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1
GEL BOLU MUNICIPALITY 
 
GEL BOLU MUNICIPALITY
 
SOLID WASTE  
DISPOSAL PLANT   
Environmental Impact Assessment Report  
 
Çanakkale Province, Gelibolu District,  
Kavakl tepe Village, 
 
Ankara, 2007
 
EKOÇEVRE PROJE YÖNET M  VE 
 
LABORATUVAR H ZMETLER  LTD.  T .
 
Address: 
O  uzlar Mahallesi
 
Ceyhun At f 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:
 ekocevre@ekocevre.com.tr 
E1147
V7
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2
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, K
avakl tepe 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 
(Province, District, Town, Location) 
Çanakkale Province, Gelibolu District, 
Kavakl tepe Village 
 
Report prepared by the Organization/Study  
Group  
EKOÇEVRE Proje Yönetimi ve Laboratuvar 
Hizmetleri Ltd.   ti. 
 
Address 
O  uzlar Mahallesi Ceyhun At f 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  
ekocevre@ekocevre.com.tr 
Report Submittal Date  
………..2009 
Decision No  
…….  
Decision Date  
…../…./2009 
Page  3
3
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, Kavakl tepe 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.
 
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4
Contents 
CHAPTER 1 ENV RONMENTAL 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 
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5
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
 
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6
Tables 
Table 1  
Municipality Populations ....................................................................12 
Table 2  
Population Increase Factors Calculated according to  ller Bank Method
12
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  
L
day 
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 
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7
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 
 
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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 
CO
2
:
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 
NO
2
:
Nitrogen dioxide 
NO
x
:
Nitrogen oxide 
CCT 
: Common Customs Tariff 
PB : 
Lead 
PS : 
Particular 
Substance 
SO
2
:
Sodium dioxide 
SO
x
:
Sodium oxide 
Sp. : 
Species 
TR : 
Turkish 
Republic 
SIS 
: State Institute of Statistics 
var. : 
variety 
etc. : 
et 
cetera 
VOC 
: Volatile Organic Compound 
Page  9
9
CHAPTER 1 ENV RONMENTAL IMP
ACT 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 
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, 
Kavakl tepe 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. 
T
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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. 
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11
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 m
2
is designed 2 lots (Lot 1 22973,8 m
2
,
Lot 2  20863,2 m
2
as landfill cells. Within the scope of the 17 years projection, first lot is 
designed of a capacity to storage 361.806 m
3
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 
Page  12
12
 
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. 
1
10 0
y
n
e
N
px
N
æö
=-
ç÷
ç÷
èø
 
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, N
y
for the latest census result, N
e
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 
 
Increase Factors 
Population Increase 
Factors Calculated (p)
Population Increase Factor 
Considered (p) 
P1 (1980-2000) 
2,28 2,28 
P2 (1980-1990) 
2,40 2,40 
P3 (1990-1997) 
1,11 1,11 
P4 (1997-2000) 
4,64 
3
P5 (1980-1997) 
1,87 1,87 
P6 (1990-2000) 
2,16 2,16 
Port 
2,13 
Page  13
13
The future population values of the Municipalities standing as members of Association are 
calculated according to  ller Bank method presented below. 
 
1
100
n
y
p
NN x
æö
=+
ç÷
èø
N
:
Future Population 
N
y
:
Latest Census Result  
n
:
Difference between the coming year and the latest census 
 
GEL BOLU
 
Population 
Detailed Data 
Total  
Years 
Futura 
Populations  
Unit solid 
waste 
production 
(kg/per-
person-day) 
Solid 
waste 
quntity 
(ton/year)
Packaging 
waste 
quantity 
(ton/year) 
Waste be 
stored 
regularly 
(ton/year) 
Medical 
waste 
quantity 
(ton/y l)
 
Total solid 
waste 
(ton/year) 
Total solid 
waste 
(m
3
/year) 
Cumulative 
Amount 
(m
3
/year) 
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 yerle ik nüfusu göstermektedir. Toplam Nüfusta +5000 ki i turistik nüfus eklenmi tir.
 
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/m
3
.
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,  
Page  14
14
·
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 
Page  15
15
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 m
3
and 6 m
3
,
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.
 
Page  16
16
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) 
 
Page  17
17
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 
Vaporization 
(mm) 
0,2   
 
106  162,7 213,5 259  239,5 166,6 102  53,6 34,5 
>1337.6
 
Average 
Total 
Monthly 
Precipitation 
(mm) 
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 
Daily 
Maximum 
Vaporization 
(mm) 
0,2 
0 0 12,5 
13 16,4 
17,5 
14 11 8,5 
10 
5,2 17 
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 m
3
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 
Page  18
18
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 
   : 
1.873m
3
The shape of hydraulic compensation pool is obelisk. The volumes of obelisk objects are 
calculated using the formula below; 
[]
V
1
1
( 1
2)( 1
2)
(
2
2)
6
h
a xb
a
a
b
b
a
xb
=+
+
+
+
 
h
:
Height of Pool  
a1: 
Breadth of Pool base  
b1: 
Length of Pool base  
a2: 
Breadth of Pool surface  
b2: 
Length of Pool surface  
[]
V
1
1
( 1
2)( 1
2)
(
2
2)
6
h
a xb
a
a
b
b
a
xb
=+
+
+
+
 
=((2,5/6)*((14*34)+((14+24)*(34+44))+(24*44))) 
=1873 m
3
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 
Page  19
19
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. 
 
Page  20
20
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 CO
2
(carbon 
dioxide), 
H
2
,
CO
,
H
2
S
(hydrogen sulfide) and CH
4
(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 % 
CH
4
45-58 (55) 
CO
2
34-45 
N
2
<1~ 20 
O
2
<1~ 5 
H
2
<1~ 5 
Water steam 
<1~ 5 
H
2
S
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.  
Page  21
21
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 
Page  22
22
guarantee a minimum permeability of 1.10
-8
m/sec (the minimum permeability should be 1.10
-
8
m/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.  
Page  23
23
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, Kav
akl tepe 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 
Page  24
24
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 
(m
2
)
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 m
2
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  m
2
.
The gross filling capacity of the first landfill lot is 361.806 m
3
.
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 m
2
is designed 2 lots (Lot 1 22973,8 m
2
,
Lot 2  20863,2 m
2
as landfill cells. Within the scope of the 17 years projection, first lot is 
designed of a capacity to storage 361.806 m
3
solid waste until 2025. 
Page  25
25
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  
Page  26
26
 
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 m
3
/day 
ƒ
Water to be used by Personnel in Operational Stage 
 
: 3,75    m
3
/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 m
2
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, 
Page  27
27
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 m
3
/day. 
Domestic Waste Water produced during operational stage;
Waste Water = 150 l/person-day x 25 persons = 3,75 m
3
/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 
Page  28
28
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 
BOD5 15.000 
ppm 
BOD/COD 0.65 
These are the actual values. Same situation to take place in 
the solid waste landfill field is considered. 
Old Leachate Water  
Remarks 
COD 3.000 
ppm 
BOD5 180 
ppm 
BOD/COD 
 0.1
 
As a result of biochemical stabilization activity to take place 
in the solid waste storage area by time,
 
the quality parameters 
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 
Leachate water (q
s,ab
 = Leachate and flowing water = m
3
/ha.year). 
 
Departing from this point; 
q
=
0,8 - 6,0 m
3
/ha.day is approximately reached. 
In some Regulations of Solid Waste this value is given as q = 0,9 - 8,6 m
3
/ha.day 
In general the following is considered as a general value for the calculations; 
q
=
5,0 m
3
/ha.day.  
Page  29
29
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., 
S z nt  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 
m
3
/ha.day Leachate water will be formed. 
 
595 mm/year=595 kg/m
2
.year=595 kg/m
2
.year x 10.000 m
2
=5.950.000 l/ha.year=5.950 
m
3
/ha.year / 365  
=16.30 m
3
/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 m
3
/ha.day is expected to appear as leachate. In order to 
be on safe side, 10 m
3
/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 m
3
/ha.day x 2,23 ha. = 22,3 m
3
/day. ~= 25 m
3
/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 m
3
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 
   : 
1.873m
3
The shape of hydraulic compensation pool is obelisk. The volumes of obelisk objects are 
calculated using the formula below; 
Page  30
30
[]
V
1
1
( 1
2)( 1
2)
(
2
2)
6
h
a xb
a
a
b
b
a
xb
=+
+
+
+
 
H
:
Height of Pool  
A1: 
Breadth of Pool base  
B1: Length 
of 
Pool 
base 
 
A2: 
Breadth of Pool surface  
B2: 
Length of Pool surface  
[]
V
1
1
( 1
2)( 1
2)
(
2
2)
6
h
a xb
a
a
b
b
a
xb
=+
+
+
+
 
=((2,5/6)*((14*34)+((14+24)*(34+44))+(24*44))) 
=1873 m
3
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-day
1
.
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 
Kavakl tepe Village at distance of 2 km
.
For this reason no medical waste production is 
available in the construction stage of the project.  
1
[TÜ K]
 
Page  31
31
2.6.7 
Excavation Soil  
The total excavation soil of the construction stage is nearly 219.359 m
3
;
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.  
Page  32
32
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; 
Page  33
33
 
-
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 
Page  34
34
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 CO
2
(carbon 
dioxide), 
H
2
,
CO, H
2
S
(hydrogen sulfide) and CH
4
(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 % 
CH
4
45-58 (55) 
CO
2
34-45 
N
2
<1~ 20 
O
2
<1~ 5 
H
2
<1~ 5 
Water steam 
<1~ 5 
VOC <1~ 
3 
H
2
S
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: 
G
t
=
1,868 x C
o
x
(0,014 x 
J
+
0,28) x (1-10
-kt
)
Where, 
G
t
=
total
 
gas quantity per 1 ton until t time (m
3
/
ton) (which is on table above)
 
C
o
=
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. 
J
=
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: 
C
o
=
170 kg / ton - waste 
J
=
30
°C 
k
=
0,035. 
Calculated gas formation potential  
Is calculated using the formula: Gas Quantity (m
3
/
year) = G
t
(m
3
/ton) x Solid Waste 
Quantity ( ton / year ), and the results are presented in the Table below. 
Page  35
35
Table 15 
Gelibolu Municipality Solid Waste Landfill Field
–Gas Potential
 
Page  36
36
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
 
Allowable Sound power level dB/1 
Pw 
Net installed power   
P
(kW)   
Electric power 
P
el 
(1)
 
(kW)   
Application mass, m  
(kg)   
Crossing width  
 
L
(cm)   
 
By 3 January 
2004  
 
By 3 January 
2006  
 
P
<
8
108 105 
8
<
P
<
70 109 
106 
Compacting machines (vibrated cylinders, vibrating 
sheets, vibrated hammers)   
 
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, 
Loaded type Soil Filling Compressors, Trucks 
with internal combustion driving engine 
P
<
55 
 
104 
 
101 
Page  37
37
Allowable Sound power level dB/1 
Pw 
Counterweight Hydraulic Lift, Mobile cranes,  
Compressors (Cylinders without vibration), 
pavement finish machines, Hydraulic Power 
Generation Machines 
 
P
>
55 
 
85 + 11 log P 
 
82 + 11 log P 
P
<
15 
 
96 93 
Excavators, Freight Lif
t, Structure (Construction) 
cranes, Engine driven hoeing machines    
P
>
15 
83 + 11 log P 
80 + 11 log P 
m
<
55 
 
107 105 
15< m < 30 
94 + 11 log m 
92 + 11 log m 
Manual hold concrete breaker and Driller  
 
m
>
30 
96 + 11 log m 
94 + 11 log m 
Tower cranes  
 
98 +  log P 
96 +  log P 
P
el
 <
2
97 +  log P
el 
95 +  log P
el 
2< P
el
 <
10 
 
98 +  log P
el 
96 +  log P
el 
Source and Power generators  
 
P
el 
>
10 
97 +  log P
el 
95 +  log P
el 
P
<
15 
 
99 97 
Compressors  
 
P
>
15 
97 + 2 log P 
95 + 2 log P 
Allowable Sound power level dB/1 
pW 
Equipment type  
Net installed power   
P
(kW)   
Electric power 
P
el 
(1)
 
(kW)   
Application mass, m  
(kg)   
Crossing width  
 
L
(cm)   
 
By 3 January 2004  
1
st
 Stage  
By 3 
January 
2006 
2
nd
 Stage  
L
<
50 
 
96 94
(2)  
 
50< L <
70 
 
100 98 
70< L <
120 
 
100 98
(2)   
Mowers, grass arrangement/grass border 
arrangement machines  
 
L
>
120 105 
103
(2)   
(1)    P
el 
for Source generators: classic source current multiplied by the known load voltage for the smallest value 
of the factor provided by the Producer.  
P
el
 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 1
st
 Stage will 
apply to the 2
nd
 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) .  
Page  38
38
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  
Engine Power  
Vehicle or 
Equipment  
Piece 
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 L
w
=
82
+
11
log P formula is used. 
L
w
=
82+ 11 log 186,5 
L
w
=
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 
L
w
=
82
+
11
log P formula is used. 
L
w
=
82
+
11
log 186,5 
L
w
=
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 
L
w
=
82
+
11
log P formula is used. 
L
w
=
82
+
11
log 186,5 
L
w
=
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 L
w
=
82 + 11 log P formula is used. 
L
w
=
82+ 11 log 74,6 
L
w
=
103 dB 
Page  39
39
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 L
w
=
82
+
11
log P formula is used. 
L
w
=
86+ 11 log 200 
L
w
=
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 L
w
=
82 + 11 log P formula is used. 
L
w
=
82
+
11
log 111,9 
L
w
=
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 L
w
=
82
+
11
log P formula is used. 
L
w
=
95+  log 250 
L
w
=
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.  
 
w
w
L(i)
10
w
1
L
10
w
L
10
log(
10
)
10
L
(i) = 10 log (
)
4
n
i
x
=
=
å
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 
Page  40
40
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.  
p
w
2
Q
L
L
10log(
)
4
r
=+
 
L
p
:
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 
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 
Excavator 
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 
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 
Grader 
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 
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 
Dozer 
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 
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 
Loader 
3000 19,48 19,48 19,48 
19,48 
50 63,04 
63,04 
63,04 
63,04 
Cylinder 
100 57,02 57,02 57,02 
57,02 
Page  41
41
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 
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 
Truck  
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 
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 
Generator 
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
.
2
-8
atm
fx r
A
7.4 10
Q
x
æö
=
ç÷
èø
Table 21 
Atmospheric Absorption  
Frequency (Hz)
Distance  (m)
Atmospheric Absorption Value 
50 
0,01
100 
0,02
250 
0,06
500 
0,12
1000 
0,24
2000 
0,49
500 
3000 
0,73
50 
0,05
100 
0,10
250 
0,24
500 
0,49
1000 
0,97
2000 
1,95
1000 
3000 
2,92
50 
0,19
2000 
100 
0,39
2
[MET] 
Page  42
42
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
500 
7,79
1000 
15,58
2000 
31,16
4000 
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. 
 
L
p
=
L
p
-
A
atm 
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
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
Excavator 
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
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
Grader 
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
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
Dozer 
3000 
22,75
20,55
11,79
-
23,26
50 
55,03
54,9
9
54,84
54,26
Loader 
100 
48,99
48,92
48,63
47,46
Page  43
43
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
56,6
3
55,46
250 
49,00
48,82
48,09
45,16
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
Cylinder 
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
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
Truck 
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
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
Generator 
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 octave bands are presented in the table below. 
 
Table 24 
Sound Levels  
Sound Level (dBA) 
Noise Sources  
Distance 
500 Hz 
1000 Hz 
2000 Hz 
4000 Hz 
Total Sound 
Level (dBA) 
50 
55,83
58,99
60,04
59,26
64,81
Excavator 
100 
49,79
52,92
53,83
52,46
58,51
Page  44
44
Sound Level (dBA) 
250 
41,80
44,82
45,29
4
2
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
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
Grader 
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
44,8
2
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
Dozer 
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
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
Loader 
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
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
Cylinder 
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
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
Truck  
3000 
17,55
18,55
10,99
-
24,26
21,49
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
Generator 
5292,9 
13,31
15,05
10,41
-
13,16
18,09
Page  45
45
Sound Level (dBA) 
5771,4 
9
55
10,55
2
99
-
32,26
13,49
L
day
 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.  
w
L(i)
10
eq
1
gündüz
eq
L
10
log(
10
)
L= L
n
i
x
=
=
å
Table 25 
L
day 
Values 
 
Distance L
d
ay
 (dBA) 
50
75,52
100
69,22
250
60,53
500
53,65
1
000
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 L
day
 value for other 
sources. The closest settlement are 
to the project location is in SW, Kavakl tepe Village at 
distance of 2km. It is not possible for this settlement area to be affected from the noise 
formed.  
 
0
10
20
30
40
50
60
70
80
0
500
1000
1500
2000
2500
3000
Mesafe (
m
)
G
ü
r
ü
l
t
ü
S
e
v
i
y
e
s
i
(
114.4 222.2  7.5   3.8   0 : G
114.4 225.9  7.5   4.6   0 : %
114.4 230.4  7.5   4.6   0 : $
114.4 236.6  7.5   2.6   0 : \0c
 
Page  46
 
46
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  
Allowable Sound power level dB/1 
pW 
 
 
Net installed power   
P (kW)   
Electric power 
P
el 
(1)
  (kW)   
Application mass, m  (kg)   
Crossing width  
  L (cm)   
 
By 3 January 2004  
 
By 3 
January 
2006  
 
P <
 8 
 
108 105 
8 < P <
 70 
109 
106 
 
Compacting machines (vibrated 
cylinders, vibrating sheets, vibrated 
hammers)   
 
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 
 
P <
 55 
 
 
104 
 
101 
Wheel dozers, Wheel Loaders, 
Wheel Excavator-Loaders, Dump 
trucks, Graders, Loaded type Soil 
Filling Compressors, Trucks with 
internal combustion driving engine 
Counterweight Hydraulic Lift, 
Mobile cranes,  Compressors 
(Cylinders without vibration), 
pavement finish machines, 
Hydraulic Power Generation 
Machines 
 
P > 55 
 
85 + 11 log P 
 
82 + 11 log 
P 
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 
15< m < 30 
94 + 11 log m 
92 + 11 log 
m 
 
Manual hold concrete breaker and 
Driller  
 
 
 
 
m >
 30 
96 + 11 log m 
94 + 11 log 
m 
Tower cranes  
 
98 +  log P 
96 +  log P 
Page  47
 
47
Allowable Sound power level dB/1 
pW 
P
el
 <
 2 
 
97 +  log P
el 
95 +  log P
el 
2< P
el
 <
 10 
 
98 +  log P
el 
96 +  log P
el 
 
Source and Power generators  
 
 
P
e
l 
> 10 
97 +  log P
e
l 
95 +  log P
e
l 
P <
 15 
 
99 97 
 
Compressors  
 
P > 15 
97 + 2 log P 
95 + 2 log P 
Allowable Sound power level dB/1 
pW 
 
 
 
 
Equipment type  
Net installed power   
P (kW)   
Electric power 
P
el 
(1)
  (kW)   
Application mass, m  (kg)   
Crossing width  
  L (cm)   
 
By 3 January 2004  
 
By 3 
January 
2006  
 
L <
 50 
 
96 94
(2)  
 
50< L <
 70 
 
100 98 
70< L <
 120 
 
100 98
(2)   
 
 
 
Mowers, grass arrangement/grass 
border arrangement machines  
 
 
L > 120 
105 
103
(2)   
(1)
    
P
el 
for Source generators: classic source current multiplied by the known load voltage for the smallest 
value of the factor provided by the Producer.  
P
el
 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 1
st
 
Stage will apply to the 2
nd
 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 
Page  48
 
48
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 L
w
 = 82 + 11 log P formula is used. 
L
w
 = 82+ 11 log 186,5 
L
w
 =  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 
L
w
 = 82 + 11 log P formula is used. 
L
w
 = 82+ 11 log 74,6 
L
w
 = 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 
L
w
 = 82 + 11 log P formula is used. 
L
w
 = 82 + 11 log 111,9 
L
w
 = 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 L
w
 = 82 + 11 log P formula is used. 
L
w
 = 82+ 11 log 186,5 
L
w
 = 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 
Specifications  
Piece Sound 
Power 
Level 
(dB) 
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.  
w
w
L(i)
10
w
1
L
10
w
L
10
log(
10
)
10
L
(i) = 10 log (
)
4
n
i
x
=
=
å
 
Page  49
 
49
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.  
pw
2
Q
L
L
10log(
)
4
r
=+
  
L
p
  
: 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 
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 
Compactor 
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 
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 
Loader 
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 
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 
Truck 
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 
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 
Excavator 
3000  21,48 21,48 21,48 21,48 
Page  50
 
50
 
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
-
8
atm
fx r
A
 7.4 10
Q
x
æö
=
ç÷
èø
 
Table 31 
Atmospheric Absorption Values 
 
Frequency  (Hz) 
Distance (m) 
Atmospheric Absorption 
Value  
50 
0,01
 
100 
0,02
 
250 
0,06
 
500 
0,12
 
1000 
0,24
 
2000 
0,49
 
500 
3000 
0,73
 
50 
0,05
 
100 
0,10
 
250 
0,24
 
500 
0,49
 
1000 
0,97
 
2000 
1,95
 
1000 
3000 
2,92
 
50 
0,19
 
100 
0,39
 
250 
0,97
 
500 
1,95
 
1000 
3,89
 
2000 
7,79
 
2000 
3000 
11,68
 
50 
0,78
 
100 
1,56
 
250 
3,89
 
500 
7,79
 
1000 
15,58
 
2000 
31,16
 
4000 
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. 
 
L
p
 = L
p
 - A
atm 
Page  51
 
51
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
 
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
 
Compactor 
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
 
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
 
Crawler Loader 
 
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
 
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
 
Truck  
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
 
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
 
Excavator 
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 octave bands are presented in the table below. 
Page  52
 
52
 
Table 34 
Sound Levels of Vehicles and Equipment to be used in Operational Stage 
Sound Level (dBA) 
Noise Sources  
Distance  
500 Hz 
1000 Hz 
2000 Hz 
4000 Hz 
Total Sound Level 
(dBA) 
50 
55,8
3
 
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
 
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
 
Compactor 
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
 
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
 
Crawler Loader  
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 
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
 
Truck  
 
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
 
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
 
Excavator 
3000 
17,55
 
18,55
 
10
,99
 
-
24,26
 
21,49
 
 
L
day
 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.  
(i)
L
n
10
eq
i=1
gündüz
eq
L
 = 10 x log (
10
)
L = 
L
 
å
 
Table 35 
Lday Values (The estimated noise level in the project area)
 
 
Distance 
 
in Meters
 
 
Lday (dBA) 
50 
69,06
 
100 
62,77
 
Page  53
 
53
Distance 
 
in Meters
 
 
Lday (dBA) 
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 L
day,
 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 settl
ement are to the project location is in SW, Kavakl tepe Village at distance of 
2km. It is not possible for this settlement area to be affected from the noise formed.  
0
10
20
30
40
50
60
70
80
0
500
1000
1500
2000
2500
3000
Mesafe (
m
)
G
ü
r
ü
l
t
ü
 
S
e
v
i
y
e
s
i
 
(
152.1 387.9  8.5   4.2   0 : G
152.1 392.2  8.5   5.2   0 : %
152.1 397.2  8.5   5.2   0 : $
152.1 404.2  8.5   2.9   0 : \0c
 
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).
 
Page  54
 
54
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 
maintenance)  
L
daytime 
(dBA) 
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)
 
 
Page  55
 
55
The measures having the priority in the event of accident, forest fire, earthquake and 
sabotage in the operational and construction stages of the plant;    
ƒ\03
In case of an emergency the person who sees the event first is liable for 
informing the related units promptly. 
ƒ\03
Against an eventual fire, there will be 1 trained personnel and 1 sprinkler will 
be available for the first intervention. 
ƒ\03
All 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.
 
 
ƒ\03
Warning signs will be located in the plant where necessary. In addition, the speed 
limits will be respected.
 
 
ƒ\03
In case of accidental risk and emergency situations, the operation of the vehicles 
will either be stopped or be provided under control.
 
 
ƒ\03
The warning signs will be monitored continuously. 
ƒ\03
The 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
 
Fire-fighting 
Police 
Ambulance 
Page  56
 
56
 
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; 
 
ƒ\03
The personnel holding the license to use will only use the equipment like 
dozer, compactor, rubber wheel loader, truck and solid waste transport vehicle. 
ƒ\03
Warning signs will be located where necessary in the plant and the speed 
limits will be respected. 
ƒ\03
In 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. 
ƒ\03
Major importance will be drawn to the training of the personnel related to 
particularly safety and first-aid.   
ƒ\03
The 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. 
ƒ\03
Rain, 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.  
Page  57
 
57
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 m
3
 and 6 m
3
. 
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 Kavakl tepe 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. 
Page  58
 
58
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,  
 
Page  59
 
59
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 
Average 
Temperature (ºC) 
6,3 6,3 8,3  12,5 17,4 22,3 25 
24,7 20,8 16 
11,4 8,1  14,9 
Highest 
MONTHLY 
Temperature (ºC) 
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 
 
Lowest 
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 
Source: State Meteorological Works Directorate General, 1975-
2006, Çanakkale Meteorology Station 
Data  
0
5
10
15
20
25
30
1
23
45
67
8
9
10
11
12
Aylar
126.1 314.7  8.3   6.5   0 : 2
126.1 321.2  8.3   3.3   0 : U
126.1 324.3  8.3   2.8   0 : W
126.1 327.0  8.3   4.7   0 : D
126.1 331.4  8.3   2.3   0 : O
126.1 334.0  8.3   4.7   0 : D
126.1 338.5  8.3   7.5   0 : P
126.1 346.2  8.3   4.7   0 : D
126.1 350.7  8.3   2.3   0 : \03
126.1 353.2  8.3   5.6   0 : 6
126.1 359.0  8.3   2.3   0 : Õ
126.1 361.6  8.3   4.7   0 : F
126.1 366.1  8.3   4.7   0 : D
126.1 370.6  8.3   4.7   0 : N
126.1 375.1  8.3   2.3   0 : O
126.1 377.7  8.3   2.3   0 : Õ
126.1 380.2  8.3   4.7   0 : N
126.1 384.7  8.3   2.3   0 : \03
126.1 387.3  8.3   2.8   0 : \0b
126.1 389.8  8.3   3.0   0 : ž
126.1 393.1  8.3   6.0   0 : &
126.1 398.8  8.3   2.8   0 : \0c
 
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.  
Page  60
 
60
 
Table 38 
Precipitation (mm)
 
MONTH
 
1 2 3 4 5 6 7 8 9 10 
11 
12 Annual 
 
Average Total 
Monthly 
Precipitation (mm) 
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 
Daily Maximum 
Precipitation (mm) 
91.5 58.7 73.5 72.2 110  50.5 50.4 21.6 41.2 62 
98.2 96.3  110 
Source: State Meteorological Works Directorate General, 1975-
2006, Çanakkale Meteorology Station 
Data  
0
20
40
60
80
100
120
1
23
4
56
7
8
9
10
11
12
Aylar
126.1 399.8  8.3   6.5   0 : 2
126.1 406.3  8.3   3.3   0 : U
126.1 409.4  8.3   2.8   0 : W
126.1 412.0  8.3   4.7   0 : D
126.1 416.5  8.3   2.3   0 : O
126.1 419.1  8.3   4.7   0 : D
126.1 423.6  8.3   7.5   0 : P
126.1 431.2  8.3   4.7   0 : D
126.1 435.8  8.3   2.3   0 : \03
126.1 438.3  8.3   5.2   0 : 7
126.1 443.5  8.3   5.2   0 : R
126.1 448.6  8.3   5.2   0 : S
126.1 453.8  8.3   2.3   0 : O
126.1 456.3  8.3   4.7   0 : D
126.1 460.9  8.3   7.5   0 : P
126.1 468.6  8.3   2.3   0 : \03
126.1 471.1  8.3   5.6   0 : <
126.1 476.8  8.3   4.7   0 : D
126.1 481.4  8.3   5.2   0 : ÷
126.1 486.6  8.3   2.3   0 : Õ
126.1 489.1  8.3   4.7   0 : ú
126.1 493.5  8.3   2.3   0 : \03
126.1 496.2  8.3   7.0   0 : 0
126.1 503.2  8.3   2.3   0 : L
126.1 505.8  8.3   4.7   0 : N
126.1 510.3  8.3   2.8   0 : W
126.1 512.8  8.3   4.7   0 : D
126.1 517.4  8.3   3.3   0 : U
126.1 520.5  8.3   2.3   0 : Õ
126.1 523.2  8.3   2.3   0 : \03
126.1 525.7  8.3   2.8   0 : \0b
126.1 528.3  8.3   7.5   0 : P
126.1 536.0  8.3   7.5   0 : P
126.1 543.7  8.3   2.8   0 : \0c
 
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 
Vaporization 
(mm) 
0,2   
 
106  162,7 213,5 259  239,5 166,6 102  53,6 34,5 
>1337.6
 
Average 
Total 
Monthly 
Precipitation 
(mm) 
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 
Daily 
Maximum 
Vaporization 
(mm) 
0,2 0 
0 
12,5 13 
16,4 17,5 
14 
11 
8,5 10  5,2 
17 
Source: State Meteorological Works Directorate General, 1975-2
006, Çanakkale Meteorology Station 
Page  61
 
61
Data  
0
5
0
100
1
50
2
00
250
3
00
12
3
4
56
7
8
9
10
11
12
Aylar
Ortalama Buharla ma (mm)
Günlük En Çok Buharla ma (mm)
 
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 
Humidity (%) 
83 81 80 79 77 72 68 69 72 77 82 83 
76 
Minimum Relative 
Humidity (%) 
36 26 24 23 14 11 24 13 21 24 24 39 
11 
Source: State Meteorological Works Directorate General, 1975-2
006, Çanakkale Meteorology Station 
Data  
Page  62
 
62
0
10
20
30
40
50
60
70
80
90
123
45
67
89
10
11
12
Aylar
142.2 561.8  8.0   6.3   0 : 2
142.2 567.9  8.0   3.1   0 : U
142.2 571.1  8.0   2.7   0 : W
142.2 573.5  8.0   4.5   0 : D
142.2 577.8  8.0   2.3   0 : O
142.2 580.3  8.0   4.5   0 : D
142.2 584.5  8.0   7.1   0 : P
142.2 591.9  8.0   4.5   0 : D
142.2 596.3  8.0   2.3   0 : \03
142.2 598.7  8.0   5.8   0 : %
142.2 604.2  8.0   4.5   0 : D
142.2 608.5  8.0   5.0   0 : ÷
142.2 613.4  8.0   2.3   0 : Õ
142.2 615.9  8.0   2.3   0 : O
142.2 618.3  8.0   2.3   0 : \03
142.2 620.9  8.0   5.8   0 : 1
142.2 626.4  8.0   4.5   0 : H
142.2 630.7  8.0   7.1   0 : P
142.2 638.0  8.0   2.3   0 : \03
142.2 640.5  8.0   2.7   0 : \0b
142.2 642.9  8.0   7.1   0 : \08
142.2 650.4  8.0   2.7   0 : \0c
 
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 
snow cover  
1.8 
1.7 
0.6 
       0 
1.5 
5.6 
Maximum Snow Cover 
Thickness (cm) 
63 
30 
24 
        32 
63 
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 
stormy days  
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 
Source: State Meteorological Works Directorate General, 1975-
2006, Çanakkale Meteorology Station Data  
Page  63
 
63
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  
(m/sec) 
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 
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 Distri
ct, Kavakl tepe Village. The 
allocation from the Treasury of Finance of the immovable property out of register with the 
area of  90 440m
2 
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.  
Page  64
 
64
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 
Bal kdere, 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. 
Bal kl dere 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, 
Page  65
 
65
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 Y lmaz,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, 
Sar köy 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 Ea
rthquake (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 Sar köy  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, altho
ugh 
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.   
Page  66
 
66
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 
Page  67
 
67
 
Figure 11 Earthquake Map  
Legend 
 
Project area is involved in the 1
st
 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. 
Page  68
 
68
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 
Page  69
 
69
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.  
 
 
 
Page  70
 
70
 
Figure 12 Vegetation Formation of Mediterranean Plant Geography Region 
Page  71
 
71
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 communi
s), 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 blac
kthorn, hay t 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
), hay t (
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, 
Page  72
 
72
involved in the (Bern Convention) on the Conservation of European wildlife and natural 
habitats Apendix-1 was met.  
  
Table 43 
Flora 
S
p
e
c
i
e
 
N
o
 
S
p
e
c
i
e
 
I
n
 
T
u
r
k
i
s
h
 
 
L
o
c
a
l
 
N
a
m
e
 
 
P
l
a
n
t
 
G
e
o
g
r
a
p
h
i
c
a
l
 
 
R
e
g
i
o
n
 
H
a
b
i
t
a
t
 
P
r
o
p
o
r
t
i
o
n
a
l
 
 
A
b
u
n
d
a
n
c
e
 
 
E
n
d
e
m
i
s
m
 
B
e
r
n
 
D
a
n
g
e
r
 
C
l
a
s
s
 
D
e
t
e
r
m
i
n
a
t
i
o
n
 
 
M
e
t
h
o
d
 
 
Amaranthaceae 
– Güzelhatun
çiçe igiller
 
  
  
  
  
  
  
  
  
  
1 
Amaranthus retroflexus  
  
  
- 
7 
2 
D 
- 
- 
L 
 
A
nacardiaceae  
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
2 
Rhus coriaria  
Somak Mavru 
(Akseki) 
- 
5 
1 
D 
- 
- 
G 
 
Apiaceae – Maydanozgiller 
  
  
  
  
  
  
  
  
  
3
 
D
aucus carota  
  
  
- 
5 
3 
D 
- 
- 
L 
 
Asteraceae – Papatyagiller 
  
  
  
  
  
  
  
  
  
4 
Centaurea solstitialis 
subsp.
 solstitialis  
Zerdali dikeni 
  
- 
7 
2 
D 
- 
- 
L 
5 
Chondrilla juncea 
var.
 juncea  
Sak z otu
 
Çöpkanak (Silifke) 
- 
5 
3 
D 
- 
- 
G 
6 
Cichorium intybus  
Ak hindiba 
Güneyik (Ladik) 
- 
8 
2 
D 
- 
- 
G 
7
 
Cirsium arvense 
subsp.
 vestitum  
  
Çah r (Kangal)
 - 
5 
2 
D 
- 
- 
L 
8 
Senecio vernalis 
Kanaryaotu Ekinotu 
(Kemah)  - 
7 
2 
D 
- 
- 
L 
9 
T
araxacum 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 –
 Sarma  kgiller
 
  
  
  
  
  
  
  
  
  
14 
Convolvulus arvensis  
Çad r çiçe  i
 
Ham za (Bala)
 - 
5 
3 
D 
- 
- 
G 
 
Cupressaceae – Servigiller 
  
  
  
  
  
  
  
  
  
15 
Juniperus oxycedrus 
subsp.
 oxycedrus  
Ard ç
  
 
- 
3 
2 
D 
- 
- 
G 
 
Dipsacaceae –
 Fesçitara  giller
 
  
  
  
  
  
  
  
  
  
16 
Scabiosa argentea 
G c k 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 
–
 Kay ngiller
 
  
  
  
  
  
  
  
  
  
21 
Quercus coccifera  
Kermes me esi
  
 
Med. 
2 
3 D 
- 
- 
G 
22 
Quercus infectoria 
subsp.
 boissieri  
Maz  me esi
  
- 
5 
2 
D 
- 
- 
L 
23 
Quercus ithaburensis 
subsp.
 macrolepis  
Anadolu palam
ut me esi
  
E. Med.
 
3 3 
D - -  G 
 
Lamiaceae –
 Ball babagiller
 
  
  
  
  
  
  
  
  
  
24 
Ajuga chamaepitys 
subsp.
 chia 
var.
 chia  
K sa Mahmutçuk
  
 
- 
5 3 
D 
- - L 
 
Oleaceae – Zeytingiller 
  
  
  
  
  
  
  
  
  
25 
Phillyrea latifolia  
Akçakesme Kesme 
(Mersin) 
Med. 
2 
2 
D 
- 
- 
G 
 
Pinaceae 
– Çamgiller 
  
  
  
  
  
  
  
  
  
26 
Pinus brutia  
K z lçam
  
 
E.Med.
 
1 1 
D  
   
  L 
 
Poaceae –
 Bu daygiller
 
  
  
  
  
  
  
  
  
  
27 
Cynodon dactylon 
var.
 dactylon  
Büyük ayr k otu
  
 
- 
5 
3  D 
- 
- 
L 
28 
Dactylis glomerata 
subsp.
 hispanica  
  
  
- 
7 
4 
D 
- 
- 
L 
29 
Hordeum bulbosum  
  
Yalanc  karpuz (Ovac k)
 - 
5 3 
D - - L 
30 
Poa bulbosa  
  
  
- 
8 
3 
D 
- 
- 
L 
31 
Stipa bromoides  
  
K rt l (Kemah)
 - 
5 
3 
D 
- 
- 
L 
 
Scrophulariaceae –
 S racaotugiller
 
  
  
  
  
  
  
  
  
  
32 
Veronica polita  
  
  
- 
5 
2 
D 
- 
- 
L 
 
Abbreviations  
Habitat  
Danger Classes (IUCN) 
source 
1.  Forest, surroundings and sides  
RE (Regionally extinct)  
L Literature 
Page  73
 
73
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 B rak lm   Yerler
 
V
U (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. Y l 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 Ku lar  K rm z  
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 
Convention
6
 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
 [K Z RO  LU]
 
5
 [DEM RSOY, a]
 
6
 [BERN] 
7
 [ÇOB, k] 
Page  74
 
74
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  
S
p
e
c
i
e
 
 
N
o
 
I
n
 
L
a
t
i
n
 
 
I
n
 
T
u
r
k
i
s
h
 
I
n
 
E
n
g
l
i
s
h
 
 
H
a
b
i
t
a
t
 
P
o
p
u
l
a
t
i
o
n
 
 
c
o
n
c
e
n
t
r
a
t
i
o
n
 
I
U
C
N
 
R
D
B
 
B
e
r
n
 
A
V
L
 
S
t
a
t
u
s
 
E
n
d
e
m
i
s
m
 
S
i
t
u
a
t
i
o
n
 
S
o
u
r
c
e
 
 
 
Ordo: Gruiformes 
Turnams lar
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Fam: Rallidae 
Yelvegiller 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
1 
Sp:
 
Crex crex 
 
B ld rc nk lavuz
u Corncrake  SA 
- 
V 
A-4 Appendix-II
 
Appendix-I
 
G, T 
- 
L 
 Ordo: 
Charadriiformes 
Ya murku lar 
 
  
  
  
  
  
  
  
  
  
  
 Fam: 
Charadriidae 
Ya murku ugiller
 
  
  
  
  
  
  
  
  
  
  
2 
Sp:
 
Arenaria interpres 
 
Ta çeviren
 Turnstone 
SA 
- 
R, 
K 
A-4' 
Appendix-II
 
Appendix-I
 
T - 
L 
3 
Sp:
 Vanellus vanellus 
 
K zku u
 Lapwing 
SA 
- 
V 
A-4 
Appendix-
III
Appendix-
II
Y, KZ 
- 
L 
 Fam: 
Scolopacidae 
Çullukgiller 
  
  
  
  
  
  
  
  
  
  
4 
Sp:
 Philomachus pugnax 
 
Dö  ü kenku 
 Ruff 
SA - R, 
K 
A-4' 
Appendix-
III
Appendix-
II
T, KZ 
- 
L 
5 
Sp:
 
Tringa erythropus
 
Pas renkli k z lbacak
Spotted Redshank
SA - R, 
K 
A-4' 
Appendix-
III
Appendix-
II
T, KZ 
- 
L 
 Fam: 
Phalaropodidae 
Kumku ugiller
 
  
  
  
  
  
  
  
  
  
  
6 
Sp:
 
Phalaropus lobatus
 
K z lboyun kumku u
Red-Necked 
Phalarope 
Dn, SA 
- 
R, K 
A-4 
Appendix-II
 
Appendix-I
 
T - 
L 
 Fam: 
Laridae 
Evserçesi 
  
  
  
  
  
  
  
  
  
  
7 
Sp:
 
Larus cachinnans
 
Gümü imart 
 
Yellow-
Legged 
Gull 
SA - - A-4' 
Appendix-
III
Appendix-
II
Y - 
L 
 Ordo: 
Galliformes 
Tavuklar 
  
  
  
  
  
  
  
  
  
  
 Fam: 
Phasianidae 
Tavuksular 
  
  
  
  
  
  
  
  
  
  
8 
Sp:
 
Coturnix coturnix 
 
B ld rc n
 Quail 
ÇB, St 
- 
V 
A-4 
Appendix-
III
Appendix-
III
G, Y 
- 
d 
 Ordo: 
Passeriformes 
Ötücü ku lar
 
  
  
  
  
  
  
  
  
  
  
 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 
S   rc kgiller
 
  
  
  
  
  
  
  
  
  
  
11
 
Sp: 
Sturnus vulgaris
 
S    rc k 
 Starling 
ÇB, 
St 
- 
O 
- 
- Appendix-
II
Y - 
L 
 Fam: 
Sylviidae 
Ötle engiller
 
  
  
  
  
  
  
  
  
  
  
12
 
Sp: 
Acrocephalus palustris 
 
Batakl k saz ard çku u
Marsh Warbler
SA, ÇB 
- 
O 
- 
Appendix-II
 
Appendix-I
 
G - 
L 
13
 
Sp: 
Cisticola juncidis 
 
Yelpazekuyruk 
Fan-Tailed 
Warbler 
SA, ÇB 
- 
O 
- 
Appendix-II
 
Appendix-I
 
G - 
L 
 Fam: 
Passeridae 
Serçegiller 
  
  
  
  
  
  
  
  
  
  
14
 
Sp: 
Passer hispaniolensis 
 
Batakl kserçesi
 
Spanish Sparrow
SA, St 
- 
O 
- 
Appendix-
III
Appendix-
II
Y - 
L 
15
 
Sp: 
Passer domesticus 
 
Evserçesi 
House Sparrow
ÇB - O 
- - 
Appendix-
III
Y - 
L 
Source: 
[BOYLA] [DEM RSOY, a] [K Z RO  LU] [ROSELAAR] [Y    T] [TÜB TAK, a]
 
Page  75
 
75
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
p
e
c
i
e
 
 
N
o
 
I
n
 
L
a
t
i
n
 
I
n
 
T
u
r
k
i
s
h
 
H
a
b
i
t
a
t
 
P
o
p
u
l
a
t
i
o
n
 
 
C
o
n
c
e
n
t
r
a
t
i
o
n
 
 
I
U
C
N
 
E
R
L
 
B
e
r
n
 
E
n
d
e
m
i
s
m
 
S
t
a
t
u
s
 
S
o
u
r
c
e
 
  
Classis: Amphibia 
 ki Ya aml lar
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
  
Ordo: Urodela 
Kuyruklukurba alar
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
  
Subordo: Salamandroidea 
Semenderler 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
  
Fam: Salamandridae 
Hakikisemenderler 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
1 
Subsp:
 Triturus vittatus ophryticus
Bantl  tarakl semender
 
In still and slowly flowing cold waters 
  
nt 
nt 
Appendix-III
 
- L 
  
Fam: Bufonidae 
Karakurba alar 
 
  
  
  
  
  
  
  
2 
Sp:
 Bufo bufo bufo
 
Si  illi kurba  a
 
Areas with rare plants or forestry land 
under moist stones  
2 nt 
nt 
Appendix-III
 
- L 
3 
Sp:
 Bufo viridis 
 
Gece kurba
 as 
 
Gardens, open stony areas, close to water 
2 
nt nt Appendix-II -  L 
  
Fam: Hylidae 
Yaprak kurba alar 
 
  
  
  
 
 
  
  
 
 
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]
 
[TÜB TAK, a] [DEM RSOY, a]
 
Abbreviations  
Danger Classes (IUCN) 
Source  
EX (Extinct)  
L Literature 
Page  76
 
76
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
p
e
c
i
e
 
 
N
o
 
I
n
 
L
a
t
i
n
 
I
n
 
T
u
r
k
i
s
h
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
H
a
b
i
t
a
t
 
P
o
p
u
l
a
t
i
o
n
 
C
o
n
c
e
n
t
r
a
t
i
o
n
 
 
I
U
C
N
 
E
R
L
 
B
e
r
n
 
A
V
L
 
E
n
d
e
m
i
s
m
 
S
t
a
t
u
s
 
 
S
o
u
r
c
e
 
 
 
Classis: Reptilia 
Sürüngenler 
  
  
  
  
  
  
  
  
 
 
Subclassis: Anapsida 
  
  
  
  
  
  
  
  
  
 
 
Ordo: Chelonia 
Kaplumba alar
 
  
  
  
  
  
  
  
  
 
 
Fam: Testudinidae 
Tosba alar
 
  
  
  
  
  
  
  
  
1
Sp:
 
Testudo graeca 
 
Tosba  a
 
Dry, stony and sandy areas, 
in vineyards and gardens  
1 
nt 
nt 
Appendix-II 
Appendix-I - 
L 
 
 
Subordo: Lacertilia 
Kertenkeleler  
  
  
  
  
  
  
  
  
 
 
Fam: Anguinidae 
Y lan ms  kertenkeleler
  
  
  
  
  
  
  
  
2 
Sp: 
Anguis fragilis
 
Y lan ms  Kertenkele 
 
forestry, macquis, brush and 
under stones  
2 
nt 
nt 
Appendix-III 
Appendix-I 
- 
D 
  
Fam: Gekkonidae 
Ev Kelerleri 
  
  
  
  
  
  
  
  
3 
Subsp:
 Hemidactylus turcic
us turcicus
Geni  Parmakl  Keler
 
Under stones, between rocks  
  
nt 
nt 
Appendix-III 
Appendix-I 
- 
L 
  
Fam: Lacertidae 
As l Kertenkeleler
 
  
  
  
  
  
  
  
  
4 
Sp: 
Lacerta saxicola
 
Kaya Kertenkelesi 
Deep forests, naked and open 
areas, rocky land  
2 
nt 
nt 
Appendix-III 
- 
- 
L 
5 
Subsp: 
Lacerta viridis meridionalis
 
Küçük Ye il Kertenkele
Sunny open areas in forests and 
brush 
 
1 
nt nt Appendix-II 
 Appendix-I -  L 
  
Subordo: Ophidia 
Y lanlar
 
  
  
  
  
  
  
  
  
  
Fam: Colubridae 
  
  
  
  
  
  
  
  
  
6 
Subsp: 
Elaphe quatuorlineata
 
sauromates
Sar y lan
 
Rare forestry, brush, stony areas 
 
2 nt 
nt 
Appendix-II 
Appendix-I 
- 
L 
7 
Subsp:
 
Coronella austriaca austriaca
 
Güneyy lan 
 
Stony and sandy areas at the 
side of meadows and forests  
1 
nt 
nt 
Appendix-II 
Appendix-I 
- 
L 
  
Fam: Typlopidae 
Köry lanlar
 
  
  
  
  
  
  
  
  
8 
Sp:
 
Typhlops vermicularis 
 
Köry lan 
 
In moist soil and under stones  
2 
nt 
nt 
Appendix-III 
Appendix-I 
- 
L 
Source: 
[DEM RSOY, b] [DEM RSOY, a] [Y    T] [TÜB TAK, a]
 
Abbreviations  
Danger Classes (IUCN) 
Source  
EX (Extinct)  
L Literature 
E (Endangered)  
G Observation 
Page  77
 
77
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
p
e
c
i
e
 
 
N
o
 
I
n
 
L
a
t
i
n
 
I
n
 
T
u
r
k
i
s
h
 
H
a
b
i
t
a
t
 
P
o
p
u
l
a
t
i
o
n
 
 
C
o
n
c
e
n
t
r
a
t
i
o
n
 
I
U
C
N
 
E
R
L
 
B
e
r
n
 
A
V
L
 
E
n
d
e
m
i
s
m
 
S
t
a
t
u
s
 
S
o
u
r
c
e
 
 
 
Classis: Mammalia 
Memeliler 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Ordo: Artiodactyla 
Çifttoynakl lar
 
  
  
  
  
  
  
  
  
 
 
Subordo: Nonruminantia 
Gevi getirmeyenler
 
  
  
  
  
  
  
  
  
 
 
Fam: Suidae 
Eskidünya domuzlar 
 
  
  
  
  
  
  
  
  
1 
Subsp: 
Sus scrofa scrofa
 
Yabani domuz 
In any environment mostly in 
forests 
 
2 
nt nt - 
Ek-III 
-  L 
  
Ordo: Carnivora 
Y rt c lar
 
  
  
  
  
  
  
  
  
  
Fam: Canidae 
Kurtlar ve Köpekler 
  
  
  
  
  
  
  
  
2 
Sp:
 
Vulpes vulpes
 
K z ltilki
 
In every type of habitat 
2 
nt nt - 
Appendix-III - 
L 
  
Fam: Mustelidae 
Sansarlar 
  
  
  
  
  
  
  
  
3 
Sp: 
Mustela nivalis
 
Gelincik 
Forest, brush, rock, inhabited 
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 
  
  
  
  
  
  
  
  
4 
Sp: 
Pipistrellus pipistrellus
 
Cüceyarasa 
Forest, open areas, cultural 
lands, 
parks 
etc. 
3 
V V Appendix-III
 
Appendix-I - L 
  
Ordo: Insectivora 
Böcekçiller 
  
  
  
  
  
  
  
  
  
Fam: Erinaceidae 
Kirpiler 
  
  
  
  
  
  
  
  
5 
Sp: 
Erinaceus concolor
 
Kirpi  
Vineyard, garden, cultural land 
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 
7 
Sp:
 
Sorex araneus
 
Orman Sivrifaresi 
Every type of habitat, forestry, 
brushy sites  
2 
nt 
nt 
Appendix-III
 
- - 
L 
  
Ordo: Lagomorpha 
Tav anlar
 
  
  
  
  
  
  
  
  
  
Fam: Leporidae 
Tav anlar
 
  
  
  
  
  
  
  
  
8 Sp:
 
Lepus europaeus
 
Yabanitav an
 Every 
type 
of 
habitat 
3 
nt 
nt 
Appendix-III
 
Appendix-III - 
L 
  
Ordo: Rodentia 
Kemiriciler 
  
  
  
  
  
  
  
  
  
Subordo: Myomorpha 
Fare Benzeri Kemiriciler 
  
  
  
  
  
  
  
  
  
Fam: Cricetidae 
Hamsterler 
  
  
  
  
  
  
  
  
9 
Sp:
 Cricetulus migratorius
 
Cüce Avurtlak 
Meadows, farms, steppe and 
damaged forest  
1 
nt 
nt 
- - 
- 
L 
  
Fam: Muridae 
Fareler 
  
  
  
  
  
  
  
  
Page  78
 
78
S
p
e
c
i
e
 
 
N
o
 
I
n
 
L
a
t
i
n
 
I
n
 
T
u
r
k
i
s
h
 
H
a
b
i
t
a
t
 
P
o
p
u
l
a
t
i
o
n
 
 
C
o
n
c
e
n
t
r
a
t
i
o
n
 
I
U
C
N
 
E
R
L
 
B
e
r
n
 
A
V
L
 
E
n
d
e
m
i
s
m
 
S
t
a
t
u
s
 
S
o
u
r
c
e
 
1
0 
S
p:
 Apodemus sylvaticus
 
Ormanfaresi 
Abundant herby areas other 
than the cultural land, under 
b
rushes  
2 
nt nt - 
- 
- 
L
 
1
1 Subsp: 
M
us musculus musculus
 
Do  ufaresi
 
Inhabited area and 
s
urroundings, open area  
3 
nt 
nt 
- 
- 
- 
L 
12 
Sp: 
Rattus norvegicus
 
Kahverenklis çan
 
Inhabited area, inside soil  
3 
nt 
nt 
- 
- 
- 
L 
Source: 
[DEM RSOY, c] [DEM RSOY, a] [Y    T] [TÜB TAK, 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 1
st
 grade natural site, and the agricultural 
land as 2
nd
 grade natural site. 
In the surroundings of Seddülbahir  Village, Teke and Hisarl k Forelands,  Ertu  rul,  
Morto,   kiz Bays,  Alç tepe,  Kerevizdere,  Z    ndere  and in the northeast Ar burnu,  
Conkbay r , Kocaçimen,  Kanl s rt,  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 
Hi
sarl ktepe 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.  
Page  79
 
79
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 
Page  80
 
80
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.  
Page  81
 
81
 
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 Ka
vakl tepe Village, and at a distance of 
5km to Gelibolu district center. The project area is 90.440 m
2
, 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 
Page  82
 
82
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:  
ƒ\03
Solid Waste Landfill Lots 
ƒ\03
Plant entrance (Accsess Gate and Security Control Unit) 
ƒ\03
Waste Acceptance Central Building and Weighbridge 
ƒ\03
Administration Building  and Maintenance Repair Workshop Building  
ƒ\03
Wheel Washing Unit  
ƒ\03
Infrastructure 
ƒ\03
Potable and Service Water System  
ƒ\03
Waste Water and Sewage System  
ƒ\03
Energy, Illumination System and Transformer Building 
ƒ\03
Communication System  
ƒ
\03
Excavation Surplus Deposit
 
Area
 
 
ƒ\03
Car Parking  
ƒ\03
Plant Protective Fence and Forestation  
ƒ\03
Roads 
ƒ\03
Waste Battery Temporary Storage Cell  
ƒ\03
Packaging Waste Sorting Facility  
ƒ\03
Fire Extinguishing System  
ƒ\03
Surface Water Drainage System  
ƒ\03
Leachate Water Drainage System  
ƒ\03
Leachate Water Collection Pool  
ƒ\03
Re-circulation System for Leachate Water 
ƒ\03
Leachate Water Treatment Plant and Units   
ƒ\03
Landfill Gas Drainage System  
ƒ\03
Landfill Gas Collection System  
ƒ\03
Landfill Gas Combustion System  
ƒ\03
Observations 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. 
Page  83
 
83
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 
Page  84
 
84
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. 
 
¾\03
Regulation 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\03
“Regulation for Solid Waste Control” published in the Official Journal dated 
14.03.1991 number 20814 and entered into force, 
¾\03
“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, 
¾\03
Occupational Health and Safety Regulation, published in the Official Journal 
dated 09.12.2003 and number 25311, and entered into force, 
¾\03
 
“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\03
“Regulation for Water Pollution Control” published in the Official Journal dated 
31.12.2004 and number 25687 and entered into force, 
¾\03
“Used Oil Control Regulation” published in the Official Journal dated 21.01.2004 
and number 25353 and entered into force. 
¾\03
“Waste battery and Accumulator Control Regulations” published in the Official 
Journal dated 31.08.2004 and number 25569 and entered into force,  
¾\03
“Regulation for Air Quality Protection” published in the Official Journal dated 
01.11.2004 and number 19269, and entered into force, 
¾\03
“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, 
¾\03
Regulation for Medical Waste Control” published in the Official Journal dated 
22.07.2005 and number 25883 and entered into force, 
¾\03
“Assessment and Management of Environmental Noise Regulation” published in 
the Official Journal dated 01.07.2005 and number 25862, and entered into force, 
¾\03
“Hazardous Waste Control Regulations” published in the Official Journal dated 
14.03.2005 and number 25755 and entered into force,  
Page  85
 
85
¾\03
“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\03
“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\03
 
“Regulation for Industrial Originated Air Pollution” published in the Official 
Journal dated 22.07.2006 and number 26236; and entered into force, 
¾\03
“Regulation for Packaging Waste Control” published in the Official Journal dated 
24.06.2007 and number 26562,  
 
¾\03
Regulation 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\03
“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.  
¾\03
Occupational 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\03
 
“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\03
“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. 
Page  86
 
86
¾\03
“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.  
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Page  87
 
87
CHAPTER 2 ENVIRONMENTAL MANAGEMENT PLAN 
(EMP) 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
GELIBOLU MUNICIPALITY 
SOLID WASTE  
DISPOSAL PLANT  
ENVIRONMENTAL 
MANAGEMENT PLAN 
Page  88
 
88
 
Canakkale Province, Gelibolu District 
Kavakl tepe Village
 
Ankara, 2007 
 
 
 
                                    
EKOÇEVRE PROJE YÖNET M  VE 
 
                                   LABORATUVAR H ZMETLER  LTD.  T .
 
   
 
Address: 
 
O  uzlar Mahallesi
 
Ceyhun At f 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:
 
ekocevre@ekocevre.com.tr
 
 
 
 
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…………………………………………………… 
 
Descr
iption…………………………………………………………………………..  
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 
Page  89
 
89
 
 
 
 
 
 
 
 
Page  90
 
90
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, Kavakl tepe Village
 
The Institution Prepared the Report 
EKOÇEVRE  Proje Yönetimi ve Laboratuar Hizmetleri Ltd. 
 ti.
 
 
Name 
Surname Profession Trade 
Association 
Association 
Registry 
Number 
Signature 
Öznur TU  CU
 
MSc Landscape 
Engineer 
Chamber of 
Landscape 
Architects 
2732 
 
Bülent 
BAYRAKTAR
O  LU
 
MSc Mining 
Engineer 
Chamber of Mining 
Engineers 
7610 
 
Nesibe YILMAZ 
Environmental 
Engineer 
Chamber of 
Environmental 
Engineers 
3832 
 
Mehtap D LEK
 
Geological 
Engineer 
Chamber of 
Geological 
Engineers 
10805 
 
Özge MUTAF 
 
 
Environmental 
Engineer 
Chamber of 
Environmental 
Engineers 
5019 
 
 
 
 
 
 
 
 
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 
Page  91
 
91
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 Kavakl tepe 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 Kavakl tepe 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 Kavakl tepe Village, 
is 2 km, and its distance to Gelibolu district centre is about 5km.  
A land with an area of 90.440 m
2 
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  m
2
. 
Approximately in a total landfill area of  43837,0 m
2 
 is designed 2 lots (Lot 1 22973,8 
m
2
, Lot 2  20863,2 m
2 
 as landfill cells. Within the scope of the 17 years projection, first lot is 
designed of a capacity to storage 361.806 m
3 
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 
Page  92
 
92
area which does not have heavy tourist traffic is out of the tourism areas and centres; and no 
natural and cultural a
sset 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 
Page  93
 
93
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. 
Page  94
 
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100
 
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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Page  105
 
105
 
 
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 
Page  106
 
106
“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 
Page  107
 
107
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  
ANALYSIS  
ASSESSMENT 
Informing the Plant 
Sampling 
ANALYSIS 
Completion of the Monitoring
 
Stopping the Plant 
Page  108
 
108
 
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 Munici
pality 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? 
Page  109
 
109
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 
GEL BOLU MUN C PAL TY
 
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 
Page  110
 
110
Date of the Meeting: 10.08.2007 
ARZU A 
 
Announcement Manager  
(Signature) 
REPUBLIC of TURKEY 
GEL BOLU MUN C PAL TY
 
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 Ayd n                                             
            Olcay Üstün 
Desk 
Editor 
 
     
 
 
Deputy 
Mayor 
(Signature) 
     
 
 
(Signature) 
The Written Document to the District Governorship related to the Meeting 
 
 
REPUBLIC of TURKEY 
ÇANAKKALE PROVINCE 
                                           GEL BOLU MUN C PAL TY
 
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 Kavakl tepe Village. We kindly request your order and permission for the declarati
on 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 ZENG N
 
       (Signature) 
 
06.08.2007  
Directorate of Drinking Water Facilities 
E. AYDIN 
(Signature) 
 
Announcement Text 
 
 
 
Page  111
 
111
                                            
 
                                                         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 Kavakl tepe 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 
   
GEL BOLU / ÇANAKKALE
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
List of Participants of Meeting 10.06.2007 
Page  112
 
112
 
 
Page  113
 
113
 
 
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 Kavakl tepe 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 
   
GEL BOLU / ÇANAKKALE
 
 
 
 
 
             
         Ay Y ld z
 
 
“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 Kavakl tepe 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 
Page  114
 
114
   Assembly 
Room 
   
GEL BOLU / 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 Introductio
n: 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?  
Page  115
 
115
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 neg
ative impacts on the nearest settlement (Kavakl tepe 
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 
GEL BOLU MUN C PAL TY
 
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 
Page  116
 
116
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 
GEL BOLU MUN C PAL TY
 
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 Ayd n                                                         Ol
cay 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 Kavakl tepe 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 
   
GEL BOLU / ÇANAKKALE
 
 
 
 
 
 
 
 
 
 
 
 
 
 
List of Participants of Meeting 02.06.2008 
Page  117
 
117
 
 
Page  118
 
118
 
 
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 Kavakl 
tepe 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 
   
GEL BOLU / ÇANAKKALE
 
 
 
 
 
                      Ay Y ld z
 
 
“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 Kavakl tepe 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 
Page  119
 
119
Date of the Meeting:    10.00 
Venue of the Meeting: Gelibolu Municipality 
   Assembly 
Room 
   
GEL BOLU / ÇANAKKALE
 
Page  120
 
120
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 
 
Page  121
 
121
(
INCLUDED EIA
) 
 
The END CHAPTER 2 ENVIRONMENTAL MANAGEMENT PLAN (EMP) 
 
 
 
 
 
 
 
 
 
 
 
 
Page  122
 
122
Appendixes 
Page  123
 
123
ƒ\03
Appendix 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, Kavakl tepe Village
 
The Institution Prepared the Report 
EKOÇEVRE  Proje Yönetimi ve Laboratuar Hizmetleri Ltd. 
 ti.
 
 
Name 
Surname Profession Trade 
Association 
Association 
Registry 
Number 
Signature 
Page  124
 
124
Name 
Surname Profession Trade 
Association 
Association 
Registry 
Number 
Signature 
Öznur TU  CU
 
MSc Landscape 
Engineer 
Chamber of 
Landscape 
Architects 
2732 
 
Nesibe YILMAZ 
Environmental 
Engineer 
Chamber of 
Environmental 
Engineers 
3832 
 
Mehtap D LEK
 
Geological 
Engineer 
Chamber of 
Geological 
Engineers 
10805 
 
Özge MUTAF 
 
Environmental 
Engineer 
Chamber of 
Environmental 
Engineers 
5019 
 
 
Page  125
 
125
ƒ\03
Öznur 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 
UNIVERSITY/DEPARTMENT OF  
Ankara University, Faculty of Agriculture 
Landscape Architecture Department 
HOME/WORK ADRESS  
Serdar Mühendislik Çevre ve At k Yönetimi 
 n aat Taahhüt Sanayi ve Ticaret Ltd.  ti.
 
Page  126
 
126
T.R. IDENTITY NO  
13222319980 
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  
oznur@serdarmuhendislik.com.tr 
 
WORKED IN 
INSTITUTIONS/ORGANIZATIONS  
-
 Serdar Müh. Mü .  n . San. 
Ve Tic. Ltd. 
 ti. 
 
-
 Betonel A. . 
 
BRIEF CV  
-
 Bodrum Gümbet Landscape Project  
-
 Bafa, K z l
da , Gölcük, Kovada, 
Yaz l
 kanyon, Long Term Development 
Plan 
-
 Classification of Bird Habitats TUB TAK 
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. F KR  AKDEN Z
 
        
 
PROF DR. YALÇIN KEKEÇ 
(SIGNATURE) 
 
       
 (SIGNATURE) 
 
OFFICAL UNIVERSITY SEAL 
Page  127
 
127
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
 
Institu
te Secretary
 
(SIGNATURE)
 
Department approval
 
Prof. Dr. SEV L ALTAN
 
Head of Department
 
(SIGNATURE)
 
 
 
 
 
 
REPUBLIC OF TURKEY 
40
th
 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 
 
       ET MESGUT ELVANKENT ANKARA 
 
 
(SIGNATURE)   (SIGNATURE)   (SIGNATURE) 
 
I hereby certify that, according to the ID CARD issued by ET MESGUT 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  
GAR P and NAZ RE, born on 9.11.1975 in GERMANY, registered in the Province of 
ERZURUM, County of UZUNDERE, Village of D K
YAR, 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) 
 
 
Page  128
 
128
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 
: GAR P
  
QUARTER/VILL.: VILL. OF D KYAR
 
MOTHER’S NAME 
: NAZ RE
  
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 
  
 
 
 
Page  129
 
129
ƒ\03
Nesibe 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 
UNIVERSITY/DEPARTMENT OF  
F rat University Faculty of Engineering 
Department of environmental Engineering 
HOME/WORK ADRESS  
Serdar Mühendislik Çevre ve At k Yönetimi 
 n aat Taahhüt Sanayi ve Ticaret Ltd.   ti.
 
Page  130
 
130
T.R. IDENTITY NO  
43627107820 
 n aat 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  
yilmaznesibe@serdarmuhendislik.com.tr
 
WORKED IN 
INSTITUTIONS/ORGANIZATIONS  
-
 Ayde  er Mühendislik (Apprenticeship)
 
- Ankara Metropolitan Municipality 
(Apprenticeship) 
-
 Serdar Müh. Çevre ve At k 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 
NES BE 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 PEHL VAN 
  
PROF. DR. MEHMET HAMD  MUZ
 
(SIGNATURE) 
 
   (SIGNATURE) 
 
Page  131
 
131
(OFFICIAL SEAL OF UNIVERSITY) 
 
 
 
 
No. 13526 
 
 
TRUE COPY 
40
th
 PUBLIC NOTARY 
DOC NO. 02426 
(SEAL AND SIGNATURE) 
 
NAME 
NES BE
 
SURNAME YILMAZ 
FATHER’S NAME 
TACETT N
 
MOTHER’S NAME 
NAF A
 
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 
40
th
 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: NES BE YILMAZ
 
ADDRESS: M RALAY 
NAZIM BEY SK. NO: 129/1 
 
  
  
  
 
YEN MAHALLE/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 NES BE YILMAZ, daughter of TACETT N and 
Page  132
 
132
NAF A, born on 15.09.1979 in HORASAN, registered in the Province of ERZURUM, 
County of HORASAN, YEN MAHHALLE, 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) 
 
 
 
Page  133
 
133
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 
 
Page  134
 
134
ƒ\03
Mehtap D LEK
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 CV of Mehtap Dilek 
T.R. IDENTITY NO  
24751742002 
NAME and SURNAME 
Mehtap D LEK
 
FATHER’S NAME 
Kibar 
PLACE and DATE OF BIRTH  
Ankara 1978 
PROFESSION 
Geological Engineer 
FOREIGN LANGUAGE 
English 
GRADUATED FROM 
UNIVERSITY/DEPARTMENT OF  
Ankara University, Faculty of Engineering 
Department of Geological Engineering  
Page  135
 
135
T.R. IDENTITY NO  
24751742002 
HOME/WORK ADRESS  
Serdar Mühendislik Çevre ve At k Yönetimi 
 n aat 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  
mehtap_dilek @serdarmuhendislik.com.tr 
 
WORKED IN 
INSTITUTIONS/ORGANIZATIONS  
-
 Serdar Müh. Mü .  n . San. 
Ve Tic. Ltd. 
 ti. 
 
-
 TE A , 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 D LEK
 
Father’s/Mother’s name 
 
 
 
: HAVA/K BAR
 
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 D LEK
 
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)  
Page  136
 
136
Interim Graduation Certificate date and no: 05842  * 14.09.2005 
 
 
Dean Dr. 
R dvan BERBER
 
 
 
     (SEAL 
OF 
T.R.)
 (SIGNATURE) 
TRUE COPY DOC NO: 18784 
02 MAY 2006 
40
th
 PUBLIC NOTARY OF ANKARA 
(SEAL AND SIGNATURE)  
REPUBLIC OF TURKEY 
40
th
 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 D LEK
 
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 D LEK, daughter of 
K BAR and HAVA, born in 1978 in ANKARA, registered in
 the Province of ERZURUM, 
County of  SP R, 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) 
Page  137
 
137
UNION OF CHAMBERS OF TURKISH ENGINEERS AND ARCHITECTS  
CHAMBER OF GEOLOGICAL ENGINEERS  
MEMBERSHIP CARD 
(PHOTO) 
NAME SURNAME 
 
 
: MEHTAP D LEK
 
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:  SP R
 
FATHER’S NAME 
: K BAR
 
 
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 
  
  
Page  138
 
138
ƒ\03
Özge 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 
UNIVERSITY/DEPARTMENT OF  
Akdeniz University Faculty of Engineering 
Department of environmental Engineering 
Page  139
 
139
T.R. IDENTITY NO  
53458362220 
HOME/WORK ADRESS  
Serdar Mühendislik Çevre ve At k 
Yönetimi 
 n aat 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  
ozge@serdar.com.tr
 
WORKED IN 
INSTITUTIONS/ORGANIZATIONS  
-
  zmir Tahtal  Potable Water treatment 
Plant (Apprenticeship) 
-
  zmir Provincial Directorate of 
Environment and Forestry (Apprenticeship) 
-
 Serdar Müh. Çevre ve At k 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 
AKDEN Z UNIVERS TY
 
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 
:  ZM R           15/09/1983
 
Student No 
: 20010802004 
Faculty 
: FACULTY OF ENGINEERING 
Department/Program : 
ENVIRONMENTAL 
ENGINEERING 
Date of Graduation 
: 20/06/2006 
 
Page  140
 
140
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 
40
th
 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) 
Page  141
 
141
 
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  ZM R, registered in the Province of MAN SA, County of 
KULA, SEY TAL , with volume no 0005, fa
mily 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) 
 
 
 
 
 
 
 
 
 
Page  142
 
142
ƒ\03
Appendix B 
References 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Page  143
 
143
[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 
Bas mevi,  zmir
 
[BAYTOP]
 BAYTOP, T., 1994, Türkçe Bitki Adlar  Sözlü  ü, Türk Dil Kurumu 
Bas mevi, Ankara
 
[BERN]
 Avrupa Konseyi, 1979, Avrupa’ n n Yaban Hayat  ve Do  al Ya ama 
Ortamlar n  Koruma Sözle mesi (Bern Sözle mesi), 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’n n Ku lar , 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
 
[DEM RSOY, a]
 DEM RSOY, A., 2002, Genel Zooco  rafya ve Türkiye 
Zooco  rafyas , Meteksan A.   ., Ankara
 
[DEM RSOY, b]
 D
EM RSOY, A., 1996, Sürüngenler, Meteksan A.  ., Ankara
 
[DEM RSOY, c ]
 DEM RSOY, A., 1996, Memeliler, Meteksan A.  ., Ankara
 
[DEM RSOY, d]
 DEM RSOY, A., 1996, Amfibiler, Meteksan A.  ., Ankara
 
[EK M]
 EK M, T. ve ark., 2000, Türkiye Bitkileri K rm z  Kitab , Türkiye Tabiat n  
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 Universit
y Press, Edinburgh/ ngiltere
 
[K Z RO  LU]
 K Z RO  LU,  ., 1989, Türkiyenin Ku lar , Orman Genel Müdürlü  ü 
Bas mevi, Ankara
 
[ROSELAAR]
 ROSELAAR, C.S., 1995, Songbirds of Turkey, Pica Press,  ngiltere.
 
[TARIM] 
Tar m ve Köyi leri Bakanl     Köy Hizmetleri Genel Müdürlü  ü, Tokat  li 
Arazi Varl    , Tar m ve Köyi leri Bakanl     Köy Hizmetleri Genel Müdürlü  ü 
yay nlar , Ankara.
 
[ÇANAKKALE] 
T.C. Çanakkale Valili  i,  l Çevre ve Orman Müdürlü  ü, Çevre 
Durum Raporu, Çanakkale. 
[TÜB TAK, a]
 Türkiye Bilimsel ve Teknolojik 
Ara t rmalar Kurumu, Türkiye 
Taksonomik Tür Veri Taban  
http://bioces.tubitak.gov.tr, Ankara 
[TÜB TAK, b]
 Türkiye Bilimsel ve Teknolojik Ara t rmalar Kurumu, Türkiye 
Bitkileri Veri Servisi, http://www.tubitak.gov.tr/tubives/index.php
 
[TÜ K] 
Türkiye  statistik Kurumu, 2004, Çevre  statistikleri Hane Halk  Kat  At k 
Kompozisyon Ara t rmas  ve E  ilim Anketi, Ankara 
 
[Y    T]
 Y    T, N. ve ark., 2002, Çevresel Etki De  erlendirme “ÇED”, K lavuz, 
Ankara  
 
 
 
 
Page  144
 
144
ƒ\03
Appendix C 
Meetings(Including 
EMP-Annex)
 
 
 
 
 
 
Page  145
 
145
ƒ\03
Appendix D  
The Other 
Documents and Map 
 
 
 
 
 
 
 
Page  146
 
146
ƒ\03
Appendix D.1.  
General Layout  
 
 
  
 
 
 
 
 
 
 
 
Page  147
 
147
 
 
 
 
 
LEGEND 
1. Plant entrance (Accsess Gate and Security Control Unit)  
2. Energy, Illumination System and Transformer Building 
Page  148
 
148
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 
 
 
Page  149
 
149
 
Page  150
 
150
ƒ\03
Appendix D.2. 
Location  
 
 
 
 
 
  
 
 
 
 
 
 
Page  151
 
151
 
Page  152
 
152
ƒ\03
Appendix D.3. 
Satellite Photograph  
 
  
 
 
 
 
 
 
 
Page  153
 
153
 
P
r
o
j
e
c
t
 
A
r
e
a
 
Page  154
 
154
 
 
 
 
 
 
P
r
o
j
e
c
t
 
A
r
e
a
 
Page  155
 
155
ƒ\03
Appendix D.4. 
 
Topographic Map  
 
 
 
 
 
Page  156
 
156
 
 
Landfill Project Area
 
Old Landfill Area
 
Page  157
 
157
ƒ\03
Appendix D.5. 
 
Photos  
 
 
 
 
 
 
 
 
 
 
 
Page  158
 
158
 
Page  159
 
159
ƒ\03
Appendix D.6.  
Geological Map 
 
 
 
 
 
 
 
 
 
 
Page  160
 
160
Page  161
 
161
 
Page  162
 
162
ƒ\03
Appendix D.7.  
Meteorological 
Bulletin 
 
 
 
 
 
 
 
 
 
Page  163
 
163
 
 
Page  164
 
164
Page  165
 
165
 
 
 
 
 
 
Page  166
 
166
ƒ\03
Appendix D.8. 
 
Maximum 
Precipitation Values 
observed in Standard 
Times  
 
 
 
Page  167
 
167
 
Page  168
 
168
ƒ\03
Appendix D.9. 
Septic Tank Plan 
 
 
 
 
 
Page  169
 
169