME YILMAZ FATHER’S NAME TACETTN MOTHER’S NAME NAFA PLACE AND DATE OF BIRTH HORASAN 15.09.1979 REGISTERED IN ERZURUM HORASAN DIPLOMA NO 05250378 DATE OF ISSUE 13.06.2005 T.R. ID NO 43627107820 REPUBLIC OF TURKEY 40th PUBLIC NOTARY OF ANKARA 40th PUBLIC NOTARY OF ANKARA DATE: 20/1/2006 ÜLKÜ BAYRAKTAR DOC NO: 02427 CEYHUN ATIF KANSU CAD. 42/2-3 BALGAT/ANKARA TEL: 287 77 57-67 FAX: 285 96 61

DECLARATION OF SIGNATURE

I, undersigned undertake and accept that the signature below will bind me for every responsibility in front of the T.R Official Organizations, institutions, true and legal entities, and when used on each type of document to be used in the bank transactions; and request the authorization of my signature. NAME, SURNAME: NESBE YILMAZ ADDRESS: MRALAY NAZIM BEY SK. NO: 129/1 YENMAHALLE/ANKARA

(SIGNATURE) (SIGNATURE) (SIGNATURE)

I hereby certify that, according to the ID CARD issued by HORASAN CENSUS OFFICE on 20.06.1997 and numbered D06-796628 with certified photo, the signature under the signature circular document belongs to NESBE YILMAZ, daughter of TACETTN and

131 NAFA, born on 15.09.1979 in HORASAN, registered in the Province of ERZURUM, County of HORASAN, YENMAHHALLE, with volume no 096, family row no 70 and range no 9 and that she signed the document by me in my Office. Year two thousand and six, Twentieth day of January. 20/1/2006 40th PUBLIC NOTARY OF ANKARA ÜLKÜ BAYRAKTAR (OFFICIAL SEAL AND SIGNATURE)

132 UNION OF CHAMBERS OF TURKISH ENGINEERS AND ARCHITECTS

CHAMBER OF ENVIRONMENTAL ENGINEERS

MEMBERSHIP CARD

(PHOTO)

NAME SURNAME : Nesibe YILMAZ

UNIVERSITY : FIRAT UNIVERSITY

DIPLOMA NUMBER AND DATE : 05250378/2005

TITLE : ENVIRONMENTAL ENGINEER

CHAMBERS REGISTER NO : 03832

REGISTER DATE : 12.08.2005

The card is given in accordance with the Law No 6235 (7303)

REGISTERED IN

PROVINCE: Erzururm COUNTY: Horasan

QUARTER/VILLAGE: Yeni Mah. VOLUME: 096

FAMILIY ROW NO: 70 REGISTER: 9

FATHER’S NAME: Tacettin MOTHER’S NAME: Nafia

PLACE OF BIRTH: Horasan DATE OF BIRTH: 15.09.1979

PLACE OF ISSUE: Horasan CARD NO: 796628

ID CARD NO: 43627107820

BLOOD GROUP: 0 RH+

EXPIRY DATE: 22.08.2010

APPROVED BY: Cihan DÜNDAR

President

(SIGNATURE)

NO: 3584

133 ƒMehtap DLEK

CV of Mehtap Dilek T.R. IDENTITY NO 24751742002 NAME and SURNAME Mehtap DLEK FATHER’S NAME Kibar PLACE and DATE OF BIRTH Ankara 1978 PROFESSION Geological Engineer FOREIGN LANGUAGE English GRADUATED FROM Ankara University, Faculty of Engineering UNIVERSITY/DEPARTMENT OF Department of Geological Engineering

134 T.R. IDENTITY NO 24751742002 HOME/WORK ADRESS Serdar Mühendislik Çevre ve Atk Yönetimi naat Taahhüt Sanayi ve Ticaret Ltd. ti. Ouzlar Mahallesi Ceyhun Atuf Kansu Caddesi 56. Sokak No:16/11 Balgat, 06520 Ankara TELEPHONE NUMBER +90 312 287 35 11 (pbx) E-MAIL ADRESS mehtap_dilek @serdarmuhendislik.com.tr WORKED IN - Serdar Müh. Mü. n. San. Ve Tic. Ltd. INSTITUTIONS/ORGANIZATIONS ti. - TEA , Environmental Directorate (Apprenticeship) BRIEF CV - EIA Feasibility Reports preparation

CONTRIBUTION TO REPORT Geology

REPUBLIC OF TURKEY ANKARA UNIVERSITY FACULTY OF ENGINEERING LICENSE INTERIM GRADUATION CERTIFICATE Name and Surname : MEHTAP DLEK Father’s/Mother’s name : HAVA/KBAR Nationality/Place and Date of Birth : TURKISH REPUBLIC, ANKARA, 1978 T. R. ID NO : 24751742002 REG NO : 99055627 DEPARTMENT/PROGRAM : DEPARTMENT OF GEOLOGICAL ENGINEERING GRADUATION TERM : JUNE 2005 (GPA:73.72) TITLE : GEOLOGICAL ENGINEER

MEHTAP DLEK HAVING SUCCESSFULLY COMPLETED FOUR YEARS THEORETICAL AND PRACTICAL INSTRUCTION REQUIRED ON 28/06/2005 HAS BEEN AWARDED THE LICENSE DIPLOMA. THIS CERTIFICATE WILL BE REPLACED BY THE DIPLOMA UPON THE DEMAND OF THE CONCERNED PERSON. (OFFICAL UNIVERSITY SEAL)

135 Interim Graduation Certificate date and no: 05842 * 14.09.2005 Dean Dr. Rdvan BERBER (SEAL OF T.R.) (SIGNATURE) TRUE COPY DOC NO: 18784 02 MAY 2006 40th PUBLIC NOTARY OF ANKARA (SEAL AND SIGNATURE) REPUBLIC OF TURKEY 40th PUBLIC NOTARY OF ANKARA 40th PUBLIC NOTARY OF ANKARA DATE: 2/5/2006 ÜLKÜ BAYRAKTAR DOC NO: 18791 CEYHUN ATIF KANSU CAD. 42/2-3 BALGAT/ANKARA TEL: 287 77 57-67 FAX: 285 96 61

DECLARATION OF SIGNATURE

I, undersigned undertake and accept that the signature below will bind me for every responsibility in front of the T.R Official Organizations, institutions, true and legal entities, and when used on each type of document to be used in the bank transactions; and request the authorization of my signature. NAME, SURNAME: MEHTAP DLEK ADDRESS: O UZLAR MAH. CEYHUN ATIF KANSU CAD. 56 SOK. NO: 16/5 BALGAT/ANKAR

(SIGNATURE) (SIGNATURE) (SIGNATURE) I hereby certify that, according to the DRIVING LICENSE issued by ANKARA TRAFFIC DIRECTORATE on 09.10.2002 and numbered U623560 with certified photo, the signature under the signature circular document belongs to MEHTAP DLEK, daughter of KBAR and HAVA, born in 1978 in ANKARA, registered in the Province of ERZURUM, County of SPR, AKSU, with volume no 081.4, family row no 71 and range no 147 and that she signed the document by me in my Office. Year two thousand and six, Second day of May. 2/5/2006 40th PUBLIC NOTARY OF ANKARA ÜLKÜ BAYRAKTAR (OFFICIAL SEAL AND SIGNATURE)

136 UNION OF CHAMBERS OF TURKISH ENGINEERS AND ARCHITECTS

CHAMBER OF GEOLOGICAL ENGINEERS

MEMBERSHIP CARD

(PHOTO)

NAME SURNAME : MEHTAP DLEK

UNIVERSITY : ANKARA UNIVERSITY

DIPLOMA NUMBER AND DATE : 5895/1998 (GRADUATION)

TITLE : GEOLOGICAL ENGINEER

CHAMBER REGISTER NO : 10805

The card is given in accordance with the Law No 6235 (7303)

REGISTERED IN

PLACE OF BIRTH : ANKARA PROVINCE: ERZURUM

DATE OF BIRTH : 24.11.1978 COUNTY: SPR

FATHER’S NAME : KBAR QUARTER/VILL.: VILL. OF AKSU

MOTHER’S NAME : HAVA VOLUME: 0081

ID CARD NO : S08 009077 PAGE/RANGE NO: 00147/0071

DATE OF ISSUE : 13.09.2005 ISSUED BY: ÇANKAYA CENSUS OFFICE

MEMBER REG DATE: 25.04.2006 BLOOD GROUP: 0RH +

TAX NO : T.R IDENTITY NO : 24751742002

2005 2006 2007 2008

137 ƒÖzge MUTAF

CV of Özge MUTAF

T.R. IDENTITY NO 53458362220 NAME and SURNAME Özge MUTAF FATHER’S NAME Abdullah PLACE and DATE OF BIRTH zmir 1983 PROFESSION Environmental Engineer FOREIGN LANGUAGE English, German GRADUATED FROM Akdeniz University Faculty of Engineering UNIVERSITY/DEPARTMENT OF Department of environmental Engineering

138 T.R. IDENTITY NO 53458362220 HOME/WORK ADRESS Serdar Mühendislik Çevre ve Atk Yönetimi naat Taahhüt Sanayi ve Ticaret Ltd. ti. Ouzlar Mahallesi Ceyhun Atuf Kansu Caddesi 56. Sokak No:16/11 Balgat, 06520 Ankara TELEPHONE NUMBER +90 312 287 35 11 (pbx) E-MAIL ADRESS [email protected] WORKED IN - zmir Tahtal Potable Water treatment INSTITUTIONS/ORGANIZATIONS Plant (Apprenticeship) - zmir Provincial Directorate of Environment and Forestry (Apprenticeship) - Serdar Müh. Çevre ve Atk Yönetimi n. Taahh. San. ve Tic. Ltd. ti. BRIEF CV - EIA and EIA feasibility Reports preparation - Emission, GSM, Licensing Files preparation CONTRIBUTION TO REPORT Evaluation of Environmental impacts

T.R AKDENZ UNIVERSTY ANTALYA Number: B.80/ AKD.045.00.00/ Date: 20/06/2006 INTERIM GRADUATION CERTIFICATE T.R. ID No : 53458362220 Name and Surname : Özge MUTAF Father’s Name : APTULLAH Mother’s Name : GÖNÜL Place and Date of birth : ZMR 15/09/1983 Student No : 20010802004 Faculty : FACULTY OF ENGINEERING Department/Program : ENVIRONMENTAL ENGINEERING Date of Graduation : 20/06/2006

139 Özge MUTAF, Daughter of APTULLAH whose clear identity and approved photo is presented above has successfully completed her license education in ENVIRONMENTAL ENGINEERING and has been awarded this diploma.

The present document has been issued to be replaced by a Diploma.

(SIGNATURE)

Prof Dr. Hikmet RENDE

DEAN

40th PUBLIC NOTARY OF ANKARA SEAL AND SIGNATURE

DOC NO. 04914 05 FEBRUARY 2007

REPUBLIC OF TURKEY 40th PUBLIC NOTARY OF ANKARA 40th PUBLIC NOTARY OF ANKARA DATE: 7/2/2007 ÜLKÜ BAYRAKTAR DOC NO: 05249 CEYHUN ATIF KANSU CAD. 42/2-3 BALGAT/ANKARA TEL: 287 77 57-67 FAX: 285 96 61

DECLARATION OF SIGNATURE

I, undersigned undertake and accept that the signature below will bind me for every responsibility in front of the T.R Official Organizations, institutions, true and legal entities, and when used on each type of document to be used in the bank transactions; and request the authorization of my signature. NAME, SURNAME: ÖZGE MUTAF ADDRESS: O UZLAR MAH. CEYHUN ATIF KANSU CAD. 56 SOK. NO: 16/5 BALGAT/ANKARA

(SIGNATURE) (SIGNATURE) (SIGNATURE)

140

I hereby certify that, according to the ID CARD issued by KULA CENSUS OFFICE on 14.08.2003 and numbered C08-910952 with certified photo, the signature under the signature circular document belongs to ÖZGE MUTAF, daughter of ABDULLAH and GÖNÜL, born on 15.09.1983 in ZMR, registered in the Province of MANSA, County of KULA, SEYTAL, with volume no 0005, family row no 00055 and range no 0041 and that she signed the document by me in my Office. Year two thousand and seven, Seventh day of February. 7/2/2007 40th PUBLIC NOTARY OF ANKARA ÜLKÜ BAYRAKTAR (OFFICIAL SEAL AND SIGNATURE)

141 ƒAppendix B References

142 [AKMAN] AKMAN, Y., 1995, Türkiye Orman Vejetasyonu, Ankara Üniversitesi Fen Fakültesi Botanik A.B.D., Ankara [ATALAY] ATALAY, ., 1994, Türkiye Vejetasyon Co rafyas, Ege Üniversitesi Basmevi, zmir [BAYTOP] BAYTOP, T., 1994, Türkçe Bitki Adlar Sözlü ü, Türk Dil Kurumu Basmevi, Ankara [BERN] Avrupa Konseyi, 1979, Avrupa’ nn Yaban Hayat ve Do al Yaama Ortamlarn Koruma Sözlemesi (Bern Sözlemesi), Avrupa Konseyi Resmi nternet Sitesi, http://www.coe.int/t/e/cultural_co-operation/environment/ nature_and_biological_diversity/Nature_protection/, Strazburg/Fransa [BOYLA] BOYLA, K. A., 1995, Türkiye ve Avrupa’nn Kular, Do al Hayat Koruma Derne i, Ankara [DAVIS, a] DAVIS, P. H., 1965–1985, Flora of Turkey and East Aegean Islands, Vol. 1–9, Edinburgh University Press, Edinburgh/ngiltere [DAVIS, b] DAVIS, P.H. et all, 1988, Flora of Turkey and East Aegean Islands (Supplement), Vol. 10, Edinburg University Press, Edinburgh/ngiltere [DEMRSOY, a] DEMRSOY, A., 2002, Genel Zooco rafya ve Türkiye Zooco rafyas, Meteksan A. ., Ankara [DEMRSOY, b] DEMRSOY, A., 1996, Sürüngenler, Meteksan A. ., Ankara [DEMRSOY, c ] DEMRSOY, A., 1996, Memeliler, Meteksan A. ., Ankara [DEMRSOY, d] DEMRSOY, A., 1996, Amfibiler, Meteksan A. ., Ankara [EKM] EKM, T. ve ark., 2000, Türkiye Bitkileri Krmz Kitab, Türkiye Tabiatn Koruma Derne i, Ankara [GAZ] Gazi Üniversitesi Biyoloji Bölümü, 2007, Herbaryum Veri Taban, http://www.herb.gazi.edu.tr [GÜNER] GÜNER, A. ve ark., 2000, Flora of Turkey and East Aegean Islands, (Supplement 2), Vol. 11, Edinburg University Press, Edinburgh/ngiltere [KZRO LU] KZRO LU, ., 1989, Türkiyenin Kular, Orman Genel Müdürlü ü Basmevi, Ankara [ROSELAAR] ROSELAAR, C.S., 1995, Songbirds of Turkey, Pica Press, ngiltere. [TARIM] Tarm ve Köyileri Bakanl Köy Hizmetleri Genel Müdürlü ü, Tokat li Arazi Varl , Tarm ve Köyileri Bakanl Köy Hizmetleri Genel Müdürlü ü yaynlar, Ankara. [ÇANAKKALE] T.C. Çanakkale Valili i, l Çevre ve Orman Müdürlü ü, Çevre Durum Raporu, Çanakkale. [TÜBTAK, a] Türkiye Bilimsel ve Teknolojik Aratrmalar Kurumu, Türkiye Taksonomik Tür Veri Taban http://bioces.tubitak.gov.tr, Ankara [TÜBTAK, b] Türkiye Bilimsel ve Teknolojik Aratrmalar Kurumu, Türkiye Bitkileri Veri Servisi, http://www.tubitak.gov.tr/tubives/index.php [TÜK] Türkiye statistik Kurumu, 2004, Çevre statistikleri Hane Halk Kat Atk Kompozisyon Aratrmas ve E ilim Anketi, Ankara [Y T] Y T, N. ve ark., 2002, Çevresel Etki De erlendirme “ÇED”, Klavuz, Ankara

143 ƒAppendix C Meetings(Including EMP-Annex)

144 ƒAppendix D The Other Documents and Map

145 ƒAppendix D.1. General Layout

146

LEGEND 1. Plant entrance (Accsess Gate and Security Control Unit) 2. Energy, Illumination System and Transformer Building

147 3. Water Tank 4. Wheel Washing Unit 5. Waste Acceptance Central Building and Security Control Unit 6. Weighbridge 7. Administration Building and Maintenance Repair Workshop Building 8. Waste Battery Temporary Storage Cell 9. Leachate Water Collection Pool 10. Landfill Area (Solid Waste Landfill Lots) 11. Packaging Waste Sorting Facility 12. Excavation Surplus Deposit Area

148

149 ƒAppendix D.2. Location

150

151 ƒAppendix D.3. Satellite Photograph

152 a e r A t c e j o r P

153 a e r A t c e j o r P

154 ƒAppendix D.4. Topographic Map

155 Old Landfill Area Landfill Project Area

156 ƒAppendix D.5. Photos

157

158 ƒAppendix D.6. Geological Map

159 160

161 ƒAppendix D.7. Meteorological Bulletin

162

163 164

165 ƒAppendix D.8. Maximum Precipitation Values observed in Standard Times

166

167 ƒAppendix D.9. Septic Tank Plan

168

169