ࡱ> Xi k N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h m gikOPQ;<prtvxz|~BDF H!!J""L##N$$P%%R&&T''V((X))Z**x+ \bjbj΀ &8C,Z,ZogFg4]h]h]h4kkkyp {$kTT"3{ =t'cQeQeQeQeQeQeQnZ]ReQ=]hW3{W3W3eQgg@S0FFFW3(gR]hcQFW3cQFF o% ;h"#>17k9j/OQSHT/2b]<b]#>#>b]]h?P0h1JFi1<1000eQeQ@J000TW3W3W3W3b]000000000,Z 5f:  Environmental and Social Impact Assessment (ESIA) for Awali-Beirut Water Conveyer Project (Study Update) Final Report Prepared by: Earth Link and Advanced Resources Development s.a.r.l. (ELARD) Submitted to: Council for Development and Reconstruction (CDR) Date of Submission: August 2, 2010 ELARD lebanonCouncil For Development and ReconstructionDocument Type:Assessment ReportProject Ref::Environmental and Social Impact AssessmentNo. of Pages: NUMPAGES \* Arabic \* MERGEFORMAT 227ESIA for Awali-Beirut Water Conveyer ProjectVersionFinal ReportApproved byRamez KayalGeneral ManagerReviewed by Ricardo KhourySenior Environmental SpecialistPrepared byRachad GhanemSenior Hydrogeologist/ Project ManagerHanadi MusharafiyehSocial EconomistWafaa HalabiSocio-EconomistBasma ShamesGeologist / Field CoordinatorCarlo BekhaziEnvironmental ConsultantGhada ChehabEnvironmental ExpertRana GhattasQuality Management ResponsibleDisclaimerThis report has been prepared by ELARD , with all reasonable skill, care and diligence within the terms of the contract with the client, incorporating our General Terms and Conditions of Business and taking account of the resources devoted to it by agreement with the client. The information contained in this report is, to the best of our knowledge, correct at the time of printing. The interpretations and recommendations are based on our experience, using reasonable professional skill and judgment, and based upon the information that was available to us. This report is confidential to the client and we accept no responsibility whatsoever to third parties to whom this report, or any part thereof, is made known. Any such party relies on the report at their own risk. Table of Contents  TOC \o "1-3" \h \z \u  HYPERLINK \l "_Toc268725978" Table of Contents  PAGEREF _Toc268725978 \h iii  HYPERLINK \l "_Toc268725979" List of Tables  PAGEREF _Toc268725979 \h viii  HYPERLINK \l "_Toc268725980" List of Figures  PAGEREF _Toc268725980 \h ix  HYPERLINK \l "_Toc268725981" Executive Summary  PAGEREF _Toc268725981 \h I  HYPERLINK \l "_Toc268725982" Introduction  PAGEREF _Toc268725982 \h I  HYPERLINK \l "_Toc268725983" Legal and Institutional Framework  PAGEREF _Toc268725983 \h I  HYPERLINK \l "_Toc268725984" Project Description  PAGEREF _Toc268725984 \h I  HYPERLINK \l "_Toc268725985" Environmental and Social Baseline Study  PAGEREF _Toc268725985 \h III  HYPERLINK \l "_Toc268725986" Public Consultation  PAGEREF _Toc268725986 \h IX  HYPERLINK \l "_Toc268725987" Environemntal and Social Impact Assessment  PAGEREF _Toc268725987 \h X  HYPERLINK \l "_Toc268725988" Environmental and Social Management Plan  PAGEREF _Toc268725988 \h XIII  HYPERLINK \l "_Toc268725989" 1. Introduction  PAGEREF _Toc268725989 \h 1-1  HYPERLINK \l "_Toc268725990" 1.1 Background Information  PAGEREF _Toc268725990 \h 1-1  HYPERLINK \l "_Toc268725991" 1.2 General Project Description and Location  PAGEREF _Toc268725991 \h 1-1  HYPERLINK \l "_Toc268725992" 1.3 ESIA Objectives  PAGEREF _Toc268725992 \h 1-2  HYPERLINK \l "_Toc268725993" 1.4 ESIA Report Structure  PAGEREF _Toc268725993 \h 1-3  HYPERLINK \l "_Toc268725994" 2. Legal and Institutional Framework  PAGEREF _Toc268725994 \h 2-1  HYPERLINK \l "_Toc268725995" 2.1 Introduction  PAGEREF _Toc268725995 \h 2-1  HYPERLINK \l "_Toc268725996" 2.2 Institutional Framework and Sector Organization in Lebanon  PAGEREF _Toc268725996 \h 2-1  HYPERLINK \l "_Toc268725997" 2.2.1 Institutional Framework for the Protection of the Environment  PAGEREF _Toc268725997 \h 2-1  HYPERLINK \l "_Toc268725998" 2.2.2 Main Public Stakeholders concerned with the project  PAGEREF _Toc268725998 \h 2-3  HYPERLINK \l "_Toc268725999" 2.2.3 Ministry of Energy and Water (MoEW)  PAGEREF _Toc268725999 \h 2-3  HYPERLINK \l "_Toc268726000" 2.2.4 Ministry of Public Works and Transportation (MoPWT)  PAGEREF _Toc268726000 \h 2-4  HYPERLINK \l "_Toc268726001" 2.2.5 Higher Council for Urban Planning (HCUP)  PAGEREF _Toc268726001 \h 2-5  HYPERLINK \l "_Toc268726002" 2.2.6 Ministry of Public Health (MoPH)  PAGEREF _Toc268726002 \h 2-5  HYPERLINK \l "_Toc268726003" 2.2.7 Ministry of Interior and Municipalities  PAGEREF _Toc268726003 \h 2-6  HYPERLINK \l "_Toc268726004" 2.2.8 Council for Development and Reconstruction (CDR)  PAGEREF _Toc268726004 \h 2-6  HYPERLINK \l "_Toc268726005" 2.2.9 Beirut and Mount Lebanon Water and Wastewater Establishment (BMLWWE)  PAGEREF _Toc268726005 \h 2-8  HYPERLINK \l "_Toc268726006" 2.2.10 Litani River Authority  PAGEREF _Toc268726006 \h 2-9  HYPERLINK \l "_Toc268726007" 2.2.11 Municipalities  PAGEREF _Toc268726007 \h 2-10  HYPERLINK \l "_Toc268726008" 2.3 Lebanese Environmental Regulations and Standards  PAGEREF _Toc268726008 \h 2-12  HYPERLINK \l "_Toc268726009" 2.3.1 Overview of the Legal Framework in Lebanon  PAGEREF _Toc268726009 \h 2-12  HYPERLINK \l "_Toc268726010" 2.3.2 Synopsis of the Legislative Framework for Environmental Protection  PAGEREF _Toc268726010 \h 2-13  HYPERLINK \l "_Toc268726011" 2.3.3 EIA Draft Decree and Project Relevance to Environmental Protection Law  PAGEREF _Toc268726011 \h 2-14  HYPERLINK \l "_Toc268726012" 2.3.4 Relevant National Environmental Standards  PAGEREF _Toc268726012 \h 2-15  HYPERLINK \l "_Toc268726013" 2.3.5 Expropriation Law and Procedures  PAGEREF _Toc268726013 \h 2-19  HYPERLINK \l "_Toc268726014" 2.4 International Agreements and Treaties  PAGEREF _Toc268726014 \h 2-21  HYPERLINK \l "_Toc268726015" 2.4.1 Relevant International Guidelines and Standards  PAGEREF _Toc268726015 \h 2-22  HYPERLINK \l "_Toc268726016" 3. Project Description  PAGEREF _Toc268726016 \h 3-1  HYPERLINK \l "_Toc268726017" 3.1 Project Components  PAGEREF _Toc268726017 \h 3-1  HYPERLINK \l "_Toc268726018" 3.2 Construction Aspects  PAGEREF _Toc268726018 \h 3-7  HYPERLINK \l "_Toc268726019" 3.2.1 Tunnels  PAGEREF _Toc268726019 \h 3-7  HYPERLINK \l "_Toc268726020" 3.2.2 Ouardaniye WTW  PAGEREF _Toc268726020 \h 3-13  HYPERLINK \l "_Toc268726021" 3.2.3 Pipelines  PAGEREF _Toc268726021 \h 3-13  HYPERLINK \l "_Toc268726022" 3.2.4 Distribution Chamber and Reservoirs  PAGEREF _Toc268726022 \h 3-13  HYPERLINK \l "_Toc268726023" 3.2.5 Working Areas  PAGEREF _Toc268726023 \h 3-14  HYPERLINK \l "_Toc268726024" 3.2.6 Access Roads  PAGEREF _Toc268726024 \h 3-14  HYPERLINK \l "_Toc268726025" 3.3 Operational Aspects  PAGEREF _Toc268726025 \h 3-14  HYPERLINK \l "_Toc268726026" 3.3.1 Sources of Water  PAGEREF _Toc268726026 \h 3-14  HYPERLINK \l "_Toc268726027" 3.3.2 Joun Regulation Structure  PAGEREF _Toc268726027 \h 3-16  HYPERLINK \l "_Toc268726028" 3.3.3 Tunnel and Pipelines  PAGEREF _Toc268726028 \h 3-17  HYPERLINK \l "_Toc268726029" 3.3.4 Ouardaniye WTW  PAGEREF _Toc268726029 \h 3-17  HYPERLINK \l "_Toc268726030" 3.3.5 Khalde Surge Structure  PAGEREF _Toc268726030 \h 3-18  HYPERLINK \l "_Toc268726031" 3.3.6 Khalde Flow measurement and Sampling Chamber  PAGEREF _Toc268726031 \h 3-19  HYPERLINK \l "_Toc268726032" 3.3.7 Khalde Distribution Chamber  PAGEREF _Toc268726032 \h 3-19  HYPERLINK \l "_Toc268726033" 3.3.8 Hadath 90 and 125 and Hazmieh 90 Reservoirs  PAGEREF _Toc268726033 \h 3-19  HYPERLINK \l "_Toc268726034" 3.4 Water Quality and Treatment Process  PAGEREF _Toc268726034 \h 3-19  HYPERLINK \l "_Toc268726035" 3.4.1 Raw Water Quality  PAGEREF _Toc268726035 \h 3-19  HYPERLINK \l "_Toc268726036" 3.4.2 Treated Water Quality  PAGEREF _Toc268726036 \h 3-22  HYPERLINK \l "_Toc268726037" 3.4.3 Water Treatment Process Scheme  PAGEREF _Toc268726037 \h 3-25  HYPERLINK \l "_Toc268726038" 4. Analysis of Alternatives  PAGEREF _Toc268726038 \h 4-1  HYPERLINK \l "_Toc268726039" 4.1 Introduction  PAGEREF _Toc268726039 \h 4-1  HYPERLINK \l "_Toc268726040" 4.2 No Project Option  PAGEREF _Toc268726040 \h 4-1  HYPERLINK \l "_Toc268726041" 4.3 Formulation of Options  PAGEREF _Toc268726041 \h 4-1  HYPERLINK \l "_Toc268726042" 4.3.1 Constraints  PAGEREF _Toc268726042 \h 4-1  HYPERLINK \l "_Toc268726043" 4.3.2 Water Transmission Options  PAGEREF _Toc268726043 \h 4-2  HYPERLINK \l "_Toc268726044" 4.3.3 Water Treatment Options  PAGEREF _Toc268726044 \h 4-2  HYPERLINK \l "_Toc268726045" 4.4 Detailed Evaluation  PAGEREF _Toc268726045 \h 4-3  HYPERLINK \l "_Toc268726046" 4.4.1 Location of Treatment Plant  PAGEREF _Toc268726046 \h 4-3  HYPERLINK \l "_Toc268726047" 4.4.2 Means of Transmission  PAGEREF _Toc268726047 \h 4-4  HYPERLINK \l "_Toc268726048" 4.4.3 Water Treatment Process  PAGEREF _Toc268726048 \h 4-8  HYPERLINK \l "_Toc268726049" 4.4.4 Cost  PAGEREF _Toc268726049 \h 4-10  HYPERLINK \l "_Toc268726050" 4.4.5 Security  PAGEREF _Toc268726050 \h 4-11  HYPERLINK \l "_Toc268726051" 4.4.6 Maintenance  PAGEREF _Toc268726051 \h 4-11  HYPERLINK \l "_Toc268726052" 4.4.7 Operational Flexibility  PAGEREF _Toc268726052 \h 4-11  HYPERLINK \l "_Toc268726053" 4.4.8 Environmental Impact  PAGEREF _Toc268726053 \h 4-11  HYPERLINK \l "_Toc268726054" 4.5 Selection of Preferred Option  PAGEREF _Toc268726054 \h 4-11  HYPERLINK \l "_Toc268726055" 5. Environmental and social Baseline  PAGEREF _Toc268726055 \h 5-1  HYPERLINK \l "_Toc268726056" 5.1 Introduction  PAGEREF _Toc268726056 \h 5-1  HYPERLINK \l "_Toc268726057" 5.2 Climate and Air Quality  PAGEREF _Toc268726057 \h 5-1  HYPERLINK \l "_Toc268726058" 5.3 Ambient Noise Level  PAGEREF _Toc268726058 \h 5-1  HYPERLINK \l "_Toc268726059" 5.3.1 Data Collection  PAGEREF _Toc268726059 \h 5-1  HYPERLINK \l "_Toc268726060" 5.3.2 Results  PAGEREF _Toc268726060 \h 5-3  HYPERLINK \l "_Toc268726061" 5.3.3 Discussion  PAGEREF _Toc268726061 \h 5-4  HYPERLINK \l "_Toc268726062" 5.4 Geology and Soils  PAGEREF _Toc268726062 \h 5-5  HYPERLINK \l "_Toc268726063" 5.4.1 Stratigraphy  PAGEREF _Toc268726063 \h 5-5  HYPERLINK \l "_Toc268726064" 5.4.2 Structure  PAGEREF _Toc268726064 \h 5-5  HYPERLINK \l "_Toc268726065" 5.5 Water Resources  PAGEREF _Toc268726065 \h 5-7  HYPERLINK \l "_Toc268726066" 5.6 Land Use and Landscape  PAGEREF _Toc268726066 \h 5-7  HYPERLINK \l "_Toc268726067" 5.7 Biological Environment  PAGEREF _Toc268726067 \h 5-8  HYPERLINK \l "_Toc268726068" 5.7.1 General Ecology  PAGEREF _Toc268726068 \h 5-9  HYPERLINK \l "_Toc268726069" 5.7.2 Sites Description  PAGEREF _Toc268726069 \h 5-10  HYPERLINK \l "_Toc268726070" 5.8 Cultural Heritage  PAGEREF _Toc268726070 \h 5-16  HYPERLINK \l "_Toc268726071" 5.9 Socio Economic Environment  PAGEREF _Toc268726071 \h 5-16  HYPERLINK \l "_Toc268726072" 6. Public Consultation  PAGEREF _Toc268726072 \h 6-1  HYPERLINK \l "_Toc268726073" 6.1 Introduction  PAGEREF _Toc268726073 \h 6-1  HYPERLINK \l "_Toc268726074" 6.2 Review of Previous Consultations  PAGEREF _Toc268726074 \h 6-1  HYPERLINK \l "_Toc268726075" 6.3 Recent Consultations  PAGEREF _Toc268726075 \h 6-1  HYPERLINK \l "_Toc268726076" 6.4 Public Participation Meeting  PAGEREF _Toc268726076 \h 6-1  HYPERLINK \l "_Toc268726077" 7. Environemental Impact Assessment  PAGEREF _Toc268726077 \h 7-10  HYPERLINK \l "_Toc268726078" 7.1 Introduction  PAGEREF _Toc268726078 \h 7-10  HYPERLINK \l "_Toc268726079" 7.2 Methodology of Impact Evaluation  PAGEREF _Toc268726079 \h 7-10  HYPERLINK \l "_Toc268726080" 7.2.1 General Approach  PAGEREF _Toc268726080 \h 7-10  HYPERLINK \l "_Toc268726081" 7.2.2 Impact Evaluation Pre-Screening Level  PAGEREF _Toc268726081 \h 7-11  HYPERLINK \l "_Toc268726082" 7.2.3 Impact Evaluation Secondary Screening Level  PAGEREF _Toc268726082 \h 7-11  HYPERLINK \l "_Toc268726083" 7.2.1 Listing of Environmental Impact Severity  PAGEREF _Toc268726083 \h 7-13  HYPERLINK \l "_Toc268726084" 7.3 Potential Impacts on Ambient Air Quality  PAGEREF _Toc268726084 \h 7-14  HYPERLINK \l "_Toc268726085" 7.3.1 Impacts from Combustion and Exhaust Emissions  PAGEREF _Toc268726085 \h 7-15  HYPERLINK \l "_Toc268726086" 7.3.2 Impacts from Dust Generation  PAGEREF _Toc268726086 \h 7-17  HYPERLINK \l "_Toc268726087" 7.4 Potential Impacts on Soil and Landscape  PAGEREF _Toc268726087 \h 7-20  HYPERLINK \l "_Toc268726088" 7.4.1 Impacts of Project Footprint  PAGEREF _Toc268726088 \h 7-21  HYPERLINK \l "_Toc268726089" 7.4.2 Impact on Soil Quality from Blasting Operations  PAGEREF _Toc268726089 \h 7-23  HYPERLINK \l "_Toc268726090" 7.4.3 Impacts from Solid and Liquid Waste Generation  PAGEREF _Toc268726090 \h 7-23  HYPERLINK \l "_Toc268726091" 7.4.4 Impacts from Accidental Spills of Fuel, Oil and Chemicals  PAGEREF _Toc268726091 \h 7-26  HYPERLINK \l "_Toc268726092" 7.4.5 Spill Prevention and Response Plan  PAGEREF _Toc268726092 \h 7-28  HYPERLINK \l "_Toc268726093" 7.5 Potential Impacts on Water Resources  PAGEREF _Toc268726093 \h 7-29  HYPERLINK \l "_Toc268726094" 7.5.1 Impacts from Construction Activities  PAGEREF _Toc268726094 \h 7-29  HYPERLINK \l "_Toc268726095" 7.5.2 Impacts from Operational Activities  PAGEREF _Toc268726095 \h 7-30  HYPERLINK \l "_Toc268726096" 7.6 Potential Impacts on Biodiversity  PAGEREF _Toc268726096 \h 7-34  HYPERLINK \l "_Toc268726097" 7.7 Potential Impacts on Archeology and Cultural Heritage  PAGEREF _Toc268726097 \h 7-37  HYPERLINK \l "_Toc268726098" 7.8 Potential Socio-Economic Impacts  PAGEREF _Toc268726098 \h 7-38  HYPERLINK \l "_Toc268726099" 7.8.1 Impacts From Construction Phase  PAGEREF _Toc268726099 \h 7-38  HYPERLINK \l "_Toc268726100" 7.8.2 Impacts From Operational Phase  PAGEREF _Toc268726100 \h 7-42  HYPERLINK \l "_Toc268726101" 7.9 Summary of the Environmental & Social Impact Assessment before and after Mitigation  PAGEREF _Toc268726101 \h 7-43  HYPERLINK \l "_Toc268726102" 8. Environmental Management Plan  PAGEREF _Toc268726102 \h 8-1  HYPERLINK \l "_Toc268726103" 8.1 Introduction  PAGEREF _Toc268726103 \h 8-1  HYPERLINK \l "_Toc268726104" 8.2 Environmental and Social Management Plan (ESMP)  PAGEREF _Toc268726104 \h 8-1  HYPERLINK \l "_Toc268726105" 8.3 ESMP Implementation Plan  PAGEREF _Toc268726105 \h 8-12  HYPERLINK \l "_Toc268726106" 1.3.1 Roles and responsibilities  PAGEREF _Toc268726106 \h 8-12  HYPERLINK \l "_Toc268726107" 8.4 Capacity Building  PAGEREF _Toc268726107 \h 8-13  HYPERLINK \l "_Toc268726108" 1.4.1 Training Needs during Construction Phase  PAGEREF _Toc268726108 \h 8-13  HYPERLINK \l "_Toc268726109" 1.4.2 Training Needs during Operation Phase  PAGEREF _Toc268726109 \h 8-14  HYPERLINK \l "_Toc268726110" 8.5 Verification & Monitoring  PAGEREF _Toc268726110 \h 8-14  HYPERLINK \l "_Toc268726111" 1.5.1 Monitoring and Inspection Plan during the Construction Phase  PAGEREF _Toc268726111 \h 8-14  HYPERLINK \l "_Toc268726112" 8.5.1 Reporting  PAGEREF _Toc268726112 \h 8-20  HYPERLINK \l "_Toc268726113" 9. References  PAGEREF _Toc268726113 \h 9-1  HYPERLINK \l "_Toc268726114" 10. Appendices  PAGEREF _Toc268726114 \h 10-1  HYPERLINK \l "_Toc268726115" Appendix A: Topographic Maps (1/20,000)  PAGEREF _Toc268726115 \h 10-2  HYPERLINK \l "_Toc268726116" Appendix B: Location Drawings  PAGEREF _Toc268726116 \h 10-3  HYPERLINK \l "_Toc268726117" Appendix C: Satellite Images and Photographs  PAGEREF _Toc268726117 \h 10-4  HYPERLINK \l "_Toc268726118" Appendix D: Sludge  PAGEREF _Toc268726118 \h 10-5  HYPERLINK \l "_Toc268726119" Appendix E: Noise Raw Data  PAGEREF _Toc268726119 \h 10-6  HYPERLINK \l "_Toc268726120" Appendix F: Archaeological Report  PAGEREF _Toc268726120 \h 10-7  HYPERLINK \l "_Toc268726121" Appendix G: Social Survey Questionnaires  PAGEREF _Toc268726121 \h 10-8  HYPERLINK \l "_Toc268726122" Appendix H: Flyer  PAGEREF _Toc268726122 \h 10-9  HYPERLINK \l "_Toc268726123" Appendix I: Consultations  PAGEREF _Toc268726123 \h 10-10  HYPERLINK \l "_Toc268726124" Appendix J: Expropriation  PAGEREF _Toc268726124 \h 10-11  HYPERLINK \l "_Toc268726125" Appendix K: CEMP Template  PAGEREF _Toc268726125 \h 10-12  HYPERLINK \l "_Toc268726126" Appendix L: CDR HSE Guidelines  PAGEREF _Toc268726126 \h 10-13  HYPERLINK \l "_Toc268726127" Appendix M: Map of Component 2  PAGEREF _Toc268726127 \h 10-14  HYPERLINK \l "_Toc268726128" Appendix N: EHS Guideline Water Sanitation  PAGEREF _Toc268726128 \h 10-15  HYPERLINK \l "_Toc268726129" Appendix O: Water Sampling Analysis Results  PAGEREF _Toc268726129 \h 10-16  List of Tables  TOC \h \z \c "Table"  HYPERLINK \l "_Toc268726130" Table  11 Overall Project Options  PAGEREF _Toc268726130 \h III  HYPERLINK \l "_Toc268726131" Table  12 Summary of Landscape and Biodiversity  PAGEREF _Toc268726131 \h V  HYPERLINK \l "_Toc268726132" Table  13 Summary of Socio-Economic situation in main villages  PAGEREF _Toc268726132 \h VII  HYPERLINK \l "_Toc268726133" Table  14 Main Public Concerns  PAGEREF _Toc268726133 \h IX  HYPERLINK \l "_Toc268726134" Table  15 Impacts of the Project on its surrounding with no mitigation measures  PAGEREF _Toc268726134 \h XI  HYPERLINK \l "_Toc268726135" Table  16 Impacts of the Project on its surrounding with mitigation measures  PAGEREF _Toc268726135 \h XII  HYPERLINK \l "_Toc268726136" Table  17 Summary of Environmental and Social Management Plan  PAGEREF _Toc268726136 \h XIII  HYPERLINK \l "_Toc268726137" Table  21 Main Public administrations and stakeholders concerned with the protection of the environment  PAGEREF _Toc268726137 \h 2-3  HYPERLINK \l "_Toc268726138" Table  22 List of Municipalities  PAGEREF _Toc268726138 \h 2-10  HYPERLINK \l "_Toc268726139" Table  23 Summary of institution s main responsibilities  PAGEREF _Toc268726139 \h 2-12  HYPERLINK \l "_Toc268726140" Table  24 Legal Pyramid  PAGEREF _Toc268726140 \h 2-12  HYPERLINK \l "_Toc268726141" Table  25 Summary of Legislations  PAGEREF _Toc268726141 \h 2-13  HYPERLINK \l "_Toc268726142" Table  26 Main environmental standards in Lebanon  PAGEREF _Toc268726142 \h 2-15  HYPERLINK \l "_Toc268726143" Table  27 Pollutants Classification  PAGEREF _Toc268726143 \h 2-15  HYPERLINK \l "_Toc268726144" Table  28 Emission Limits  PAGEREF _Toc268726144 \h 2-16  HYPERLINK \l "_Toc268726145" Table  29 Water pollutants  PAGEREF _Toc268726145 \h 2-17  HYPERLINK \l "_Toc268726146" Table  210 Maximum Allowable Noise Levels  PAGEREF _Toc268726146 \h 2-18  HYPERLINK \l "_Toc268726147" Table  211 Permissible Noise Exposure Standards  PAGEREF _Toc268726147 \h 2-18  HYPERLINK \l "_Toc268726148" Table  212 Ratified or Signed International Agreements  PAGEREF _Toc268726148 \h 2-21  HYPERLINK \l "_Toc268726149" Table  213 WB/IFC safeguard policies that are applicable to the project  PAGEREF _Toc268726149 \h 2-22  HYPERLINK \l "_Toc268726150" Table  31. The Awali-Beirut Water Conveyor Sub-Components  PAGEREF _Toc268726150 \h 3-2  HYPERLINK \l "_Toc268726151" Table  32. Description of Reservoirs  PAGEREF _Toc268726151 \h 3-6  HYPERLINK \l "_Toc268726152" Table  33. Description of Pumping Stations  PAGEREF _Toc268726152 \h 3-6  HYPERLINK \l "_Toc268726153" Table  34 Estimated Spoil Generation  PAGEREF _Toc268726153 \h 3-10  HYPERLINK \l "_Toc268726154" Table  35 Description of New Access Roads  PAGEREF _Toc268726154 \h 3-14  HYPERLINK \l "_Toc268726155" Table  36 Hydroelectric Power Plant Chracteristics  PAGEREF _Toc268726155 \h 3-15  HYPERLINK \l "_Toc268726156" Table  37 Key Factors Determining the Source of Water  PAGEREF _Toc268726156 \h 3-16  HYPERLINK \l "_Toc268726157" Table  38 Ouardaniye WTW  Mean Operational Inputs and Vehicular Movements  PAGEREF _Toc268726157 \h 3-17  HYPERLINK \l "_Toc268726158" Table  39 Ouardaniye WTW  Mean Operational Outputs and Vehicular Movements  PAGEREF _Toc268726158 \h 3-18  HYPERLINK \l "_Toc268726159" Table  310 Raw Water Quality  PAGEREF _Toc268726159 \h 3-21  HYPERLINK \l "_Toc268726160" Table  311 Water Quality Analysis (1994 and 1995)  PAGEREF _Toc268726160 \h 3-22  HYPERLINK \l "_Toc268726161" Table  312 Drinking Water Standards  PAGEREF _Toc268726161 \h 3-24  HYPERLINK \l "_Toc268726162" Table  313 Proposed Specifications of Cascade Aeration System  PAGEREF _Toc268726162 \h 3-29  HYPERLINK \l "_Toc268726163" Table  314 Proposed Specification for Pre-oxidation and Disinfection.  PAGEREF _Toc268726163 \h 3-31  HYPERLINK \l "_Toc268726164" Table  315 Proposed Specifications for Coagulation  PAGEREF _Toc268726164 \h 3-32  HYPERLINK \l "_Toc268726165" Table  316 Proposed Specifications for Flocculation  PAGEREF _Toc268726165 \h 3-33  HYPERLINK \l "_Toc268726166" Table  317 Proposed Specifications for Sedimentation  PAGEREF _Toc268726166 \h 3-34  HYPERLINK \l "_Toc268726167" Table  318 Proposed Specifications for Filtration  PAGEREF _Toc268726167 \h 3-35  HYPERLINK \l "_Toc268726168" Table  319 Chemical Storage  PAGEREF _Toc268726168 \h 3-37  HYPERLINK \l "_Toc268726169" Table  320 Sludge Yield  PAGEREF _Toc268726169 \h 3-39  HYPERLINK \l "_Toc268726170" Table  321 Conceptual Design Parameters of Sludge Treatment Units  PAGEREF _Toc268726170 \h 3-40  HYPERLINK \l "_Toc268726171" Table  41 Characteristics of the four proposed WTW sites  PAGEREF _Toc268726171 \h 4-3  HYPERLINK \l "_Toc268726172" Table  42 Ranking of Treatment Processes  PAGEREF _Toc268726172 \h 4-8  HYPERLINK \l "_Toc268726173" Table  43 Sludge Disposal Alternatives  PAGEREF _Toc268726173 \h 4-9  HYPERLINK \l "_Toc268726174" Table  44 Overall Project Options  PAGEREF _Toc268726174 \h 4-10  HYPERLINK \l "_Toc268726175" Table  51 Noise Level Monitoring Locations and Methodology  PAGEREF _Toc268726175 \h 5-2  HYPERLINK \l "_Toc268726176" Table  52 National Maximum allowable noise levels and permissible occupational Noise Exposure standards according to MoE Decision 52/1 of 1996.  PAGEREF _Toc268726176 \h 5-4  HYPERLINK \l "_Toc268726177" Table  53 Rapid Ecological Assessment Sites  PAGEREF _Toc268726177 \h 5-9  HYPERLINK \l "_Toc268726178" Table  54 Villages, towns and surface structures  PAGEREF _Toc268726178 \h 5-18  HYPERLINK \l "_Toc268726179" Table  55 Villages and towns crossed by the tunnel  PAGEREF _Toc268726179 \h 5-19  HYPERLINK \l "_Toc268726180" Table  56 Demographic and socio-economic characteristics of communities in Mount Lebanon  PAGEREF _Toc268726180 \h 5-20  HYPERLINK \l "_Toc268726181" Table  57 General features of surveyed towns and villages  PAGEREF _Toc268726181 \h 5-28  HYPERLINK \l "_Toc268726182" Table  58 Main establishments in the study area  PAGEREF _Toc268726182 \h 5-33  HYPERLINK \l "_Toc268726183" Table  61 The main raised concerns  PAGEREF _Toc268726183 \h 6-2  HYPERLINK \l "_Toc268726184" Table  62 Questions Raised during Second Public Participation  PAGEREF _Toc268726184 \h 6-3  HYPERLINK \l "_Toc268726185" Table  71 Secondary Screening Consequence Level Criteria  PAGEREF _Toc268726185 \h 7-12  HYPERLINK \l "_Toc268726186" Table  72 Likelihood Evaluation Criteria  PAGEREF _Toc268726186 \h 7-13  HYPERLINK \l "_Toc268726187" Table  73 Impact Assessment Severity Matrix  PAGEREF _Toc268726187 \h 7-13  HYPERLINK \l "_Toc268726188" Table  74 Environmental and Health Impacts of Major Air Pollutants from Combustion Sources  PAGEREF _Toc268726188 \h 7-16  HYPERLINK \l "_Toc268726189" Table  75 Potential Negative Impacts on Biodiversity  PAGEREF _Toc268726189 \h 7-34  HYPERLINK \l "_Toc268726190" Table  76 Typical Sound Pressure Levels Reported from Construction Equipment (BS5228:1997)  PAGEREF _Toc268726190 \h 7-39  HYPERLINK \l "_Toc268726191" Table  77 Environmental Impact Assessment without mitigation measures  PAGEREF _Toc268726191 \h 7-44  HYPERLINK \l "_Toc268726192" Table  78 Environmental Impact Assement with mitigated measures  PAGEREF _Toc268726192 \h 7-45  HYPERLINK \l "_Toc268726193" Table  81 Environmental and Social Management Plan (ESMP)  PAGEREF _Toc268726193 \h 8-2  HYPERLINK \l "_Toc268726194" Table  82 EMP Implementation Plan  PAGEREF _Toc268726194 \h 8-12  HYPERLINK \l "_Toc268726195" Table  83 Construction and Operation Monitoring Plan  PAGEREF _Toc268726195 \h 8-16  HYPERLINK \l "_Toc268726196" Table  84 Water Quality Monitoring Plan during Operation Phase  PAGEREF _Toc268726196 \h 8-19  List of Figures  TOC \h \z \c "Figure"  HYPERLINK \l "_Toc268726197" Figure  21 Expropriation Procedures  PAGEREF _Toc268726197 \h 2-20  HYPERLINK \l "_Toc268726198" Figure  31 Geographic location of project components  PAGEREF _Toc268726198 \h 3-5  HYPERLINK \l "_Toc268726199" Figure  32 Hydraulic Profile  PAGEREF _Toc268726199 \h 3-9  HYPERLINK \l "_Toc268726200" Figure  33 Cross-Section Joun-Ouardaniye Tunnel  PAGEREF _Toc268726200 \h 3-11  HYPERLINK \l "_Toc268726201" Figure  34 Cross-Section Ouardaniye-Khalde Tunnel  PAGEREF _Toc268726201 \h 3-12  HYPERLINK \l "_Toc268726202" Figure  35 Schematic Drawing of Water Resources  PAGEREF _Toc268726202 \h 3-16  HYPERLINK \l "_Toc268726203" Figure  36 Proposed Treatment Process (Option1)  PAGEREF _Toc268726203 \h 3-27  HYPERLINK \l "_Toc268726204" Figure  37 Proposed treatment Process (Option2)  PAGEREF _Toc268726204 \h 3-28  HYPERLINK \l "_Toc268726205" Figure  41 Altenartive Scheme Options  PAGEREF _Toc268726205 \h 4-7  HYPERLINK \l "_Toc268726206" Figure  51 Noise measurements at the Khalde distribution and connection chambers  PAGEREF _Toc268726206 \h 5-3  HYPERLINK \l "_Toc268726207" Figure  52 Geological Map (Source, Duberet 1955, 1/200,000)  PAGEREF _Toc268726207 \h 5-6  List of AcronymsALARPAs low as reasonably practicableBMLWWEBeirut and Mount Lebanon Water and Wastewater EstablishmentBPEOBest Practicable Environmental OptionsBTEXBenzene Toluene Ethyl Benzene XyleneCAWCombined Air and Water BackwashCDRCouncil for Reconstruction and DevelopmentCEMPConstruction Environmental Management PlanCESMPConstruction Phase Environmental and Social Management Plan CoMCouncil of MinistersCZMCoastal Zone ManagementDGADirectorate General of AntiquitiesDGUPDirectorate General of Urban PlanningEAEnvironmental AssessmentEHSEnvironmental Health and SafetyEIAEnvironmental Impact AssessmentEISMEnvironmental Impact Severity Matrix ELARDEarth link and Advanced Resources DevelopmentEMPEnvironmental Management Plan ES & SREnvironmental Safety and Social RepresentativeESIAEnvironmental and Social Impact AssessmentESMEnvironmental and Social ManagerESMPEnvironmental and Social Management PlanHCUPHigher Council of Urban Planning HEPHydro Electric Power plant  IEEInitial Environmental ExaminationIFCInternational Finance CorporationLRALitani River AuthorityMHERMinistry of Hydraulic and Electric Resources MoAMinistry of AgricultureMoCMinistry of CultureMoEMinistry of EnvironmentMoEWMinistry of Energy and WaterMoIMinistry of InteriorMoIMPHMinistry of Public Healthof Interior and Municipalities MoPHMinistry of Public HealthMoPWTMinistry of Public Works and TransportationMSDSMaterial Safety Data Sheets NGONon Governmental Organization NSEQNational Standards for Environmental Quality ODSOzone Depleting SubstancesOESMPOperation Environmental and Social Management PlanOP/BPOperational Policy / Bank ProceduresOSHAOccupational Safety and Health AdministrationPADProject Appraisal DocumentsPAHPoly Aromatic HydrocarbonsPMParticulate MatterPMUProject Management UnitPPEPersonal Protective EquipmentPWWEPublic Water and Wastewater EstablishmentQA/QCQuality Assurance / Quality ControlRAPResettlement Action Plan TBMTunnel Boring MachineTMPTraffic Management PlanTORTerms of ReferencesVECValuable Ecosystem ComponentVOCVolatile Organic CompoundsWBWorld BankWHOWorld Health OrganizationWTWWater Treatment WorksWWTPWastewater Treatment Plants Executive Summary Introduction Greater Beirut has been facing a deficit in potable water for the past forty years. Shortage in water is estimated today at 145,000 m3/d and 275,000 m3/day for the wet and dry season respectively. In 1970 the Lebanese Government of the day passed a decree (Presidential Decree No. 14522, May 1970) in which it allocated water from the Litani and Awali river catchments to different regions in Lebanon. The proposed Beirut-Awali Project will secure a sustainable source of potable water to Greater Beirut to overcome the existing deficit and meet the city's potable water requirements on the short and medium term. The CDR has initiated the Project following the request of the Ministry of Energy and Water (MoEW) and is seeking to secure financing of the project from the World Bank (WB) whereas the Beirut and Mount Lebanon Water and Wastewater Establishment (BMLWWE) will be covering the local counterpart financing needs. The Project will be implemented on conventional contract basis with expected construction duration of four years and one year operational maintenance. The Project has a World Bank (WB) Category A status and therefore a full Environmental and Social Impact Assessment (ESIA) has been required. This report provides an updated ESIA which identifies potential environmental and social impacts associated with the proposed Project and proposes relevant mitigation measure and management plan. Legal and Institutional Framework This ESIA complies with the Lebanese Legislative requirements as well as with that international (WB/IFC) and European Union standards. The overall control of water supply and quality is under the Beirut and Mount Lebanon Water and Wastewater Establishment acting under the Ministry of Energy and Water (MoEW) while the Ministry of Environment and various line Ministries are charged with specific regulatory duties. Regionally the Project area is under the Governorate of Mount Lebanon and its subordinate cazas and Municipalities Project Description The Project is divided into two main components: The Awali-Beirut Water Conveyor Improvement and rehabilitation of the water distribution network in Beirut and its suburbs The Awali- Beirut Water Conveyor includes the following sub-components: Joun Regulation Structure: set into the hillside by the existing adit access from the Joun tunnel to the hydro-electric power station. Joun to Ourdaniye Tunnel: running underground throughout its length of 4.1 Km. Wadi Abou Yabes washout: (discharge point) for emergency discharge or routine maintenance Ourdaniye Water Treatment Works: including tunnel inlet and outlet portals and the water treatment works. Sludge treatment and disposal facilities will be associated with this works. A washout will be provided for emergency discharge. Ourdaniye to Khalde tunnel: underground throughout its length of 19.7 km. Inverted Siphon: in the Damour river with ventilation shafts at the hills to the south and north of the valley. A washout will be provided for use in emergencies and for maintenance. A surge shaft in the hillside above Khalde: 2,800 mm diameter shaft in reinforced concrete with surface venting structure 7 m diameter in reinforced concrete, including improved access road. Outlet portal in the hillside above Khalde: termination structure in reinforced concrete and upgraded access road Flow measurement and sampling chamber on the hillside above Khalde. Twin Pipeline from Khalde portal to Khalde distribution chamber: 1.9 km long and 1,400 mm diameter Khalde distribution and connection chamber: in reinforced concrete containing isolating and regulating valves. Provides washout to local stream. Twin Pipeline form Khalde distribution chamber to Hadath 90 and 125 reservoirs: 7.6 km long, 1,400mm diameter pipelines in ductile iron with connections to Hadath 90 and 125 reservoirs and local supply. Hadath 125 reservoir: Storage reservoir, two compartments, effective volume 30,000 m3 in reinforced concrete with isolating valves and small surface kiosk, including access road. Connection to local distribution system. Hatdath 90 reservoir: Storage reservoir, two compartments, effective volume 50,000 m3 in reinforced concrete with isolating valves and small surface kiosk, including access road. Connection to local distribution system. Pipeline from Hadath reservoirs to Hazmieh reservoir: 2.7 km long twin 1,300 diameter pipelines in ductile iron, with option for further extension for supply of treated water to Beirut. Hazmieh 90 reservoir: Storage reservoir, two compartments, effective volume 20,000 m3 in reinforced concrete with isolating valves and small surface kiosk, including access road. Connection to local distribution system. Component 2 will comprise: The construction of 16 reservoirs (between 500 m3 and 1000 m3 storage capacity each) and associated pumping stations distributed across the various distribution zones in the project area; The replacement and/or installation of approximately 187 km of distribution network across the project area in Ein El Delbi, Southern Beirut and parts of the Metn area; Installation of 200,000 household meters in portions of the project area to be selected by the GBMLWWE and to operate on a volumetric tariff basis; Installation of bulk meters at the reservoirs and distribution chambers; Analysis of Alternative The No Project Option and other scheme alternatives were addressed in this report. The No Project alternative is considered to be not viable, as it would have severe environmental and socio-economic impacts in Beirut. Five overall project options were identified and are illustrated in  REF _Ref265668522 \h Table 11 below: Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 1 Overall Project Options OptionOption NameDescription1Tunnel 1Tunnel form Joun direct to a WTW at Khalde with pipeline transfer to reservoirs in Beirut2Tunnel 2Tunnel form Joun direct to Khalde via a WTW in Ouardaniye, with pipeline transfer to reservoirs3Concrete PipelineTunnel from Joun to a WTW at Ouardaniye thence by concrete pipeline to Khalde with pipeline transfer to reservoirs in Beirut4Ductile Iron PipelineTunnel from Joun to a WTW at Ouardaniye thence by ductile iron pipeline to Khalde with pipeline transfer to reservoirs in Beirut5Steel PipelineTunnel from Joun to a WTW at Ouardaniye thence by steel pipeline to Khalde with pipeline transfer to reservoirs in Beirut Option 2, Tunnel 2 was preferred for the following reasons: Lowest overall cost Greatest security in terms of: Least vulnerability to deliberate damage Best resistance to earthquakes Least risk of leakage and consequential damage Greatest durability and design life Lowest maintenance requirements (and thus minimized supply disruption) Easier to supply the coastal strip from Ouardaniye WTW rather than a Khalde WTW Spare hydraulic capacity available: To supplement inadequate reservoir capacity in Beirut To allow for future expansion of required; and Least environmental impact during construction Environmental and Social Baseline Study This section sheds light on the existing physical environment and socio-economic status. The Climate conditions in the project area are those of a typical eastern Mediterranean climate; the rainfall is low and restricted to the period between November and March, and the temperatures are high in summer, but the area is not subject to the cold winter that occurs in Lebanese mountains. The existing ambient noise levels recorded near most of the surface structure components averaged between 60 and 65 dB (A). Therefore ambient noise levels already exceed allowed noise levels as per Lebanese legislation (Decision 52/1 of 1996). The tunnel passes mainly through the upper and the middle Sannine-Maameltein Formation of Cenomanin and Turonian ages respectively. This formation is mainly composed of hard massive limestone and dolomitic limestone rocks. Exposures of this formation cover most of the study area with a total thickness of around 800 m. Only the upper part of this formation is exposed in the study area. Conformably overlying this formation is the Chekka Formation of Senonian age. It is mainly composed of thinly bedded soft marl and marly limestone rocks. It is mostly exposed in the areas surrounding Joun village. Structurally the area is located few kilometers west of the Coastal Flexure which is the possible extension of the Roum Fault (Nemer, 1999). The flexure extends from Chhim in the southern part to Baawerta and Aaramoun in the central and northern parts of the study area respectively. The Flexure has steeply dipping beds which gentles as we approach the study area. The general inclination of the beds in the study area is around 20 dipping towards the west. The Sannine-Maameltein Formation is the major coastal aquifer in the study area. It is karstic in nature with tertiary porosity meaning that groundwater is flowing mainly in fissures, fractures and conduits. There are no permanent springs issuing from this formation except close to the coastal area and mainly below sea level in the form of submarine springs (Feasibility Report, 1994). The position of the water table is closely related to the base level which is the sea level and it gently rises inland with a mean gradient of 11.5 m/km. The depth of the water table was determined from groundwater wells (Feasibility Report, 1994). The raw water will be delivered to the plant by the use of tunnels that belong to the existing hydroelectric system. There are two main sources of water: Karaoun Lake; Awali River. Raw water quality has been analyzed several times in the past with the first one being in 1968/1972, the second one in August 1984 and the third one in 1994/1995. The most recent water quality analysis was conducted in 2001. The first two can be considered outdated as it is suspected that the condition and status of the tunnels, hydroelectric power plant and dams may have changed during the proceeding period. The analysis conducted in 1994/1995 contained some information on the most important parameters; however the feasibility report and the preliminary design report of Montgomery Watson did not cover comprehensive water quality information on a seasonal basis for both the Karaoun and Awali sources. It is not possible to immediately verify the conclusions and assumptions which were the basis of the 1994 feasibility study or the subsequent preliminary design. This is due to lack of recent detailed water quality monitoring data at the points of concern to this project, and the fact that new data would need to be collected over long periods to capture seasonal variations. The landscape along the areas of the Awali project varies between the hills and the coastal planes. A summary of nature of landscape and existing biodiversity is given in  REF _Ref265668537 \h Table 12 below Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 2 Summary of Landscape and Biodiversity StructureLandscapeBiodiversityJoun flow regulationRelatively steep valley (degraded site)very common species including Calicotome villosa (Vahl) Link, Poterium spinosum L., Phlomis viscosa Poir., Nerium oleander L., Inula viscosa (L.) Aiton, Echinops viscosus DC. and Notobasis syriaca (L.) Cass. Wadi Abou Yabes WashoutIsolated hillside locationSignificantly degraded environmentOuardaniye WTWopen hillside locationSeveral species were found and identified, including one specimen of Rhus tripartita (Ucria) D.C. and one of Quercus calliprinos Webb, 5 species of orchids in large quantities and many species of butterflies. Nahr Damour Inverted SiphonDeep, narrow valleySeveral types of vegetation cover composed mainly by Platanus orientalis L. (Oriental Plane), Alnus orientalis Decne (Oriental Alder), Acer syriacum Boiss. et Gaill. (Syrian Maple), Pistacia lentiscus L. (Mastic), Pistacia palaestina Boiss. (Wild Pistachio), Quercus sp. (Oak), Salix acmophylla Boiss. and Salix alba L. var. micans And. (Willow) were found. Khalde surge shaft and outletR hillside sites having a steep slope to the westHighly degraded and/or with no important floral biodiversity.Khalde flow measurement and samplignchamberThis location is characterized by the richness of its flora and the aged specimens of the trees found. This was by far the most important ecosystem visited among the 12 selected sites. This site is on the Pinus brutia Ten series, where the conifers Pinus brutia Ten., Pinus halepensis Mill. and Cupressus sempervirens L. are the most abundant formation. Distribution ChamberBetween the new highway and the old coastal road. Offshore, the coastal beach is used for some recreational activitiesHighly degraded and/or with no important floral biodiversity.Hadath 125 reservoirTerraced sloping valleyHighly degraded and/or with no important floral biodiversity.Hadath 90 reservoirWaste groundHighly degraded and/or with no important floral biodiversity.Hazmieh 90 reservoirFlat to gently sloping groundHighly degraded and/or with no important floral biodiversity.Archaeological and historical interests are limited at the locations of surface features of the Project, and no remains were uncovered during site investigations. Khalde has yielded some archaeological finds but not directly in the project area. A summary of social survey conducted at relevant main villages is given in  REF _Ref265668801 \h Table 13 below: Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 3 Summary of Socio-Economic situation in main villages Village/TownGeneral DescriptionLivelihood activitiesEducation, Culture, Community & Public InfrastructureWater & Wastewater ServicesOther informationJounPopulation: 7500-8000 Altitude: 350-400 m Surface area: 12 km2 Land ownership: 20-30% publicly owned, and the remaining is privately owned Land use: 80% is designated for agricultural useAgriculture: Olive groves; Citrus orchards; Vegetables and Flowers in greenhouses; the majority of designated agricultural lands remain uncultivated due to the lack of irrigation water Industry: Agro-food (Olive oil; Orange Blossom water; Rose water; Carob molasses); Manufacture of Nylon, Tyres and concrete building blocks Commerce: Small shops and garagesHigh literacy rate (95%) Two public & two private schools Public Library Afforestation campaigns Sports facilities Monastery of Saint Saviour Archaeological features Old stone houses One dispensary & resident doctorsDrinking, service and irrigation water is supplied by the Barouk Water Authority and distributed through a public network A public, municipal well supplements the supply in addition to many private wells in privately-owned lands Small hillside reservoirs for rain water harvesting No sewage network; septic tanks are usedA land survey is underway 60-70 building permits were handed out in the last three years 60% of the population are seasonal residentsOuardaniyePopulation: 4000 Altitude: 350 mAgriculture: Vegetable production in greenhouses Industry: A grain mill and building blocks factories Commerce: Restaurant/CafOne public & one private school One dispensaryWater is supplied through public wells, at depths of 452m and 369m, managed by the municipality, which also manages a distribution network Up to 150 private wells are drilled in the village No sewage network; septic tanks are usedAl-DamourPopulation: 30,000 Resident population: 10,000 (due to displacement & emigration) Land ownership: The majority of lands are privately owned Land use: 20% are in agricultural useAgriculture: 100 ha of banana plantations and vegetable production Commerce: Restaurants/Cafs; Small shops and garagesTwo public & three private schools Archaeological features One dispensary & resident doctorsThe Damour River waters are used for irrigation Drinking and service water are supplied through municipal public wells and private wells A sewage network is present but is not operational; septic tanks are usedA land survey has been carried out Around 30 building permits were handed out in the last three yearsKhaldeResidential and touristic area, It is a coastal area that is rapidly urbanizing with 15,000-20,000 residents.Very little agricultural activitiesA water distribution network runs through Khaldeh and is supplied from the Mechref village. Water pipes have all been repaired this year. Also, several privately drilled wells exist in the village with a depth ranging from 30-60 m but water is slightly salty. A sewer network is present and is connected to the collector in Khaldeh.residential and touristic area rapidly urbanizing HadathPopulation: 150,000Industry: Light industries Elevators, towels, tiles Commerce: Banks & shopsMany public service institutions Four public, 10 private & two vocational schools; three universities, including the largest Lebanese University campus Two hospitals, three dispensaries and many resident doctorsWater is supplied through the Ain El-Delbeh water authority and distributed through a municipally-owned and managed network A sewage network is present and operationalHazmiehPopulation: 6,500Commerce: Over 10 banks and numerous officesMany public service institutions One public & six private schools; three universities Two hospitals, one dispensary and many resident doctorsWater is supplied through the Ain El-Delbeh water authority from the Daichouniyeh Spring and distributed through a network A sewage network is present and operational Public Consultation Lack of consultation with the directly affected local communities in the earlier EIA report posed a necessity to target these in the updated study in aim to ensure that adequate and timely information is provided to them and other stakeholders, and that they are given the chance to voice their opinions and concerns. Based on an agreed plan with MoEs representatives, ELARD team has consulted potentially affected local people and concerned Municipalities during the socio-economic survey. Project leaflets, prepared in Arabic, were distributed during the survey. These aimed at introducing the project while serving as an invitation to participate in a public consultation meeting. The public participation event was held in the Lebanese University in Hadath at the Institute of Fine Arts on the 12th of May 2010. ELARD consultants presented the project details, potential impacts and mitigation measures in a 45-minute presentation and opened the floor for one hour of open discussions with the attendees. Various environmental impacts were discussed during the open session and some concerns rose up by the attendees. The two main serious concerns raised by the public are summarized in  REF _Ref265669263 \h Table 14 with an explanation of how the concern is addressed by the project proponents. Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 4 Main Public Concerns ConcernDescriptionAction/AnswerRetrieval of 3m3/s of water Concerns were raised regarding type and magnitude of impact that could potentially affect the natural flow of water in the Awali River section downstream the Joun HEP after retrieval of the required amount of water for the Conveyor ProjectCDR representative pointed out that the impact would be negligible. ELARD to investigate the issue and address it in its Environmental and Social Impact Assessment Report Structural impact from TBM activityConcerns on adverse impacts on the structural stability of the St. Joseph Carmel School were expressed by the chairperson since the tunnel is passing beneath the school. CDR to provide adequate geotechnical reports proving that there will be no direct impacts resulting from the tunnel boring activity.A second Public Consultation covering both components of the project was held for the purpose of disclosing the results of the ESIA study on 27 July 2010 and has targeted the same audience including all related stakeholders as for the first consultation. Environemntal and Social Impact Assessment A summary of the impacts of the Project on its surrounding environment assuming no mitigation measures are undertaken is given in  REF _Ref265669286 \h Table 15 in an Environmental Impact Severity Matrix (EISM) whereas  REF _Ref265669301 \h Table 16 presents the EISM of the project when control and mitigation measures are adopted. With no mitigation measures being implemented, significant impacts would be attributed to the following activities: Dust generation Construction works Excavation and tunneling Blasting Solid and Liquid waster generation Accidental fuel and chemical spills Traffic (during construction phase) Land Expropriation Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 5 Impacts of the Project on its surrounding with no mitigation measures Activity / Source of the ImpactUnmitigated ImpactsReceptorAir QualityLandscape and Soil QUALITYwater RESOURCESBiodiversityNoiseArcheologicalSocio-Economic & Public healthConstruction PhaseCCombustion and Exhaust Emissions3C3CDust Generation4C4COpen Burning of solid waste2A2AProject Footprint2C1A2BConstruction works4C2C2BExcavation and tunneling works4C4C4C3C2C1A2BBlasting4C4C4CSolid and Liquid waste generation4C4CAccidental Spill of Fuel, Oil and Chemicals4B4CLand Expropriation4CTraffic4C4COperation PhaseCCombustion and Exhaust EmissionsOpen Burning of solid wasteSolid and Liquid waste generation4C3C4CAccidental Spill of Fuel, Oil and Chemicals3CSludge Generation1CWater Pumps3C3CRetrieval of 3m3/s of water upstream Joun HEP1C1CTrafffic2B2BlegendConsequencesLikelihoodAcceptability1 - Negligible4 SignificantA LowBeneficial2 - Minor5 CatastrophicB MediumNegligible with minor mitigation3 - ModerateBeneficialC HighMinimize ImpactsUnacceptable Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 6 Impacts of the Project on its surrounding with mitigation measures Activity / Source of the ImpactMitigated ImpactsReceptorAir QualityLandscape and Soil QUALITYwater RESOURCESBiodiversityNoise ArcheologicalSocio-Economic & Public healthConstruction PhaseCCombustion and Exhaust Emissions2C2CDust Generation2C2COpen Burning of solid waste2A2AProject Footprint1C1A1BConstruction works2C1B1BExcavation and tunneling works2C2C2B2B1B1A1BBlasting2C2C2BSolid and Liquid waste generation2A2AAccidental Spill of Fuel, Oil and Chemicals2A2BLand Expropriation3BTraffic3B3BOperation PhaseCCombustion and Exhaust EmissionsOpen Burning of solid wasteSolid and Liquid waste generation2A1C2AAccidental Spill of Fuel, Oil and Chemicals1CSludge Generation1CWater Pumps1B1BRetrieval of 3m3/s of water upstream Joun HEP1C1CTrafffic1C1ClegendConsequencesLikelihoodAcceptability1 - Negligible4 SignificantA LowBeneficial2 - Minor5 CatastrophicB MediumNegligible with minor mitigation3 - ModerateBeneficialC HighMinimize ImpactsUnacceptable Environmental and Social Management Plan Table  STYLEREF 1 \s 1 SEQ Table \* ARABIC \s 1 7 Summary of Environmental and Social Management Plan PROJECT ACTIVITYPOTENTIAL ENVIRONMENTAL IMPACTSMitigation Measures Institutional Responsibilities (incl. enforcement & coordination)Cost estimateConstruction Environmental and Social Management Plan (CESMP)Site Clearance/ Excavation Drilling/blasting, pipeline construction and tunnel boring works (to a lesser extent) Solid and liquid waste generation from camp operations (such as sanitary facilities and kitchen) and pipelines pressure testing) Accidental chemical / oil spills or leaks (from excavators and tunnel boring machine) Disturbance to land/landscape (Land scaring from Project Footprint) Compromised Visual Amenity Contamination of soil quality.Limiting the land clearance area required for pipelines in the vicinity of forested areas of Khalde; Planning and marking access routes and adopting minimum safe operating width Using existing tracks/ routes to reduce the size of the impacted area; Minimizing (whenever possible) the time and space of heavy machinery use and constructing intensive activities and using whenever possible existing and previously disturbed land and roads to access site and avoiding off-road driving, areas crossing wadis or that are prone to erosion; Avoiding excessive removal of topsoil and minimizing grading and clearing of vegetation; Stabilization of topsoil and spoil stockpiles along the pipelines previously removed during excavation works and using it as cover material whenever possible during backfilling and site restoration; A preliminary project handover and restoration plan should be developed that identifies disposal options for all equipment and materials, including products used and wastes generated on site; Project handover (end of Construction) should comprise the complete closure of the labor camps including the removal of all equipments and vehicles and other fixtures and infrastructures and covering of trenches and restoring of all sites to original state. Reduce the use of blasted debris as much as possible and allow backfilling and site restoration from topsoil and spoil excavated by conventional methods (such as drilling) and generated by the tunnel boring works; Implementation: Contractor. Supervision: ESMNo cost incurredPerform a soil sampling campaign in the Project affected areas, specifically where blasting activities took place, in order to document the soil conditions (physic-chemical characteristics, petroleum contamination, etc.) following the cessation of construction works Environmental Consultant (to be hired by CDR) 1500 Loading and Unloading operations (at construction sites and spoil handling facilities) Truck transportation (haulage) Operation of on-site diesel-fuelled generatorsIncrease in ambient dust levels (fugitive dust emissions) Increase in combustion/exhaust emissions (release of combustion gases, NOx, CO2,SO2, CO)All vehicles, plant and equipment engines shall be properly maintained in accordance with the manufacturer's instructions to maximize combustion efficiency and minimize emissions; Usage of vehicles/machines equipped with exhaust emission control units; All trucks transporting material likely to generate dust should be properly covered according to Lebanese requirements; Maintenance and reporting of monthly fuel consumption records; Any machinery, which is intermittent in use, should be shut off in periods of non use or, where this is impracticable to be throttled back to a minimum; Small combustion source emissions (with a capacity of up to 50 megawatt hours thermal (MWth)) should adhere to the IFC emission standards for exhaust emissions in the General EHS Guidelines and MoE Decision 8/1 of 2001, whichever stricter; Combustion source emissions with a capacity of greater than 50 MWth should comply with the IFC EHS Guidelines for Thermal Power; Implement proper dust control measures. Measures will include the damping down of dust if excavations are occurring in high winds, rig dust suppression units and the covering piles of excavated material to prevent mobilization (with nets or matting); Efficient scheduling of deliveries as well as establishing and enforcing appropriate speed limits over all paved and unpaved surfaces (< 40 km/h) via a Traffic Management Plan (TMP) approved by the Project Proponent.Implementation: Contractor. Supervision: ESMNo cost incurredDrilling/blasting, pipeline construction Vehicular movement and Equipment operationIncrease in ambient noise levelFitting all machinery and vehicles with effective exhaust silencers; Maintaining all machinery and vehicles in good repair and in accordance with the manufacturers instructions; Limit the working hours when near sensitive sites (schools, health care unit, etc.); Proper selection of equipment for the specific tasks considering the lowest sound power level; Maintenance of equipment as not to create unnecessary noise owing to mechanical problems; Operation of equipment in a manner considerate to the ambient noise background; Avoidance of leaving equipment idling unnecessary; Elimination of tonal, impulsive or low frequency noise through noise control engineering techniques where feasible (e.g. dampers, fitting of mufflers, etc.) Provision of alternative methods if necessary (substituting hammering actions with hydraulics); Provision by the Contractor of adequate buffer zone with sensitive populations in the Project Area; Mandatory use of noise plugs during noisy activities and Proper communication with receptors whenever highly noisy events are plannedImplementation: Contractor. Supervision: ESMNo cost incurredVehicular movement & Truck Trips/HaulageTraffic congestionLiaising with community and government by a dedicated resource in the field throughout the duration of the project (i.e. establishing a complaint register to document potential public complaints. Clearly identify the project footprint to avoid accidents during further development of the area particularly in the designated and construction sites. Having a Traffic Management Plan (TMP); Allowing only certified and trained drivers to carry out transportation related activities; Having an Emergency Response Procedures in place; and Having a maintenance program to all vehicles associated with construction activities.Implementation: Contractor. Supervision: ESMNo cost incurredFuel, Oil and Chemical Handling and Storage Contamination of soil quality and groundwater resourcesStorage Where appropriate, fuel, oil and chemicals stores will be sited in specific designated areas on site on an impervious base within a suitably contained area; The fuel storage facilities will have a secondary containment, such as a berm, capable of holding the capacity of the largest container plus 10% to accommodate rainfall; Fresh oil and waste oil will be segregated and stored separately to prevent a potential risk of mixing; All storage tanks will be positioned to minimize the risks of damage by impact; All storage tanks will be of sufficient strength and structural integrity; No storage tank will be used for the storage of fuel, oil or chemicals unless its material and construction are compatible with the type of materials to be stored and storage conditions (e.g. pressure and temperature); Drip trays will be installed underneath equipment such as diesel generators, transformers to contain leakage. The drip trays will be maintained and kept drained of rainwater; and All fuel and oil will be inventoried and use recorded. Refueling Supervision of refueling at all times by appropriate personnel: Checks to fill hoses, valves and nozzles for signs of wear and tear prior to operation; Checks to tank levels prior to delivery to prevent overfilling through side glass or manually by dipstick logs; Locating fill pipes within the containment (unless shut-off valves are fitted); Grounding of tanks and grounding of vehicles during fuel transfers; and Ensuring a supply of suitable absorbent materials is available at re-fuelling points for use in dealing with minor spills. If a leak or spill occurs during loading or offloading operations, the operations will be stopped and the spill will be contained, cleaned up and collected based on the Spill Response Plan. Chemicals Personnel handling chemicals will be trained in their handling and use and aware of the associated hazards including the personnel protective equipment (PPE) requirements through pre-task instruction. Material Safety Data Sheets (MSDS) for all chemicals supplied will be held at the storage area, the point of use and by the site medical staff and site ES&SR representative; Safety signage will be in place; All chemical deliveries (loading and unloading operations) will be supervised at all times and will be transferred to a secure storage area without delay; Storage of chemicals will be sited on designated areas at the site; an inventory of all chemicals on site will be kept and use will be recorded. Chemicals will be properly packaged, labeled and stored; Dangerous/hazard chemicals will be stored separately; Chemical storage drums will be in good condition and with sealed bungs. All used drums will be washed / flushed with water and pierced before leaving the site to prevent local use and subsequent exposure to contaminants if they are not able to be returned to the original supplier. All tanks and containers will be clearly labeled with the nature of the contents and placarded with the MSDS. The storage of chemical products in containers or on palettes equipped with plastic dust cover against severe weather. Chemicals will be shaded. Chemical storage drums and packaging are to be returned to the original supplier in an orderly fashion i.e. palletized and shrink wrapped.Implementation: Contractor. Supervision: ESMNo cost incurredWaste ManagementContamination of soil quality and groundwater resourcesCDR shall promote the use of a Licensed Municipal Waste Facility in coordination with MoE. All personnel shall be responsible for ensuring that standards of good housekeeping are maintained. This will include clearance of all rubbish and work associated debris; Contractors to include a waste management plan as part of CEMP. And CDR to ensure that solid waste management is included in the contractors agreement. Implementation: CDR/Contractor. Supervision: ESMNo cost incurredOPERATION ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN (OESMP)Site clearance /excavation and spoil stockpiling activities Accidental spills Tunneling activities Contamination of groundwater QualityClean up spills if any with an absorbent material such as cat litter. Develop a contingency plan to prevent potential groundwater contamination. Passing water resulting from tunneling and excavation through oil separator prior to discharge in the event that it has been contaminated with oily residues. Minimize the planned amount of land to be disturbed as much as possible. Use special construction techniques in areas of steep slopes, erodible soils, and stream crossings. Reclaim or apply protective covering (e.g., vegetative cover) on disturbed soils as quickly as possible. Avoid creating excessive slopes during excavation and blasting operations since these activities accelerate water percolation into ground. Monitor construction near aquifer recharge areas to reduce potential contamination of the aquifer. Disposal of excess excavation materials in approved areas to control erosion and minimize leaching of hazardous materials. Impose site-specific Best Management Practices, potentially including silt fences, hay bales, vegetative covers, and diversions, to reduce impacts to surface water from the deposition of sediments beyond the construction areas. Immediate implementation of the Oil spill response plan in case of accidental events.Implementation: Contractor. Supervision: ESMNo cost incurredSite clearance /Excavation Vehicular movementDestruction of natural habitat (loss of forested areas and few native flora species)Develop a detailed plants Inventory at the 3 identified sensitive sites (Ouardaniye WTW, Nahr Damour Siphon/Washout and Khalde Flow measurement and sampling chamber) prior and post construction activities commencement as part of CEMP; Developing an ecosystem rehabilitation plan to regenerate and reintroduce some of the native species of trees (especially at the most degraded areas) present in the studied area, therefore leading to positive impacts on biodiversity. Implementation: Biodiversity expert1200Special effort and attention should be given to the 4 sensitive sites Limiting vehicular transport to defined roads as to prevent unnecessary damage to vegetation; Preserving top soil excavated by conventional methods (such as drilling); Avoiding introducing invasive plant species (e.g. weeds). All affected areas must be replanted with indigenous species appropriate to the respective sites; and Implementation: Contractor. Supervision: ESM Biodiversity expertNo cost incurredPhysical excavation (blasting, site clearance, trenching)Demolition, alteration of or damage to archaeological resources, whether on surface or below-groundPrepare a brochure to help crew members recognize any discovery of buried antiquities; andArchaeologist500Direct reporting to local authorities (DGA) in case of new findings during Construction and proper documentation of historic sites. Implementation: Contractor. Supervision: ESM No cost incurredLand ExpropriationPermanent and irreversible loss of land and some loss of agricultural greenhouses (agricultural business) Temporary severance / disturbance of public rights-of-way and access to community resources and services.Consultation with potentially affected communities prior to expropriation procedures. Fair and full compensation for land and other assets expropriated for the project in the public interest as stated in the Lebanese expropriation law (Law No. 58/1991 and its amendments (2006)).. Compensation to local farmers who lost their agricultural lands (loss of livelihood); Preparation of a Resettlement Action Plan (RAP) (ongoing) as per the World Bank standards.ESMNo cost incurredFuel and Chemicals handling & storageContamination of soil quality and groundwater resourcesSelecting appropriate locations for septic tanks installation as to avoid leakage and contamination of groundwater. Immediate cleaning of a spill by removing affected top soil layer by trained employees Continuous in-situ sampling of soil in the vicinity and underneath the spill for potential contaminant; and Stopping the source of spill (close valve, seal pipe, seal hole etc); Refueling in a designated fueling area that includes a temporary berm to limit, if not prevent, the spread of any spill.Implementation: WTW operator Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurredWastewater generation (sanitary/process)Contamination of soil quality and groundwater resourcesCDR should commission local contractor for the collection of domestic wastewater and disposal to nearest public sewerage network ( Frequency will be based on septic tank volume)Implementation: Local contractor Supervision year of operation: ESM After project handover: Environmental representative from BMLWWA200 (unit cost)Adopting as much as possible dry cleaning techniques to decrease resultant wastewater, and to avoid flushing of spills to deeper soil layers. Develop a stormwater management plan to ensure compliance with regulations and prevent off-site migration of contaminated stormwater.Implementation: WTW Operator Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurredLeaching from Naameh landfillContamination of groundwater qualityRegular monitoring wells data inspection for the section of the tunnel lying downstream the land fill Giving additional consideration for the subject strip during maintenance of the tunnel Checking for any fissures or fractures in the tunnel wall during maintenanceDuring the first year of operation: ESM After project handover: Environmental representative from BMLWASludge handling and disposalContamination of groundwater resourcesDesign considerations for sludge management include dewatering and thickening processes prior to disposal. Re-use of separated water at the inlet of the WTW instead of discharge of liquid effluent to wadis. In the event of effluent discharge into the Wadi (following sludge dewatering), the former should comply with the Lebanese new standards for discharge into receiving water bodies (Decision No. 8/1). Investigate the disposal of sludge cake to the Naameh landfill instead of quarry rehabilitation. (In the latter case, potential for percolation/leaching into groundwater).Implementation: WTW Operator Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurredOperation of pumping stationsNuisance to noise-sensitive receptorsFitting all equipment and pumps with effective exhaust silencers Proper selection of pumps for the specific task considering the lowest sound power level; and, Maintenance of pumping stations as not to create unnecessary noise owing to mechanical problems Insulating generator rooms and engines.Implementation: WTW Contractor Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurred Introduction Background Information Greater Beirut has been facing a deficit in potable water for the past forty years. Shortage in water is estimated today at 145,000 m3/d and 275,000 m3/day for the wet and dry seasons, respectively. In 1970 the Lebanese Government of the day passed a decree (Presidential Decree No. 14522, May 1970) in which it allocated water from the Litani and Awali river catchments to different regions in Lebanon. As a result, Greater Beirut was allocated 50 million cubic meters for the dry season. This corresponds to 250,000 m3/day (3m3/s) of water. In 1977 the Ministry of Energy and Water (MoEW) on behalf of the Government requested from the Council of Development and Reconstruction (CDR) to study the options for providing additional water resources to Greater Beirut. Significant number of studies dealing with conveying water by means of a tunnel and pipelines has been carried out. At the beginning of 1994, CDR contracted Montgomery Watson and Engico to update the feasibility study submitted by them in 1985 to re-evaluate options of the tunnel and pipeline for the conveyor. Montgomery Watson and Engico completed the feasibility study in April 1995. They completed the detailed design reports and tender documents in late 1997 and early 1998. While Montgomery Watson and Engico were preparing the studies relating to the Awali-Beirut Conveyor, CDR based on Government Decision 31, 7/4/1982, in coordination with the Ministry of Finance and the World Bank, started to investigate ways of funding and executing the conveyor. A decision was made to execute the conveyor on the basis of a contract, which would have a life span of 25 years. Today the CDR is seeking to secure financing of the project from the World Bank whereas the Beirut and Mount Lebanon Water and Wastewater Establishment (BMLWWE) will be covering the local counterpart financing needs. It was finally decided to commission the project based on conventional contracting basis with four years expected construction duration and one year operational maintenance. The CDR has contracted Montgomery Watson Harza to re-evaluate its latest feasibility study and has contracted ELARD group for the purpose of updating the latest Environmental Impact Assessment (EIA) study submitted by Montgomery Watson and Engico in 1998. General Project Description and Location The project aims at securing a sustainable source of potable water to Greater Beirut to overcome the existing deficit and meeting the city's potable water requirements on the short and medium term. The Project encompasses the following components: The construction of a transmission conveyor from the Awali River just north of Saida to Beirut (Awali-Beirut Conveyor); The construction of water supply networks within Greater Beirut area to distribute the water supplied through the conveyor to the inhabitants of the area (Greater Beirut Water Supply Networks). The Awali-Beirut Conveyor will supply, by gravity, the Greater Beirut area with approximately 250,000 m3/day (3 m3/s) during the dry season. The conveyor will meet the needs of Greater Beirut in the short to medium terms. A detailed description of sub-components is provided in Section2. The Greater Beirut Water Supply Networks component comprises construction of 16 reservoirs (between 500 m3 and 1000 m3 storage capacity each), replacement and/or installation of approximately 187 km of distribution network and associated pumping stations as well as Installation of 200,000 household meters in portions of the project area to be selected by the GBMLWWE and to operate on a volumetric tariff basis. Construction works are expected to be completed within four years. ESIA Objectives The ESIA is an important decision-making tool required by the Ministry of Environment and by the World Bank, that ensures that the environmental hazards and effects of the Project are identified and evaluated prior to operations, and that appropriate control measures are implemented. The main objective of this study is to determine the potential environmental and social impacts associated with the proposed Project. The objectives of this ESIA study are to: Identify all applicable Lebanese national legislation, policies, standards and international treaties, agreements, industry standards and guidelines and regulatory environmental requirements for the project, etc.; Provide a detailed description of all Project activities and work plans to be carried out in sea and on land. Describe the existing environmental baseline conditions of the Study Area covering the physical, marine biodiversity, socio-economic, and cultural elements likely to be affected by the proposed dredging and disposal activities and/or likely to cause adverse impacts upon the Project, including both natural and man-made environments; Identify and assess the potential impacts on environmental and social resources associated with the Project; Identify the nature and extent of any significant potential environmental and social impacts be they positive (beneficial) or negative (adverse), temporary or permanent. This shall include routine, non-routine (planned) operations and unplanned (accidental) events; Identify any significant cumulative or transboundary impacts of the project and recommend appropriate actions to mitigate or minimize these impacts during the project execution; Identify and evaluate appropriate mitigation measures for these impacts; Identify any residual impacts following application of mitigation; and Identify, assess and specify methods, measures and standards to be included in the detailed design, operation and handover of the Project, which are necessary to mitigate these impacts and reduce them to acceptable levels. The ESIA study shall ensure that: The Project complies with international treaties, agreements and industrial standards and guidelines. The Project under assessment complies with relevant Lebanese legislations, standards and World Bank requirements. In the absence of any relevant Lebanese standards or requirements for sampling, construction and disposal operations, the Project should be at a minimum, compatible with international standards, such as those issued by the World Bank, IFC, OSHA,... Transparency in Project activities and engagement of local authorities and community regarding its environmental, social and economical aspects. ESIA Report Structure This updated ESIA study is executed in accordance with the Lebanese Environmental Protection Law No. 444 of 2002, the Lebanese Draft EIA Decree, as well as World Bank guidelines. The report is structured as follows: Introduction; Legal and Institutional Framework; Project Description; Analysis of Alternatives; Environmental and Social Baseline; Public Participation; Environmental and Social Impacts Assessment; Environmental and Social Management Plan (ESMP) including mitigation, monitoring, and institutional strengthening-capacity building and training; Appendices Legal and Institutional Framework Introduction This chapter presents an overview of all environmental legislation and standards relevant to the construction and operation of the Awali-Beirut Water Conveyor Project. This section sheds light on the legal and institutional framework and identifies gaps and deficiencies in the national legal and institutional system. The objective is also to ensure compliance not only with the Lebanese environmental laws and regulations, but also with the relevant international agreements, standards and guidelines of which Lebanon is signatory and to observe non-statutory corporate standards and good practice guidance. Institutional Framework and Sector Organization in Lebanon Institutional Framework for the Protection of the Environment In 1981, a state Ministry of Environment was created for the management of environmental affairs such as the use of pesticides, deforestation and forest fires, solid waste disposal, protection of native biodiversity, etc. In 1993, Law 216 established the Ministry of Environment (MoE) and defined its mandates and functions. Article 2 of this Law stipulates that the MoE should formulate a general environmental policy and propose measures for its implementation in coordination with the concerned government administrations. The article indicates that the MoE should protect the natural and man-made environment in the interests of public health and welfare, and fight pollution from whatever source by taking preventative and remedial action. The MoE is charged in particular with developing the following aspects of environmental management: A strategy for solid waste and wastewater treatment and disposal, through participation in appropriate committees, conducting studies for this purpose, and commissioning appropriate infrastructure works; Permitting conditions for new industry, agriculture, quarrying and mining, and the enforcement of appropriate remedial measures for establishments existing before promulgation of this law; Conditions and regulations for the use of public land, marine and reverie resources in such a way as to protect the environment; and Encouragement of private and collective initiatives that improve environmental conditions. Law 216 was amended twice according to Decrees 5591/94 and 667/97 so as to strengthen the Ministry and reorganize its mission and prerogatives along four general policy principles; 1) Regionally balanced development, 2) Protection of the environment through preventative measures, 3) Adoption of the polluter pays principle and 4) Integration of environmental policies into other sectoral development policies. The Ministry of Environment plays also a role in Coastal Zone Management (CZM), as mandated by law 690/2005 that specified the prerogatives of the Ministry as follows: The formulation of strategies, policies, programs, and action plans for CZM; The development of relevant legislation, and participation in the preparation of international treaties and protocols; The promotion of awareness and guidance on CZM issues in the community; The specification of environmental guidelines for: The classification of establishments Master plans for zoning (in cooperation with MoPWT) The creation and exploitation of public beaches Formulating the strategy, action plans, programs, and studies required for the integrated management of hazardous and non-hazardous solid waste, domestic and industrial wastewater, in addition to monitoring their implementation; Protection of the coastal zone and of territorial waters; Monitoring air, soil and water quality; recommending preventive and corrective measures, and monitoring their application; Regulating hunting and fishing activities in coordination with the MoA; Controlling the use and disposal of chemicals; Conducting inspection visits and stopping contraventions. A major step was achieved when, in July 2002, a comprehensive environmental protection law Law 444 - reflecting the policy principles mentioned above, was introduced. Law 444 sets the fundamental principles that govern the management of the environment and the use of natural resources. In doing so, the Ministry of Environment does not undertake its environmental management efforts in isolation. Indeed a number of other government ministries and bodies have also environmental responsibilities  REF _Ref265669618 \h Table 21 lists the main stakeholders concerned with the environment. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 1 Main Public administrations and stakeholders concerned with the protection of the environment Public AdministrationPrerogativesMinistry of Environment (MoE)MoE reviews, approves or refuses Environmental Impact Assessment reports prepared by engineering and/or consultancy firms for existing or for potential projects Ministry of Energy and Water (MoEW)MoEW monitors surface and underground water quality. It also estimates water needs and uses in all the regions, and identifies the conditions and systems needed for surface and underground water exploitation. It then develops the schemes for distribution of water (drinking and irrigation).Ministry of Public Works and Transportation (MoPWT)MoPWT manages, via its different directorates, roads, bridges and water channels. Through its different directorates, it manages land and maritime transportation as well as land use planning.Higher Council of Urban Planning (HCUP)HCUP is responsible for urban and rural planning. In doing so it reviews designs and plans of villages and towns, including zoning proposals for these areas. It also reviews project decrees aiming at expropriation.Ministry of Public Health (MoPH)MoPH is responsible for safeguarding and improving public health through for example setting allowable levels for contaminants in water, inspecting water quality in public beaches and tourist resorts and protecting water resources, specifically coastal underground water reservoirs.Ministry of Interior (MoI)MoI stops all kinds of infractions and violations.Council of Development and Reconstruction (CDR)CDR prepares all construction and development plans in the country. It also suggests the economic, financial, and social policies needed for the implementation of these plans and accordingly sets the priorities and presents them to the CoM for approval.MunicipalitiesRepresent the level of local government with legal status, financial and administrative independence, which exercises powers and responsibilities over the territory it is granted by law. Main Public Stakeholders concerned with the project Several stakeholders play an important role in the management of natural resources and livelihood strategies within the Project area. These stakeholders and their mandate relevant to the project are presented in the sections below and summarized in  REF _Ref268506909 \h Table 23: Ministry of Energy and Water (MoEW) Since its creation, the Ministry of Energy and Water handles water issues and controls water privileges. The new law organizing the water sector Law 221/2000 - confirmed the ministrys role in monitoring surface and underground water quality, setting the standards that should be adopted in the studies and execution of public investments related to water as well as identifying the conditions and systems for surface and underground water exploitation. It also enhanced the Ministrys control over the water amounts extracted from underground aquifers. Indeed, Article 2 of this Law enumerates the competencies and missions of the Ministry of Energy and Water as follows: Monitoring, studying, and estimating the volume of water resources, and estimating water needs and uses in all regions; Monitoring the quality of surface and groundwater and establishing relevant standards; Developing a general scheme for the allocation and distribution of drinking water and irrigation water throughout the country; designing and continuously updating a Masterplan for water to be submitted through the Minister to the Council of Ministers (CoM) for approval; Designing, studying, and implementing large water projects such as dams, mountain lakes, tunnels, diversion of riverbeds, water networks, etc., and overseeing their operation; Protecting water resources against losses and pollution by elaborating legal texts and taking necessary measures and action to prevent water pollution and restore its initial natural quality; Developing standards to be adopted in the studies conducted by Water and Wastewater Establishments, and the implementation of their works; in addition to guidelines and regulations for the exploitation of surface and groundwater and the management of wastewater, and standards for the protection and monitoring of water quality. Ministry of Public Works and Transportation (MoPWT) According to Decree 2872/1959 (Organization of the Ministry of Public Works and Transportation) and its amendments, the Ministry of Public Works and Transport is composed of five directorates having each its own prerogatives. Of all 5 directorates, the Directorate General of Land and Maritime Transport and the Directorate General of Urban Planning are those that are mainly and directly involved in CZM. Indeed, the Directorate General of Land and Maritime Transport (Decree 1611/1971) is responsible for all matters relating to land and maritime transport, the supervision of ports, marinas, and the public maritime domain, in addition to its authority on the Organization of Railways and Public Transport. Whereas, the Directorate General of Urban Planning (DGUP) is responsible for specifying and organizing land use planning through zoning of regions, specifying allowed investments for different land uses, as well as architectural constraints, and suitable conditions for ensuring the integration of projects within their surrounding from an aesthetic, architectural, infrastructural, environmental, and socio-economic point of view. As for actual enforcement, it is the responsibility of the local authority (municipality/ district) and the Security Forces. The DGUP interferes in the case of complaints, and plays an inspection role upon termination of building construction by verifying the compatibility of facilities with permit conditions and specifications. On the other hand, the Directorate General of Roads and Buildings (Decree 13379/1998), is in charge of the design, execution and maintenance of roads, bridges, walls, and water channels. The Directorate also designs, expropriates, subcontracts and supervises works including maintenance of public buildings and assets. The presence of a Department of Environment and Traffic Safety within the Directorate General of Roads and Buildings should be noted, which is responsible for assessing the environmental impact of projected roads, and recommending mitigation measures. Higher Council for Urban Planning (HCUP) The Higher Council for Urban Planning (HCUP) that was created in 1983 (decree-law 69/1983) is the party responsible for urban and rural planning. It comprises representatives from CDR, MoIM, MoPWT, MoE, MoC and other concerned ministries, municipalities as well as Order of Engineers and Architects. It can meet with the concerned parties (such as municipalities and public institutions) for discussing issues pertaining to them and it will give opinion regarding Designs and plans of villages and towns, and zoning designs Project decrees aiming at the creation of real estate companies, conducting expropriation and allotment Revision of building permits and allotment Projects aiming at modifying urban planning and building laws Ministry of Public Health (MoPH) The Ministry of Public Health (MoPH) is responsible for safeguarding and improving public health, through the prevention of disease, supervision of health care institutions, suggestion of new legislation or modification of existing ones. The MoPH consists of Central and Regional Departments, as well as a Department of Projects and Programs. Besides suggesting the modification of laws and regulations relating to health prevention, as prompted by social and scientific developments; and preparing relevant project laws and decrees, MoPH is also responsible for setting allowable levels for contaminants in water, inspecting water quality in public beaches and tourist resorts and protecting water resources, specifically coastal underground water reservoirs. The Ministry is also in charge of: Conducting studies and suggesting protocols aiming at preserving the environment's safety from threats to public health; Formulating project decisions on sanitary and preventive guidelines for all kinds of classified establishments; Suggesting specifications and technical conditions required in the construction of sewage and potable water networks, and solid waste collection and disposal projects; Suggesting classification of new types of industrial facilities, and re-classifying those that need reconsideration; Approval of projects such as the establishment of slaughterhouses and construction of sewage networks. With regards to the Regional Departments (or Public Health Services), they are distributed in all Governorates except in the Governorate of Beirut, and all districts. They are responsible for implementing health protocols in the Governorates, providing preventive and laboratory services. Sanitary Engineers in these services also give their opinion regarding the establishment of slaughterhouses and sewage networks in cities. As for the District Physicians, they monitor potable water quality, solid waste disposal, and sanitary guidelines in residential, recreational and occupational settings. Ministry of Interior and Municipalities The Ministry of Interior and Municipalities is concerned with Lebanon's internal policy affairs, encompassing preparation, coordination, and execution; in addition to safeguarding discipline and security; overseeing the affairs of governorates, districts, municipalities, unions of municipalities, the Independent Municipal Fund, mayors, local elected councils, villages, parties, NGOs; and managing motor vehicle and traffic affairs, etc. The Ministry of Interior and Municipalities is composed of several distinct directorates having different prerogatives as set in Decree 4082/2000. The Directorate General of Administrative and Local Councils mainly has a supervisory and monitoring role over municipalities, which are themselves directly in charge of CZM and other issues. Overseeing the application of laws and regulations relating to local affairs, municipalities and their unions, and other local councils; suggesting plans and developing studies aiming at the development of local life and activities and promoting public participation in them, and submitting these studies to the Minister of Interior and Municipalities; The Directorate General of Internal Security Forces plays a monitoring and enforcement role in CZM through an enforcement body consisting of the Coastal Brigade Command and the Coastal Detachments, responsible for implementing laws and regulations relating to coastal control and for sanctioning violations, in coordination with the enforcement body affiliated to the MoPWT. Its duties cover the parts of the coast situated within the municipal authority and outside ports and harbors. Council for Development and Reconstruction (CDR) The CDR is a public institution that was created in 1977 - in partial replacement of the Ministry of Planning - to be the Government unit responsible for reconstruction and development. CDR has unprecedented powers to avoid any administrative routine that could slow down the reconstruction process, especially in the financial field. It is financially and administratively independent, and directly affiliated to the Council of Ministers (CoM). Decree 5/1977 specified CDRs responsibilities which are formulated around 4 main axes (i) Planning, (ii) Consultancy and Guidance, (iii) Financial, (iv) Implementation and Monitoring. These are to be implemented in cooperation with other ministries and stakeholders and can be summarized as follows: Planning: Development of a general plan, consecutive plans and programs for construction and development activities; in addition to the suggestion of economic, financial, and social policy in line with the general plan. All of these plans and policies are submitted for approval to the CoM; Developing a budget for the implementation of the general plan; Suggesting project laws relating to construction and development and presenting them to the CoM; Developing a general guidance framework for urban planning and presenting it to the CoM for approval. Consultancy and Guidance Giving opinion to the CoM on economic and financial relationships with other countries, foreign associations and organizations; Getting in contact with foreign associations and organizations for the purpose of seeking economic, cultural, technical and social assistance; Preparing and publishing statistical studies relating to economic and social activities and projects; Conducting the necessary studies in the developmental and construction fields, or designating qualified parties to conduct them, and suggesting the enhancement of the Council's scientific capabilities; Requesting ministries, public institutions, and municipalities to prepare projects in line with the Council's developmental and construction overall objectives; Providing relevant information for ministries, public institutions, municipalities, and the private sector; Giving suggestions on the creation, development and guidance of financial establishments and companies working on development issues. Financial duties, Securing financing for the implementation of the various projects or programs, the source of funds being the CoM or international donors. Implementation and Monitoring tasks Conducting feasibility studies for construction and developmental projects figuring in the general plan, or preparing programs required for the development of plans Executing the projects figuring in the general plan, consecutive plans and programs, in addition to any other construction/development project requested by the CoM. The CDR selects the appropriate public institution, municipality, or company for the execution of these projects, and the appropriate means (bidding, subcontracting, partnership,). The CDR is the exclusive party responsible for expropriation procedures, and issuing administrative authorizations and licenses, except in the case where the CoM issues them. Monitoring of all projects figuring in the plans and programs, and those referred by the CoM, and submitting relevant reports to the CoM Monitoring the proper allocation of economic and financial subsidies to their proper targets. The CDR has developed a General Master plan, including a plan for CZM, organizing land use in Lebanon. This plan encompasses the construction of wastewater treatment plants in coastal cities, the rehabilitation of solid waste dumps, the construction of a coastal highway, among other components. This Master plan has not been approved by the CoM to date a fact that prevents its implementation. Beirut and Mount Lebanon Water and Wastewater Establishment (BMLWWE) BMLWWE was created by Law 221 (29/5/2000) which has restructured the water sector in Lebanon. Article 3 of Law 221, delineates the creation of five water establishments among which the Beirut-Mount Lebanon Water Establishment by merging the Beirut and Mount Lebanon Water Authorities. Duties and competencies of the BMLWWE are described in Article 4 of Law 221. These are: To carry out studies, implementation, operation, maintenance and renewing of projects for drinking and irrigation water distribution, (except for irrigation water in the South and South Beqaa that remains under the responsibility of the Litani River authority), within the frame of General Master-Plan according to a Ministrys prior permit to use public water resources. To propose tariffs for drinking and irrigation water services taking into consideration general Socio-economic conditions of the Country. To control the quality of the drinking and irrigation distributed water. These Water Establishments is operating under its own regulations. It has to hire the services of an audit company concerning their financial status and is managed by a board of Directors constituted of a President and six members. According to Article 6, the establishment is submitted to the posteriori control of the Account Court. Its activities are assessed by a Performance Evaluation Committee composed of the (MoEW as president and 7 members: the General Director of the Ministry of Finances, the General Director of Exploitation in the MHER, the General Director of Hydraulic and Electric Equipment in the MHER, a hydraulic engineer, an economy graduate, a law graduate, and a second category functionary from the General Directorate of Exploitation as rapporteur. Law 377 issued on December 14th 2001 is an Amendment of Laws 221 and 241. In the Article 1, the new version of paragraphs 3 and 11 of Article 2 concerning Law 221 incorporates the responsibilities of the waste water within the competencies of MoEW. Article 2 gives the same amendment for Water Establishments duties by incorporating the handling of the waste water in the subparagraphs of Article 4 of Law 221. The Articles 3 replaces the name of the Ministry of Hydraulic and Electric Resources mentioned in the Article 5 first paragraph of Law 221, by the corresponding terms; Ministry of Energy and Water. The Article 4 brings, in addition to the previous modification relative to the MHER, another new appellation: General Director of Hydraulic and Electric Equipment is replaced by General Director of Hydraulic and Electric resources. Public Water Establishments are replaced by Public Water and Waste Water Establishments PWWEs. BMLWE is also experienced in handling expropriations for public works, but as its in-house legal services are limited, the practice is to hire an outside expert to handle all expropriations files and liaise with the authorities. Below are some related decrees that govern the BMLWWE: Decree 8122 (3/7/2002): organizes the implementation of the Law 221. Decree 14596 (14/6/2002): sets the internal organization of the BMLWWE. Decree 14597 (14/6/2005): sets the investment organization of the BMLWWE. Decree 14637 (16/6/2005): sets the financial organization of the BMLWWE. Decree 14877 (1/6/2005): sets the employment organization of the BMLWEE. Litani River Authority The Litani River Authority was established in 1954 for the purpose of executing the Litani River project developed by the Government within its general framework for water planning in order to provide for irrigation, drainage, drinking water and electricity. The Litani River Authority has been created by the Law issued on August 14th 1954. Its duties and competencies are, as per the previous law, as follows: The execution of the Litani project for irrigation and drainage, for potable water and electricity production within the integrated Master Plan for Water in Lebanon and pursuant to the studies undertaken by the Lebanese Government assisted by the American Technical Commission. The installation of a network for the electricity plants in Lebanon. The erection of transformation stations, transmission and distribution lines in the whole Lebanese regions. This Authority has the status of moral person and it operates within an administrative and financial autonomy. Two days after the implementation of August 14th Law, the first Board of Directors was designated by the Decree 5997 issued on August 16th 1954. On year later, three new Laws were issued on December 30th 1955 concerning three main issues to consolidate the start up of LRA. The first one, was ratified the agreement signed on August 25th 1955 to guarantee the loan of the International Bank for Development and Reconstruction to the LRA. The second one, has given to LRA, the right to exploit all the parts of the Litani project as well from technical point of view as from financial aspects, It constitutes an Amendment to the LRA creation Law. The third one has decided the advance of the Public Treasury to the LRA. The Litani River Authority is governed by the same laws governing the other Autonomous Water Authorities, like Law 4517. This Authority is managed by a Board of Directors for three years. The chart organization of the LRA shows the main executives responsibilities constituted by a general Manager, four managers handling the administrative, technical, irrigation and hydroelectricity aspects. They are assisted by 16 departments and 42 bureaus. Municipalities A municipality is the level of local government with legal status, financial and administrative independence, which exercises powers and responsibilities over the territory it is granted by law. The municipal machinery is made up of a decision-making power (invested in the elected municipal council) and an executive power (held by the President of the municipality or Mayor himself). The law grants municipal councils decision making powers and responsibilities relating to all activities of public interest within the municipal area based on a non-exhaustive list which sets out the relevant areas of public interest. According to Decree 118/1977, they are responsible for: Determining municipal taxes or fees; Developing TORs for services, works and supplies, or for selling municipal properties; Accepting or rejecting funds and donations; General programs of works, cleanliness, health affairs, water and lighting projects, etc.; Planning, rectifying and enlarging roads, creating parks and public places; Formulating designs for the town and the master plan in cooperation with the Directorate General of Urban Planning (DGUP); Creating parks, courts, museums, hospitals, libraries, sewerage networks, and waste disposal options, etc.; Organizing transportation and specifying prices; and Approving permit applications for the exploitation of classified shops, restaurants, resorts, cafes, hotels, and all kinds of tourist and leisure facilities. The  REF _Ref263599277 \h \* MERGEFORMAT Table 22 below refers to the list of municipalities influenced either directly or indirectly by the project Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 2 List of Municipalities Municipality Name Areas Covered by the MunicipalityJounfrom Abu Abes river till Deir MkhalesSarouniyeMazraat El BarghoutiyeOuardaniyeOuardaniyeSiblineSiblineBarjaBarjaAin EL AsadBaasirBaasirHaret BaasirDebsheMarj BarjaDebbiyeDebbiyeHaliyouniAaqlineDahr AaqlineMazraat Er RazaniyeDahr El MgharaDahr El MgharaEl MechrefMechrefEl DamourDamourSaadiyatEl NaameNaamehHaret El NaameDawhet el HossHadathHadathHazmiehHazmiehChoueifetChoueifetKhaldeAamrousiyeQobbeKfarshimaKfarshimaBsabaBsabaAaramounAaramounWadi ChahrourWadi ChahrourBsousBsousBdedounBdedounBaabdaBaabdaFiyadiyehLouaizeYarzeChiahChiahBorj El BarajneBorj EL BarajneHaret HreikHaret Hreik Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 3 Summary of institutions main responsibilities InstitutionWater ResourcesUrban Planning/ ZoningStandards and LegislationEnforcementMarine Environment Protection protection of natural resourcesWasteWater Dischargesolid waste managementissuing permitsinfrastructurequality & sanitationdistribution &supplyCouncil for Development and Reconstruction((((Beirut and Mount Lebanon Water and Wastewater Establishment(((Ministry of Energy and Water(((Ministry of Environment(((((((((Ministry of Public Works and Transport((((((((Ministry of Public Health((((((Municipalities(((((((((Lebanese Environmental Regulations and Standards Overview of the Legal Framework in Lebanon The Lebanese Constitution represents the strongest legislative text in Lebanon and when in contradiction with the Constitution, a proposed legislation(s) cannot be issued. International treaties/agreements ratified by Lebanon have the second priority in the Lebanese legislative framework.  REF _Ref265669788 \h Table 24 describes the legal structure in Lebanon Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 4 Legal Pyramid Type of legislationDescriptionLaws Laws are passed by the Lebanese Parliament. The Council of Ministers or deputies propose a project of law that is discussed by the appropriate parliamentary committees prior to being promulgated in a plenary parliamentary session. Environmental legislations are generally reviewed and assessed by the Parliamentary committees dealing with Agriculture, Tourism, Environment, and Municipalities as well as Public Works, Transportation, Electric and Hydraulic Resources and Planning and Development.Decree LawsIn exceptional cases (like absence of the Parliament or non respect of constitutional delays), the President of the Republic can pass these decree laws which have the same legal standing and powers as laws.Decrees The Council of Ministers issues decrees that are usually proposed by a certain ministry. The Council of State is consulted before the issuance of a decree to ensure that the latter does not contravene existing laws..Resolutions/DecisionsMinisters issue resolutions without the pre-approval of the Council of Ministers but after consulting the Council of State to ensure the integrity with existing laws. Synopsis of the Legislative Framework for Environmental Protection . To date, the current Lebanese environmental regulations are generally scarce with some dating back several decades.  REF _Ref263446254 \* MERGEFORMAT Table 25 presents an overview of the main environmental legislations found in Lebanon dealing with the management of water resources, solid waste and wastewater as well as air quality and pollution control; these legislations are listed in reverse chronological order. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 5 Summary of Legislations YearLaw / Decreerelevant Provisions2002Decision 5/1Review of Initial Environmental Examination" report2002Decision 6/1Review of Scoping report and Environmental Impact Assessment report2002Law 444Environment Protection Law2002Law 432Accession to the Stockholm Convention on Persistent Organic Pollutants. 2002Decree 8018Sets procedures and guidelines for the establishment and operation of industrial institutions/facilities. It provides for example the distance requirements from water resources which vary according to industry classification (Class I, II, III, VI, and V).2001Decision 5/1Environmental Guidelines for the Establishment and/or Operation of Stations Distributing Liquid Petroleum Products. 2001Law 341Reducing air pollution resulting from the transportation sector and encouraging the use of a greener less polluting fuel.2001Law 377Changed the Ministry of Hydraulic and Electric Resources (MHER) into the Ministry of Energy and Water (MoEW) and named the regional water authorities as Water and Wastewater Establishments located in Beirut, Bekaa, North Lebanon and South Lebanon. 2000Draft EIA DecreeThis Draft EIA decree is under the Framework of Environmental Law. It stipulates the EIA procedures and regulations related to all development projects that have a potential impact on the environment.2000Law 241Reducing the number of Water Establishments to 4.2000Law 221This Law organizes the Water Sector by regrouping 22 Water Offices and 216 Committees in 5 regional Water Authorities. Article 1 of this Law states that the protection and development of water as a natural resource, within the framework of environmental and ecosystem protection, is a crucial public service.1997Law 623Implementing penalties for vandalism and theft acts onwater, telephone and electricity infrastructures.1997Decision 71/1Management of Waste Imports.1996Decision 52/1Specifying the National Standards for Environmental Quality and the Environmental Limit Values for Air and Water. 1996Decision 40/1Amendment of decision 22/11995Decision 22/1Enforcement of Environmental Standards for Industries.1994Law 387Accession to the Basel Convention concerning the control of the trans-boundary movement of hazardous waste and their disposal.1991Law 58Expropriation law which was modified later on by the Law enacted on 12/08/20061988Law 64/88Protection against hazardous wastes that could harm air, water, biodiversity, soil, and people.1972Decision 67Methodology for bacteriological analysis of water.1966Law 68/66Protection against oil spill discharge from ships into the sea.1933Decree 2761Guidelines related to Wastewater Management and Disposal1932Decree law 16 L It mandates the establishment of buffer zones for the protection of all surface and groundwater resources from any type of activity/potential source of pollution. Requirements for buffering are found in Decision 320/26.EIA Draft Decree and Project Relevance to Environmental Protection Law The Project is governed by Lebanons main Environmental Framework Law (Law 444/2002 on Environmental Protection). The Project aims at supplying Greater Beirut with 250m3/d of water in order to compensate the existing deficit and secure sustainable source of water for at least the five coming years. Law 444 lists the different environmental receptors and resources as follows: Physical Environment (Ambient Air Quality & Noise); Soil Quality; Coastal Environment; Marine Biodiversity (fauna & flora); and Public Community (Project affected communities) A draft EIA decree was issued in 2000 which abides by specifications and standard criteria for environmental standards and requirements and sets principles and measures necessary to assess the environmental impact of development projects (refer to Environmental Protection Law No. 444/ 2002). The draft EIA decree comprises sixty-eight articles that address the objectives of the regulation, definitions, as well as various stages of the national EIA l process such as screening, scoping, implementation, and review of the EIA report, in addition to the period of validity, and the appeal process. The EIA draft decree also lists all the activities for which EIA or permit conditions are mandatory, and those that require an Initial Environmental Examination (IEE) (refer to Appendices 1, 2 and 3 of draft EIA decree). Being of water nature, related to supply of potable water through construction of tunnels, a treatment plant and water reservoirs, the project hence requires an EIA study. The EIA process is illustrated in a schematic diagram in Appendix 9 of the Draft EIA Decree. Relevant National Environmental Standards There are two main legislative texts that set the environmental standards for Lebanon as shown in  REF _Ref263446080 \* MERGEFORMAT Table 26 below. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 6 Main environmental standards in Lebanon Relevant StandardsMinisterial Decision No. 8/1, MoE30/1/2001Updates/replaces Decision 52/1 by developing National Standards for Environmental Quality (NSEQ) related to air pollutants and liquid waste emitted from classified establishment and wastewater treatment plantsMinisterial Decision No. 52/1, MoE29/7/1996Environmental Quality Standards & Criteria for Air, Water and Soil These decisions have assigned the particulate inorganic pollutants, gaseous inorganic pollutants and cancer causing pollutants into groups; as presented in  REF _Ref263450713 \* MERGEFORMAT Table 27 below. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 7 Pollutants Classification Particulate Inorganic PollutantsGroup IGroup IIGroup IIIGroup IVCd, Hg, TIAs, Co, Ni, Se, TeSb, Pb, Cr, CN, F, Cu, Mn, Pt, Pd, Rh, V, Sn-Gaseous Inorganic PollutantsGroup IGroup IIGroup IIIGroup IVAsH3, ClCN, COCl2, HPHBr, Cl2, HCN, HF, H2SHCl not mentioned at Group ISOX, NOXCancer causing pollutantsGroup IGroup IIGroup IIIGroup IVAsbestos, Benzo(a)pyren, Beryllium and its breathable compounds calculated as Be, Dibenz(a,h) anthracen, 2-NapthylaminArsenic Oxides, several Chrome (VI) and Chrome (III). Combinations calculated as Cr, Cobalt, Nickel and its breathable compounds calculated as Co/ Ni, 3,3-Dichlorbenzeden, Dimethylsulphate EthyleniminAcrylnitril, Benzene, 1,3-Butadien, 1-Chlor-2,3-epoxypropan (Epychlorhydrin), 1,2-Dibromethane, 1,2-Epoxypropane, Ethyleneoxide, Hydrazine, Vynilchloride-These decisions have also set the specifications and standards for various pollutants as described below: Ambient Air Quality Standards  REF _Ref263452867 \* MERGEFORMAT Table 28 below presents the maximum allowable limits for air emissions as set in Decision 8/1. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 8 Emission Limits ParameterEmission limit valueRemarkDust 200 mg/m3 (for new facilities) 500 mg/m3 (for existing facilities)Not containing hazardous compoundsParticulate Inorganic PollutantsGroup I1 mg/m3Mass flow > 5g/hGroup II10 mg/m3Mass flow > 25g/hGroup III30 mg/m3Mass flow > 50g/hGaseous Inorganic PollutantsGroup I1Mass flow > 50g/hGroup II5Mass flow > 300g/hGroup III30Mass flow > 1,000g/hGroup IV500Mass flow > 10,000g/hGaseous Organic PollutantsGroup I20Mass flow > 500g/hGroup II100Mass flow > 4,000g/hGroup III200Mass flow > 6,000g/hCancer Causing PollutantsGroup I0.2Mass flow > 5g/hGroup II2Mass flow > 10g/hGroup III10Mass flow > 50g/h Water pollutants: Standards of pollutants being discharged into water bodies were set in Decision 52/1 and updated in Decision 8/1, as described in  REF _Ref263453952 \* MERGEFORMAT Table 29. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 9 Water pollutants SubstanceLimits for WaterBodiesSewerage systemsurface waterseaColor none none none pH 6-9 6-9 6-9 Temperature 35C 30 C 35CBOD (5 day, 20C) 125 mg/l25 mg/l25 mg/l COD (dichromate) 500 mg/l125 mg/l 125 mg/l Total Phosphorus10 mg/l10 mg/l10 mg/lTotal Nitrogen 60 mg/l30 mg/l30 mg/lSuspended solids600 mg/l 60 mg/l 60 mg/l AOX555Detergents -3 mg/l3 mg/lColiform Bacteria 370 C in 100 ml-2,0002,000SalmoellaeAbsenceAbsenceAbsenceHydrocarbons 20 mg/l 20 mg/l 20 mg/l Phenol Index 5 mg/l 0.3 mg/l 0.3 mg/l Oil and grease 50 mg/l 30 mg/l 30 mg/l Total Organic Carbon (TOC) 750 mg/l 75 mg/l 75 mg/l Ammonia (NH4+) - 10 mg/l 10 mg/l Silver (Ag) 0.1 mg/l 0.1mg/l 0.1 mg/l Aluminium (Al )10 mg/l 10 mg/l 10 mg/l Arsenic (As) 0.1 mg/l 0.1 mg/l 0.1 mg/l Barium (Ba) 2 mg/l2 mg/l 2 mg/l Cadmium (Cd) 0.2 mg/l 0.2 mg/l 0.2 mg/l Cobalt (Co)1 mg/l 0.5 mg/l 0.5 mg/l Chromium total (Cr) 2 mg/l 2 mg/l 2 mg/l Hexavalent Chromium (Cr VI+)0.2 mg/l 0.2 mg/l 0.2 mg/l Copper total (Cu) 1 mg/l 0.5 mg/l 1.5 mg/l Iron total (Fe)5 mg/l 5 mg/l5 mg/lMercury total (Hg) 0.05 mg/l 0.05 mg/l 0.05 mg/l Manganese (Mn) 1 mg/l 1 mg/l 1 mg/l Nickel total (Ni) 2 mg/l 0.5 mg/l 0.5 mg/l Lead total (Pb) 1 mg/l 0.5 mg/l 0.5 mg/l Antimony (Sb) 0.3mg/l 0.3mg/l 0.3mg/l Tin total (Sn)2 mg/l 2 mg/l 2 mg/l Zinc total (Zn) 10 mg/l 5 mg/l 5 mg/l Active (Cl2)-1 mg/l 1 mg/l Cyanides (CN- )1 mg/l 0.1mg/l 0.1mg/l Fluorides (F) 15 mg/l 25 mg/l 25 mg/l Nitrate (NO3-)- 90 mg/l 90 mg/l Phosphate (PO43-)- 5 mg/l 5 mg/l Sulphate (SO42-)1,000 mg/l 1,000 mg/l 1,000 mg/l Sulphide (S2-)1 mg/l 1 mg/l 1 mg/l Noise Levels  REF _Ref263455790 \* MERGEFORMAT Table 210 and  REF _Ref263455796 \* MERGEFORMAT Table 211 present respectively the noise levels and the occupational Noise Exposure standards allowed for and set in Decision 52/1. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 10 Maximum Allowable Noise Levels Region TypeLimit for Noise Level dB(A)Day time (7 a.m.- 6 p.m.)Evening time (6 p.m.- 10 p.m.)Night Time (10 p.m.- 7a.m.)Residential areas having some construction sites or commercial activities or that are located near a road50-6045-5540-50Urban residential areas45-5540-5035-45Industrial areas60-7055-6550-60Rural residential areas35 4530 4025 35 Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 11 Permissible Noise Exposure Standards Duration per day (hrs)Sound level dB(A)88548829119497100Expropriation Law and Procedures The Lebanese constitution guards and protects the right of private property including landed property and the rights attaching to it. The law stipulates that no citizen can be deprived of the enjoyment and use of private property except when the property is being expropriated by a Ministerial decree. The exercise of eminent domain for expropriating private property for public interest is governed by Law No. 58 dated 29/05/1991 which was modified by the Law enacted on 12/08/2006 This law is extensive and governs many cases. The state may only expropriate these rights when the purpose for which expropriation is taking place is legally deemed to be in the public interest; furthermore this must be made against payment of a prior and equitable compensation (indemnit equitable). All compensation is by monetary award through independent judicial assessment. Where there is an appeal, at least half the compensation is paid in advance, but the process of expropriation cannot be halted unless the validity of the public interest decree itself is challenged. The procedure for expropriation is described in the sections which follow, and illustrated diagrammatically in  REF _Ref268451445 \h Figure 21 In the case of Awali-Beirut Water Conveyor Project, expropriation follows normal Lebanese practice. Under the provision for expropriation of land in the public interest, The Council for Development and Reconstruction prepares a draft expropriation decree or alignment decree for signature after the approval of the Council of Ministers - by the Minister of Transportation, the Prime Minister and the President. Annexed to the decree are the following documents: A sketch of the entire proposed project A detailed plan of the land that will be expropriated A list showing the registration number of each property, its location, the property limits and the names of all the owners and right holders according to the Land Registry. A detailed list of the content of the land to be expropriated including plans of buildings constructed before the date of publication of the decree in the Official Gazette. After publication of the decree, these documents are available for consultation by the interested parties who can even obtain copies of them by the concerned Governmental bodies. With the publication of a decree, the affected properties are under servitude. They may be bought and sold, and buildings may be maintained, but no improvements may be made until the expropriation process has been completed. Properties are not held to have been expropriated until the decision of the expropriation commission is handed down, which decision is communicated to the Lands registry and entered on the property titles and the cadastral map. On the basis of a plan, an expropriation decree may cover any portion of land or a building. It is up to the owner to request that the full property (land or building) be expropriated, on the grounds that the non-expropriated remainder of the land would have lost its value. This may be done, for example, when the expropriation of part of a building renders the remainder unusable; or when the expropriation of a lot leaves a remainder too small to qualify for a building permit, and the owner does not have an adjacent plot to which it can be joined.  EMBED Visio.Drawing.11  Figure  STYLEREF 1 \s 2 SEQ Figure \* ARABIC \s 1 1 Expropriation Procedures International Agreements and Treaties  REF _Ref263543409 \* MERGEFORMAT Table 212 summarizes all relevant international conventions and agreements that are signed or ratified by Lebanon. They include provisions relevant to the proposed project operations and waste management practices. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 12 Ratified or Signed International Agreements Agreement Objective Relevance to Project Basel Convention on the Control of Transboundary Movements of Hazardous Wastes and their Disposal-1989 Ratified by Lebanon in 1994To control the transportation of dangerous non-radiant materials and their disposal across the borderRegulates the transfer of potentially hazardous wastes across national boundaries Medical and industrial waste Hazardous Demolition wasteConvention to Combat Desertification - 1994 Ratified by Lebanon in 1994To combat desertificationControl land clearance and project footprint sizeVienna Convention for the Protection of the Ozone Layer 1985 Montreal protocol on ozone-depleting substances - 1987 Ratified by Lebanon in 1993To protect human health and the environment from any activity that modifies the ozone layer Adopt measures to control human activities found to have adverse impact on the ozone layerRegulates the use of ODS (ozone depleting substances) Reconstruction activitiesInternational Labour Convention No. 139, 120 and 136 Lebanon has ratified 50 International Labor Conventions (48 actually in force)To prevent vocational risks ensuing from cancer causing materials and tools Deals with sanitation in offices To protect workers against the risks of intoxication ensuing from benzeneProtects workers health and ensures proper sanitation and hygiene for base camps, work environment and offices Reconstruction activitiesBarcelona Convention: Protocol for the Protection of the Mediterranean Sea against Pollution from Land-based Sources-1980 Signature in 1980 and accession in 1994To ensure protection of the Mediterranean Sea and aquatic species from effluent discharges (solid/liquid waste)To protect the coastal area from landfills and uncontrolled dumping practices in the Study Area resulting in leachate generation and run-off which pose a threat to the existing water resources. Disposal of wastewater in the Mediterranean seaProtocol Concerning Co-operation in Combating Pollution of the Mediterranean Sea by Oil and Other Harmful Substances in Cases of Emergency-1976 Ratified by Lebanon in 1977Convention for the Protection of the Mediterranean Sea against Pollution-1976 Ratified by Lebanon in 1977Convention on the Prevention of Marine Pollution by Dumping of Wastes and Other Matter-1972 Signed by Lebanon in 1973 Relevant International Guidelines and Standards  REF _Ref265670306 \h Table 213 below summarizes some of the WB/IFC safeguard policies that are applicable to the project. Table  STYLEREF 1 \s 2 SEQ Table \* ARABIC \s 1 13 WB/IFC safeguard policies that are applicable to the project Operational Policy / DirectiveKey Features Approval Date  OP/BP 4.01 Environmental Assessment Trigger: Any project with potential environmental and social impacts Potential environmental consequences of project identified early in project cycle projects categorized as A (significant impacts); B (limited impacts); C (no impacts); FI (Financial Intermediary) Environmental Assessments (EAs) and mitigation plans are required for projects with significant environmental impacts or involuntary resettlement EAs should include analysis of alternative designs and sites or consideration of no option Requires public consultation with and information disclosure to affected communities and NGOs before World Bank Board approval; at least two public consultations with affected communities are required for category A projects Required document: Environmental Assessment(EA) for category A and B projectsJanuary 1999OP 4.04 Natural Habitats Trigger: Potential to cause significant loss or degradation of natural habitat Prohibits financing of projects involving significant conversion of natural habitats unless there are no feasible alternatives Requires environmental cost/benefit analysis Requires EA with mitigation measures Required document: issues and mitigation measures included in EA June 2001 OP 4.36 Forestry Trigger: projects that impact the health and quality of forests; projects that affect the rights and welfare of people dependent upon forests; projects that change the management and use of forests Discourages financing of projects that significantly convert natural habitats and critical forest areas unless there are no feasible alternatives Projects cannot contravene international environmental agreements and conventions For industrial-scale commercial harvesting, the harvesters must be certified by a third party as meeting standards of responsible forest management or agree to a time-bound phased action plan that can meet such standards Local people must be involved in developing standards for certification Prohibits financing for commercial logging operations or acquisition of equipment for use in primary moist tropical forests Required documents: forestry issues included in EA, time-bound action plans included in Project Appraisal Document (PAD) November 2002 OP 4.12 Involuntary Resettlement Trigger: Involuntary land acquisition resulting in relocation or loss of shelter, loss of assets, or loss of livelihood; restrictions on access to parks or protected areas that result in adverse impacts on people Compensates people for lost land and lost livelihoods Requires public participation in resettlement planning Requires disclosure of resettlement plan in a form and language accessible to affected people Intended to restore or improve income-earning capacity of displaced people Required documents: Resettlement Plan December 2001 Project Description Project Components The Project is divided into two main components: The Awali-Beirut Water Conveyor Improvement and rehabilitation of the water distribution network in Beirut and its suburbs The first component includes conveying of water from Joun to Khalde via an underground tunnel where it would be then piped through conventional means (piping through road service corridors) to two storage reservoirs in Hadath and then to a third reservoir in Hazmieh. The Awali-Beirut Water Conveyor sub-components are summarized in  REF _Ref262544209 \h  \* MERGEFORMAT Table 31 and their geographical locations are illustrated in  REF _Ref262545855 \h  \* MERGEFORMAT Figure 31. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 1. The Awali-Beirut Water Conveyor Sub-Components Sub-ComponentDescriptionTopographic Map (Appendix A)Location Drawing (Appendix B)Satellite Images & Site Photographs (Appendix C)Joun Regulation StructureSet into the hillside by the existing adit access from the Joun tunnel to the hydro-electric power plant.FigureA1Figure B1Figure C1Joun to Ouardaniye TunnelRunning underground throughout its length of 4.1 Km with 2,800 mm internal diameter.FigureA1N/AN/AWadi Abou Yabes washoutWashout structure in reinforced concrete discharging 900 mm diameter pipe from Joun-Ouardaniye tunnel to Wadi Abou Yabes including new access road. Option for future local supply of raw waterFigureA1Figure B2Figure C2Ouardaniye Water Treatment WorksOuardaniye WTW with inlet and outlet portal with improved access road. Option for future local supply of treated water. 600 mm diameter emergency discharge. 600mm diameter storm water outfallFigureA1Figure B3Figure C3Ouardaniye to Khalde tunnelRunning underground throughout its length of 19.7 km. 2,800 mm internal diameter.FigureA1 Figure A2 Figure A3N/AN/A Nahr Damour Inverted SiphonRiver crossing by inverted siphon in 2,800 mm internal diameter tunnel. Horizontal length 1140 m; north and south vertical shafts of 116m and 136 m respectively. Washout structure in reinforced concrete discharging 700mm diameter pipe into Nahr Damour (with dechlorination facility for use during washout operation). Option for future local supply of treated water.Figure A2Figure B4Figure C4 Figure C5 Figure C6Khalde surge shaft 2,800 mm diameter shaft in reinforced concrete with surface venting structure 7 m diameter in reinforced concrete, including improved access road.FigureA3Figure B5Figure C7Khalde Outlet portalOuardaniye-Khalde tunnel termination structure in reinforced concrete and upgraded access road.FigureA3N/AN/AKhalde Flow measurement and sampling chamberChamber (15m x9m x 6m deep), reinforced concreted, contains isolating/regulating valves, flow meter and has small surface kiosk. FigureA3N/AFigure C8Pipeline form Khalde portal to Khalde distribution chamber 1.9km long, twin 1,400mm diameter pipelines in ductile iron. Immediately downstream of the flow measurement and sampling chamber will be velocity limiting valves which will close in the event of failure of the downstream pipelines.FigureA3 N/AN/AKhalde distribution chamberDistribution chamber (22m, 9m, 4.5m deep) in reinforced concrete, contains isolating and regulating valves and has small surface kiosk. Option for future additional local supply of treated water. Washout to local stream.Figure A3Figure B6Figure C9 Pipeline from Khalde distribution chamber to Hadath 90 and 125 reservoirs7.5km long, 700 mm diameter pipeline in ductile iron (air valves and washouts to local streams). Connections to 90 and 125 reservoirs and for future local supply of 300mm and 500mm diameter pipelines for Kfarshima and Quobe respectivelyFigureA3 Figure A4N/AN/AHadath 125 reservoirStorage reservoir at elevation of 125 m, two compartments, effective volume 30,000 m3 in reinforced concrete with isolating valves and small surface kiosk, including access road. Connection to local distribution system.Figure A4Figure B7Figure C10Hadath 90 reservoirStorage reservoir at elevation of 90m, two compartments, effective volume 50,000 m3 in reinforced concrete with isolating valves and small surface kiosk, including access road. Connection to local distribution system.Figure A4Figure B8Figure C11Pipeline from Hadath reservoirs to Hazmieh reservoir2.7 km long twin 1,300 diameter pipelines in ductile iron, with option for further extension for supply of treated water to Beirut.Figure A4N/AN/AHazmieh 90 reservoirStorage reservoir at elevation of 90m, two compartments, effective volume 20,000 m3 in reinforced concrete with isolating valves and small surface kiosk, including access road. Connection to local distribution system.Figure A4Figure B9Figure C12  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 1 Geographic location of project components Component 2 will comprise the following: The construction of 16 reservoirs (between 500 m3 and 1000 m3 storage capacity each) and associated pumping stations distributed across the various distribution zones in the project area; The replacement and/or installation of approximately 187 km of distribution network across the project area in Ein El Delbi, Southern Beirut and parts of the Metn area; Installation of 200,000 household meters in portions of the project area to be selected by the GBMLWWE and to operate on a volumetric tariff basis; Installation of bulk meters at the reservoirs and distribution chambers;  REF _Ref262546137 \h \* MERGEFORMAT Table 32 and  REF _Ref262546141 \h \* MERGEFORMAT Table 33 show characteristics of the above mentioned reservoirs and pumping stations along with areas they serve. This information is to be confirmed in final stages of the design of the second component. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 2. Description of Reservoirs Served ZoneReservoir NameCapacity (m3)Elevation (m)Naame - DmaourDamour500125Naame Nord Bas500100Naame Nord Haut500200Khalde - AaramounAaramoun Sud Bas500100Aaramoun Sud Haut500220Khalde Bas500120Khalde Haut500250ChoueifetQobbe Bas500100Qobbe Haut500220Oumara500260Choueifet Bas1000125KfarshimaKfarshima Bas100080Kfarshima Haut1000200Bsaba500340Hadath HautHazmieh Hadath 2000190HazmiehBaabda BasBaabda2000290Fiyadiyeh BasTable  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 3. Description of Pumping Stations NameQ(m3/d)Q(m3/h)HMT(m)Power (HP)Power (KW)Naame Nord Bas1500631103929Aaramoun Sud Bas1500631304634Khalde Bas1500631404937Qobbe Bas1500631404937Choueifet Bas 4000167160148111Kfarshima Bas400016714013097Kfarshima Haut1000421503526Hazmieh24000100065361271Hazmieh Hadath7000292110178134 A map illustrating the various Distribution zones and Reservoir locations is attached to Appendix M. Construction Aspects The construction methodology is based on that of the feasibility study. Expected periods of construction and the nature and quantities of excavated material to be produced are provided in  REF _Ref262546141 \h Table 33 for each sub-component. Technical precautionary measures will be taken for all structures to meet seismic construction specifications. Construction phase is expected to be completed within three years. Tunnels The expected rock type to be encountered while drilling the tunnel is strong, permeable limestone. This rock type should be self-supporting after the tunneling works. The groundwater table lies well below the tunnel level and is not expected to cause any significant problem during construction. At valley crossings, such as the Nahr Damour crossing whereby alluvial deposits will be encountered the tunnel construction will be lined and impermeable. The tunneling will be carried out mainly using a tunnel boring machine (TBM). New or improved access roads will be required for the equipment to reach the tunnel portals. The TBM will be deployed at the following sections: From Ourdaniye WTW to Joun regulation structure From Ourdaniye WTW to Nahr Damour; and From Khalde to Nahr Damour The cut and cover excavation method will be used at the Nahr Damour inverted siphon rather than the TBM. A substantial cofferdam is likely to be required to cross the river. Environmental implications of the cofferdam will have to be examined and addressed once the final design is completed. The vertical shaft of the inverted siphon will be formed by raise boring. A hole will be drilled from the surface and raise boring machine assembled in the bottom of the low level tunnel. This will be gradually raised to the upper level tunnel. Spoil will be discharged at a low level, i.e. at the base of Nahr Damour Valley. The tunnels will be formed with in-situ reinforced concrete lining with an external impermeable membrane to reduce leakage and, in some cases, the addition of a steel liner. A schematic hydraulic profile and cross-sections along the tunnel are given in  REF _Ref263606151 \h  \* MERGEFORMAT Figure 32,  REF _Ref268451802 \h Figure 33 and  REF _Ref263606163 \h  \* MERGEFORMAT Figure 34, respectively.  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 2 Hydraulic Profile Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 4 Estimated Spoil Generation SourceSpoil MaterialQuantityProposed Period of GenerationRate of GenerationMethod of ExcavationDescription of Spoilfrom monthto monthtotal monthsin average month in maximum monthtonnesno.no.no.t/monthm3/monthJoun Regulation StructureDrill and BlastLimestone and dolomite rock650144160-Ouardaniye Inlet Portal-TunnelingTunnel Boring MachineLimestone and dolomite rock169,000117.517.59,600**Drill and BlastLimestone and dolomite rock480111180-Ouardaniye WTWOpen CutLimestone and dolomite rock557,50011212--FillSuitable tunnel spoil(326,000)152712--Ouardaniye Outlet Portal-TunnelingTunnel Boring MachineLimestone and dolomite rock241,500125259600**Drill and BlastLimestone and dolomite rock480111180-Nahr Damour Excavation of River Crossing- Cut and CoverAlluvium1,41011812*120-Drill and BlastAlluvium and Limestone and dolomite rock33,5001941.522.5*1,500-Khalde Outlet Portal Tunnel Boring MachineLimestone and dolomite rock189,000119199,900**Drill and BlastLimestone and dolomite rock480111180-Pipeline - Khalde Outlet Portal to hadath Reservoirs Surface excavation, drill and blast ***Limestone and residual clays325,000to be defined --Hadath 90 Reservoir Surface excavation, drill and blast ***Limestone and residual clays96,000to be defined --Hadath 125 Reservoir Surface excavation, drill and blast ***Limestone and residual clays124,800to be defined --Pipeline - Hadath Reservoirs to Hazmieh 90 Reservoir Surface excavation, drill and blast ***Limestone and residual clays62,000to be defined --Hazmieh 90 Reservoir Surface excavation, drill and blast ***Limestone and residual clays24,000to be defined --Pipeline - Khalde to Tellet el Khayat Reservoir Surface excavation, drill and blast ***Limestone and residual clays110,000to be defined --TOTAL1,609,800* working only October to April ** to be identified from contractor's methodology*** all excavated material will be removed from site due to limited working area  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 3 Cross-Section Joun-Ouardaniye Tunnel  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 4 Cross-Section Ouardaniye-Khalde Tunnel Ouardaniye WTW The proposed site of the Ouardaniye WTW is characterized by moderate slopes and easy access. However, access roads will require some improvements before start of construction. The site will be excavated up to 12m deep in rock by means of drilling and blasting. A suitable site will be required for disposal of the excavated material from the WTW and the tunnels. Some could be crushed and used as backfill material on site of the Ouardaniye WTW. The buildings and structures associated with the WTW will be designed in a manner which reflects the nature and exposure of the site and its location and takes into account local aesthetics and building practices. Since the process structures will all be in reinforced concrete, this material will also be used for the associated building to provide low maintenance, functional facilities. The WTW site will be landscaped in a manner appropriate to the fairly harsh environment, with low maintenance planting. The perimeter of the WTW will be marked with a suitable security fence, with entry controlled at a gatehouse built into fencing. Site lighting will be provided by high pressure sodium floodlights over process units, working areas and roads. Perimeter and security lighting will be provided in accordance with the prevailing local practice of major WTW. Chemical and storage fuel tanks will be bonded, and suitable precautions adopted for chemical (especially chlorine gas) storage. An emergency overflow (600mm diameter) will carry overflow water from the treatment units along the upgraded access road, discharging into a local stream course below the new coastal highway, and then ultimately into the sea or into groundwater. Storm water from the treatment works site will discharge through a 600mm diameter pipe to the north into Wade Baraz and likewise into the sea or into groundwater. Pipelines Excavation for the twin ductile iron pipelines from Khalde Tunnel Portal to the Khalde Flow Distribution chamber and then on to the Hadath and Hazmieh Reservoirs will be up to 10m wide and 2.5m 3.0m deep. However, at road, river, and culvert crossings, deeper excavations may be required, especially at the Ghadir River crossing. Heavy rippers and rock breakers might be used in areas with strong limestone to reach formation level. Blasting will be required for excavation through the hill side below the Hadath reservoir. Excavation in alluvial and raised beach deposits should not present any significant problems but the stability of the resulting excavation will depend on the precise groundwater level. Construction of the twin 1400mm diameter ductile iron pipelines from Khalde to Hadath Reservoir partly along Chouwaifat road will be through a heavily built up area with significant, but substantially unrecorded underground services. The same applies to the twin 1300mm diameter ductile iron pipes from Hadath to Hazmieh Reservoir. Distribution Chamber and Reservoirs The Joun Regulation Structure will be constructed in an area of strong limestone rock requiring drilling and blasting below the layer of alluvial deposits as well as the Wadi Abou Yabes washout. At the Khalde Distribution Chamber the rock is not expected to be found close to the surface and the majority of the excavated material is likely to be sand fill with rock fragments. Some drilling and blasting may be needed at formation level. A 450mm diameter emergency washout pipeline will discharge from the chamber to an adjacent dry stream bed. Blasting will be required at the sites of the proposed Hadath and Hazmieh Reservoirs. Working Areas Temporary contractors working areas will be required for each of the main project components. These will have workshops, concrete batching plants, spoil handling facilities, etc., where appropriate. These areas are expected to be within the expropriated land for construction of the component. However, some additional working areas may be required. The extent of these will have to be defined at a later stage after receiving the proposal of the Contractor. Access Roads New roads are required to be constructed and some existing road to be improved to allow suitable access for the construction traffic and in some cases operational vehicles, to a number of the project components.  REF _Ref263606842 \h  \* MERGEFORMAT Table 35 summarizes the required access roads. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 5 Description of New Access Roads Access Road StatusLength WidthJoun Regulation StructureTemporaryAbout 1.6 km8 mWadi Abou Yabes WashoutPermanent About 2.5 km8 mOuardaniye WTWPermanentAbout 2 km10 mNahr Damour South tunnel aditTemporaryAbout 3.5 km8 m Nahr Damour North tunnel aditTemporaryTo be definedTo be definedNahr Damour South ventilation shaftTemporaryTo be definedTo be definedNahr Damour North ventilation shaft TemporaryTo be definedTo be definedKhalde PortalTemporaryAbout 0.7 km8 mHadath 125 ReservoirPermanent0.1 km10 mHadath 90 ReservoirPermanent0.01 km10 mHazmieh 90 ReservoirPermanent0.01 km 10 mOperational Aspects Sources of Water Table 3.6 shows the sources of supply of the proposed project and indicates the range of flows coming from each throughout the year. However, operation of this project will be greatly influenced by the operation of the Joun Hydro Electric Power plant (HEP) system and by the season. These factors will also affect the water quality. Upstream Joun Lake, the Karaoun Lake collects water from the Litani River impounding a total volume 220 Mm3 of water. Priority of allocation of this water is given to irrigation and drinking purposes. 30 Mm3 are used for irrigation in Tyre, Saida and other southern villages whereas a volume of 40Mm3 is to be maintained for the Lake. The remaining 150 Mm3 are used for generating hydroelectric power at the stations shown in  REF _Ref263605977 \h  \* MERGEFORMAT Table 36. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 6 Hydroelectric Power Plant Chracteristics HEPElevationMaximum DischargeInstalled PowerMarkaba658 m22 m3/s34 MwAwali228.5 m33 m3/s108 MwJoun32 m33 m3/s48 Mw In the dry season, the main source of water will be the Karaoun Lake. Water will be drawn from the Karaoun Reservoir (capacity 220 Mm3). In the wet season, the source may be both the Karaoun Lake and the Awali River. The Awali River is a mountain stream on the western side of the Mount Lebanon range. Upstream of the Joun Lake and the Awali HEP, the catchment area is about 300 Km2. The flow of Awali is seasonal and highly variable, averaging 3.0 m3/s, but varying from 0.1 m3/s in late summer to 30 m3/s and over during spring runoff. Some of the flow from Litani and most of the flow from the Awali are combined in Joun Lake (also known as the Awali compensation basin). This is located immediately downstream of the Awali HEP, before up to 30 m3/s of flow is passed through the existing Joun tunnel to the Joun HEP. Residual flow from the Awali River is passed along the natural river channel.  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 5 Schematic Drawing of Water Resources The existing HEP system is operated as a power peaking system for approximately four hours per day. During periods of high flow in the Awali River (December to April), the final stage of the system (Joun HEP) may be operated 24 hours per day. Under these conditions, the maximum flow which can be diverted to the Awali project may have to be limited to 2.5m3/s for part of the 4 hour peak period of power generation.  REF _Ref262565143 \h  \* MERGEFORMAT Table 37 summarizes key factors determining source of water. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 7 Key Factors Determining the Source of Water Seasonal ConditionHEP Operational ConditionSourceDiversionAwali River flow exceeds 3m3/sOff-peak hoursAwali River3 m3/sWet SeasonPeak hoursLitani River2.5 m3/sDry Season (flow < 3m3/s)Litani River3 m3/s Joun Regulation Structure The raw water flow will be self-regulated at the Joun Regulation Structure by means of a level control valve. The velocity limiting valves upstream are also designed to close in the event of failure of the level control valve. This structure will normally be unmanned. It will be inspected for maintenance every month. Tunnel and Pipelines There is a risk of build-up of deposits at the low points in the tunnel system in the Joun Ouardaniye inverted siphon and to a much lesser extent in the Nahr Damour inverted siphon. Slight opening of the washout valves at Wadi Abou Yabes and Nahr Damour every 6 (six) months will be sufficient to scour out any deposits. It is recommended that the whole tunnel and pipeline system be emptied every 5 (five) years for an overall internal inspection. It can be partially drained by allowing the water level to be lowered by normal usage except for the Joun-Ouardaniye WTW section which would be drained from the 700mm washout at Wadi Abou Yabes, the 900mm washout at Nahr Damour inverted siphon and a number of washouts on the Khalde to Hadath/Hazmieh pipelines. Air valves and 250 400mm diameter washouts will be provided at high and low points respectively along the proposed pipelines from Khalde to Hadath and Hazmieh. Washouts will discharge water to dry stream beds. Air valves will result in only occasional discharges of air which has come out of solution or entered the pipeline during maintenance, whilst the washouts will operate only during emergency or planned maintenance. The tunnel system will also be inspected in the event of significant seismic activity. Ouardaniye WTW The Ouardaniye WTW will be operated by a staff of 25 to 30 persons. It will operate automatically for 16 hours per day, with a shift system of staff covering operation outside normal working hours. The overall system control will be from a Central Control Room including monitoring and control of raw and treated water quality. Works throughput will be set daily to satisfy anticipated demand and the water levels in the Hadath and Hazmieh Reservoirs. In the event of the reservoirs and tunnel being full, the rising water level at the WTW outlet will be used to control throttling of the inlet flow at Joun. The treatment plant is designed to have the capacity of treatment of 9m3/s flow of water if additional water resources are supplied in the future.  REF _Ref262565618 \h  \* MERGEFORMAT Table 38 and  REF _Ref262565674 \h  \* MERGEFORMAT 39 summarize respectively the inputs and outputs arising during normal operation of the works and indicate the vehicular movements required. These are subject to modifications after final stage design. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 8 Ouardaniye WTW Mean Operational Inputs and Vehicular Movements Operational InputMean Inputs/dayMean Vehicular Movements RequiredFerric Chloride (liquid)6.6 tones40/monthCationic Polymer (liquid)270 kg2/monthAnionic Polymer (powder)50 kg0.5/monthCaustic Soda (liquid)5.6 tones35/monthChlorine (gas)1.0 tone15/monthAmmonia (liquid)0.4 tones3/monthSpare Chemicals130 kg1/monthFuel OilEmergency use onlyAssume 1/monthWTW Staff25-30/day15 cars/day Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 9 Ouardaniye WTW Mean Operational Outputs and Vehicular Movements Operational OutputRange of OutputVehicular Movements RequiredSludge liquid4,500 10,700 m3/dN/ASludge dewatered (to 15%) to quarry or landfill11 200 tones/d2 28 tankers/dWorks overflow (emergency ) to seaUp to 0.5 to 1 m3/d max for short periods-Chemicals and consumables packaging and containers and canteen wasteQuantities to be identifiedQuantities to be identifiedOverflows capable of discharging a fraction of the WTWs capacity (up to about 1000 l/s) during operational changes will be removed by a 600mm diameter pipeline following the route of the WTW access road and discharged to a dry stream bed and thence into the sea. Emergency drainage from the flocculators, clarifiers, rapid gravity filters and filter wash water will follow the same route. During commissioning of the WTW and the conveyor system, production water will be discharged through the emergency outfall or through the washouts. Chlorinated water will be de-chlorinated prior to discharge. Surface water drainage from the WTW will be designed for a storm with a 1 in 20 year return period and will be routed to Wadi Baraz to the north of the WTW site. At the lower end, the wadi will require improvement by the construction of a concrete channel to direct flow to the culverts under the coastal road and railway, and an outfall structure under the beach. Petrol/oil will be provided where appropriate and drainage from the area in front of the Chemical House will be separated and routed to a chemical drain system which serves the chemical loading and handling areas. The system will discharge to the sludge thickening plant for disposal to landfill with the sludge. Foul sewage from the WTW will be collected and treated in accordance with accepted local technology. In the absence of a local sewer system, a properly designed septic tank or small treatment works will be installed. Khalde Surge Structure The Khalde Surge Structure will be unmanned. It will be inspected for maintenance annually. Detailed surge analysis will be used in the design process to ensure that the surge shaft structure will not overflow and flood adjoining land. The shaft and its compound will be equipped with appropriate safety measures to prevent the ingress of foreign bodies into the treated water. Khalde Flow measurement and Sampling Chamber The Khalde Measurement and Sampling Chamber will also be unmanned. However, as it is the point at which the Contractor will be contractually required to deliver treated water, it will be visited daily for water sampling. Upkeep and maintenance will be the responsibility of the Contractor. Immediately downstream of this Chamber will be velocity limiting valves which will close in the event of catastrophic failure of the downstream pipelines. Khalde Distribution Chamber The operation of the unmanned Khalde Distribution Chamber will be the responsibility of the BMLWE, which will operate the distribution valves manually. Hadath 90 and 125 and Hazmieh 90 Reservoirs The Hadath and Hazmieh Reservoirs will be unmanned structures and also the responsibility of the BMLWWA. Information on water level and water quality will be transmitted to the Central Control Room at the Ouardaniye WTW. Emergency re-chlorination will be provided at the reservoirs using mobile facilities. Water Quality and Treatment Process Raw Water Quality The raw water will be delivered to the plant by the use of tunnels that belong to the existing hydroelectric system. There are two main sources of water: Karaoun lake; Awali River. The quality for each source over the period of at least a full year must be analyzed in detail before start of construction phase. For this purpose a new sampling campaign was adapted and had started in April and is still ongoing. The source of water supply is very important to the project as the Karaoun lake and Awali River differ from each other in terms of water quality. According to past water quality monitoring data which formed the basis for previous studies and designs, the Karaoun lake has a better water quality when compared to the Awali source. This may have been affected however by reported increase in industrial and agricultural activity in the lower Beqaa valley, the feeder catchment of the Litani River. Raw water quality has been analyzed several times in the past with the first one being in 1968/1972, the second one in August 1984 and the third one in 1994/1995. The most recent water quality analysis was conducted in 2001. The first two can be considered outdated as it is suspected that the condition and status of the tunnels, hydroelectric power plant and dams may have changed during the proceeding period. The analysis conducted in 1994/1995 contained some information on the most important parameters; however the feasibility report and the preliminary design report of Montgomery Watson did not cover comprehensive water quality information on a seasonal basis for both the Karaoun and Awali sources. The 2001 analyses provided further and detailed information on specific chemical substances and also herbicides/pesticides which seemed to be either below the detection limits or lower than the effluent requirements. Specific and detailed assessment will be provided in a later stage. The results did not indicate issues that could have had a potential impact on the treatment scheme. In fact, the water quality did not differ much from the one given in the earlier feasibility report, however it is noteworthy that the 2001 sampling and analyses campaign seemed to be limited in the number of samples taken and lacking in seasonal water quality results which is the most crucial information that must be obtained for finalizing the treatment scheme. The 2001 analyses report contains information on separate water sources such as the Awali and Litani Rivers, based on samples taken in winter and spring of 1994/1995. This information could not be located in the 1994 feasibility report. From a treatment plant design perspective, this information was found to be more valuable as it showed how both sources deteriorated in quality in winter when it is suspected that wet weather events might have occurred although these have not been clearly stated. It is therefore prudent to take into consideration the results obtained from the sampling and analysis program conducted in 1994 and 1995. The new sampling and analysis campaign to determine the current water quality of the Litani and Awali sources must be a combination of the 1994/1995 and 2001 analyses. The combination can be defined by the need: To derive the seasonal water quality and associated changes; To include all the chemical, microbiological and indicator parameters as outlined and classified in the latest 98/83/EC drinking water directive and the Lebanese Environmental Quality Standards & Criteria for water listed in Ministerial Decision No. 52/1, MoE. The results of the sampling and analysis campaign are given in Appendix O. Apart from the numerical results, both the Awali and Litani sources were characterized as being noncorrosive, moderately hard and low in organics. It was also observed that there were no point discharges of wastewater of either domestic or industrial type. However, due to agricultural activities, pesticides could be a threat to the water source and testing of this regard must be made a key consideration during the engineering design. It is not possible to immediately verify the conclusions and assumptions which were the basis of the 1994 feasibility study or the subsequent preliminary design. This is due to lack of recent detailed water quality monitoring data at the points of concern to this project, and the fact that new data would need to be collected over long periods to capture seasonal variations. Accurate up-to-date analysis results will not only help in a better and an efficient design of the potable water treatment plant but also aid in defining the chemical dosage and consumption. It is noteworthy that the correct selection and dosing requirement of the coagulation chemicals will have to be determined via jar tests which have not been done up to now. The raw water quality as estimated in the 1994 feasibility report is shown in  REF _Ref263607480 \h  \* MERGEFORMAT Table 310., based on the combined range of quality parameters from both the Liatni and the Awali sources Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 10 Raw Water Quality ParameterUnitMeanMaximumMinimumTemperatureoC14 1810PH8 (typ)8.46.9ColorPE/Co2.07.51.0TurbidityFTU201551Suspended Solidsmg/L14286ConductivityS/cm265409200TDSmg/L (CACO3)253288232Alkalinitymg/L (CaCO3)158240140Hardnessmg/L175240150Calcium mg/L588042Magnesiummg/L9125Sodiummg/L10137Ammoniamg/L0.10.40Nitratemg/L0.91.00.7Chloridemg/L182512Fluoridemg/L0.120.150.07Ironmg/L0.160.330.1BODmg/L2.65.50.9Dissolved Oxygenmg/L5.111.81.0ColiformsNo./100mL1153705THM Potentialmg/L<34<21Total Organic Carbonmg/L0.70.930.58 The influent parameters suggest that the raw water has a mild to moderate quality. However due to variable raw water quality linked to seasonal changes especially for the Awali source; specific new analysis should be conducted to determine the raw water quality during wet weather events. There is no information as to when the sampling and analysis were conducted to derive the above given water quality, and most important of all, it is not known whether the maximum values correspond to wet weather events or they are the maximum influent parameters corresponding to the dry season. Seasonal raw water analysis plays an important role in defining the water quality and hence the most efficient and economical process. Furthermore, manganese concentration is missing in the estimated raw water quality which has a prime importance in the design. The result of raw water analysis conducted on specific sources in 1994 and 1995 are summarized in  REF _Ref262567187 \h \* MERGEFORMAT Table 311. Only the parameters which have significant importance to the process have been shown. It can be seen that influent parameters vary greatly between summer and winter months and can reach to very high levels especially for suspended solids and turbidity. Again, it is clearly illustrated that the Litani River source has a better quality than the Awali River source. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 11 Water Quality Analysis (1994 and 1995) Parameter14.02.199404.07.199413.01.1995AwaliLitaniAwaliLitaniAwaliLitaniTSS (mg/L)n/an/an/an/a2214Turbidity (NTU)15080n/an/a5.5T, Coliform (No./100mL)n/an/an/an/a67pH8.27.8n/an/a7.1Parameter07.02.199518.03.199518.05.1995TSS (mg/L)n/an/a110n/a1614Turbidity (NTU)3502259n/a0.71.8T, Coliform (No./100mL)n/an/a58n/a03pH8.17.77.55n/a7.57.3 It is suspected that the samples taken on 14.02.1994, 07.02.1995 and 18.03.1995 may have coincided with wet weather events however nothing has been noted to justify this. If this is the case then it can be concluded that Awali river water quality during wet weather events deteriorates more than the Litani source with TSS and turbidity levels reaching up to 110 mg/L and 350 NTU respectively.. It is also important to note that inlet pH can be below 7. It has been nearly 16 years since the last sampling and analysis campaign was conducted and it is imperative that up to date raw water quality must be derived to validate the latest situation of the raw water quality to be used as the basis for design. The possibility of a lower water quality in both the Awali and Litani sources should not be ruled out as over the years, residential and commercial developments. Increase in agricultural activity and industrialization may have affected the water sources and to ascertain this, a new sampling and analysis campaign was recommended by Montgomery Watson. Treated Water Quality The treated water quality given in the feasibility study needs to be updated taking into consideration the Lebanese standards and the latest amendments in various drinking water guideline standards i.e., WHO and EU. The feasibility study was completed in 1994; however in 1998 the European Council issued the new drinking water directive, 98/83/EC which provides a more detailed treated water consent under three different categories; microbiological parameters, chemical parameters and indicator parameters. Recently the third edition of the World Health Organization (WHO), Guidelines for Drinking Water Quality was released in 2008. The previously recommended treated water quality targets will have to be revisited prior the start of the project. A combination of the national standards and that of EU and WHO standards are recommended for the Awali treatment scheme to derive a more comprehensive water quality than the one previously defined. Each parameter will have to be evaluated one by one on the basis of their effect on public health, implication on water transmission and public acceptability. The recommended treated water quality targets are compared to standards in  REF _Ref262567354 \h \* MERGEFORMAT Table 312. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 12 Drinking Water Standards ParameterRecommended in 1994 feasibility studyEU standardsWHO standardsLebanese national standards (guiding limits) (MoE Decision 52/1/1996 Lebanese national standards (max acceptable)ColorPt/Co5 max--115 TurbidityFTU0.2 (95%) 0.5 max--0.44TemperatureoC<25--1225pH8.0-8.5-6.5 -8.56.5 8.59ConductivityS/cm500250250400 mS/cm @20 degrees-ChloridesmglL5025025025200HardnessMg/L CaCo3300-150-500--Dissolved Oxygen%75 minimum-<75<70-TOCmg/L2.0----Total ColiformsPer 100 mL0000-THMs500.1 mg/L0.1 mg/LChlorinemg/L5 maximum-5Monochloramine3 maximum 2.5 minimumPesticides Total0.10.1-Pesticides individual0.50.5- Water Treatment Process Scheme The proposed treatment process has been reevaluated by Montgomery Watson as part of updating the feasibility report. The major goal was to assess its ability for fulfilling the new drinking water guidelines and standards issued by the European Council and also the World Health Organization (WHO). When doing this, the variable raw water quality due to seasonal changes has also been taken into account to provide a process scheme that will be capable of treating two different raw water characters to the desired effluent quality. The selection of appropriate chemicals that will be easy to handle, readily available and will have the minimum impact to the process in terms of sludge production and alkalinity consumption were considered as the key points in selecting these chemicals. The updated and proposed new treatment scheme will comprise the following unit operations and processes: Screening; Cascade aeration; Ozonation; Coagulation; Flocculation; Sedimentation; Media filtration; Treated water reservoir; Final disinfection; pH adjustment; Ammoniation; Thickening and dewatering of excess sludge; Collection of supernatant from thickening and dewatering; Dirty backwash collection. The process flow diagram of the updated proposed treatment scheme can be seen in  REF _Ref263609935 \h  \* MERGEFORMAT Figure 36 and  REF _Ref263609941 \h  \* MERGEFORMAT Figure 37. Two options are presented which are related to the bypass of coagulation/flocculation/settling phases when the raw water quality is good and will not need settling. In this case as mentioned above direct filtration will be enough to treat the water to comply with the treated water quality. As it can be seen from the process flow diagram for the first option, the raw water bypasses all the coagulation/flocculation and settling tanks and flows into the filters. In this case, an inline static mixer is provided and the coagulant, flocculant can be dosed to this section of the plant before going to the sand filters. In this option, raw water passes through ozonation for pre-oxidation and pre-disinfection. The static mixer will aid in coagulation and flocculation. Alternatively, the chemicals can also be dosed to the outlet of the cascade aeration structure where the turbulence is high. In the second option, the raw water flows through ozonation, coagulation and flocculation but bypasses settling and flows directly to the sand filters. In this way during direct filtration the main flash and slow mixing units will still be used for coagulation and flocculation. Both of the above mentioned options avoid the use of secondary (intermediate mixing) mixing facilities to be utilized only during direct filtration. The arrangement to be implemented should be decided by the contractor. The Awali treatment plant will have two parallel streams. The unit operations and processes and the justifications for the updated process scheme are discussed separately in this section. The tentative dimensions given in the tables are for 3.09 m3/sec net inlet flow capacity which includes 3% water losses for backwashing. Exact amount of water losses to be taken into account for the inlet flow should be defined by the contractor.  EMBED Visio.Drawing.11  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 6 Proposed Treatment Process (Option1)  EMBED Visio.Drawing.11  Figure  STYLEREF 1 \s 3 SEQ Figure \* ARABIC \s 1 7 Proposed treatment Process (Option2) Screening Screening has been foreseen to avoid small/large objects such as grasses, leaves, plastic debris etc flowing to the treatment plant which can enter the raw water source in many different ways. Absence of screens can lead to problems. It is essential to install coarse screens to protect the downstream processes. Therefore bar screens have been foreseen with 40-50 mm opening widths. At this stage automatically operated screens have been foreseen, however the type and operation mode of the screen will have to be finalized by the contractor. Aeration Aeration involves bringing air in contact with water to transfer volatile substances from the liquid into the gaseous phase and to dissolve beneficial gases into the water. The purposes of aeration in water treatment are: to reduce the concentration of taste and odor causing substances such as H2S or other volatile organic compounds; Oxidation of iron and manganese; Addition of oxygen to the raw water which can be deficient in dissolved oxygen. The available data does not suggest the necessity of aeration at first glance, however it should be noted that the data is very limited and does not extensively cover the seasonal changes in the raw water quality. Cascade aeration is proposed which does not involve any mechanical parts and the oxygen transfer is solely related to the fall of the water over a number of steps. It will be a concrete structure having three steps and each step having a 50-cm fall ( REF _Ref262567982 \h  \* MERGEFORMAT Table 313). The water is supplied via long tunnels so especially during the summer times the raw water could be deficient in oxygen which can have implications on taste and odor issues. Therefore it is sensible to construct a cascade aeration system for the Awali process scheme. One cascade aeration system can be constructed to serve the system requirements; this should be checked by the contractor. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 13 Proposed Specifications of Cascade Aeration System SpecificationUnitValueNumber of fallsNo.3 Height of fallm0.5Number of sidesNo.4Length on each sidem7.5Total static fallm1.5Width of each stepm0.6 Pre-oxidation and disinfection using Ozone Ozone is a powerful oxidant and has many uses in water treatment, including oxidation of organic chemicals. Ozone can also be used as a primary disinfectant. Ozone gas (O3) is formed by passing dry air or oxygen through a high-voltage electric field. When used for the pretreatment of raw surface water, ozone prevents the formation of THMs and other chlorinated derivatives. Ozone is more widely used as the pre-oxidant in water treatment systems because it has a number of benefits by improving clarification effectiveness (turbidity, color, residual micro-algae, OM, THM precursors) and in most cases by reducing the coagulant demand. In many plants it has been proven that with pre-ozonation: Coagulation and flocculation are enhanced and performance of sedimentation and filtration processes is improved; Odors are not created or intensified by formation of complexes; Chlorine demand is reduced and in turn lowers chlorine dosage and so THM formation potential; Complex taste, odor and color problems are effectively reduced or eliminated; Organic impurities are rapidly oxidized; Effective pre-disinfection is achieved over a wide range of temperature and pH; Removal of pesticides and herbicides; Removes iron and manganese. Ozone is now widely used in most of the conventional potable water treatment plants and the dosage is very small which will be in the range of 0.5 to 2 mg/L. It is suspected that the dosage will not exceed 0.7-1.0 mg/L for the Awali scheme. Available data does not necessitate the use of a pre-oxidation step at first glance, however it is noteworthy to mention that the current available analysis results are very limited and do not cover a year round seasonal sampling analysis. The quality of both water sources during wet weather events is very important to conclude on the necessity of the pre-oxidation step using ozone. Nevertheless, the following are the specific benefits of having pre-ozonation at the Awali plant: Will improve the performance of coagulation and flocculation and even reduce the coagulant demand; Will oxidize the organics; Will eliminate problems with taste, odour and color; Will eliminate the risk disinfection byproducts (THM and other); Will remove the small amount of pesticides and herbicides detected in the raw water which have strict treated water quality targets. Intermediate ozonation has also been foreseen in the feasibility report as a future item to aid in the removal of pesticides, herbicides, to enhance coagulation, flocculation and reduce the disinfection by products such as THMs and chlorinated compounds. Taste and odor issues caused by disinfectants and DBPs are best controlled through careful operation of the disinfection process. In principle, they can be avoided by using ozone. By the use of the process scheme given in  REF _Ref263609935 \h  \* MERGEFORMAT Figure 36 and  REF _Ref263609941 \h  \* MERGEFORMAT Figure 37 the water will be pre-ozonated both during settling and direct filtration. Concrete covered tanks will be used to provide the required ozone contact time which will be determined by the contractor stage. In the absence of a detailed raw water sampling and analysis campaign, it is prudent to include the preozonation for both oxidation and pre-disinfection purposes for the Awali treatment plant. However the final decision will be taken once the detailed analysis results are available to ascertain the present raw water quality. The possibility of a lower water quality both for the Awali and lake Karaoun sources should not be ruled out as over the years, residential and commercial developments, agricultural activity and industrialization may have affected the water sources and to be sure, up to date sampling and analysis should be conducted. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 14 Proposed Specification for Pre-oxidation and Disinfection. SpecificationUnitValueLocationUpstream of settling tankDetention timemin6Max dosemg/L2Generators (one standby)No.2Capacity of each generatorKg/h20Ozone contact basinNo.4Depthm4.25Lengthm8Widthm8Pre-oxidation chemicalO3Pre-disinfection chemicalO3 Coagulation Coagulation is a chemical treatment process used to destabilize colloidal particles. In this process chemicals are added to the water that either break down the stabilizing forces, enhance the destabilizing forces, or both. Typically aluminum and iron salts are used as coagulants i.e., aluminium sulphate, ferric chloride, ferrous sulphate etc. As mentioned earlier, although several options have been discussed for the main coagulant in the feasibility study, ferric chloride was chosen as the chemical to be used for coagulation. After reevaluation of the current and best practice and considering the advantages and disadvantages of these chemicals, anhydrous aluminum sulphate is proposed as the main coagulant. Although both chemicals are used in water treatment processes depending on price, availability, handling etc, aluminum sulphate has a wider usage. There are several advantages of aluminum sulphate compared to iron salts which can be listed as: Availability, as anhydrous aluminum sulphate is very easy to obtain (Subject to availability on the local market); Price, as anhydrous aluminum sulphate is cheaper compared to especially ferric chloride (Subject to availability on the local market); Will consume less alkalinity of natural water compared to ferric chloride (ferric based salts will consume 0.75-0.92 mg/L CaCO3 alkalinity per 1 mg of salt dosed; alum will consume 0.50 mg/L CaCO3 alkalinity per 1 mg of salt dosed); Will produce less inorganic sludge compared to ferric chloride (ferric based salts will produce 0.54- 0.66 mg insoluble precipitate per 1 mg of salt dosed; alum will produce 0.26 mg insoluble precipitate per 1 mg of salt dosed). Apart from its advantages, handling of aluminum sulphate is slightly more complex which requires the use of silos and feeding screws to prepare 6%-10% w/w dosing solution in flash mixing tanks. Furthermore, the optimum working pH of aluminum sulphate is 6.0-7.4 which will require the dosing of an acid (pH adjustment chemical) to reduce the pH of the incoming raw water to the desirable range and also meet the 0.05 mg/L Al effluent consent. Since the raw water pH is in the range of 6.9-8.0, the amount of acid to be dosed will not be significant. On the other hand, due to the addition of certain chemicals, the natural alkalinity of the water will be consumed and a final alkalinity buffering and pH correction will have to be done anyway. Ferric chloride has the disadvantage and possibility of leaving a residual red color in the treated water if the process is not well controlled. This has been experienced in some plants. Furthermore, iron promotes the growth of iron bacteria if ferrous sulphate is used. This may cause rust-colored deposits on the walls of tanks, pipes and channels and carry-over of deposits into the water. However, it is very important to once again mention that the final selection of the coagulation chemical will be done following jar tests conducted on samples taken from both water sources also taking into consideration the availability of the chemicals in the local Lebanese market. It is also known from previous experience that alum is a more cost effective chemical than ferric. Coagulation will be carried out in concrete flash mixing tanks by the use of rapid mixers to provide thorough dispersion and mixing of the chemical. The success of this unit operation depends on this. Mechanical in-tank coagulation is necessary especially due to low raw water temperatures. It is proposed to use two tanks in series where the first tank will receive the pH adjustment chemical and the coagulant. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 15 Proposed Specifications for Coagulation SpecificationUnitValueTypeIn tank mixingDetention timeMin1NumberNo.4 (2 in series in each stream)Lengthm3.3Widthm3.3Depthm4.25Mixer TypeTurbine flash mixerEnergy GradientS-1750-1000PowerkW37Main CoagulantAl2(So4)3pH adjustment chemicalH2SO4 Flocculation The coagulation process chemically modifies the colloidal particles so that the stabilizing forces are reduced. To ensure that a maximum amount of turbidity is removed, mixing conditions and energy input must be properly provided after rapid mixing to allow aggregation of destabilized particles. The coagulated water must be gently stirred to promote the growth of flocs which can be removed by sedimentation or filtration. The typical floc size is in the range of 0.1-2.0 mm. Jar tests will have to be conducted to determine the correct type of polyelectrolyte i.e. anionic, non-ionic or cationic. Mostly anionic types of polymers are used depending on the nature of the colloids. Metallic oxides are generally positively charged. However most surface waters carry negatively charged colloids which may require the use of cationic polymer. As mentioned previously, jar tests will be conducted to determine the type of polymer to be used during settling and direct filtration. Coagulated water and the polymer will be mixed in concrete flocculation tanks equipped with slow paddle type stirrers. To enhance the growth of flocs tapered velocity gradient will be applied using three tanks in series. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 16 Proposed Specifications for Flocculation SpecificationUnitValueTypeIn tank mixingDetention timeMin2NumberNo.6 (3 in series in each stream)Lengthm12Widthm12Depthm4.25Mixer typePaddle type slow stirrer Energy Gradient (first compartment)S-160Energy Gradient (second compartment)S-130Energy Gradient (third compartment)S-115Power (first compartment)kW7.5Power (second compartment)kW2.2Power (third compartment)kW1.1Main flocculantAnionic Polyelectrolyte Sedimentation Due to land constraints, lamella type plate settlers will be used. This type of settlers consists of banks of small plates inclined at 45o to 60o angles from horizontal. The lamella plate settlers provide enhanced solids removal because, 1) the settling distance that a particle falls to enter the sludge zone is reduced (thus, the surface loading rate is reduced in the basin), 2) Laminar flow is achieved through the plates (thus nearly ideal settling conditions are encountered), 3) Density currents, temperature currents and wave action do not hinder the sedimentation process. The sludge will be automatically removed using motorized valves and pumps. Sludge will be pumped to sludge thickeners. Mechanical scrapers will be used to scrape the settled sludge to the hoppers. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 17 Proposed Specifications for Sedimentation SpecificationUnitValueTypeLamella Plate settlerDetention timemin20NumberNo.2 (one in each stream)Specific loading ratem3/m2-h1.0Footprint loading ratem3/m2-h17.9Lamella sizem3.26 x 1.25Lamella inclinationDegree55Horizontal spacingmm80Number of lamella per unitNo.2036Number of rows per unitNo.10Lengthm12Widthm13Depthm5 5.5Launder channelOn top of lamella stacksDe-sludgingAutomatic via pumps and motorized valves Filtration Further removal of colloidal particles is required to meet stringent public health standards. The filtration process used in water treatment involves passing of the flow through a bed of granular media such as sand, anthracite or activated carbon. As the water passes through the media, the suspended particles are entrapped in the pore spaces of the media and thus removed from the liquid stream. Rapid sand filters have also been foreseen in the updated process scheme as done in the feasibility study. Dual media sand filters are recommended with sand and anthracite which will facilitate further removal of organics and also eliminate taste and odour problems. The filter media can also be replaced with granular activated carbon if the necessity arises. Filters will have a combined air and water backwash (CAW) sequence to provide the most efficient way of removing entrapped solids and this will be fully automatic. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 18 Proposed Specifications for Filtration SpecificationUnitValueTypeRapid, Dual MediaMediaSand + anthraciteNumber of filtersNo.10Filtration rate (1 filter offline)m3/m2-h10.1Required total aream21236Area of each filterm2124Filter bed arrangementTwin bedLength of each twin bed filterm13.5Width of each twin bed filterm4.5Media depthm1.2m (sand) + 0.4m (anthracite)Media effective sizeMm1.0Number of filters backwashedNo.1Water backwash rate (low)m3/m2-h40Water backwash rate (rinse)m3/m2-h40Air backwashNm3/m2-h60Required low backwash flow ratem3/h3645Required rinse backwash flow ratem3/h4860Required air backwash flow rateNm3/h7290Total washwater requirement during one backwashm3510Clean backwash tank volumem3730Dirty backwash volume m3730Design backwash durationmin17 There are two options for the dirty backwash water disposal and handling as proposed by the designer: 1) it can be discharged to the thickeners or 2) it can be directly sent to the wadi. The latter must be further investigated and confirmed with the local regulatory authorities. The dirty backwash water tank will be equipped with a submersible mixer to keep its content in suspension. Post Chlorination Post chlorination will be carried out using gas chlorine. The contact tank will have a detention time of 30 minutes and will be baffled to provide plug flow conditions. Two tanks have been foreseen for ease of operation and maintenance. Average chlorine dose of 3.5 mg/L and a maximum dose of 5 mg/L is expected and the capacity of the gas chlorination system has been based on this dosage. The preliminary dimensions of each chlorine contact tank will be as follows; length=25m, width =12.5m and the water depth will be 4.25m. Treated Water Reservoir A treated water reservoir has been foreseen to store the treated water up to a maximum of 1 hour. The same criteria have been taken into account in the feasibility study. Two tanks each having a capacity of 5750 m3 will be sufficient to satisfy this requirement. The tanks can be isolated with penstocks. The preliminary dimensions of each reservoir will be as follows: length=33m, width=33m and the water depth will be 5m. The necessity and capacity of the treated water reservoir will be reevaluated by the contractor. Post pH Adjustment Chemical dosing will consume the natural alkalinity of the raw water and hence decrease the pH as the water passes through the treatment steps. In the updated process, due to the recommendation of alum, acid will be dosed to decrease the pH of the raw water to the desired level for optimum coagulation. This will further reduce the buffer capacity of the water and decrease the pH. Therefore the final treated effluent has to have the necessary alkalinity buffer and also has to be in the pH range as given in the treated water quality. Certain chemicals can be used for this purpose such as hydrated lime, quick lime or caustic soda. In the feasibility study lime has been chosen because of its price. Nothing has been mentioned about lime being more readily available than caustic. However as outlined in the same report there are a lot of implications associated with using lime and many plants in the world have considered caustic for pH adjustment. Below are some of the negative aspects of using lime in water treatment plants: It is very difficult to handle. In large treatment plants it can only be stored in silos which result in arching. It is also very dusty; There are many impurities; It may further increase the turbidity of the water due to these impurities. (this is especially crucial if dosed into treated water); Impurities from lime can settle out in pipelines and in reservoirs; They require sophisticated storage and handling equipments; Capital cost of lime storage and dosing facilities is high and so are the maintenance costs. Furthermore when dissolved in water, Ca2+ contained in lime may form CaCO3 and CaSO4 precipitates which can settle in pipes, reservoirs and cause scaling. Therefore due to the reasons stated above, it can be concluded that technically, caustic soda is a preferred chemical to be used for post pH adjustment. However, the final selection of the post pH adjustment chemical will be left to the final design stage as there have been some reports that caustic is not available in the local market but can be imported. This needs to be further investigated. Ammoniation Ammoniation is the process where monochloramines are formed by the addition of ammonium into the treated water. Ammonia converts free chlorine residual to chloramines. In this form, chlorine is less reactive, lasts longer and has fewer tendencies to combine with organic compounds thus reducing taste and odor and THM formation. However dosage of liquid ammonia has to be carefully adjusted as excessive amounts can lead to the formation of disinfection by products. Ammoniation process was foreseen as an optional item in the feasibility study however it is recommended to include this as part of the process scheme. It is expected that the dosage will be in the range of 0.5-1.0 mg/L. Chemical Storage Total quantities of chemical storage will depend of the selection of coagulant and flocculent and their relevant dosing rates decided by the contractor. It is very hard to be definitive about this at this stage but the designer has provided in the following table a guidance on expected quantities. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 19 Chemical Storage ChemicalNo. Days StorageInitialUltimateFerric Chloride (40% solution, 1450kg/m3)60400 tonnes 2 tanks X 135 m3600 tonnes 3 tanks X 135 m3Cationic Polymer (liquid, 1100/m3)3016 tonnes 2 tanks X 7 m3600 tonnes 3 tanks X 7 m3Anionic Polymer (Dry, 900kg/m3)301.5 tonnes Floor Space3 tonnes Floor SpaceCaustic Soda (25% solution, 1250kg/m3)30480 tonnes 2 tanks X 190 m3720 tonnes 3 tanks X 190m3Chlorine (Liquid gas, one tone cylinder)6060 tonnes 60 cylinders120 tonnes 120 cylindersAqueous Amonia (liquid 25% solution, 0.95 tonnes/m3)60400 tonnes 2 tanks X 135 m336 tonnes 3 tanks X 12m3Spare chemical* (Dry, 4% soluble)304 tonnes One m3 day tank8 tonnes One m3 day tank Note * Quantities based on potassium Permanganate Sludge Treatment Coagulation sludge is produced by flocculating and settling natural turbidity. Alum and iron salts will react with alkalinity and form precipitates of alum and iron hydroxides. Settled sludge contains these hydroxide precipitates and also turbidity causing organic and inorganic compounds. The sludge produced from water treatment facilities is stable, because mostly there is no organic matter to undergo active decomposition or promote an anaerobic condition. As a result, the sludge is often allowed to accumulate in sedimentation basins and holding/thickening tanks for days. Basic characteristics of coagulation sludge which needs to be taken into account during the design are as follows: The solids concentration, thickening, density and de-waterability of the produced sludge are highly dependent on the raw water quality; Treatment of high turbidity surface water will result in sludge that is more concentrated and less difficult to dewater, sludge produced from the treatment of low turbidity surface water will be difficult to process; Coagulation sludge from water containing high algae, will result in light and low solids concentration; Sludge that have a high proportion of metal hydroxides are easily dewatered because metal hydroxides have water molecules in their structure that can separate the floc and other particles; Addition of polymer, lime will increase the solids concentration; Alum sludge is a voluminous gelatinous sludge with poor compressibility. It will generally concentrate to 0.5-3% solids in the sedimentation basin; Sludge concentration in the settling tanks depends on how they are operated. Typical concentration varies between 0.5-3% however this will increase if the sludge is allowed to accumulate for some time; Density of sludge depends on the moisture content. Normally for surface water sludge, the density of dry sludge is in the range of 1200-1520 kg/m3. In the 1994 feasibility study, several options have been proposed for the management of solids which can be listed as: Option A - Marine disposal; Option B - Disposal at the Ras Damour Power Station; Option C - Disposal at a nearby cement plant; Option D - Disposal to restore local quarries; Option E - Disposal to landfill; Option F - Disposal to agricultural land; and Option G - Return of raw sludge to Joun. It was concluded in the 1998 EIA report that disposal of sludge to the marine environment (Option A) would be an unacceptable long-term proposal, would give rise to low levels of water treatment chemicals being present in the marine environment and would have a high capital cost. Amongst all the alternatives given above, Option D was selected as the most viable option which is the disposal of sludge to restore local quarries (e .g. the small quarry west of the Ouardaniye WTW) with possible future use of the sludge as a construction material represented the best option for sludge disposal, provided that care will be taken to avoid groundwater contamination. In the longer term, it is also stated that the sludge may be disposed of to an engineered landfill or a wastewater treatment plant, once these are constructed. The selected option therefore represents a flexible approach to sludge disposal. In light of the proposed sludge management strategies given in the previous EIA study (for the short and long term) the onsite sludge treatment has to be provided. The following steps are recommended for the treatment of sludge: Sludge holding /thickening; Sludge dewatering (with polymer aid); Sludge liquor collection (supernatant tank). As discussed earlier, alum sludge has a slimy, voluminous character which makes it difficult to process. Therefore the sizing of the units and design criteria must be carefully selected. Sludge thickening can be carried out in circular gravity thickeners which will also serve the purpose of sludge holding and storage. Thickened sludge can then be dewatered using belt press or centrifuges. Centrifuges have been preliminarily proposed during the feasibility study however they are costly and energy intensive. Alternatively, belt presses are proposed at this stage as they are very low in energy consumption and the sludge to be processed is fairly stable and will not potentially emit any malodors. In any case belt presses can be completely covered. Cationic polymer is recommended to aid in increasing the solids concentration and dewater ability however the selection of the type of polymer will be done at time of construction by the contractor. A supernatant tank has been foreseen with a reasonable detention time to collect sludge liquors resulting from thickening and dewatering processes. Sludge yield figures for treating 250,000 m3/s and 500,000 m3/s (twice the expected capacity under the current project) are given in  REF _Ref262569740 \h  \* MERGEFORMAT Table 320. It depends on chemical type and dosage and whether direct filtration or coagulation/flocculation and settling are done. Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 20 Sludge Yield Annual AverageMaximum 72 hoursPeak DayTonnes/daym3/dTonnes/daym3/dTonnes/daym3/dFor treating 250,000 m3/s7.8260031103007525000For treating 500,000 m3/s15.55200622060015050000 The yield assumes ferric sulphate is dosed as the principal coagulant and that the clarification produces a 0.3% so0lids sludge. Dry solids in the sludge cake will be 230*4*12*0.97= 10,708 kg/d (10.8 tons/d). Dry solids will not change unless the solids capture of the machine changes or more solids are produced from the liquid process due to higher turbidity, higher chemical dosageetc. It is the wet sludge amount that will change with respect to dewatered sludge concentration and cake density. So for average conditions, the dry solids in the sludge cake will be approximately 11 tons/d and the wet sludge will be in the range of 58 m3/d to 73 m3/d dependant on the cake concentration (12-18%) for a density of 1200 kg/m3. The conceptual sizes of the sludge treatment units are shown in  REF _Ref262569786 \h  \* MERGEFORMAT Table 321 Table  STYLEREF 1 \s 3 SEQ Table \* ARABIC \s 1 21 Conceptual Design Parameters of Sludge Treatment Units SpecificationUnitValueTHICKENINGTypeGravityNumberNo.3DiameterM20Sidewater depthM33.5Solids loadingKg/m2-d40Hydraulic overflow loadingKg/m2-d6ScraperPicket fence typeSolids capture rate%93-95Thickened sludge concentration%2-6Thickened sludge flowm3/d350DEWATERINGTypeBelt PressNumberNo.4Belt widthm3Solids throughout capacity of pressKg/h230Hydraulic throughout capacity of each pressm3/h7.5Polyelectrolyte dosageKg/ton DS5-10Solids capture rate%97Dewatered sludge cake flowm3/d58Dewatered sludge cake%12-18 Analysis of Alternatives Introduction This section is based on the alternative schemes presented in the initial EIA report date April 1998 and the updated feasibility study submitted by Montgomery Watson April 2010. An evaluation of alternative schemes to the provision of a major new water supply source for the Greater Beirut from the Karaoun Lake and Awali Rivers is given hereunder. No Project Option Greater Beirut is likely to face serious water shortage in the near future as demand surpasses supply. Climate change may even further exacerbate this problem. If additional sources of water supply are not identified and provided in the near future, the following environmental and socio-economic impacts are expected to arise: Increase pressure on groundwater wells leading to increased salt water intrusion in the coastal aquifers Increased shortage periods of water in Beirut, particularly in the summer period, possibly leading to more conflicts among water users in Greater Beirut Not meeting Millennium Development Goals of access to water Accordingly, the No Project alternative is considered to be not viable, as it would have severe environmental and socio-economic impacts in Beirut. Formulation of Options Constraints Earlier Feasibility studies of 1972 and 1984 determined that the abstraction and delivery points of the project should be: Abstraction at the construction adit of the Joun HEP plant tunnel prior to the HEP; and Delivery to the southern end of the twin 700mm diameter transmission mains at Khalde (25km to the north) to supply reservoirs in west Beirut. In addition the feasibility study of 1994 identified a suitable location at Hadath for a new storage reservoir to serve East Beirut and the Southern Suburbs. The location and elevation had to achieve the following requirements: Gravity Feed from Awali to Hadath; Equalizing supply and demand over a period of high consumption; Furnishing water for such emergencies as accidental breakdowns; Supplying water to the northern and southern suburbs, and the Achrafieh reservoirs; Supplying the reservoirs at Tallet El Khayat by a connection to the existing 700mm diameter pipe at Galerie Semaan (in the event of supply shortage) to the existing twin 700mm diameter pipes (one of which is conveying water from the Damour wells); and Providing to regions currently supplied from other sources in case of failure of shutdown of these sources. The development of the proposed project has been based on these requirements. Water Transmission Options Three conceptual options were identified during the various past studies to convey from Joun to Khalde without undue head loss. These are: A pipeline following the hydraulic gradient around the hillsides knows as the hillside Route; A tunnel through the hills following the hydraulic gradient with inverted siphons or pipe bridges to cross valleys as necessary; and A low elevation, high pressure pipeline following the coastal highway (which had already been partially completed as far as Damour and was due to be extended southwards). The first option was ruled out immediately as being prohibitively expensive. The other two options were carried forward to more detailed considerations in the 1994 feasibility study. The analysis was based on two different routes and the coastal pipeline with three alternative pipeline materials. These are discussed in sections  REF _Ref263611585 \r \h \* MERGEFORMAT 4.4.2.1 and  REF _Ref263611593 \r \h \* MERGEFORMAT 4.4.2.2 Water Treatment Options It was proposed in the 1994 feasibility study that the water treatment should be designed to meet European Union standards as minimum at that date. The new feasibility study (MWH, 2010) revises the treatment process so that the new water guidelines and standards issued by the European Council and also the World Health Organization (WHO) are fulfilled. The hydraulic head limitations of the project assisted in determining the location and elevation of the WTW. In the 1994 feasibility study, 4 (four) locations for the WTW were considered, these are Joun Adit, Jebel es Sarris, Khalde and Ouardaniye. The fourth site was selected mainly to allow gravity flow through and onwards from the WTW. The detailed analysis of water treatment locations and treatment options are set out in section  REF _Ref263611609 \r \h  \* MERGEFORMAT 4.4.3. Detailed Evaluation Location of Treatment Plant Four sites were considered in the 1994 Feasibility Study. Their characteristics are summarized in  REF _Ref263611775 \h  \* MERGEFORMAT Table 41. Table  STYLEREF 1 \s 4 SEQ Table \* ARABIC \s 1 1 Characteristics of the four proposed WTW sites NameLocationSite DescriptionLand Area (ha)Excavation Cost ($M) in 1998Land Acquisition Cost (1998)Land Acquisition Cost (2010)Joun Adit200m West of Joun tunnel AditIn a valley with steep slopes and poor access6.4 8.525.9 35.7 3$/m275$/m2Jebel es Sarris1.5km NW of Joun tunnel AditModerate cross slopes with good access but requiring road relocation4.8 6.48.3 11.425$/m2100$/m2Ouardaniye5km NW of Joun tunnel AditModerate cross slopes and good access4.8 6.22.3 9.425$/m2100$/m2Khalde25km north of Joun tunnel Moderate cross slopes and good access4.8 -6.37.0 9.4110$/m2500$/m2 All four sites had similar foundation and geological conditions, and would require extensive rock excavation. Approximate excavation costs were estimated in the 1998 EIA report based on required volume and depth of excavation Cost of excavation at Joun and Jebel es Sarris turned be more expensive than that at Ouardaniye and Khalde and thus effectively ruled them out. Both Ouardaniye and Khalde sites were considered ideally suited for the construction of the WTW. The Khalde site is ideal in terms of elevation (to suit an entirely gravity project), space, and topography (a reasonably gently sloping site). However, expansion of the city over years has made it relatively expensive in terms of land purchase cost, and plots in Khalde area are being sold for private housing development. The prime benefits of this site are: The close proximity to Beirut where the water is needed; and The reduced risk of pollution of treated water en route from Joun by sitting the plant as close as possible to Beirut. The Ouardaniye site offers the same essential requirements of appropriate elevation, sufficient area and suitable topography. The prime benefits of this site are that it is: Considerably cheaper than Khalde in terms of current land values (US$100/m2 against US$500/m2); As easily accessible as the Khalde site on completion of the coastal highway; and Able to serve the coastal communities between Ouardaniye and Beirut from the main transmission line between the two. This would be particularly simple in the case of the Pipeline Option and achievable in the case of Tunnel Option 2 (see below) through connection at the Damour Valley and other valley crossings. Means of Transmission Tunnel options (see  REF _Ref263676407 \h Figure 41) were developed and evaluated to suit potential WTW sites: Tunnel Option 1: Tunnel form Joun to possible Khalde WTW; and Tunnel Option 2: Tunnel from Joun to possible Ouardaniye WTW plus tunnel from Ouardaniye WTW to Khalde A potential benefit of the pipeline option was that, provided that the water in the pipeline had been treated, it would be comparatively simpler to connect to it for supplies to coastal communities en route to Khalde for treatment, a more expensive site for the works. For topographical reasons a pipeline from Joun to Ouardaniye was impractical; this section must be tunneled. Only one pipeline option was therefore investigated: Pipeline Option: Tunnel from Joun to Ouardaniye WTW plus coastal pipeline from Ouardaniye WTW to Khalde. Considerations for Tunnel Alignment and Construction The tunneled options have additional advantages. Tunneling through the hills permits the shortest route towards the end point of the project. The tunnel is also able to follow the hydraulic gradient line with less design constraints, with the exception of deep valley crossings. Due also to the minimum economical size of a tunnel (determined as 2.8m internal diameter in the 1994 feasibility study), the tunneled options also provide additional capacity for any future expansion, and some degree of storage within the tunnel space itself. Most importantly, the tunneled solutions have a significantly smaller surface disruption footprint. In both tunnel options mentioned above, the alignments were selected to assure, as much as possible, a straight drive on a uniform free-draining gradient in the direction of flow. Both routes deviate eastward from the most direct alignment in order to pass under the many deep valleys, while maintaining a minimum cover of 10m to allow for superficial deposits in the valley bottoms. This also allowed for an adequate safety margin, assuming that a larger tunnel be adopted because of the specific viability of a larger tunnel boring machine (TBM). Consideration of the construction methods of the tunnels reviewed the options of drill and blast against TBMs. The latter were considered more viable because of the lengths of the drives, because they would give rise to smaller quantities of excavation, and since they would require the use of less concrete for lining. TBM would also enable much more rapid progress to be made, with a consequent overall reduction in the construction time. Drill and blast would only be used in establishing the TBMs in the first 100m of each drive. Option 1 would give rise to significant quantities of soil at the start of the tunnel drives at the Joun and Khalde with a smaller amount at Damour, whereas Option 2 would result in most spoil at Ouardaniye and Khalde and a lesser amount at Joun and Damour. The tunnels would be lined with concrete and an impervious membrane to prevent leakage in either direction. The tunnels will be drilled entirely through limestone, some of which is karstic. However, all proposed tunnel sections are above water table and hence groundwater is not expected to cause any problem while drilling. A steel liner with mortar lining was proposed in the shafts and bottom section of the Damour crossing, as well as sections with minimal ground cover (such as the valley crossings and the first and last 100m of horizontal drive from the natural ground surface). Consideration was given to the need to provide a separate 25mm thick internal lining to the tunnel from Ouardaniye WTW to Khalde in Option2 as it would be conveying treated water. However, the external impermeable membrane already proposed as part of the tunnel structure was considered adequate to prevent infiltration of contaminated water. After initial wetting, any contamination from the concrete itself was considered not to be significant and therefore need for special protection was deemed unnecessary. Several factors had to be taken into consideration in the tunneled concept, such as the method for crossing deep valleys (pipe bridges, inverted siphons, etc). It was determined during the options development that a tunneled inverted siphon would be best, in order to maintain the integrity of the tunneled solution. The tunnel alignment was adjusted in designs developed in 2001 to minimize the inverted siphon drops. The alternatives of constructing this crossing using deep trench excavation (involving a river diversion) or tunneling were evaluated. IT was considered unlikely to be viable to set up TBMs for the two short lengths of low level tunnel linking the vertical legs of the siphon to the crossing (only 900m and 400m respectively on north and south sides). Drill and blast were therefore envisaged to be used at this location. Considerations to Pipeline The use of the coastal highway as a route for the pipeline from Ouardaniye to Khalde is based on planned provision of service roads on either sides of the main carriageway. Land has already been acquired for these and the pipeline could be located under them without the need for additional land purchase, and without the severe disruption of traffic which construction in the existing carriageway would bring. The pipeline option has some critical technical disadvantages. These are listed below: Security concerns given that an exposed rural pipeline would be very obviously vulnerable to tampering and intentional acts of damage or foreign aggression; Exposure to damage from Seismic activity given that the pipe route is through seismically active zone; High pressure of the pipelines (+25 bar rating requirement) due to elevation differences could result in very severe consequences in the event of a pipe burst. Any failure in one pipe could damage the adjacent pipe (of the twin pipes), causing complete cessation of service. Pipe failure would also threaten local infrastructure including the coastal freeway and adjacent properties and endanger residents; Extensive expropriations and service corridor requirements particularly given strong urban development especially towards the end of the pipe route; and Aesthetic and Environmental implications due to the extensive construction through rural and natural areas. Three materials (steel, ductile iron and pre-stressed concrete) were identified as feasible for the use of the pipeline option and were therefore further evaluated by addressing issues such as flow regulation, surge control, leakage control, corrosion and durability, and the different construction methods and operational problems which could result. Concrete pipes were the cheapest option as they were evaluated taking into consideration the potential for local production. However their bursting failure mechanism (sudden brittle failure) deemed them undesirable for the proposed application. The non-brittle Steel and Ductile Iron pipes proved technically more appropriate given that they would exhibit puncture and leakage type failure mechanisms which could be controlled and would not cause catastrophic failure. Steel & iron pipes therefore adequately address the third point of the disadvantages of pipelines as listed above. They are however, more costly even without considering the cost of extensive expropriations and land acquisition. They also remain vulnerable to the remaining concerns regarding pipeline options. Access Roads Based on the proposed use of the TBMs for the main tunnel drives, Option 1 would require the construction of temporary access roads to the working areas at El Labbiye on the southern side of the Damour Valley and to Joun. Access to the Khalde WTW and to the tunnel working site would be via existing roads. In addition to the upgraded permanent access road to the proposed site of the Ouardaniye WTW, Option 2 would require the construction of access roads to the adit at the low point of the siphon in Wadi Abou Yabes between Joun and Ouardaniye, and to EL Labbiye on the southern side of the Damour Valley. Upgraded existing roads would be used for access to the working sites at the other locations. The Pipeline Option also required a temporary access road to the adit at the low point of the siphon in Wadi Abou Yabes between Joun and Ouardaniye and an upgraded permanent access road to the proposed site of the Ouardaniye WTW.  Figure  STYLEREF 1 \s 4 SEQ Figure \* ARABIC \s 1 1 Altenartive Scheme Options Water Treatment Process The ability to achieve a guideline value within a drinking-water supply depends on a number of factors, including: The concentration of the chemical in the raw water; Control measures employed throughout the drinking-water system; Nature of the raw water (groundwater or surface water, presence of natural background and other components); and Treatment processes already installed (if any). A qualitative ranking of treatment processes based on their degree of technical complexity is given in  REF _Ref263611896 \h  \* MERGEFORMAT Table 42 below. The higher the ranking, the more complex the process is in terms of plant and/or operation. In general, higher rankings are also associated with higher costs. Table  STYLEREF 1 \s 4 SEQ Table \* ARABIC \s 1 2 Ranking of Treatment Processes RankingTreatment Processes1Simple Chlorination Plain filtration (rapid sand, slow sand)2Pre-Chlorination plus filtration Aeration3Chemical Coalgulation Process optimization for control of disinfection by-products4Granular activated carbon (GAC) Treatment ion exchange5Ozonation6Advanced Oxidation Processes Membrane treatment The approach taken in defining the required treatment process was oriented towards the necessity of treating variable raw water quality due to seasonal changes. During the summer months of dry season the raw water is suitable for direct filtration whereas during the winter months, coagulation, flocculation and sedimentation will be required. For this purpose, the previously proposed design allows this unit to be bypassed and to be fed directly to filtration. Micro-coagulation and flocculation have also been foreseen during direct filtration. The preliminary design report defines the treatment scheme as: Coagulation; Flocculation; Sedimentation; Ozone oxidation (defined to be implemented in the future); 2nd stage coagulation/flocculation; Rapid sand filtration; Final disinfection; pH adjustment; Ammoniation; Sludge to be disposed to the wadi or to the sea; Dirty backwash collection. The above scheme was revised in the new feasibility study mainly to fulfill the Lebanese standards of drinking water and those of the European Union and the World Health Organization. This is addressed in details in section  REF _Ref263611995 \r \h \* MERGEFORMAT 3.4.3of the Project Description Sludge Disposal An assessment of a wide range of sludge disposal options was made. These are summarized in the following table: Table  STYLEREF 1 \s 4 SEQ Table \* ARABIC \s 1 3 Sludge Disposal Alternatives OptionSub-OptionMarine DisposalTransport of raw sludge by terrestrial pipeline westwards to the mid-point of Ouardaniye Bay, plus about 2.4 km submarine pipeline to 30m water depth.Transport of raw sludge by terrestrial pipeline west-south-west to Ras Sahare, plus 900m submarine pipeline to 30m water depth.Disposal at the Ras Damour Power Station.Dewatering of raw sludge at the WTW; transport of dewatered sludge by truck to the Power Station and incineration at the latter.Transport of raw sludge by pipeline to the Power Station; dewatering and incineration at the latter.Transport of raw sludge by pipeline to the Power Station; injection into cooling water outfall.Disposal at a nearby cement plant.Dewatering of raw sludge at the WTW; transport of dewatered sludge by truck to the cement plant.Transport of raw sludge by pipeline to the cement plant; dewatering and incineration at the latter.Disposal to local quarries, with possible re-use thereafter.Dewatering of raw sludge at the WTW; transport of dewatered sludge by truck to the quarry and use is for restoration.Dewatering of raw sludge at the WTW; transport of dewatered sludge by truck to the quarry. Buffer storage there, with later use in road construction.Disposal to landfillDewatering of raw sludge at the WTW; transport of dewatered sludge by truck to an existing landfill.Development of a purpose-built contained landfill to accept the sludge. Dewatering of raw sludge at the WTW; transport of dewatered sludge by truck to the landfill.Disposal to agricultural land.Dewatering of raw sludge at the WTW; transport of dewatered sludge by truck to the application site. Application by surface spreading. Transport of raw sludge by truck to the application site. Application by sub-surface injection.Return the raw sludge to Joun.Return of raw sludge by pipeline to Joun and injection into the flows upstream of the existing off-take.Return of raw sludge by pipeline to Joun and injection into Awali River, downstream of the Joun works. Option D was selected by the designer as the most viable option which is the disposal of sludge to restore local quarries (e .g. the small quarry west of the Ouardaniye WTW) with possible future use of the sludge as a construction material represented the best option for sludge disposal, provided that care will be taken to avoid groundwater contamination. Since this is might still have implications in groundwater quality, it is better recommended to dispose the sludge into engineered landfills. A detailed consideration of this evaluation is given in Appendix D. Option Evaluation From the above discussed options of transmission and treatment plant location, five overall project options were identified  REF _Ref263612206 \h \* MERGEFORMAT Table 44. These were evaluated based on: Cost Security Durability Maintenance Operation flexibility Storage (surplus capacity in tunnel) General environmental impact; and Potential for future expansion. Table  STYLEREF 1 \s 4 SEQ Table \* ARABIC \s 1 4 Overall Project Options OptionOption NameDescription1Tunnel 1Tunnel form Joun direct to a WTW at Khalde with pipeline transfer to reservoirs in Beirut2Tunnel 2Tunnel form Joun direct to Khalde via a WTW in Ouardaniye, with pipeline transfer to reservoirs3Concrete PipelineTunnel from Joun to a WTW at Ouardaniye thence by concrete pipeline to Khalde with pipeline transfer to reservoirs in Beirut4Ductile Iron PipelineTunnel from Joun to a WTW at Ouardaniye thence by ductile iron pipeline to Khalde with pipeline transfer to reservoirs in Beirut5Steel PipelineTunnel from Joun to a WTW at Ouardaniye thence by steel pipeline to Khalde with pipeline transfer to reservoirs in BeirutCost It is concluded from the update feasibility study that the cost of the tunnel option project is today at US$ 278.9M, while the cost of the best coastal pipeline option is estimated at US$ 325.5M. These estimates exclude land acquisition costs; however include contingencies, design costs, and site supervision cost. The increase in estimated cost compared to the 1994 estimate can be attributed to the following: Project Scope expansion to include two new reservoirs at Hadath and Hazmieh and associated pipe work. Natural Economic Inflation. As illustrated above, the tunneled option with WTW located at Ouardaniye remains the most technically and economically superior option at the present time. This is the option selected by the 1994 feasibility study, and which was later progressed to design and tendering in 2001. Many of the same factors that justified this option in 1994 are even more compelling now than they were at the time of the original feasibility study, due to rapid urbanization in the project area over the last 16 years. Security In terms of security, a tunnel is less vulnerable than a pipeline and is better able to withstand earthquakes. Although velocity limiting valves will be installed on pipeline to shut down in the event of a major failure, the high pressure at which it would operate poses a damage risk to the highway and adjacent property (as well as to highway users). Supply disruption during emergency repair would be significant. Pre-stressed concrete would be more at risk than steel or ductile iron owing to its greater susceptibility to a sudden burst failure and the fact that the required diameter/pressure combination is on the limit of current manufacturing technology. Maintenance A planned internal inspection of the system every five years is envisaged. All options contain a tunnel element, and a planned 2 day shutdown is therefore a common feature. A pipeline is more susceptible to unforeseen maintenance but twinning provides some operational flexibility. Operational Flexibility The tunnels for this project cannot be constructed economically at less than about 3m diameter as it is difficult to remove spoil or bring in concrete for the lining with less working space. Hydraulically, the tunnels will therefore be oversized. The spare capacity can, however, be used to advantage as there is shortage of reservoir capacity in Beirut. Alternatively, increasing water demand may eventually necessitate future expansion of the project to supply 9m3/s. the tunnel options will accommodate both these aspects. Environmental Impact Environmentally, it was judged in the feasibility study that the construction of the pipeline option would have a greater adverse impact than both tunnel options. Selection of Preferred Option Option Tunnel 2 was preferred for the following reasons: Lowest overall cost Greatest security in terms of: Least vulnerability to deliberate damage Best resistance to earthquakes Least risk of leakage and consequential damage Greatest durability and design life Lowest maintenance requirements (and thus minimized supply disruption) Easier to supply the coastal strip from Ouardaniye WTW rather than a Khalde WTW Spare hydraulic capacity available: To supplement inadequate reservoir capacity in Beirut To allow for future expansion of required; and Least environmental impact during construction Environmental and social Baseline Introduction The baseline data presented in this section were reproduced based on desk studies and the use of available information in the initial EIA study (Montgomery Watson, 1998) except for the noise, ecological and socio-economic parts for which ELARD team has conducted extensive field surveys to gather relevant updated data. Climate and Air Quality The Awali project covers an area that extends from the hillsides of western Lebanon, to the south of Beirut. An onshore south-westerly wind from the adjacent Mediterranean Sea affects this area most of the year. The high reconstruction activities and the high levels of traffic movements in Beirut and its suburbs are causing poor atmospheric quality conditions in this area. The Climate conditions in this area are those of a typical eastern Mediterranean climate; the rainfall is low and restricted to the period between November and March, and the temperatures are high in summer, but the area is not subject to the cold winter that occurs in Lebanese mountains. Ambient Noise Level Data Collection Noise level measurements were conducted by ELARD team to capture to the extent possible the baseline noise levels at different locations of the project, with due consideration of activities with potential noise generation as well as location of possible sensitive receptors.  REF _Ref263626915 \h  \* MERGEFORMAT Table 51 shows the locations where noise levels were measured, the date and time of the measurements, duration of measurement in addition to some relevant comments. The noise measurements were conducted using a Lutron Sound Level Meter (Figure 1), SL-4010 with accuracy of +/- 0.1dB. The timings of the measurements were selected in a way to be representative for the location. For instance, in Ouardaniye, where there are currently several sources of noise generation (primarily from existing traffic), three time ranges were selected (off-peak early morning, noon, and afternoon), whereas in other more remote locations, one time period was assumed to be sufficient to depict average noise levels in the area. Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 1 Noise Level Monitoring Locations and Methodology LOCATIONNOISE MEASUREMENT SURVEY TYPEAnticipated Noise Generation Potential/Sensitive ReceptorsDateTime intervalOuardaniye WTW17.04.20106:59AM 10:10 AM10-minute intervals with noise levels recorded every 1 minuteNoise is expected to be generated during WTW construction and operational phases.11:30 AM 1:00 PM4:40 7:00 pmNahr el Damour Siphon/Washout15.04.20106:55 AM 9:00 AM5-minute intervals with noise levels recorded every 1 minuteMinor concern of noise. Noise generated from the construction phase only.Khalde Distribution /Connection Chamber14.04.20106:42 AM 9:00 AM10-minute intervals with noise levels recorded every 5 minutesMinor concern of noise. Noise generated from the construction phase.Hadath 90 Reservoirs16.04.20107:00 AM 7:43 AM 10-minute intervals with noise levels recorded every 1 minuteMinor concern of noise. Noise generated from the construction phase.Hazmieh 90 Reservoirs16.04.20108:17 AM 9:17 AM10-minute intervals with noise levels recorded every 1 minute Minor concern of noise. Noise generated from the construction phase.  Figure  STYLEREF 1 \s 5 SEQ Figure \* ARABIC \s 1 1 Noise measurements at the Khalde distribution and connection chambers While all locations are expected to affect ambient noise levels during construction, the only source of noise during the operational phase is the water treatment works (WTW) in the Ouardaniye village. The Nahr el Damour washout and Khalde distribution chamber were surveyed in the morning for two hours. Hadath 90 and Hazmieh 90 reservoirs were surveyed in the morning for one hour each because they are close to a major army barracks and to the presidential palace respectively, and army patrols would not allow a longer survey to be conducted, although more periods of measurements during the day would better depict noise levels particularly in Hazmieh 90 location, which is close to a major highway. For the most part of the study area, the landscape along the water tunnel route is generally limestone rocks of the Sannine Formation (Cenomanian age). The terrain is unlikely to have any considerable effect on transmission of noise during construction. The construction works on the portals, washouts and chambers is likely to cause some increase in noise levels only during the construction phase; after construction is completed, noise levels should return to current ambient levels. Results Ouardaniye WTW The Ouardaniye site lies about 1 km from Ouardaniye village, south of the Sibline Cement Factory, between the valleys of Ouadi Aabaid and Saquiet Ouadi Baraz. The average noise level in the Ouardaniye WTW is 52dBA, with maximum values reaching up to 72dBA and minimum being 43dBA. Higher values are mainly associated to passing traffic, mosques call for prayer, air traffic and the local Sibline Cement Factory which is nearby on the opposite side of the valley. Damour Washout The Damour washout site lies between the Mhanna restaurant and the bridge south of Damour River. The average noise level in the Nahr el Damour Siphon/Washout is 66 dBA, with maximum reaching up to 86 dBA and minimum of 48 dBA. Noise levels are mainly associated to the river flow and passing cars and trucks. Khalde Distribution/Connection Chamber The Khalde site lies to the North of Deauville Hotel, facing a military base. The noise level measurements were taken to the north of the site because it could not be taken in front of the military base for security reasons. The average noise level in the Khalde Distribution /Connection Chamber is 64 dBA, with maximum reaching up to 88 dBA and minimum being 53dBA. Noise levels are associated to passing traffic, helicopters, airplanes and splashing sea waves. Hadath 90 Reservoir The Hadath 90 reservoir site lies about 500m NW of the Warwar barracks and approximately 200m NE of Regis Libanais building. The average noise level in the Hadath 90 Reservoir is 60 dBA, with maximum reaching up to 82 dBA and minimum being 42 dBA. Noise levels are mainly associated to passing car traffic. Hazmieh 90 Reservoir The Hazmieh 90 reservoir zone lies about 100m south of Hypermarket Bou Khalil off the Siyad roundabout. The average noise level in Hazmieh 90 Reservoir is 70 dBA, with maximum reaching up to 88 dBA and minimum being 55 dBA. Noise levels are associated to the proximity to a major highway. Discussion In any given setting, factors such as the frequency and magnitude of environmental noise may vary considerably over the course of the day. With regards to the study areas, the proposed water tunnel stretches primarily along residential areas with some construction sites or commercial activities or located near a road and some rural residential areas. As a result, noise sources are predominantly human based from passing traffic and some human activities such as aviation. The existing ambient noise levels recorded near most of the tunnel portals and outlets averaged between 60 and 65 dBA. Therefore ambient noise levels already exceed allowed noise levels as per Lebanese legislation (Decision 52/1 of 1996)  REF _Ref263613321 \h  \* MERGEFORMAT Table 52 . Therefore contractors and operators of the project must take strict noise control measures to avoid significant impacts related to elevated noise in the project area. Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 2 National Maximum allowable noise levels and permissible occupational Noise Exposure standards according to MoE Decision 52/1 of 1996. Region TypeLimit for Noise Level dB(A)Day time (7 am- 6 pm)Evening time (6 pm- 10 pm)Night Time (10 pm- 7am)Residential areas with some construction sites or commercial activities or located near a road50-6045-5540-50Urban residential areas45-5540-5035-45Industrial areas60-7055-6550-60Rural residential areas35 4530 4025 35 Geology and Soils The geological information in this section is mainly obtained from the Feasibility report by Montgomery and Watson (1994) and from Geological maps (Saida and Beirut sheets) developed by Dubertret in 1945 at a scale of 1:50,000, and Lebanon sheet developed by Dubertret in 1955 at a scale of 1:200,000. Stratigraphy The tunnel passes mainly through the upper and the middle Sannine-Maameltein Formation of Cenomanin and Turonian ages respectively. This formation is mainly composed of hard massive limestone and dolomitic limestone rocks. Exposures of this formation cover most of the study area with a total thickness of around 800 m. Only the upper part of this formation is exposed in the study area. Conformably overlying this formation is the Chekka Formation of Senonian age. It is mainly composed of thinly bedded soft marl and marly limestone rocks. It is mostly exposed in the areas surrounding Joun village. In the valleys, especially the Damour valley and in sporadic thin exposures, the above mentioned formations are covered unconformably by Quaternary deposits mainly gravel, sand and sandy clay. Those deposits are relatively thin except in Damour valley, were they are predicted to reach a thickness of around 40 m (Feasibility Report, 1994). Structure Structurally the area is located few kilometers west of the Coastal Flexure which is the possible extension of the Roum Fault (Nemer, 1999). The flexure extends from Chhim in the southern part to Baawerta and Aaramoun in the central and northern parts of the study area respectively. The Flexure has steeply dipping beds which gentles as we approach the study area. The general inclination of the beds in the study area is around 20 dipping towards the west. The tunnel passes through at least 6 secondary scale faults. They are the E-W and WNW-ESE faults. These faults have both vertical and horizontal displacements with disturbed zones of up to 50m. The disturbed zones are of highly fractured and brecciated rocks, with fine grained gauge and red clay material. Examples of these faults are the Damour River Fault, Damour Village Fault, Barja Fault, and Dalhoun Fault. The Damour crossing and Siphon cuts through the Damour Fault zone. Other tertiary scale faults and fractures are present in the study area but their nature and effect on such structure is not clear. Jointing of such hard limestone rocks is also not clear. Recent seismic activities have been reported in the area. Evidence of such activity is from Bisri earthquake in the 1956 with an epicenter located 4 km east of Joun village. The calculated magnitude was approximately 5.8 (Feasibility Report, 1994). The expected ground acceleration in the area is approximately 0.2 g (Harajli, 1994).  Figure  STYLEREF 1 \s 5 SEQ Figure \* ARABIC \s 1 2 Geological Map (Source, Duberet 1955, 1/200,000) Water Resources The Sannine-Maameltein Formation is the major coastal aquifer in the study area. It is karstic in nature with tertiary porosity meaning that groundwater is flowing mainly in fissures, fractures and conduits. There are no permanent springs issuing from this formation except close to the coastal area and mainly below sea level in the form of submarine springs (Feasibility Report, 1994). The position of the water table is closely related to the base level which is the sea level and it gently rises inland with a mean gradient of 11.5 m/km. The depth of the water table was determined from groundwater wells (Feasibility Report, 1994). It is believed that the proposed tunnel lays entirety in the vadose zone way above the water table. However, water flowing from the surface in fractures, conduits, channels, caves and fracture zones is likely to be encountered in more than one place along the tunnel with water discharging at a rate of approximately 5 L/s (Feasibility Report, 1994). Dissolution cavities of up to 3 meters wide are also likely to be encountered. It is worth noting that dissolution and karstification in fractured zones along major and minor faults is likely to be encountered during tunneling and this karstification has resulted in open and/or partially filled large cavities with red clay and clayey sand. Contaminated groundwater might also be possibly encountered during tunneling knowing that the tunnel will pass underneath residential areas. Septic tanks are one of the possible sources of such contamination. The tunnel also passes few kilometers down gradient from the Naame Landfill and possible leaks from this landfill might be encountered during tunneling works. This water quality has been addressed in  REF _Ref263611992 \r \h  \* MERGEFORMAT 3.4 in the Project Description Land Use and Landscape The land use along the areas of the Awali project varies between the hills and the coastal planes. The expansion of the coastal communities and the extension of the urban area from Beirut southwards also affect the land use along the project areas. Photographs in Appendix C have been provided to illustrate the nature of the landscape at the locations of the various project elements. The site of the Joun flow regulation structure lies at the side of a relatively steep valley. The only access road that leads to the existing tunnel adit was done during former works for the already existing power station tunnel. This road passes through terraced fields (some of which are used) and rough ground. An old spoil heap also exists in the site below the adit from the previous works. The Wadi Abou Yabes Washout site lies in an isolated hillside location. Large aggregates works with associated polluting emissions are taking place at its lower end. The proposed site for the Ouardaniye water treatment works lies in an open hillside location, gently sloping to the west. It is formed of rough, stony ground with a small Wadi along the northern side. There is no major residential activity in the site area but greenhouses are very common in and around the site. One frame for a house has been constructed at the site since this was first suggested as the site for the water treatment works. The access road to the site will follow existing roads. The Wadi discharges into Ouardaniye bay on the Mediterranean coast. This bay has a wide sandy beach, with rocky headlands to the north and south and it is popular for recreational activities, including bathing, with associated facilities being provided. The inverted Siphon at Damour will pass under a deep, narrow valley. The Damour washout site lies in a very beautiful area in the valley, just next to the river where two restaurants and a picnic space are situated. Access roads to the shafts will cross virgin wooded hillsides. The Khalde surge shaft and outlet portal sites also consist of open rocky hillside sites having a steep slope to the west. They lie adjacent to the new, high quality residential properties of some two to four stories. The pipeline route from the outlet portal starts with a regraded, existing road, and continues along the side of the new coastal highway. The Khalde flow distribution chamber will be constructed on a derelict site between the new highway and the old coastal road. Offshore, the coastal beach is used for some recreational activities. The pipelines from the Khalde flow measurement, distribution and connection chambers to the proposed Hadath and Hazmieh reservoirs will pass from the old coast road to the main Chouwaifat road uphill to the reservoirs. The first 2 Km of this path consist of a busy, dual carriage way. The remaining part of the path consists of a standard width road. This path is surrounded by residential and industrial properties along its sides for most of its length. The proposed Hadath 125 reservoir site consists of a terraced sloping valley, bordered by new apartment blocks to the north, a military barracks to the south, and a church and cemetery to the west. The proposed Hadath 90 reservoir site lies on waste ground to the west of the military barrack and to the east of a tobacco manufacturing facility (REGI). Further north the pipeline would pass through increasingly high class apartment residential blocks, generally along dual carriageways width roads. Biological Environment Field visits for 12 sites along the tunnel path were conducted on the 13th and 21st of April 2010 to conduct rapid ecological assessments  REF _Ref263613558 \h  \* MERGEFORMAT Table 53. At each site, existing plant species were recorded and documented in terms of their local and global significance. Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 3 Rapid Ecological Assessment Sites NoLocation1Joun Regulation Structure2Washout Wadi Abou Yabes3Ouardaniye WTW4Nahr Damour Siphon/Washout5Khalde Surge Shaft6Khalde Tunnel Portal7Khalde Flow measurement and sampling chamber8Pipeline Khalde Portal to Khadle Flow Distribution Chamber9Khalde Distribution / Connection Chambers10Hadath 125 Reservoir11Hadath 90 Reservoir12Hazmieh 90 Reservoir General Ecology According to a study conducted by the Ministry of Environment (MoE, 1996), the 12 inspected sites are within the Inferior Mediterranean or Thermomediterranean zones on a calcareous soil in the Carob- Mastic series (for the majority of the sites), the Quercus calliprinos Webb. series (Nahr Damour Siphon/Washout) and Pinus brutia Ten series for the Khalde Flow measurement and tunnel chamber. The trees formation in the majority of the sites (Carob- Mastic series) take the form of garigues composed mainly by Pistacia lentiscus L., Myrtus communis L., and less frequently by Ceratonia siliqua L. This series is sometimes presented by Pinus halepensis Mill. and Pinus brutia Ten. The first degradation stage of this series is composed by tall garigues dominated by Calicotome villosa (Vahl) Link and in localized areas by Rhus tripartita (Ucria) D.C. In areas that are more degraded, garigues of Poterium spinosum L. and Phlomis viscosa Poir. are present in rocky places. In Quercus calliprinos Webb. series, the tree formation is represented by Quercus calliprinos Webb. with or without Pinus brutia Ten. In both cases Ceratonia siliqua L., Pistacia lentiscus L. and Myrtus communis L. are relatively abundant. In the Pinus brutia Ten series, the conifers Pinus brutia Ten., Pinus halepensis Mill. and Cupressus sempervirens L. are the most abundant formation. Many other trees or shrubs are present. They include: Gonocytisus pterocladus Boiss., Satureia thymbra L., Lygia aucheri (Meissn.) Boiss., Anarrhinum orientale Benth., Cytisopsis dorycniifolia Jaub. et Spach. Etc. Sites Description As a part of this Environmental Assessment, rapid ecological surveys were conducted at each site, following the scoping exercise for the specific elements where surface activities are considered. The identification of the species was done according to the Nouvelle Flore du Liban et de la Syrie, Mouterde (1966, 1970, 1983). In general, the different places of construction do not affect any area of special concern, such as those designated as having national or international importance (e.g. world heritages, wetlands, biosphere reserve, wildlife refuge, or protected areas), or lead to the extinction of endangered and endemic species; However very important plant species were found in some sites. An inventory of the species found was made site per site. The inventory listed only the species pertaining to this particular ecological stage and whose habitat corresponds more or less to the local settings. Many of the identified species are ornamental, medicinal or edible in nature. It should be mentioned that this report was prepared after a visit to each site (13 or 21 of April 2010). Therefore the information presented in this section should not be considered comprehensive and exhaustive. However it provides a representative overview of the flora biodiversity in each site. Joun Regulation Structure At this site, a chamber (22m*10.5m) will be constructed. This site is small in size and located at the side of a relatively steep valley. This site is very degraded, with very common species including Calicotome villosa (Vahl) Link, Poterium spinosum L., Phlomis viscosa Poir., Nerium oleander L., Inula viscosa (L.) Aiton, Echinops viscosus DC. and Notobasis syriaca (L.) Cass. Nearby, Anchusa aegyptiaca (L.) DC. species were found. This is a relatively localized species in Lebanon. No significant impacts on biodiversity are therefore expected at this site.  Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 1 Joun Regulation Structure Site Washout Wadi Abou Yabes Wadi Abou Yabes is a hillside where a huge quarry is found. The project is therefore taking place in an already significantly degraded environment.  Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 2 Wadi Abou Yabes Washout Site Ouardaniye WTW This is the site where major construction works will take place. While the site can be generally described as typical degraded garigues, several species were found and identified, including one specimen of Rhus tripartita (Ucria) D.C. and one of Quercus calliprinos Webb, 5 species of orchids in large quantities and many species of butterflies. Given the variety of species found at this site, contractors should develop specific management plans to minimize the impacts on these species. Further recommendations are provided as part of the EMP  Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 3 Ouardaniye WTW site Some of the identified species found at this location include: Ajuga chia Schreb., Allium neapolitanum Cyr., Allium trifoliatum Cyr., Anacamptis pyramidalis (L.) L. C. Rich., Anagallis arvensis L. var. caerulea (L.) Gouan, Anagallis arvensis L. var. phoenicea Gouan, Asparagus acutifolius L., Asphodelus microcarpus Salsm. & Viv., Briza maxima L., Calicotome villosa (Vahl) Link, Campanula stellaris Boiss., Convolvus sp., Crataegus sp., Daucus carota L. subsp. maximus, Eryngium creticum Lam., Filago arvensis L., Euphorbia thamnoides Boiss., Fumana thymifolia (L.) Spach, Gladiolus segetum Ker-Gawler, Helichrysum sanguineum (L.) Kostel, Poterium spinosum L., Phlomis viscosa Poir., Inula viscosa (L.) Aiton, Lactuca tuberosa Jacq., Micromeria myrtiflolia Boiss. et Hohen, Notobasis syriaca (L.) Cass., Orchis sancta L., Orchis anatolica Boiss., Orchis coriophora L., Pallenis spinosa (L.) Cass., Phagnalon rupestre (L.) DC., Phillirea media L., Pistacia palaestina Boiss., Pistacia lentiscus L., Rhamnus punctata Boiss., Rhus tripartita (Ucria) D.C., Ricotia lunaria (L.) D.C., Serapias vomeracea (Burm.) Briquet, Smilax aspera L., Stachys arvensis (L.) L., Stachys neurocalycina Boiss., Stachys distans Benth., Tamus communis L., Teucrium divaricatum Sieb. ex Heldr. subsp. villosum (Celak.) Rech. fil, Teucrium polium L., Tragopogon longirostris Bisch. Ex Schultz Bip., Quercus calliprinos Webb and Verbascum sp. Nahr Damour Siphon/Washout  Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 4 Nahr Damour Siphon/Washout Site The Damour Valley ecosystem has a rich variety of flora. In the river crossing at the selected site, several types of vegetation cover composed mainly by Platanus orientalis L. (Oriental Plane), Alnus orientalis Decne (Oriental Alder), Acer syriacum Boiss. et Gaill. (Syrian Maple), Pistacia lentiscus L. (Mastic), Pistacia palaestina Boiss. (Wild Pistachio), Quercus sp. (Oak), Salix acmophylla Boiss. and Salix alba L. var. micans And. (Willow) were found. As seen on the maps, the inverted siphon at Damour will pass under a deep, narrow wooded valley and the construction will take place in a relatively small area of the site. During the site visit, only red highlighted areas in the figure were inspected; the owner of the restaurant did not allow any access to the green section. The red area was much degraded; cement was covering a large surface of the area and many cultivated trees and shrubs (Citrus, Eucalyptus, Melia azederach, Punica granatum, Schinus molle, Hibiscus rosa sinensis) were planted. Many parasitic (Orobanche) plants and the invasive Ailanthus altissima (Mill.) Swingle were found in this location. Even though the sanded(?) area was very much degraded (mainly because of the restaurants), other cultivated plants were found like Mirabilis jalapa L. Another interesting finding in this spot was what could be the endemic Melissa inodora Bornm (There was no flower to be positively sure). Unfortunately and as mentioned above, the green area could not be inspected. It consists of an old bridge surrounded by many types of vegetation cover. Apparently the restaurant owner is using the place under the bridge to provide some intimacy to special clients. According to the maps, this area will be protected from any construction. As mentioned earlier in this report, a small area of this site will be affected by construction. However special considerations should be taken by contractors to minimize negative impacts while providing benefits to the area. For example, indigenous trees can be planted and the alien species (cultivated trees and plants) can be removed, positively affecting the ecology and ecosystems of this area.      At a distance of the Damour Valley, the 2 Washout locations that will be connected with the Damour location were inspected. The first one (left picture 14) is a degraded land with no important impact on the environment. The second location (right picture 15) a typical dense forest was found with very rich tree vegetation. The entrance to this forest was difficult mainly because of the trees, but the following trees and shrubs were identified: Phillirea media L., Calicotome villosa (Vahl) Link, Pistacia palaestina Boiss., Rhamnus punctata Boiss., Rhamnus alaternus L., Quercus calliprinos Webb., Acer syriacum Boiss. et Gaill., Ceratonia siliqua L., Arbutus andrachne L., Pistacia lentiscus L., Myrtus communis L., Ruscus aculeatus L., Salvia fruticosa Mill., Cistus creticus L. and Cistus salviifolius L. Even though no major construction in this location is planned, the contractor should be careful in the set up phase and special care should be taken to avoid impacts to the trees  Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 5 Nahr Damour Washout Site Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 6 Nahr Damour Washout Site Khalde Flow measurement and sampling chamber (site 7) This was by far the most important ecosystem visited among the 12 selected sites. This site is on the Pinus brutia Ten series, where the conifers Pinus brutia Ten., Pinus halepensis Mill. and Cupressus sempervirens L. are the most abundant formation. This location is characterized by the richness of its flora and the aged specimens of the trees found. Contractors should prepare a management plan in a way to protect these species and minimize the number of species directly affected by the construction works, even though construction footprint at this location is relatively small.  The trees, shrubs and plants found at this site were mainly: Pinus brutia Ten., Pinus halepensis Mill., Quercus sp., Pistacia palaestina Boiss., Rhamnus punctata Boiss., Rhamnus alaternus L., Ceratonia siliqua L., Pyrus sp., Phillirea media L., Calicotome villosa (Vahl) Link, Salvia fruticosa Mill., Cistus creticus L., Cistus salviifolius L., Satureia thymbra L., Cytisopsis dorycniifolia Jaub. et Spach., Ononis hirta Desf., Serapias vomeracea (Burm.) Briquet, Centaurium erythraea Refn., Ophrys apifera Hudson., Gladiolus segetum Ker-Gawler, Stachys neurocalycina Boiss., and Stachys distans Benth. As for the remaining sites (Khalde Surge Shaft, Khalde Tunnel Portal, Pipeline Khalde Portal to Khadle Flow Distribution Chamber, Khalde Distribution / Connection Chambers, Hadath 125 Reservoir, Hadath 90 Reservoir and Hazmieh 90 Reservoir), all are highly degraded and/or with no important floral biodiversity. Most of them are located in urban areas with limited biodiversity.  Photograph  STYLEREF 1 \s 5 SEQ Photograph \* ARABIC \s 1 7 Remaining Sites Cultural Heritage A study was commissioned to determine the extent of the archeological sensitivity of the project area during the old EIA study. Particular concerns had been noted in the Khalde and Chouwaifat areas where the research and work was concentrated. It involved a review of published and unpublished archeological material, a brief physical survey of the area and interviews with local inhabitants. The following findings can be highlighted: In the Joun and Ouardaniye areas, there are no known archeological or historical interests, as would be expected in these rocky localities far from known former habitation. At the Damour River crossing, there are also no known archeological remains, and no pottery shards have been found there. The tunnel will be located downstream of the meeting of two waters, historically a tourist location. The most significant known archeological site is the Khan in Khalde area, located along the coast by the end of the runway extension for Beirut airport. Much of the khan has been destroyed by the urban development occurring in the area and the construction of the coastal highway. Three phases of occupation have been identified at this site classical (Greco Byzantine), Phoenician and Bronze Age. To the west of the pipeline, occurs an extensive necropolis area that contains numerous tombs, related houses, baths and associated facilities. To the south of the pipeline route in Khalde is a byzantine religious complex, and there are rumors of possible other former settlement in this area. There is no evidence of archeological remains along the Khalde to Chouwaifat pipeline route, and this is confirmed by local anecdotal talks. If these areas are linked, then there is the possibility that classical remains could be found along the pipeline route near the coast. However, the former housing and road construction in the area would have destroyed most such remains (if they existed), and no evidence of archeological remains was encountered in the trial pit dug in this area for the geotechnical investigation for this project. It is concluded that this specific area contains little of archeological interest. At the Hadath 125 Reservoir site, cemeteries are situated to the west, across the local road. There are no known archeological interests at the other reservoir sites or adjacent to the connecting pipeline routes. Socio Economic Environment A socio-economic survey was conducted with the local authorities in the Project area to map the demographic, social and economic baseline conditions at the level of towns and villages. This document also seeks to identify how the Projects potential impacts might affect the identified baseline conditions. In other terms, the purpose of the study of socio-economic baseline conditions is to present a basis against which potential socio-economic impacts (whether positive or negative), induced during and as a direct or indirect result of the Project activities, can be assessed. Data for this section was collected through: a desk review and consolidation of publicly available information from previous reports and the Ministry of Interior and Municipalities web portal on villages, individual face to face interviews with local, elected leaders and stakeholders to corroborate and supplement the desk review findings. The interviews were held with stakeholders in the towns and villages which will feature construction works, whether for supply, storage and/or distribution within the AwaliBeirut Water Conveyor Project, an intercept, random, researcher-administered survey with land operators, where main surface structures will be constructed and whose lands will be expropriated accordingly, in order to collect general information on their perceptions of the Project components and planned outcomes, and a site walk-over along the planned pipeline through Khaldeh, Hadath and Hazmieh. The tools used for collecting data for the field survey included questionnaire sheets with structured questions for the interviews and land operator surveys, and photo shooting for visual documentation of the visited sites. During the surveying of local leaders and residents, data was collected on: (1) the localitys demographic profile including age and gender distribution; (2) the availability of public and private educational institutions and the overall level of education; (3) land ownership and land use patterns; (4) socio-cultural practices; (5) livelihood and income-generating activities in agriculture, agro-food businesses and industries, as well as industrial and commercial activities; (6) existing physical, public infrastructures, resources and services, e.g. water supply sources and networks, power supply, telecommunications, roads, sewage and solid waste disposal practices; and (7) development needs and priorities relating to poverty, unemployment, sanitation, etc. Individual consent was sought prior to any field data collection. Furthermore, ELARD prepared and distributed a flyer (see Appendix H) that summarises the Project and informs the resident population and stakeholders of the public consultation session. The public consultation event was held on 12 May 2010. The issues raised in the public consultation are detailed in Appendix I. It should be noted that due to the lack of formal, comprehensive and consistent data collection and record keeping processes on part of the interviewees, any figures contained within this socio-economic baseline section should be regarded as estimates. Areas relevant to the socio-economic assessment The geographical scope of this assessment includes the areas that are directly affected by this Project through the sub-surface and surface structures that will be constructed underneath or in the villages. A standard survey instrument was developed to collect information of relevance to the socio-economic assessment at the community level, especially with regard to livelihoods and standards of living The study area is classified into two levels of concern: The primary level which includes those villages and towns in which main surface structures are constructed. These are summarized in  REF _Ref261306185 \h  \* MERGEFORMAT Table 54 Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 4 Villages, towns and surface structures Village/townSurface structure planned in the village/townJounRegulating structureWadi Abou YabesWashoutOuardaniyeTreatment worksDamour areaTwo ventilation shafts and inverted SiphonNaamehReservoirKhaldehFlow measurement and sampling chamberSurge shaftOutlet distribution chamberChoueifatReservoirAramoun El-GharbN/ABsousN/AKfarchimaReservoirHadathTwo reservoirsWashoutWadi ChahrourReservoirBaabda (incl. Baabda, El Fayyadiyeh, El Yarzeh, El Louaizeh)ReservoirHazmiyehOne reservoirAl ChiahN/ABourj El BarajnehN/AHaret HreikN/A The secondary level includes those villages and towns that are crossed by the tunnel. These villages are listed in  REF _Ref268392547 \h Table 55. Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 5 Villages and towns crossed by the tunnel  Description of the demographic structure The Projects phases fall entirely within the Mount Lebanon Governorate and across three Districts (Caza) Chouf, Aley and Baabda. The project extends from the village of Joun where water is abstracted and delivered to three reservoirs located in the urban settlements of Hadath and Hazmieh. An extensive distribution network is planned to be constructed in the GBA to deliver the reservoirs water to the heavily-urbanised Beirut suburbs. Smaller reservoirs are planned to be constructed as part of the main distribution network. These reservoirs will be located in Naameh, Aramoun El-Gharb, Choueifat, Bsous, Kfarchima, Bourj El Barajneh, Al Chiah, Haret Hreik, Hazmiyeh, Baabda and Wadai Chahrour. The areas crossed by the project are either rural or heavily urbanised. There are no accurate quantitative data on the demographic and socio-economic structures in the villages and towns where structures are due to be erected. However, a general profile of the whole Mount Lebanon governorate is summarized in  REF _Ref261311486 \h \* MERGEFORMAT Table 56 to give the reader a general idea about the profile of the area. Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 6 Demographic and socio-economic characteristics of communities in Mount Lebanon Governorate of Mount LebanonPercentage distribution of the population by gender (2004)Male50.7Female49.3Fertility rate2 childrenIlliteracy rateMale4.5%Female1.48%Total7.51%Education enrollment rate by age5-998.110-1496.515-1976.920-2439.025-296.7Percentage distribution of actual labour force (e"15 years) by economic sectorAgriculture1.8Industry16.3Construction5.1Trade23.2Transportation, post & telecommunications7.3Services43.3Insurance; Monetary and financial intermediation2.9Long-term unemployment as % of actual labour force2.8%Womens health care during pregnancy (in 2000)98.4%General findings on development needs Interviews with the local authority representatives on the general socio-economic and livelihood conditions revealed the extent of weakness in the infrastructure that provides water services to residents in parts of the Chouf, Aaley and Baabda districts. On the overall, the sources of water for drinking, service and irrigation purposes were varied, managed by different parties and did not meet the consumption needs of residents. There is a proliferation of private wells and municipality-owned wells that are used to supplement the intermittent water supply from water authorities. The depths of these wells reach 400 m in some areas. Water distribution networks are in a poor condition. Some municipalities have initiated repairs and installed new networks, but those remain the exception. Wastewater networks are present in the area; however the coverage is not universal. A small percentage (~30%) of households is not connected and continues to dispose of sewage in uncontrolled septic tanks. With the exception of the agricultural areas of Iqlim El Kharroub in the Chouf district and in the coastal agricultural plains of the Damour and Naameh, agriculture in the study area is on the wane. Water for agriculture is sourced from springs and private wells, as well as from the Damour River. It is well-documented however that the coastal aquifers are witnessing increasing salinity. Another, equally if not more important, pressure on agriculture is the urban expansion and a boom in construction in the hills overlooking Beirut from the south and the flat areas in the southern suburbs leading to fewer agricultural lands and non-built areas. A rise in the standard of living and increasing population density place higher demands on the public infrastructure and utility provision. Water shortages in these areas are commonplace, and the population continues to adapt by tapping private sources, e.g. private wells. On the other hand, and due to the block pricing system of water, households continue to pay for a largely unmet service, whereby a subscriber annually pays for a 1m3/day provision, however water flows only 2-3 days/week on average. These general findings were concluded upon an investigation of the livelihoods and public infrastructure in the villages and towns where the Awali-Beirut Water Conveyor will cross and/or deliver water through small reservoirs. Although the project was first intended to deliver the Awali water to the southern suburbs directly adjacent to Beirut, its planners have recognised that water shortages in the coastal villages of Iqlim El Kharroub necessitate allowing for the abstraction of water from the tunnel to supply those villages. Within the Projects second phase, small reservoirs are planned to be built to provide a direct supply to the villages and their neighbouring localities. However, the weakness of distribution infrastructure and lack of fully-functional sanitation services may delay or dampen the anticipated benefits of augmented supplies. Findings by village The surveys and meetings conducted in the Project study area serve to provide a general overview of the socio-economic situation in the localities which will host the Projects infrastructure. The survey instrument used to hold structured interviews with local leaders and authority representatives is included in Appendix G. The demographic and socio-economic characteristics and features of the primary level villages with planned surface infrastructure are portrayed below.  REF _Ref261340406 \h \* MERGEFORMAT Table 57 shows a general description of the villages, including information on the educational infrastructure, socio-cultural attributes and water and wastewater services. Joun Joun village lies within the district of Al-Chouf at 350-400m above sea level and over an area of 12 km2. It boasts a culturally and religiously diverse community, a high literacy rate among its population and a functioning local authority. General information on Joun can be found in  REF _Ref261340406 \h \* MERGEFORMAT Table 57. Specific information on the area where the regulating structure will be erected is listed in  REF _Ref262480369 \h \* MERGEFORMAT Table 58. The regulating structure is planned to be sited close to the Monastery Saint Saviour, which also operates an adjoining high school, and close to the Damco Company, a producer of concrete building blocks. A staff member of the Damco Co reported that the manufacturer abstracts water from a nearby spring and uses septic tanks for sewage disposal. In the Projects EIA, completed in 1998, the Ministry of Environment raised questions on the impact of water abstraction on the operation of the Joun hydroelectric power plant and the resultant changes in the delivery of irrigation water to Jouns agricultural areas (see Appendix B). This concern was also raised at the public participation meeting on May 12, 2010. A water flow of 3m3/s (out of an average flow of 25m3/s) upstream the Joun hydroelectric power plant and into the planned tunnel is to be conveyed to Beirut. The diverted amount will not reduce the power generation at the plant because this amount of water is a surplus, owing to the fact that initial plans at the time of the plants design and construction had accounted for this future diversion. A walk-over survey of the lands and structures downstream of the Joun hydroelectric power plant was conducted and interviews with river bank restaurant owners were held. The Rivers water downstream is used to irrigate the agricultural lands adjacent to the river. The restaurants operators did not foresee any impacts on their industry from reduced water flow in the River, given that the height of water in the river could reach 3 or 4 m. The land ownership in the area is yet to be identified through a land survey to be carried out at a future date. Wadi Abou Yabes The washout structure at Wadi Abou Yabes is located on the outskirts of the towns of Jamailiyeh and Sabouniyeh. The nearest activity taking place is a stone quarry site and its associated building blocks factory. The quarry site and plant obtain their water through a private well, drilled at a depth of 65 m, to supply 30-45 m3 of water daily. The future location of the washout structure in Wadi Abou Yabes and the nearby quarry site are shown in Appendix B and detailed in  REF _Ref262480369 \h \* MERGEFORMAT Table 58. Information on the village of Jamailiyeh appears in  REF _Ref261340406 \h \* MERGEFORMAT Table 57. Ouardaniye Ouardaniye falls within Iqlim Al-Kharoub of Al-Chouf District. The structures for the Ouardaniye Water Treatment Works will be located on the outskirts of the towns of Ouardaniye and Sibline, in the vicinity of agricultural plots within the jurisdiction of Ouardaniye and overlooking the Sibline cement factory (see Appendix B). All of the land lots directly affected by the project are privately owned except for one plot (No. 561-560) which is publicly owned by the State. The number of residents in Ouardaniye is about 4,000 living in small cement buildings of 1-3 floors. The employment rate is high. Agriculture activities mainly take place in greenhouses where tomato is the main crop, accounting for nearly 5-6% of the regions income. No common diseases were recorded in the village. General information on the Ouardaniye and Sibline villages are presented in  REF _Ref261340406 \h \* MERGEFORMAT Table 57. Regarding the infrastructure, all roads are paved and electricity is available through the national grid. The town of Ouardaniye is not served by a sewage network and disposes of its wastewater in septic tanks. Contrary to the situation that prevailed in 1998 and which was highlighted in the previous EIA, whereby an adequate water distribution network was missing, today two water wells found at a depth of 452 m and 369 m respectively are used as the main water supply sources. The municipality distributes 1000 m3 of water per day via a network according to a specific schedule. In addition to this official water network, up to 150 private wells used for private consumption are drilled in the village. The municipality has a pending request, submitted in 2005, for the designation of a protected area within the jurisdiction of Ouardaniye. Al-Damour Al-Damour is a large town of 30,000 registered inhabitants, but only one-third of the towns citizens are residents, while only 1,000 households are occupied around the year, due to the displacement of residents during the civil war and high emigration rate to urban centers. The town area extends from the Damour agricultural plains on the coast up to the mountains and deep valleys through which the Damour River runs. A fifth of the towns lands are agricultural with a total of 100 ha of cultivated areas mostly bananas and vegetables, which are irrigated from the River and municipality-owned wells. The towns drinking and service water is derived from municipality-owned and managed wells, as well as from private wells. A ventilation shaft is planned to be constructed to the south of the Damour River, in an uninhabited area (see Appendix C). The mountains and valleys of Damour are touristic areas, with restaurants and cafs scattered on the river banks. Further north to the ventilation shaft, a washout will be constructed close to some of the restaurants. The owner of one of the restaurants reported the lack of water and wastewater networks and the presence of four lined septic tanks at a 3m depth in the restaurants premises. Most of the lands are privately owned. General information on Al-Damour is presented in  REF _Ref261340406 \h \* MERGEFORMAT Table 57. Mechref Mechref village is located north of Al-Damour and the Damour River and lies within the district of Al-Chouf. It is regarded as a resort town with holiday homes. The main surface structure to lie within the village boundaries will be a ventilation shaft south of the village and far from currently inhabited areas (See Appendix C). Sub-surface structures will be passing right underneath the village. Land use, land ownership and water infrastructure are issues that are yet to be examined in the Mechref village. Naameh Naameh lies within the district of Al-Chouf at an altitude of 100m above sea level. The majority of lands (98%) are privately owned and the rest are owned by the municipality. The village is witnessing a construction boom whereby 150-200 building permits were handed out in the last three years. Currently there are 26,000 residents in Naameh. Agriculture is practiced on 30% of the land in Naameh. The major agricultural crops grown are vegetables, bananas and strawberries. Irrigation water is supplied from the Damour River and from private wells. Most crops are irrigated using the drip technique; meanwhile bananas are surface-irrigated. Drinking and service water are supplied through Ain El Delbeh water authority, the Mechref wells operated by the Beirut and Mount Lebanon Water and Wastewater Establishment, private wells and a municipality well. Despite the variety of sources, the village reports a shortage in water. The majority of households (80%) receive their water through a distribution network, which is however in a poor state. The majority of households (70%) are connected to the sewage network. Khaldeh Khaldeh, which is considered as a residential and touristic area, falls under the jurisdiction of the municipality of Choueifat in the Aley District. It is a coastal area that is rapidly urbanizing with 15,000-20,000 residents living in cement buildings of 1-4 floors. All the land lots which are directly affected by the project are privately owned and the village is well-serviced with paved roads. A water distribution network runs through Khaldeh and is supplied from the Mechref village. According to the head of the Choueifat municipality, the water pipes have all been repaired this year. Also, several privately drilled wells exist in the village with a depth ranging from 30-60 m but water is slightly salty. Furthermore a sewer network is present and is connected to the collector in Khaldeh. No common diseases were recorded in the area. Khaldeh will be the site of several surface structures: a measurement and sampling chamber, a surge shaft and a distribution chamber. The first two structures will be located near residences, and the land ownership has to be determined. The distribution chamber will be located in a vacant land plot near the highway (see Appendix C). The head of the Choueifat municipality strongly opposed the Project for the following reasons: As mentioned above, the water pipes have all been repaired this year and the costs incurred were high. The municipality will not accept any errors that could damage the newly installed pipes. The land is rocky and it would be too difficult to pass pipelines or tunnels through it. The idea of getting water from South Lebanon is not favourable and it would be preferable to get if from Al-Kaleb River or to drill wells. He also proposed to establish desalination stations or to even recycle water. The old Saida road suffered from the density of ground-based extensions of different types and will not tolerate any more pipelines. Choueifat Choueifat is a large urban town of 200,000 residents, spreading over 18 sq. km. It is also witnessing a boom in construction, where an average of six building permits are authorised every month (over 200 permits in the last three years). Irrigation water for the little remaining agricultural lands is supplied from springs and private wells. Water in the town is supplied through a municipality well and five public wells operated by the Ain el Delbeh water authority, whose depths range from 30 to 200 m. Aramoun El-Gharb Aramoun lies in the district of Aley at 450m altitude. It is a predominantly residential village with 4,000 household units and 16,000 permanent residents. The village has rapidly grown in the past decade. In the last three years, 120 building permits were approved. The water supplied to the village is sourced from springs and a municipality well located at a 400m depth, in addition to a small amount from the Barouk water authority. The village faces shortages in water, whereby water is supplied for 12 hours per week. The existing water distribution network is in a poor state and does not reach all households. The majority of households are connected to a sewage network, which however is in a state of disrepair. Bsous Bsous is a rural village in the district of Aley situated at an altitude of 450m above sea level. One-third of the land is used for agricultural purposes, another third is forested land and the remaining areas are built-up. The small village of 2.5 sq. km counts 600 household units, 3,000 permanent residents and 5,500 residents during the summer months. Agricultural areas mostly consist of olive and almond orchards which are irrigated from harvested rain water through drip and surface irrigation. Drinking and service water are supplied through a public well that is operated and managed by the water authority, and distributed through a well-maintained distribution network on a daily basis. The village is serviced a wastewater collection network covering 75% of the households. The remaining households retain septic tanks for sewage disposal. Kfarchima Kfarchima is a semi-urban locality located in the district of Baabda between 100 and 250 m above sea level and covering a land surface of 5 sq. km. Half of the land consists of built-up areas, and the rest are divided equally among agricultural areas and natural areas consisting mostly of forests. The resident population is estimated at around 20,000 occupying 2,000 household units. The municipality of Kfarchima reports approving only 30 building permits in the past three years. The agricultural lands in Kfarchima are used for growing vegetables and as olive orchards, and are irrigated from the local spring through drip and surface irrigation techniques. The Ain El Delbeh Water Authority operates two wells in Kfarchima and the water is conveyed to the residents by gravity and pumping through an aging distribution network that has been recently replaced by a newer one, which however has not yet been put in service. The village is served by an old wastewater collection network that is in a poor state. Hadath Hadath is a large urban centre lying in the Baabda District between 50 and 300 m above sea level and covering an area of 5.5 sq. km. It counted 150,000 residents in 2002. Its low-lying areas are considered an extension of the southern suburbs of Beirut. The area has witnessed a very rapid growth in newly built areas and a concentration of new businesses. It is primarily a residential and commercial town with some light industrial activity. It is home to many public service institutions, is well-developed and well-serviced through road networks. General information on the town of Hadath appears in  REF _Ref261340406 \h \* MERGEFORMAT Table 57. The town of Hadath is served through a municipality-owned and managed water distribution network. The town receives its water supply from the Ain El-Delbeh Water Authority. It is also served by a wastewater network. Hadath will be the home of two reservoirs (see Appendix C). Both reservoirs lie in sparsely populated areas; however, there are residences that are very close to the planned site of the new structures. Baabda Baabda is the Baabdas District centre town. It has a permanent resident population of 40,000 and 7,000 household units. The neighbourhoods of Fayyadiyeh, Louaizeh and Yarzeh fall under the authority of the Baabda municipality. These areas are highly sought by property developers due to their proximity to Beirut and their relatively secluded location. The Baabda municipality handed out 300 building permits in the last three years. Water is supplied from the Ain El Delbeh Water Authority as well as from a well in Yarzeh that is operated by the Baabda municipality and is 350m deep. All households were reported to be connected to the sources through a distribution network of average quality. The majority of households are connected to the wastewater network. Hazmieh Hazmieh is a large urban area next to Hadath lying between 50 and 150 m above sea level over 3.05 sq. km. It has a resident population of 40,000 occupying 8,000 household units. Similar to Hadath, it is a rapidly urbanizing area that is home to several public service institutions such as the Ministry of Public Works. It counts 6,500 residents and has a strong presence of bank branches (over 10 bank branches). Its drinking and service water are supplied from the Spring of Daichouniyeh through the Ain El-Delbeh Water Authority and distributed through a public network to all residents at a rate of 2-3 days per week. The local authority representative, who was interviewed, reported quality problems and shortages in the summer season. Hazmieh is served by a wastewater network. General information on the town of Hazmieh is shown in  REF _Ref261340406 \h \* MERGEFORMAT Table 57. A reservoir is planned to be built in Hazmieh in a vacant land plot (Appendix C). The land ownership and designated land use have yet to be determined. Chiah Chiah is an urban locality with a high population density. Water is supplied to the estimated 7,000 household units from the Ain El Delbeh Water Authority sources. Residents do not consider the water of drinking quality and prefer to buy bottled water for drinking purposes. All households are connected to the distribution network which is reported to be in an average condition. All households are also connected to the wastewater collection network. Bourj El Barajneh Bourj El Barajneh is a densely populated suburb right outside the city of Beirut. A total resident population of 250,000 inhabitants dwell in 35,000 units built over 5 sq. km. Built areas take up 90% of all the land area. Nevertheless, the municipality handed out 55 new building permits in the last three years. Sparse agricultural lands can still be found with vegetables grown. Water is provided through the Ain El Delbeh Water Authority sources, private wells and through private haulers to households, especially for drinking water. A well-maintaind distribution network connects the public water sources to all residents. The area is also served by a well-maintained sewage collection network. Haret Hreik Haret Hreik is another heavily urbanised, densely populated suburb to the south of the city of Beirut covering less than 2 sq. km. Yet, it counts 25,000 household units occupied by more than 100,000 residents. It is served by the Ain El Delbeh Water Authority and receives its water from the Spring of Daichouniyeh and private wells. A distribution network is present; however it is in a poor state and covers only 10% of households. Wastewater and storm water networks are present and provide coverage to all households and roads. Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 7 General features of surveyed towns and villages Village/ TownGeneral DescriptionLivelihood activitiesEducation, Culture, Community & Public InfrastructureWater & Wastewater ServicesOther informationJounPopulation: 7500-8000 Altitude: 350-400 m Surface area: 12 km2 Land ownership: 20-30% publicly owned, and the remaining is privately owned Land use: 80% is designated for agricultural useAgriculture: Olive groves; Citrus orchards; Vegetables and Flowers in greenhouses; the majority of designated agricultural lands remain uncultivated due to the lack of irrigation water Industry: Agro-food (Olive oil; Orange Blossom water; Rose water; Carob molasses); Manufacture of Nylon, Tyres and concrete building blocks Commerce: Small shops and garagesHigh literacy rate (95%) Two public & two private schools Public Library Afforestation campaigns Sports facilities Monastery of Saint Saviour Archaeological features Old stone houses One dispensary & resident doctorsDrinking, service and irrigation water is supplied by the Barouk Water Authority and distributed through a public network A public, municipal well supplements the supply in addition to many private wells in privately-owned lands Small hillside reservoirs for rain water harvesting No sewage network; septic tanks are usedA land survey is underway 60-70 building permits were handed out in the last three years 60% of the population are seasonal residentsJamailiyehLand ownership: the majority is privately owned Land use: Residential and commercial, no agricultural or industry-designated landsAgriculture: Very little agricultural activities take place Industry: Quarry site and associated building blocks factory Commerce: Small shops and garagesNo public or private schoolsDrinking, service and irrigation water is supplied through the Barouk Water Authority and distributed through a public network No private wells were reported No sewage network; septic tanks are usedA land survey has been carried outOuardaniyePopulation: 4000 Altitude: 350 mAgriculture: Vegetable production in greenhouses Industry: A grain mill and building blocks factories Commerce: Restaurant/CafOne public & one private school One dispensaryWater is supplied through public wells, at depths of 452m and 369m, managed by the municipality, which also manages a distribution network Up to 150 private wells are drilled in the village No sewage network; septic tanks are usedSiblinePopulation: 1200 Altitude: 350 m Land ownership: The majority of lands are privately ownedAgriculture: Very little agricultural activities, mostly vegetable production, take place Industry: Sibline Cement Factory; Shoe factory; Chocolate factory; Granite factory; Tarmac factory Commerce: Swimming Club; Small shops and garagesOne public, one private & one UNRWA-operated vocational school One public hospital, one dispensary & many resident doctors Archaeological features Electricity & phone infrastructureThe Spring of Sibline Water is supplied through public wells, at depths of 350m and 260 m, managed by the municipality, which also manages a reservoir and a distribution network Private wells are also used The Barouk Water Authority has not supplied water to Sibline since the 1970s A municipality-owned & managed sewage network covers 85% of households; the rest use septic tanks70-80 building permits were handed out in the last three yearsAl-DamourPopulation: 30,000 Resident population: 10,000 (due to displacement & emigration) Land ownership: The majority of lands are privately owned Land use: 20% are in agricultural useAgriculture: 100 ha of banana plantations and vegetable production Commerce: Restaurants/Cafs; Small shops and garagesTwo public & three private schools Archaeological features One dispensary & resident doctorsThe Damour River waters are used for irrigation Drinking and service water are supplied through municipal public wells and private wells A sewage network is present but is not operational; septic tanks are usedA land survey has been carried out Around 30 building permits were handed out in the last three yearsNaamehResident Population: 26,000Agriculture is practiced on 30% of the land in Naameh. The major agricultural crops grown are vegetables, bananas and strawberries. Irrigation water is supplied from the Damour River and from private wells. Most crops are irrigated using the drip technique; meanwhile bananas are surface-irrigated. Drinking and service water are supplied through Ain El Delbeh water authority, the Mechref wells operated by the Water and Mount Lebanon Water Establishment, private wells and a municipality well. Despite the variety of sources, the village reports a shortage in water. The majority of households (80%) receive their water through a distribution network, which is however in a poor state. The majority of households (70%) are connected to the sewage network. The village is witnessing a construction boom whereby 150-200 building permits were handed out in the last three years.Choueifat Resident population: 200,000 Little remaining agricultural landsWater in the town is supplied through a municipality well and five public wells operated by the Ain el Delbeh water authority, whose depths range from 30 to 200 m. witnessing a boom in construction, where an average of six building permits are authorized every month (over 200 permits in the last three years).Aramoun El Gharb16,000 permanent residentsLittle remaining agricultural landsThe water supplied to the village is sourced from springs and a municipality well located at a 400m depth, in addition to a small amount from the Barouk water authority. The village faces shortages in water, whereby water is supplied for 12 hours per week. The existing water distribution network is in a poor state and does not reach all households. The majority of households are connected to a sewage network, which however is in a state of disrepair. Bsous600 household units, 3,000 permanent residents and 5,500 residents during the summer months. One-third of the land is used for agricultural purposes Agricultural areas mostly consist of olive and almond orchards which are irrigated from harvested rain water through drip and surface irrigation. Drinking and service water are supplied through a public well that is operated and managed by the water authority, and distributed through a well-maintained distribution network on a daily basis. The village is serviced a wastewater collection network covering 75% of the households. The remaining households retain septic tanks for sewage disposal Kfarchima The resident population is estimated at around 20,000 occupying 2,000 household units Agricultural lands in Kfarchima are used for growing vegetables and as olive orchards, and are irrigated from the local spring through drip and surface irrigation techniques.The Ain El Delbeh Water Authority operates two wells in Kfarchima and the water is conveyed to the residents by gravity and pumping through an aging distribution network that has been recently replaced by a newer one, which however has not yet been put in service. The village is served by an old wastewater collection network that is in a poor state.  The municipality of Kfarchima reports approving only 30 building permits in the past three years.HadathPopulation: 150,000Industry: Light industries Elevators, towels, tiles Commerce: Banks & shopsMany public service institutions Four public, 10 private & two vocational schools; three universities, including the largest Lebanese University campus Two hospitals, three dispensarys and many resident doctorsWater is supplied through the Ain El-Delbeh water authority and distributed through a municipally-owned and managed network A sewage network is present and operationalHazmiehPopulation: 6,500Commerce: Over 10 banks and numerous officesMany public service institutions One public & six private schools; three universities Two hospitals, one dispensary and many resident doctorsWater is supplied through the Ain El-Delbeh water authority from the Daichouniyeh Spring and distributed through a network A sewage network is present and operationalBourj El BarajnehPopulation: 250,000 Surface area: 5km2 Altitude: 0-30 m Land ownership: All lands are privately owned Land use: 90% are built-up areasServices: Commerce; traders; small shops; petrol stationsMany public service institutions Six public and numerous private schools Two private hospitals, many resident doctors, health centres, pharmacies and dentists Table  STYLEREF 1 \s 5 SEQ Table \* ARABIC \s 1 8 Main establishments in the study area No.Village/TownStructureGeographic system WGS1984Main observed establishmentsReferenceLatitudeLongitude JounRegulating Structure3334'49.27"N3526'18.95"EDAMCO Company - building blocks company - located near a Greek Catholic monastery known as Deir El-Mokhalless (Monastery Saint Saviour)Figure C1Wadi Abou YabesWashout3335'46.50"N3525'44.77"EQuarry and Building blocks factoryFigure C2OuardaniyeWater Treatment Works3337'1.31"N3525'3.83"ESibline Cement FactoryFigure C3DamourWashout3342'4.20"N3528'15.54"ESeveral restaurants were recorded: Aoun Restaurant Mohanna Restaurant Safa RestaurantFigure C5HadathReservoir (at an altitude of 90m)3349'45.00"N3531'49.29"EREGIE Libanaise des Tabacs et TombacsFigure C11HadathReservoir (at an altitude of 125m)3349'46.07"N3531'55.66"ESaint George Hills Residential Project Saydet Al Najat SchoolFigure C10HazmiehReservoir (at an altitude of 90m)3351'0.20"N3532'11.14"EThe area around the reservoir is considered as a residential area which includes several stores such as Supermarket Abou KhalilFigure C12AramounN/A3345'46.28"N3529'16.99"EAl Saed residential project; it is under construction and extends over a surface of about 33 000 m2. It will include 15% of public spaces as well as roads, parking and gardens. Drinking water needs are supplied from both a private water well running at a depth of 250 m and the regular water network New DohaN/A3345'32.52"N3529'22.12"ESky Tower Residential ProjectBaawerteN/A3344'6.12"N3529'4.17"EHomes in Baawerte villageMechrefN/A3343'0.22"N3528'33.55"ECarmel Saint Joseph school; its worth noting that officials from this school have expressed their resentment against the project and clearly stated that they will object passing the pipelines beneath the school.N/A3342'48.81"N3528'59.64"EHariri Canadian University (HCU)N/A3340'27.18"N3527'47.46"EBeirut Arab University (BAU)NaamehN/A3345'1.75"N3529'30.20"ENaameh landfill Public Consultation Introduction Requirement for consultation with stakeholders, and particularly with local communities, was one of the main reasons for conducting the update of the EIA study. Public consultation is in line with requirements of the Lebanese legislation (Environmental Protection Law No. 444/ 2002), the Lebanese EIA draft decree and the IFC consultation and disclosure requirements (Guidance Note F). This section sheds light on previous consultations as well as recent ones conducted as part of the updated ESIA study. Review of Previous Consultations In the course of earlier studies, Montgomery Watson had consulted key Government Ministries, interested parties, experts of the local scientific community regional and local authorities and NGOs. A seminar (workshop) was held on 15th of July 1997. This covered key project elements and route, the methodology of Environmental Assessment and the main environmental impacts and benefits identified. A record of all meetings and consultations held by Montgomery Watson are given in Appendix I. Recent Consultations Lack of consultation with the directly affected local communities in the earlier EIA report posed a necessity to target these in the updated study in aim to ensure that adequate and timely information is provided to them and other stakeholders, and that they are given the chance to voice their opinions and concerns. ELARD team has coordinated closely with the Ministry of Environment to ensure to the extent possible that the public consultation process is in line with MoEs requirements. Based on an agreed plan with MoEs representatives, ELARD team has consulted potentially affected local people and concerned Municipalities during the socio-economic survey. Interviews and questionnaires are attached to Appendix G. This activity involved conducting interviews and surveys through questionnaires with the communities and head of municipalities. Project leaflets, prepared in Arabic, were distributed during the survey (Appendix H). These aimed at introducing the project while serving as an invitation to participate in a public consultation meeting. Public Participation Meeting As part of the scoping phase, a public participation event was held in the Lebanese University in Hadath at the Institute of Fine Arts on the 12th of May 2010. Invitations were sent out to concerned Ministries and Municipalities through official facsimile letters from the CDR. Local communities have on the other hand received oral invitations during social interviews as well as written ones via the distributed leaflets as mentioned above. A list of the attendees is given in the attached minutes of meeting in Appendix I. ELARD consultants presented the project details, potential impacts and mitigation measures in a 45-minute presentation (Appendix I), and opened the floor for one hour of open discussions with the attendees. Various environmental impacts were discussed during the open session and some concerns rose up by the attendees. These are documented in the attached minutes of meeting (Appendix I). The two main serious concerns raised by the public are summarized in  REF _Ref263616911 \h  \* MERGEFORMAT Table 61 with a explanation of how the concern is addressed by the project proponents. Table  STYLEREF 1 \s 6 SEQ Table \* ARABIC \s 1 1 The main raised concerns ConcernDescriptionAction/AnswerRetrieval of 3m3/s of water Concerns were raised regarding the type and magnitude of impact that could potentially affect the natural flow of water in the Awali River section downstream the Joun HEP after retrieval of the required amount of water for the Conveyor ProjectThere will be no direct effect on the natural flow. This point is well addressed in Section 7.6 Structural impact from TBM activityConcerns on adverse impacts on the structural stability of the St. Joseph Carmel School were expressed by the chairperson since the tunnel is passing beneath the school. CDR to provide adequate geotechnical reports proving that there will be no direct impacts resulting from the tunnel boring activity. A second Public Consultation covering both components of the project was held for the purpose of disclosing the results of the ESIA study on 27 July 2010 and has targeted the same audience including all related stakeholders as for the first consultation. Minutes of Meeting of the above meeting are attached to Appendix I. The questions raised by the audience are given in  REF _Ref268508600 \h  \* MERGEFORMAT Table 62below. Table  STYLEREF 1 \s 6 SEQ Table \* ARABIC \s 1 2 Questions Raised during Second Public Participation Question/CommentsAddressed byAnswerAnswered byThis project was addressed in the 70s and faced many obstacles especially political ones, one of the obstacles is the fact that this project is taking the water to Beirut without feeding the areas where the tunnel will pass. Eng. Nashaat Hamieh - Barja MunicipalityThe tunnel has openings all along to allow future connections to water networks and supply the areas along the tunnel. Ismail Makke (CDR)If the 3m3/s was allocated in the 70s, is this amount considering the increase in water need from then till now? And is this amount enough to feed Beirut and the areas around the tunnel? The 3 m3/s can meet Beiruts needs, as for the needs of the areas surrounding the tunnel the Awali project if one part of the water project in Lebanon, the Bisri dam will shortly follow the Awali project and both projects will meet the requirements of Beirut and the other areas. The time difference between the 2 projects is one year so we might face a shortage problem for one year only.Ismail Makke (CDR)Is the Tunnel designed for 3m3/s? Eng. Pierre Abi Rashed P.A.R Consultants/Baabda MunicipalityThe tunnel is designed for 9 m3/s. Ismail Makke (CDR)When will the Awali and The Bisri project start? Ministry of EnvironmentThe implementation of the Awali Project will start in April May 2011. Bisri Dam will follow shortly Ismail Makke (CDR)Is Any Part of the tunnel passing on public roads? Hassan Khawandi Ministry of public works and transportationThe Tunnel will be underground (under private lands) whereas the twin pipelines will pass under roads Ismail Makke (CDR)The tunnel of Nahr Ibrahim took 8 years of work although it needed 4 years, what is the expected delay time for this project? Mme Khoury Carmel St Joseph School-MechrefThe problem of Nahr Ibrahim Tunnel was the method of drilling because the drilling was in different types of rocks. For the Awali project the drilling will take place in one type of rocks using TBM (Tunnel Boring Machine). Minor problem that may occur because of underground unexpected issues are the only things that might delay the project, but hopefully it will end within its targeted timeIsmail Makke (CDR)If we go back to the tunnel profile at what depth from the surface the tunnel will take place and by how much sand it will be overlain? Pierre Abi Rashed P.A.R Consultant/Baabda MunicipalityThe tunnel will be drilled in rocky lands at a depth ranging from 20 to 190 m. the lowest depth will be in the valleys of Wadi abu yabes and Damour River where there will be some gravel/sand. Rashad Ghanem (ELARD)We are hearing a lot these days that the Qaraoun Lake is polluted and part of the water coming to the Awali tunnel will be from Qaraoun, so would this water be drinkable? Elie Farhat - Kfarshima MunicipalityIf we suppose that nothing is being done to treat the water of the Litani river and it all arrived to the Qaraoun Lake untreated, the water that will be taken from the lake for the Awali tunnel will be mixed with water from Ain El Zarka, the water passing under the Jizzine Tunnel and the water of Bisri lake, so if the water started with a 100% pollution it will reach the tunnel with 10% pollution, and then the water will be treated in the Ouardaniye WTW, thus the water will be clear and drinkable. Furthermore, there is an ongoing plan to treat the water of the Litani River, this plan is implemented by a set of Water Treatment Plants that was built or is being built in Baalbak, Timnine, Zahle, Job Jinnine, Saghbine and Qaraoun, some of these started working and others will start soon.Ismail Makke (CDR)Who will follow up on the project while it is being executed and afterwards? The problem is that the studies are always very good but no one follows up afterwards. What about the other areas outside Beirut? What about the Naame Landfill? And what is the effect of the tunnel on the lands that it is passing under?Mme Khoury Carmel St Joseph School-Mechref The status of the Naame Landfill is a part of the national plan for solid waste. As for the Awali project, the ministry of environment had some strict rules regarding the sludge and mud that will be produced from the works, so these will be sent to the Naame landfill as it is the only place available. There is no effect on the lands that the tunnel is passing under, because the tunnel is really deep. As a proof all countries have subways that are much shallower and do not affect the lands, so a tunnel that deep should not have any effect. Another proof is that tunnels were dug long time ago for the litany project and nothing went wrong till now. Ismail Makke (CDR) - Mr. Nasser Nasrallah (president of Friends of Ibrahim Abd El Al Organization) The Awali and Bisri projects are related. The fact that the Awali project took into consideration that more water will be conducted through it is a guarantee that the Bisri dam will be executed. Both projects are crucial to provide water to Beirut and the surrounding areas through openings along the tunnel for future connections. Kanan Lake is also a good source to feed the areas of Iqlim el Kharoub and this project will be raised later on. As for the Qaraoun Lake, a plan was set to treat and prevent its pollution. The following water treatment plants are part of this plan: Qaraoun station started working Saghbine and Jibb Jinnine stations will start working this year, and Jib Jinninne covers the areas from Aammiq to Ain el Zibde. Areas from Ghazze to North Baaloul and Areas along Rashaya will be also connected to the treatment plant. Kob Elias, El Marj, Houch el harime, Bar Elias. Anjar and Majdel Anjar will be also connected to el Marj Station. Zahle and its surroundins will have a treatment plant as well as Bednayel, Shmistar and Riyyak. We can also note that during the summer, Qaraoun lake is not polluted because farmers build small sand dams along the Litany River to divert its water for irrigation purposes, so the polluted water of the litany will not reach the lake, leaving it clear and unpolluted. The problem occurs in the winter were the rain destroys the small dams and bring the water to the lake. As for the follow up of the projects, Mr Nasrallah advised to increase our awareness and participation, like what we are doing in this meeting, so we can push the ministries and all the concerned responsible to act. Mr. Nasser Nasrallah (president of Friends of Ibrahim Abd El Al Organization) Are the 3 m3/s of water that will be used for this project guaranteed all over the year? Mr. Abd El Rahman Ghaziri Beirut and Mount Lebanon Water Authority)The critical time that the water is needed for is from April till October and the Qaraoun Lake was always able to meet its full capacity of 220 million m3 during this period. The actual usage of the Qaraoun is of 60 million m3, and it will reach 120 million m3 once project 800 starts operating. So the water supply of the Awali project will always be guaranteed. There is a future plan that consists of using the Qaraoun water for Agriculture and drinking a lot more than for generating electricity. Ismail Makke (CDR)On what basis the capacity of the phase 2 reservoirs was set? Was it set in the 70s also or did it take into consideration the future needs?Pierre Abi Rashed P.A.R Consultant/Baabda Municipality The time scope of the plans is 2030. The 9m3/s that were planned for future use for the tunnel and the capacity of the reservoirs can meet the increasing demand for water for a sufficient time period even exceeding the year2030. Ismail Makke (CDR)Will you use explosives in the drilling process? Did you do a survey to the tunnel depth to check the type of material that will be faced? The presentation mentioned around 88 tons of sludge daily, will the Naame Landfill be able to accept this amount and what is the alternative plan? Mr. Adel Yacoub Ministry of EnvironmentFor the overall project there will be no use of explosives, these will only be used at the beginning of the tunnel to open an entrance for the TBM Machine. Surveys were done for the tunnel depth. The materials that will result from the drilling will be reused in the project, the remaining sludge or mud will be disposed in the Naame landfill. Naame landfill is receiving daily 2700 ton of solid waste from Beirut and Mount Lebanon, so the 80 or 100 tons of sludge will not have a major effect on the landfill capacity. Once the landfill is closed (after 2 to 3 years) the sludge will move to the alternative developed for it. Mr. Nasrallah interfered and gave a comparison between Dbayeh and the Awali project: In Dbayeh the water is more turbid because it comes from Jeita so it causes sedimentation in Nahr El Kalb. But in Awali the sediments are already deposited in Qaraoun and the only other place where the water becomes turbid is water coming from Ain el zarka to markaba after the first rain. So water reaching the treatment plant is not that turbid. Ismail Makke (CDR) - Mr. Nasser Nasrallah (president of Friends of Ibrahim Abd El Al Organization) What is the time frame of the project? The project should start in April/ May 2011 and should take 3-4 years to be completed. Ismail Makke (CDR)Suggestion: to use the water that will get out of the treatment plant and the excess of the water in the tunnel to produce energy. Eng. Antoinette Sleiman (Litani Water Authority)Is the Project going to take from the Water of the Damour River were the 2 ventilation shafts are present? The tunnel will just pass by the Damour River without using any of its water. Ismail Makke (CDR)What is the Tunnel Composed off? It will consist of reinforced concrete covered by stainless steel for the treated water to pass in. One of the obstacles that delayed the project was to agree whether to do a concrete tunnel or pipelines, and the result was a combination, a tunnel to khalde and pipelines to distribute water from khalde to the reservoirs. The tunnel is less costly then the pipelines. Ismail Makke (CDR)Wouldnt it cost less if the WTW was done near Beirut? May be It will cost a bit less but this way we would be depriving the areas where the tunnel passes from fresh water and this was a major problem during the study of the project. Ismail Makke (CDR)How does the expropriation law work? A legal session formed of a judge and real estate experts will be held for each area that should be expropriated that will take into consideration all the facts related to this area and its surrounding and will issue a decision regarding the price of the area to be expropriated in accordance with the Lebanese expropriation lawIsmail Makke (CDR) Environemental Impact Assessment Introduction The proposed Awali-Beirut Water Conveyor Project has the potential to create a range of impacts on the environment. These potential impacts can be both positive (beneficial) and negative (adverse) depending on the resources and receptors involved along with other parameters such as geographical scope (magnitude and extent), temporal scope (duration) and reversibility. It is anticipated that this project will have long-term term positive impacts on the economic sector, employment (national scale), infrastructure and services, water supply and sanitation, environment and public heath sectors among others. The purpose of this chapter is to predict social and environmental impacts to the extent possible and to propose preventive measures which will be incorporated in the Project design, construction and operation. Actions will also be undertaken in order to mitigate, if not eliminate, the potential adverse impacts of the Project to as low as reasonably practicable (ALARP), and to meet international and national Lebanese standards and regulations. Methodology of Impact Evaluation General Approach The type/nature (positive, negative, direct, indirect), magnitude, timing (during design, construction, operation), duration (short term/temporary, long term/permanent) and significance of impacts will be assessed in this section. The evaluation approach implemented in this study is a Receptor-Specific Analysis approach addressing the various sources of impacts from the projects different implementation phases (construction, operation). These phases include tunneling activities, construction and site preparation, trenching, backfilling, vehicular and equipment transport, temporary access routes and base camps, excavation activities, hydro-testing, commissioning and operation. The analysis covers all potential fields of impacts and/ potential receptors: Ambient Air Quality; Soil, Landscape and Visual Amenity; Water Resources (Groundwater & Surface Water bodies); Biodiversity (Fauna & Flora); Noise and Vibration; Archeology; and Socio-Economic and Public Community Impacts The general evaluation process will include the following stages: Step 1: Identification of project related activities (sources) and environmental aspects; Step 2: Identification of potential impacts to the environment (physical, biological, human, cultural); Step 3: Evaluation and assessment of the related unmitigated impact significance; Step 4: Identification of Best Practicable Environmental Options (BPEO); and Step 5: Re-evaluation and assessment of the mitigated impact significance. Impact Evaluation Pre-Screening Level The screening methodology that is adopted for the purpose of this EIA comprises a preliminary screening process followed by a more detailed secondary screening process. The key issues identified were further investigated and evaluated based on planned project operations including proposed activities, time duration, national Lebanese regulations and the social and environmental baseline collected during the field surveys. Given the data gathered by ELARD, the team channeled the results to a secondary screening process. Impact Evaluation Secondary Screening Level The secondary screening level aims at analytically screening the wide range of possible sources and potential impacts which were previously highlighted. This screening stage further assesses the impacts in terms of their significance, reversibility, likelihood of occurrence and geographical and temporal scopes. In the secondary screening level, consequence criteria were ranked into six levels of significance listed in  REF _Ref263617625 \h  \* MERGEFORMAT Table 71. Then, the likelihood of the occurrence of the impact was rated according to the criteria outlined in  REF _Ref195598187 \h \* MERGEFORMAT Table 72. Based on the level of significance, and likelihood of occurrence, the significant risks (impact severities) are identified. The assigned impact severity assessment was first considered assuming the absence of project control and mitigation measures. Following investigation and presentation of typical and commonly practiced project mitigations, the impact severities for the mitigated project activities are then presented in  REF _Ref204480781 \h  \* MERGEFORMAT Table 73 The assigned impact severity was derived from: Round table scoring exercise by all team experts; Results from analysis and calculations, where applicable; Previous public consultation meetings outcomes; and Scientific predictions based on experience of every team member in the field of his/her expertise and from outcomes from similar projects conducted abroad or locally. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 1 Secondary Screening Consequence Level Criteria CriteriaConsequence RatingChanges that result in a net positive impact to an ecosystem, environment or population.BeneficialShort term changes in an ecosystem that are unlikely to be noticeable (i.e. fall within the scope of natural variation). Area of effect is restricted to the immediate vicinity of the source. Has no discernible effect on the environmental resource as a whole and is likely to go unnoticed by those who already use it. Negligible impact to a site of social and/or cultural importance.1. NegligibleMinor adverse changes in a VEC. Changes will be noticeable but fall within the range of normal variation and be typically short-lived, with unassisted recovery possible in the near term. However, it is recognized that a low level of impact may remain. Medium term impact (1-5 yrs) in an area that does not encompass a VEC or whose impact is highly localized within a VEC. Long term impact over a discrete, small area which does not support a VEC. May be noticed but does not affect the livelihood of those utilizing a resource. Minor impact to a site of social and/or cultural importance.2. MinorModerate adverse changes in a VEC or area that supports a VEC population. Changes may exceed the range of natural variation though potential for recovery within a few years without intervention is good. Area of effect encompasses an area that supports either a moderate or minor proportion of a VEC population or ecosystem. Long term (> 5 yrs) changes over an area which is not considered to be a VEC. Has a measurable effect on the livelihood of those using a resource over a period of weeks. Moderate damage to a site of social and/or cultural importance.3. ModerateLong term or continuous impact resulting in substantial adverse changes in a VEC, well outside the range of natural variation. Unassisted recovery could be protracted. Area of effect is extensive and/or encompasses an area that supports a statistically significant proportion of a VEC population or ecosystem. Has a measurable effect on the livelihood of those using a resource over a period of months. Significant damage / impact to a site of social and/or cultural importance.4. SignificantMassive impact over a large area resulting in extensive, potentially irreparable damage to a VEC*. Has a measurable effect on the livelihood of those using a resource over a period of years. Massive impact over a large area resulting in extensive, potentially irreparable damage to a site of social and/or cultural importance.5. Catastrophic* VEC means Valuable Ecosystem Component, used to refer to components of the environment that are considered to be of commercial and/or ecological importance. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 2 Likelihood Evaluation Criteria Likelihood to occurCategoryScoreImpact is highly likely or certain to occur under normal operating/ construction conditionsHighCImpact may possibly occur under normal operating/construction conditions.MediumBImpact is unlikely to occur under normal operating/construction conditions but may occur in exceptional circumstances.LowA Listing of Environmental Impact Severity A single table Environmental Impact Severity Matrix was developed to review all identified impacts during each phase of the Project after having determined the potential level of significance for each impact while using the screening procedure identified above.  REF _Ref204480781 \h \* MERGEFORMAT Table 73 illustrates the impact assessment severity matrix. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 3 Impact Assessment Severity Matrix Likelihood ratingABCConsequence Rating11A1B1C22A2B2C33A3B3C44A4B4C55A5B5CLegendConsequencesLikelihoodAcceptibility 1 - Negligible4 SignificantA LowBeneficial2 - Minor5 CatastrophicB MediumNegligible with minor mitigation3 - ModerateBeneficialC HighMinimize ImpactsUnacceptable Potential Impacts on Ambient Air Quality Emissions to the atmosphere of air contaminants will be released during Project activities. However Project-related emissions are mainly expected to occur during Construction and to a much lesser extent during Operation. With the exception of the Joun regulation structure, Ouardaniye WTW, flow measurement/sampling and distribution chambers and water storage reservoirs which represent the major surface facilities, the Project components are mainly underground structures comprising of tunnels and pipelines conveying only water (raw and/or treated) to storage reservoirs and distribution networks (existing and/or future planned). It should be noted that "Process" point sources are those not directly attributed to the combustion of fuel but released during operation of specific equipment. Though the proposed Project falls under "Category A" of the World Bank Environmental Categories, the conceptual design of the planned above-ground facilities does not include Process point sources whereby combustion or process-related emissions (stacks, fugitive emissions from fuel storage tanks, etc.) are anticipated during Operation. With the exception of on-site diesel-fueled engines/generators which supply power to the planned nine (9) pumping stations  REF _Ref262546141 \h  \* MERGEFORMAT Table 33 and transport operations (chemical requirements for WTW, sludge collection and disposal), routing and maintenance inspections to the constructed facilities (chambers, WTW, storage reservoirs) which are designed to be automated (i.e. unmanned), no other combustion sources and units are anticipated to burn fuel/diesel and generate emissions to the air during Operation. Therefore, to assess the environmental impacts of the proposed Project on ambient air quality, it is more relevant to consider and examine the impacts of the anticipated Construction activities on the ambient air quality. Based on the information provided by the Design Team and Project Proponent, Construction is expected to be carried out over three years during which major activities that could potentially impact the local air quality include: Site Clearance and Excavation Drilling, blasting, pipeline construction and tunnel boring works (to a lesser extent) and spoil stockpiling; and Project-related vehicle traffic transportation of raw material, excavated spoil, and manpower to and from construction sites. With regards to the Assessment Area, existing air quality conditions are described in terms of meteorological conditions. Currently, no information on ambient air quality in terms of airborne contaminants in the area under assessment, released from the number of existing industrial and other potential point sources, is available. For the sake of the assessment, the current ambient air quality shall be described qualitatively through the identification of existing point sources relevant to the Assessment Area and its vicinity and projected type of emissions anticipated to be released during Project Construction. It should also be highlighted that, in this case, cumulative impact(s) on ambient air quality are not expected to be significant given that Project-related emissions are temporary in nature and localized (to the construction sites) and shall decrease considerably upon cessation of construction activities. Impacts from Combustion and Exhaust Emissions With the exception of the Sibleen Cement Plant (in Ouardaniye) and the Naameh landfill (in Naameh) which are considered as the only two major existing sources of combustion (Sibleen stacks) and greenhouse gas emissions (mainly CH4 from landfill), no other important industrial facilities are identified as sources of airborne contaminants. However, additional factors and development projects including the international airport, highways/freeways and a quarry site, located in and around the Study Area are expected to affect the existing ambient air quality. The planned construction works including pipeline construction and tunnel boring as well as the installation of surface infrastructure are expected to be carried out partly in rural degraded areas (mostly at isolated valley crossings), and partly within urban residential areas. In the latter setting, emission sources are limited to the on-going vehicular exhaust and transportation activities. As aforementioned, Project-related emissions during Construction are limited to combustion emissions from diesel-fueled generators and equipment operated onsite, exhaust emissions from vehicle transportation and fugitive dust emissions generated during site clearance, excavation, drilling and blasting and concrete batch mixing operations for the construction of the Project-related infrastructure and linear structures (particularly pipelines). Emissions from combustion arise from the burning of fuel and are dependent on fuel flow rate, fuel type, combustion equipment and the presence of pollution control devices. The main air pollutants likely to be associated with these emission sources include: Oxides of Nitrogen (NOX), Sulfur Dioxide (SO2), Particulate Matter (PM), Carbon Monoxide (CO) and dust. Additional pollutants can include Hydrogen Sulfide (H2S) and Volatile Organic Compounds (VOCs). The impacts associated with the above air emissions are illustrated in  REF _Ref195602051 \h \* MERGEFORMAT Table 74. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 4 Environmental and Health Impacts of Major Air Pollutants from Combustion Sources EmissionEnvironmental ImpactOxides of Nitrogen NOXNO2 is a toxic gas, even at relatively low concentrations. NOX also contributes to the formation of acidic species, which can be deposited by wet and dry processes. NOX can also increase the formation of ozone at ground level when mixed with VOCs in the sunlight atmosphere. NO is a relatively innocuous species, but is of interest as a precursor for NO2.Sulfur Dioxide SO2SO2 is a toxic gas, and is known to contribute to acid deposition (wet SO2 and dry), which may impact ecosystems. Direct health effects potentially causing respiratory illness.Particulates PM10Particulate matter is a complex mixture of organic and inorganic substances present in the atmosphere in either solid or liquid form. Particulate matter is inhaled and deposited within the respiratory pathways, leading to a variety of health effects. PM10 (i.e. particulate matter with a diameter of less than 10 m) is able to penetrate deeply into the lungs. An association has been established between elevated concentrations of PM10 and excess short term mortality and morbidity rates. Carbon Monoxide COCarbon monoxide (CO) is a colorless, odorless gas that is slightly less dense than air. When inhaled, the gas is absorbed into the bloodstream and combines with hemoglobin in the blood to form carboxyhemoglobin (COHb). The affinity of hemoglobin for CO is more than 200 times greater than for oxygen. The result is that CO acts as a poison by reducing the amount of O2 that can combine with hemoglobin. It should be mentioned that exhaust emissions are expected during normal operation of combustion sources. However, poor quality fuel, unnecessary idling periods, lack of maintenance, long operation period (particularly power generators) and absence of exhaust emission control units will result in the increase of atmospheric emissions of pollutants. Generally speaking, the emissions associated with the construction activities, and vehicular exhaust will be of a Moderate effect. This impact is of a high likelihood, yet of a medium to short-term duration (3 years) and reversible nature. Accordingly, with no mitigation measures in place, this activity is likely to have a Moderate impact (3C) on the overall air quality within the Assessment Area. However, it is recommended that various mitigation measures be adopted, including: Using continually well designed, maintained and operated equipments / vehicles by the Contractor. Precautionary control measures for atmospheric emissions reduction could include proper engine fuel mixtures, regularly serviced exhaust emission systems, suitable engine tuning, and purchase of diesel fuel with low sulfur content (5% sulfur content) (whenever available). Investigating the environmental benefits of employing environmentally friendly equipment by the Contractor such as machinery with higher fuel efficiency or those equipped with air pollution control devices to minimize exhaust emissions. Examples include vehicles equipped with 2 or 3 way catalytic converters; Avoiding idling vehicles and equipment engines that are left running unnecessarily; Reporting monthly fuel consumption records; Adhering to the IFC emission standards for small combustion source emissions (with a capacity of up to 50 megawatt hours thermal (MWth)) as presented in (IFC, 2007b). Combustion source emissions with a capacity of greater than 50 MWth should comply with the IFC EHS Guidelines for Thermal Power. An implementation of the above mentioned mitigation measures is likely to reduce the effect of exhaust and combustion emissions during site preparation and transport activities to Minor (2C) on the overall air quality within the Assessment Area. Impacts from Dust Generation The primary sources of dust generation would be related to construction activities. These sources include a combination of on-site excavation and civil works such as compaction, trenching and backfilling activities and exposure of bare topsoil and spoil piles to wind. A considerable amount of spoil will be generated during Construction. It is expected that a net of 1.6 million tons will be produced following surface excavations, and drill and blast operations (via heavy rippers and rock breakers) particularly in areas where strong limestone rocks are found close to the surface such as in Joun Area, Wadi Abou Yabes, and Ouardaniye. Pipelines are expected to be excavated at 2.5 to 3 m; the depth of excavation is expected to vary among the different crossings with existing sensitivities (such as roads and culvert crossings and Ghadir River). In areas where rock (mainly limestone) is not found, the majority of the spoil is expected to consist of sand fill with rocky fragments. With regards to tunnel considerations, the selection of the Tunnel Boring Method (TBM) in lieu of the drill and cut/blast operations (usually adopted for pipelines) enables a rapid progress with an overall reduced construction timeframe. The technique is also associated with less fugitive dust emissions given the nature of the underground construction whereby civil works are carried out below surface (90 m below ground); as such emissions to the ambient air from drill and blast operations are only expected when establishing the TBMs in the first 100m of each drive. As such, fugitive dust emissions are expected to arise during Construction from stockpiled spoil, loading and unloading operations at construction sites and planned spoil handling facilities. Further increase in ambient dust levels induced during Project Construction is associated with the movement of trucks transporting produced spoil (entrained dust). The amount of dust generated by the activity is difficult to estimate because of the lack of data to estimate the type and number of operating equipment, number of truck trips and round-trip travel distances. Factors such as vehicle speed, total truck loading, cover availability, ground/road conditions (paved/unpaved) and meteorological conditions among others would influence the amount of fugitive dust emissions released to the atmosphere. Entrained dust (fugitive PM10 emissions) from material and equipment delivery trucks traveling on paved and/or unpaved roads cannot be estimated at this stage. However, assuming a haulage capacity of 10 16 tons per truck (e.g. standard dump truck), the expected overall number of truck trips for spoil transportation (1.6 million tons) would potentially amount to 160,000 100,000 during Construction. At this stage, projected figures should be considered as estimates. The number of vehicle trips is anticipated to be higher taking into account the additional vehicle/truck trips for raw material, equipment and labor transportation. However, under normal meteorological conditions, dust impacts should be limited to within several hundred meters of the activity areas (access roads, pipeline and tunnel corridors, and construction sites). The main environmental concerns associated with dust generation are likely to be limited to occupational health risk and nuisance to local residents and road commuters and Project affected communities. Dust emissions could cause respiratory problems and irritation to construction workers and might also have an impact on drivers/commuters from reduced road visibility due to an increase in the light extinction coefficient; dust clouds would increase risk of vehicle collision. The likelihood for dust generation during site preparation and excavation is high. This impact is of short-term duration however of Significant (4C) impact when no mitigation measures are in place. Consequently, it is concluded that the impacts associated with dust generation are substantive and require adequate mitigation throughout Project Construction and its associated activities. Techniques for minimizing and preventing fugitive dust emissions during Construction can be accomplished through dust suppression measures. The main dust control measures, which are recommended to be considered, include the following: Watering-down work area/s (at the tunnel and pipeline corridors, location of surface structures) particularly near sensitive receptors, at spoil handling facilities and during loading and unloading operations. Efficient scheduling of deliveries as well as establishing and enforcing appropriate speed limits over all paved and unpaved surfaces (< 40 km/h) via a Traffic Management Plan (TMP) approved by the Project Proponent; Traveling on existing and paved tracks wherever possible. Maintaining stockpiles at minimum heights and forming long-term stockpiles into the optimum shape (i.e. stabilization) to reduce wind erosion; Carrying out loading and unloading operations in closed/contained spaces while using dust-suppression methods; Installing covers (manual and/or mechanical) on back loads of dump trucks and large vehicles before leaving a construction site to reduce as low as possible, if not, prevent, fugitive dust emissions from being released during road transportation and vehicular movement. Following implementation of the above recommended mitigation measures as well as the Proponent's Safety, Health and Environmental Regulations and Protocols (CDR - SHE Regulations, 1995), the environmental impacts from dust generation due to site preparation, civil works and transportation activities during Construction would be reduced to a Minor effect (2C). Potential Impacts on Soil and Landscape The nature of the proposed Awali-Beirut Water conveyor Project requires extensive and heavy earth-moving activities including mainly drilling and blasting operations as well as tunnel boring works for the construction of the different Project components (such as WTW, storage reservoirs, etc.) and in particular the planned linear structures which comprise: Two tunnels: Joun to Ouardaniye WTW Tunnel and Ouardaniye WTW to Khalde Tunnel; and Pipelines: Khalde Portal to Khalde Distribution Chamber; Khalde to Tallet el Khayat Reservoir and Khalde Flow Distribution Chamber to Hadath Reservoirs and Hadath Reservoirs to Hazmieh Reservoirs. Generally, the landscape in the Assessment Area is characterized by rocky ground conditions, with sediments composed mostly of limestone and dolomitic rocks, hillsides and valleys. The Assessment Area is also intersected by several surface water bodies including Damour River, Ghadir River, and a number of streams/wadis. Inherently, the major impact anticipated from site clearance, grading and excavation activities on the existing soil (surface quality and integrity) includes the physical disturbance of soil during trenching and site leveling activities; excavation for pipelines are typically 10 m wide and 2.5 to 3 m deep while some deeper excavations might be required particularly at sensitive crossings with roads, culverts, or valleys. Alternatively, the construction of tunnels will be carried out via a Tunnel Boring Machine (TBM) instead of drilling and blasting methods. These conventional hand mining operations are required only for establishing the TBM in the first 100m of each drive. Once below ground (i.e. 90 m), excavations are carried out with minimal disturbance to the surrounding ground and land surface. As aforementioned, a considerable amount of spoil, estimated at 1.6 million tons, is expected to be generated following drilling/blasting and tunnel boring operations with significant quantities of spoil are anticipated at the start of the tunnel drives at Joun and Khalde, as well as at the Ouardaniye WTW outlet portal. A breakdown of the quantities of spoil expected at each planned construction site is previously provided in  REF _Ref263628833 \h  \* MERGEFORMAT Table 34. Project-related impacts on the existing soil and surrounding landscape are mainly expected during Construction. As abovementioned, heavy earth-moving and mining activities are carried out for the installation of pipelines, tunnels as well as surface infrastructures. Land disturbance due to excavations is minimized by undertaking tunneling works. Excavated rock and soil spoil are planned to be reused as aggregate supply potentially for road construction and quarry rehabilitation among others depending on spoil characteristics following mining operations and intended final use. Visual impacts on the surrounding landscape are anticipated to arise during Construction at the different work sites due to erection of surface facilities such as storage reservoirs, chambers, and Water Treatment Works (WTW). Potential impacts on soil quality from waste generation (wastewater/hydrotest/solid waste), accidental spills and occupational operations are also expected during Construction at the various working areas. Once Construction is completed, the designed uptake, treatment and distribution and regulation system is automated for the most part during Operation. All workshops and construction sites shall be dismantled, restored to previous conditions. As such, it is more appropriate to consider Project-related environmental impacts on soil and landscape throughout Project Construction. The main impacts on soil quality and landscape of the Assessment Area are generated by the various Construction operations of the Project. These sources of impacts include: Project footprint, physical disturbance of soil and decreased visual amenity and aesthetics due to site clearance activities, trenching and site leveling activities as well as drilling/blasting and tunneling works; Solid and liquid waste generation from camp operations (such as sanitary facilities and kitchen) and pipelines pressure testing; and Potential accidental chemical / oil spills or leaks from excavators and tunnel boring machine. Impacts of Project Footprint As mentioned earlier, several excavation, drilling and blasting operations will be conducted on a number of distinct regions to build Project surface facilities and to lay down associated linear structures. Project affected areas consist mainly of degraded lands (hillsides and valleys), and urban / residential areas with existing road infrastructure. The Project's physical footprint (i.e. disturbance to soil and landscape) resulting from civil and mining works is mainly localized to construction areas and limited to pipeline corridors and tunnel alignments. Additional civil works will be required for the construction and/or upgrade of access roads to the construction sites. Given the current degraded nature of the Project affected rural areas such as Joun, Wadi Abou Yabes and Khalde, characterized by sparse vegetation (i.e. indicator of land degradation) and a quarry site and since the footprint of construction works is considered localized in these rural areas (washout, distribution chamber, surge structure), no significant impact is anticipated on surface drainage patterns and land erosion. In addition, adverse visual impacts induced on the surrounding landscape in these rural areas are limited to the planned locations of the surface infrastructure from construction equipment (concrete batch plant, building/unit erection). The abovementioned surface facilities are designed to occupy small and minor land spaces (with the exception of the Ouardaniye WTW occupying a larger space); however visual intrusion and alteration to the existing landscape are not expected to be significant given the existing degraded status of the rural lands as well as in the Project affected urban areas (such as Khalde, Hadath, Hazmieh, and Ouardaniye) which are currently subject to on-going construction and civil works. As such, impacts from visual intrusion and physical disturbance of soil in the project affected sites (particularly urban areas) are inherent to the Project are considered of Minor effect (2C). Impacts are anticipated to be noticed yet short-lived and not affecting any vulnerable environmental receptors given the large area of existing degraded lands on which construction works are planned to take place. Impacts from the Project's physical footprint on soil and visual environment could be further mitigated by restoring the site topography and landscape as follows; Limiting the land clearance area required for pipelines, tunnels and surface structures construction through pre-planning particularly in the vicinity of forested areas of Khalde; Planning and marking access routes and adopting minimum safe operating width and using existing tracks/ routes to reduce the size of the impacted area; Minimizing (whenever possible) the time and space of heavy machinery use and constructing intensive activities and using whenever possible existing and previously disturbed land and roads to access site and avoiding off-road driving, areas crossing wadis or that are prone to erosion; Avoiding excessive removal of topsoil and minimizing grading and clearing of vegetation; Stabilization of topsoil and spoil stockpiles along the pipelines previously removed during excavation works and using it as cover material whenever possible during backfilling and site restoration; Project handover (end of Construction) should comprise the complete closure of the labor camps including the removal of all equipments and vehicles and other fixtures and infrastructures and covering of trenches and restoring of all sites to original state; and Proper mitigation measures as identified above reduce the impact effect on the soil and visual environment to Negligible (1C). As aforementioned, land disturbance induced from mining activities and excavation works are limited to the Construction phase. During Operation, no excavation activities are anticipated and therefore impacts on soil from land disturbance are insignificant. However, residual impacts on the visual environment are related to the physical presence of the Project components in particular the surface structures such as the WTW in Ouardaniye, the storage reservoirs in Hazmieh and Hadath, distribution and sampling chamber in Khalde. The change in background landscape features is mostly felt in the Project affected rural areas. Given the minor land space allocated for the surface components and the existing conditions of these areas, such residual impacts on the existing landscape are considered of negligible effect. Impact on Soil Quality from Blasting Operations As aforementioned, in areas of strong limestone rocks found at the surface, blasting operations shall be carried out using explosives to enable the construction of surface facilities such as the planned distribution chambers and reservoirs (i.e. Joun regulation structure, Wadi Abou Yabes washout, Hadath and Hazmieh reservoirs). At this stage, no information is available on the amount and type of explosives to be used during blasting activities. Nonetheless, the use of explosives to perform these planned operations is inherently associated with a high risk of releasing heavy metals to the surrounding soil including the excavated topsoil and rock spoil and as such the likelihood of contaminating the soil quality (top soil and rock spoil) with heavy metals in the proposed blasting locations is relatively high. In addition to the proposed mitigation measures abovementioned to limit the Project footprint on the soil physical's integrity, it is highly recommended to assess the quality (presence of contamination) of the debris generated prior to further reuse for backfilling, land filling operations and/or quarry rehabilitation. As part of the management plan for spoil, it was proposed by the Design Team to re-use considerable quantities of spoil, without interim storage, during backfilling and site restoration operations especially at Ouardaniye, Khalde, Damour and along the pipeline corridors (where interim storage sites are not available). In light of the following plan, additional required control and mitigation measures include: Reduce the use of blasted debris as much as possible and allow backfilling and site restoration from topsoil and spoil excavated by conventional methods (such as drilling) and generated by the tunnel boring works; and Perform a soil sampling campaign in the Project affected areas, specifically where blasting activities took place, in order to document the soil conditions (physic-chemical characteristics, petroleum contamination, etc.) following the cessation of construction works; Impacts from Solid and Liquid Waste Generation Waste handling and disposal practices throughout the course of the construction works, site preparation activities and project Operation pose potential risks of soil contamination either through direct contamination (if hazardous) or through the generation of contaminated leachate. The main waste streams expected to be generated by the different Construction operations include: Inert solid waste stream (construction waste (concrete, wood, steel, rock spoil ), domestic / putrescibles and packaging and green / organic waste); Liquid waste stream (grey water, sanitary wastewater and hydrotest water); and Non-inert waste streams (recovered solvents / chemicals, acids, paints, fuel and oils, hydrotest water-if mixed with additives). During Operation, waste streams are mainly limited to office domestic waste, sanitary wastewater, chemicals (stored at the WTW), fuel oil and sludge waste. Assuming the Ouardaniye WTW will be operated by a maximum staff of 30, it is anticipated that 15 kg of domestic solid and 2.7 m3 of sanitary wastewater will be generated daily. An additional solid waste stream generated following WTW Operation is Sludge. The daily average sludge flow is estimated at a rate of 4,026 m3; sludge quantity is expected to increase to 10,700 m3 during wet season. As noted earlier, the bedrock in the Assessment Area consists mainly of fractured dolomitic limestone with karstic features. As such, calcareous soils represent the predominating soil type. Red soils (terra rosa) are also found in certain locations in the Assessment Area primarily in the Ouardaniyeh and Khalde areas. The existing types make the soils not adept at dealing with chemicals and hazardous materials due to their high permeability. The risk of soil contamination and particularly groundwater due to pollutant leaching and infiltration is high specifically in areas of recharge zones whereby groundwater is replenished via rainfall. Such Project-related impacts on soil quality primarily and groundwater secondary are highly likely to occur predominantly in areas of the planned surface structures such as Ouardaniyeh WTW. When no precautionary mitigation or control measures are in place, unmitigated impacts on soils are considered of Significant effect (4C). At this stage of the project, the Proponent has in place environmental, health and safety protocols with regulations related to environmental protection and solid waste management. To minimize the impacts on soil quality and landscape induced from the Project, it is highly recommended that CDR advocates using the principle of the 5Rs subject to local environmental regulations and availability of resources to handle waste. These 5Rs are as follows: Reduce- Generation of less waste in their original form Reuse- Reuse of materials in their original form Recycle- Conversion of waste back into a usable material Recover- Extraction of materials or energy from a waste for other uses Residue- Final disposal for the unavoidable waste residue (in licensed facility at present, only landfills are available in Lebanon for final disposal). In general, CDR and its Contractor(s) should ensure a proper documentation procedure of the quantities of all waste streams as well as compliance of the Contractor with the outlines of the proposed waste management plan relevant to the Project. Households & Domestic waste (paper, cardboard, organic, etc.): All personnel shall be responsible for ensuring that standards of good housekeeping are maintained. This will include clearance of all rubbish and work associated debris; CDR shall promote the use of solid waste collection by a local contractor for disposal at a licensed municipal waste facility / landfill; Sorting at source of domestic and general waste should be implemented. Waste should be sorted into combustible (paper, food, cardboard, and wood) and non-combustible waste (metals, glass, rubble) streams by means of suitably labeled containers for safe collection, segregation and handling of all waste streams generated. Hazardous Waste (waste oil, solvents, medical wastes, etc.) Whenever possible, hazardous waste such as solvents, used batteries, paints, waste oil and medical waste will be sent collected and stored separately for recycling or disposal at a licensed facility. Where no suitable or immediate disposal solution for hazardous waste streams exist, the Contractor should ensure study and source appropriate disposal routes and ensure safe storage. Any new disposal routes for the hazardous waste streams shall be agreed upon with CDR; Medical waste should be collected separately, labeled and returned to the nearest medical facility for disposal and/or storage; waste oil should be collected and stored in bunded and lined areas. Details of hazardous waste will be compiled, including type, amount and disposal method, to track final destinations and identify opportunities for improvement. Wastewater (black and grey water): No untreated sanitary wastes or wastewaters generated from the different sources (labor camps, WTW (upon facility operation), etc.) will be discharged to the land or to the permanent surface water bodies (such as rivers, and wadis). Impacts on soil quality from operational activities with particular reference to sludge disposal, fuel and chemicals handling and storage and wastewater management are discussed in relation to groundwater in section  REF _Ref263617340 \r \h \* MERGEFORMAT 7.5 With respect to the expected increase in wastewater throughout Greater Beirut as a consequence of increase in water supply, CDR has been expanding the wastewater network throughout the Greater Beirut Area and plans to construct two major wastewater treatment plants in Khaldeh and Bourg Hammoud with an overall design capacity exceeding 3.2 million-equivalent. The network expansion has been mostly completed and designs for the treatment plants with bidding tenders are at advanced stages. Implementation is awaiting approval of a funding mechanism. The capacity of the existing network and planned treatment plants will accommodate any additional wastewater resulting from the project. Impacts from Accidental Spills of Fuel, Oil and Chemicals The major potential sources of accidental spills derive from Project Construction (pipelines and surface structures and facilities), commissioning operations, and ancillary equipment handling (diesel supplies for power generation, chemical storage for WTW requirements). Additional sources of spills include hydrostatic water (if mixed with corrosive chemicals) during commissioning of pipelines and hydraulic oil, fuels and lubricating oil as part of routine maintenance. The specificity of the site (i.e. soils conditions) and contaminant indicate the severity of repercussions of any type of spill or leakage. The extent and the fate of a pollutant depend on: The porosity, permeability, porosity, preferential flow path, and clay and oxides content prevailing in the soil/ unsaturated zone and saturated zone. The depth to ground water and soil thickness, type of aquifer (porous versus karstic) Density/ viscosity, solubility volatilization, adsorption, biodegradation and bioaccumulation tendency of the contaminant. Fuel leakages contain BTEX such as benzene and toluene and methyl tertiary butyl ether (MTBE). Such monocyclic aromatic hydrocarbons have relatively good solubility and volatility. They tend to evaporate from surface spills and biodegrade readily under both aerobic and anaerobic conditions particularly MTBE and benzene. However, diesel spills consist of BTEX; Poly Aromatic Hydrocarbons (PAH), chlorinated hydrocarbons as well as heavy metals such as Nickel, Copper, Chromium and Zinc which tend to accumulate in sediments due to their low evaporation and biodegradability capacity. With a decreasing viscosity and surface tension, they penetrate to the subsurface formations and stay trapped within the pores or even travel into deeper zones. It should be reminded that the pipeline stretches mostly over rock sequence composed of dolomitic limestones. As abovementioned, terra rosa soils are also located in certain locations along the proposed Project affected areas. Both soil types are characterized by a relatively significant degree of permeability. The likelihood of the occurrence of accidental spills during Construction is Moderate. However, the effect of the impact is considered Significant (4B) when no mitigation is in place, given the soil type and persistence of the pollutants in question. The occurrence of accidental spills and leaks could be minimized, if not prevented, by the following general mitigation measures: Promotion of good housekeeping practices during construction and routine inspection procedures and maintenance of equipment for risk minimization; Availability of oil spill response kits on the construction sites particularly at the planned surface structures in Ouardaniye to mop up small spills; Containment of contaminated soil and preliminary treatment by passing soil trough scalping shakers prior to further treatment; and Development of a Project Specific Oil Spill Contingency Plan in addition to the general plan proposed in section  REF _Ref204157109 \r \h \* MERGEFORMAT 7.4.5 below. Source-specific mitigation measures consist of: - Storage: Fuel, oil and chemicals shall be stored in specific designed areas on site particularly on an impermeable base within a suitability contained area. All storage tanks will be positioned to minimize the risks of damage by impact; All storage tanks will be of sufficient strength and structural integrity; No storage tank will be used for the storage of fuel, oil or chemicals unless its material and construction are compatible with the type of materials to be stored and storage conditions (e.g. pressure and temperature); Drip trays will be installed underneath equipment such as diesel generators, transformers to contain leakage. The drip trays will be maintained and kept drained of rainwater; All fuel and oil will be inventoried and use recorded. -Refueling: Refueling should be done on lined soils (on impervious membrane). Procedures for refueling include: Control and supervision of refueling at all times appropriate personnel, Checking to fill valves, hoses and nozzles for signs of wear and tear prior to operation; and Checking to tank levels prior to delivery to prevent overfilling through side glass or manually by dipstick logs. Locating fill pipes within the containment (unless shut-off valves are fitted); grounding of tanks and vehicles during fuel transfers; Ensuring the availability of a supply of suitable absorbent materials at re-fuelling points for use in dealing with minor spills. If a leak or spill occurs during loading or offloading operations, the operations will be stopped and the spill will be contained, cleaned up and collected based on the Spill Response Plan. - Chemicals: Personnel handling chemicals will be trained in their handling and use and made aware of the associated hazards including the personnel protective equipment requirements through pre-task instruction; Material Safety Data Sheets (MSDS) for all concerned chemicals will be available at the storage area, the point of use and by the site medical staff and site ES&SR representative; Safety signage will be in place; All chemical deliveries (loading and unloading operations) shall be supervised at all times and transferred to a secure storage area without delay; Storage of chemicals will be sited on designated areas at the site; an inventory of all chemicals on site will be kept and use will be recorded. Chemicals shall be properly packaged, labeled and stored. Dangerous/hazard chemicals shall be stored separately; Chemical storage drums will be in good condition and with sealed bunds. All used drums will be washed down with water and pierced before leaving the site to prevent local use and subsequent exposure to contaminants if they are not able to be returned to the original supplier. All tanks and containers will be clearly labeled with the nature of the contents and placarded with the MSDS. The storage of chemical products in containers or on palettes equipped with plastic dust cover against severe weather. Chemicals that require shade shall be shaded. Chemical storage drums and packaging are to be returned to the original supplier in an orderly fashion, i.e. palletized and shrink wrapped. - Diesel: In the field, diesel shall be stored in sealed tanks in bunded areas. CDR and its Contractor shall ensure that the bunds are designed to contain one and half times the total diesel tank volume as to minimize the impacts from possible tank rupture. During the fuel transfer operations, non-return valves shall be installed on fuel transfer hoses and operations shall be supervised at all times by trained personnel. Containment procedure shall be provided to contain any oil spill during fuel transfers to road tankers. Spill Prevention and Response Plan In order to decrease the likelihood of spills to occur and mitigate the potential impacts of such incidents in the Project affected areas, the following requirements should be addressed: An inventory of hazardous materials, i.e. chemicals and fuels, to be stored on-site along with the Material Safety Data Sheets (MSDS) Storage requirements including adequate bunding, storage location, valve locks, check valves, re-fuelling procedures, drip trays; Practical mitigation measures for preventing or limiting spills and leaks; Trained employees capable of dealing with small scale spill hazards, Inspection requirements; and The process of spill response. CDR shall envisage the development of a spill contingency plan by the construction Contractor. In the case of an important spill (>100 L), CDR shall request quick assistance from specialized authorities in soil remediation directly upon spill reporting by site engineers. In the case of a small spill (<10 L-100 L), containment of spill and contamination could be performed on site by adopting the following: Immediate reporting of spill to company representative; Stopping the source of spill (close valve, seal pipe, seal hole etc); Checking for hazards, flammable matters on site; Immediate cleaning of the spill by removing affected top soil layer by trained employees Treating the removed soil as hazardous waste; Continuous in-situ sampling of soil in the vicinity and underneath the spill for potential contaminant; and Adopting as much as possible dry cleaning techniques to decrease resultant wastewater, and to avoid flushing of spills to deeper soil layers. With the above mitigation measures and contingency plan in place, the potential leaks and spills associated with normal project activities and accidental incidents are expected to have a Low likelihood and Minor effect (2A). Potential Impacts on Water Resources Water for the project will be sourced from the Karaoun lake and Awali Rivers as was mentioned earlier. The tunnel extends from Joun to Khalde and crosses the Damour and Ghadir perennial rivers as well as a number of other streams and stream valleys. With respect to groundwater, only one main aquifer (namely Cenomanian Turonian) has been located over the whole area under consideration. No permanent spring exists in these formations except below sea level. The aquifer is karstic in nature and groundwater mainly flows in fissures, fractures and conduits. The overall integrity of the aquifer is not significantly altered by faulting, although it is possible that faults may act either as local aquicludes or alternatively as preferred pathways for groundwater flow. The proposed tunnel will lie above the water table except where siphons are needed (Nahr Damour). Even there it should be noted that the main water table lies below the river level implying some limited recharge to the aquifer from the river, not the other way around. The strata sometimes contain pockets and cavities, some of which are lined with calcite deposited in vadose zone by groundwater percolating downwards to the water table. The identified potential sources of impact on water resources from the project include: Construction activities: Accidental oil spills or infiltration of contaminants during tunneling boring activities, river crossings and site constructions. Operational activities: WTW sludge management, chemical and fuel spills and wastewater disposal. Impacts from Construction Activities There is risk of infiltration from contaminants and leaching of liquid discharges (sewage, spills, etc) through zones where the natural replenishment of groundwater takes place generally through direct or diffuse infiltration of rainfall via the soil and unsaturated zone specifically at sites of surface structure constructions. As for the tunneling activities, despite that they will be performed in a formation whereby the groundwater lies well below the proposed tunnel level, this does not preclude the possibility of encountering solution-enlarged joints, cavities and pipes, and fault breccias (shatter-zones) which may be carrying small quantities of groundwater percolating downwards within the unsaturated vadose zone above the water table. In such events, there will be significant risk of contaminating groundwater if any oil accidentally spills out and infiltrates through the above conduits reaching the groundwater. Impacts arising from construction activities are considered Significant with a High likelihood of occurrence given the large nature of the aquifer, the large number of site and the length of the tunnel. With no mitigation and control measures in place, the impact is expected to be long-term and irreversible (4C). In order to reduce the severity of the impact, it is recommended to: Clean up spills if any with an absorbent material such as cat litter. Chemicals spilled near wells and sinkholes can move directly and rapidly into groundwater. Chemicals spilled near ditches, streams or lakes can move rapidly into surface water. Develop a contingency plan to prevent potential groundwater contamination Minimize the planned amount of land to be disturbed as much as possible. Use special construction techniques in areas of steep slopes, erodible soils, and stream crossings. Reclaim or apply protective covering (e.g., vegetative cover) on disturbed soils as quickly as possible. Avoid creating excessive slopes during excavation and blasting operations. Monitor construction near aquifer recharge areas to reduce potential contamination of the aquifer. Disposal of excess excavation materials in approved areas to control erosion and minimize leaching of hazardous materials. Impose site-specific Best Management Practices, potentially including silt fences, hay bales, vegetative covers, and diversions, to reduce impacts to surface water from the deposition of sediments beyond the construction areas. Immediate implementation of the Oil spill response plan in case of accidental events (i.e. Passing water resulting from tunneling and excavation through oil separator prior to discharge in the event that it has been contaminated with oily residues). By putting the control measures proposed in the feasibility study in place, the potential effects on water resources from construction phase is anticipated to be Minor (2B) and its occurrence Medium. Impacts from Operational Activities Once the project is operational, 250,000 m3 of water will flow daily to Greater Beirut to complement other water resources and meet the citys water demand for the coming five years. The supply of such quantity will limit or even cease the exploitation of water from wells in Damour and other areas in the southern suburbs and thus limit the extent of sea water intrusion and allow natural recharge of groundwater. The operational phase is then expected to have a beneficial impact on water resources but adverse impacts can still arise from operations if not managed properly. These are summarized by the following: Sludge disposal management Fuel and chemicals handling and storage Wastewater management Retrieval of 3m3/s of water from the existing tunnel Sludge generation disposal management The key potentially significant adverse impact during operation of the project will be the need to re-use or dispose of sludge from the water treatment works. A yield of 4,026 m3/d (reaching 10,700 m3/d in the wet season) is expected from the Ouardaniye WTW. A sludge treatment process has been proposed and designed for the WTW in the feasibility study of 2010. This involves thickening and dewatering the generated sludge followed by re-use of the separated water at the treatment or dumping it into the Wadi. It is recommended here to stick to the option of re-using the water at the inlet of the plant and avoid dumping it into the Wadi and eventually the sea. As for the resulting dewatered sludge cake, The original design and corresponding EIA found that the optimal alternative for sludge disposal will be at a rehabilitated nearby quarry. However, this alternative is associated with potential adverse impacts on soil, groundwater, and surface water unless proper control measures are implemented and would require conducting an independent EIA for approval which can be done in the future if this alternative is adopted. The updated ESIA is recommending the sludge disposal at the existing Naameh landfill which is under a management contract with CDR. The dewatered sludge cake yield is expected to be around 75 tons/d. Dry solids in the sludge cake will be 230*4*12*0.97= 10,708 kg/d (10.8 tons/d). Dry solids will not change unless the solids capture of the machine changes or more solids are produced from the liquid process due to higher turbidity, higher chemical dosageetc. It is the wet sludge amount that will change with respect to dewatered sludge concentration and cake density. So for average conditions, the dry solids in the sludge cake will be approximately 11 tons/d and the wet sludge will be in the range of 58 m3/d to 73 m3/d dependant on the cake concentration (12-18%) for a density of 1200 kg/m3. The Naameh landfill currently receives more than 2000 tons of waste per day with plans for future expansion. Disposing the above amount into the Naameh landfill is not expected to cause any problems. CDR has approved this alternative. By adopting the process proposed in the feasibility study in place, the potential effects from sludge generation and disposal during operation on water resources is anticipated to be Negligible (1C) and no further mitigation measures are deemed necessary Fuel and chemicals handling and storage Another potential impact during operation would be that leakage of chemicals and fuel oil at the site of Ouardaniye treatment plant. The description of storage capacity in the feasibility study shows that care has been taken for assuring that all chemical and fuel storage tanks will be well bunded. However, accidental spills during chemical transfer or refueling of tankers might still cause an adverse impact. By putting the control measures proposed in the feasibility study in place, the potential effects on water resources from fuel and chemicals during operation is anticipated to be Moderate (3C) and its occurrence high. Mitigations measures that can be adopted to avoid impacts from accidental spills include: Selecting appropriate locations for septic tanks installation as to avoid leakage and contamination of groundwater. Liners should be placed to prevent groundwater contamination in areas designated to hold septic tanks or wastewater pits. Storing mixed wastewater should also be done in these areas or in the presence of liners. Immediate cleaning of the spill by removing affected top soil layer by trained employees Continuous in-situ sampling of soil in the vicinity and underneath the spill for potential contaminant; and Stopping the source of spill (close valve, seal pipe, seal hole etc); In the event of effluent (following sludge dewatering) discharge into the Wadi, the former should comply with the Lebanese new standards for discharge into receiving water bodies (Decision no. 8/1) Refueling in a designated fueling area that includes a temporary berm to limit, if not prevent, the spread of any spill. Use drip pans during refueling to contain accidental releases and under fuel pump and valve mechanisms of any bulk fueling vehicles parked at the project site. Adhere to the CDR safety, health and environmental regulations and to chemical, fuel storage. By adopting the proposed control measures, the impacts on water resources chemicals and fuel spills would be Negligible (1C). Wastewater (sanitary, process) management It is estimated that there will be 90 L / crew member of wastewater generated daily equating to a maximum of 2250 L / day from the WTW operations and sanitary facilities (assuming all 25 crew members). The other surface components of the project will be unmanned. Improper disposal of generated wastewater could result in groundwater contamination with chemical and biological contaminants. Secondary impacts from inadequate mixed wastewater discharge and storage can generate odor and attract flies and incidence of associated vector diseases which might adversely impact workers and local settlers. The potential effects on water resources from wastewater discharge during Operation are anticipated to be Moderate (3C) and its occurrence high. Mitigation measures to further minimize impacts during Operation include: CDR should commission a local contractor for the collection of domestic wastewater and disposal to nearest public sewerage network. Adopting as much as possible dry cleaning techniques to decrease resultant wastewater, and to avoid flushing of spills to deeper soil layers. Develop a stormwater management plan to ensure compliance with regulations and prevent off-site migration of contaminated stormwater. By adopting the proposed control measures, the impacts on groundwater contamination from pesticide use would be Negligible (1C). Retrieval of 3m3/s of water from the existing tunnel The retrieval of 3m3/s of water between Joun Lake and Joun HEP, is not expected to cause adverse effect on the generation of electricity. Water was allocated to Greater Beirut by a presidential decree since 1970. It was diverted to the downstream stretch of the Awali because the Project was not implemented at the time. Otherwise the diverted water is not part of the Awali river flow. The design of the Joun HEP constructed post that date took into consideration the retrieval of this amount of water in the future from the existing tunnel connecting the Joun Lake with the HEP. The operational plan of the three HEPS, Markaba, Awali and Joun are placed ahead depending on needs. Following this plan, the water is collected accordingly in Joun and Annan Lake to meet the demand. According to the Litani River Authority, the retrieval of 3m3/s will definitely be accounted and compensated for in the upstream planning. As for the section of Awali downstream the HEP, there will be no direct impact on agricultural lands on sides of the river that are using its water for irrigation purposes. The amount of flow diverted back to the river is fully in control of the HEP despite the retrieval of the amount required for the Awali Project. According to the Litani River Authority, the diverted flow ranges from 4 to 30 m3/s. There has never been any complaint related to scarcity of water from the side of local farmers even during minimal levels of diverted flow. In Winter there will be no impact considering a flow of 30 m3/s. In summer a potential adverse impact might arise at the expense of making potable water available to a larger segment of the Beirut area. By looking at the above analysis of the existing scheme upstream and downstream the Joun HEP, the impact from retrieval of the 3m3/s of water during Operation is anticipated to be Negligible (1B). Apart from the project impacts on water resources, it should be noted that existing infrastructure such as the Naameh landfill could impact the project itself and threaten the quality of supplied water. This could occur in the event of leakage leachate downstream towards the tunnel. Monitoring wells have been placed downstream the landfill to monitor water and detect any leakage. Regular monitoring reports are being submitted to CDR. According to CDR; no leakage of contaminants has ever been reported. This matter will be further investigated and documents supporting the above statement shall be provided in the final ESIA report. Measures such as concrete lining of the tunnel have already been considered in the design of the tunnel, however, further mitigation measures should be planned for this strip of the tunnel, and these could include: Regular review of the data of monitoring wells upstream the strip of the tunnel lying downstream the land fill; Giving additional consideration for the subject strip during maintenance of the tunnel; Checking for any fissures or fractures in the tunnel wall during maintenance. Potential Impacts on Biodiversity As described in previous sections, the Project's Construction phase involves as sequence of extensive heavy earth-moving activities including mainly site clearance, grading, grounding as well as mining operations (drilling/ blasting) and tunneling works so as to build the Project's land-based surface structures and underground linear facilities. Similar to the Assessment Area's existing environmental receptors (soil, landscape and visual environment among others), Project-related environmental impacts on biodiversity, specifically on the floral cover, are anticipated during Construction principally due to site clearing and excavation activities while no major adverse impacts are anticipated during Operation given the automated nature of most components of the Project and the type of the proposed development. During Construction, the potential negative impacts are listed in the following  REF _Ref263618746 \h  \* MERGEFORMAT Table 75. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 5 Potential Negative Impacts on Biodiversity Impact CauseHabitat loss or destructionConstruction worksAltered abiotic/site factorsSoil compaction, erosionMortality of individualsDestruction of vegetation (Planted fruit trees)Loss of individuals through emigrationFollowing disturbance or loss of habitatHabitat fragmentationHabitat removal and/or introduction of barriers like roadsDisturbanceDue to construction noise, traffic, or presence of peopleAltered species compositionChanges in abiotic conditions, habitats (not present in this case)Vegetation lossSoil contamination due to disposal of oils and waste material In reference to the baseline ecological conditions, a series of site visits was carried out to document the overall potentially affected ecosystems (if any anticipated) by the Project and to assess the status of the existing floral biodiversity at the different planned construction sites: Joun Regulation Structure Washout Wadi Abou Yabes Ouardaniye WTW Nahr Damour Siphon/Washout Khalde Surge Shaft Khalde Tunnel Portal Khalde Flow measurement and tunnel chamber Pipeline Khalde Portal to Khadle Flow Distribution Chamber Khalde Distribution / Connection Chambers Hadath 125 Reservoir Hadath 90 Reservoir Hazmieh 90 Reservoir The planned construction sites fall within the Inferior Mediterranean or Thermomediterranean zones on a calcareous soil in the Carob- Mastic series (for the majority of the sites), the Quercus calliprinos Webb. series (Nahr Damour Siphon/Washout) and Pinus brutia Ten series for the Khalde Flow measurement and tunnel chamber. The trees formation in the majority of the sites (Carob- Mastic series) take the form of garigues composed mainly by Pistacia lentiscus L., Myrtus communis L., and less frequently by Ceratonia siliqua L. This series is sometimes presented by Pinus halepensis Mill. and Pinus brutia Ten. The first degradation stage of this series is composed by tall garigues dominated by Calicotome villosa (Vahl) Link and in localized areas Rhus tripartita (Ucria) D.C. In areas that are more degraded, garigues of Poterium spinosum L. and Phlomis viscosa Poir. are present in rocky places. Generally, the different planned construction sites do not affect any area of special concern, such as those designated as having national or international importance (e.g. world heritages, wetlands, biosphere reserve, wildlife refuge, or protected areas), or lead to the extinction of endangered and endemic species. With the exception of some important species (i.e. native) found in some of the surveyed sites, the majority of the encountered species are ornamental, medicinal and/or edible. An inventory of the species found was made site per site. It should be noted that the inventory listed only the species pertaining to this particular ecological stage and whose habitat corresponds more or less to the local settings in section  REF _Ref263618811 \r \h \* MERGEFORMAT 7.3. Furthermore, the planned Project infrastructures in the rural areas are, in general, expected to be built in already degraded areas (e.g., Joun, washout points at Damour valley) and with some locations such as Wadi Abou Yabes representing a quarry site whereby the ecosystem is already adversely impacted. As for the sites; Khalde (surge shaft and tunnel portal, pipeline corridor, distribution chambers), Hadath and Hazmieh (reservoirs' construction location) situated in the urban areas and whereby other construction activities are on-going, they are also considered highly degraded areas characterized by an insignificant biodiversity. In such locations, the potential negative impacts are considered of Negligible (1C) effect since the Project largely affects degraded lands hence not affecting the native ecosystem of the Assessment Area and its immediate surroundings. However, in some locations, though partly degraded, such as Ouardaniye, are rich in floral species (majority are common) with orchids documented in large amounts. Additional locations of particular significance include Nahr Damour Siphon/Washout (sanded area and area near bridge) and Khalde Flow measurement and tunnel chamber which are characterized by densely forested lands in their surroundings. Project-related impacts with regards to the local biodiversity in these areas relate to the total loss of trees (damage to the forested areas) and native species whereby the conifers Pinus brutia Ten., Pinus halepensis Mill. and Cupressus sempervirens L. are the most abundant formation. Due to the importance of these ecological systems particularly in Khalde (area around flow measurement and tunnel chamber) and part of the Damour River (outskirt of existing recreations) and Ouardaniye and the required site clearance activities, impacts are considered of Moderate effect (3C) when no control measures are adopted during Construction particularly around these forested areas. Mitigation measures to minimize the impacts on the local flora and vegetation include: Preparing an inventory of the plants found in and around the following three sensitive sites, Nahr Damour, Ouardaniye WTW and Khalde flow measurement and sampling chamber. This would be a reference to keep track of all present species highlighting the most endemic and important and those which should be reintroduced following Construction; Limiting vehicular transport to defined roads as to prevent unnecessary damage to vegetation; Preserving top soil excavated by conventional methods (such as drilling); Avoiding introducing invasive plant species (e.g. weeds). All affected areas must be replanted with indigenous species appropriate to the respective sites, by agreement with ecological experts. Provisions for the availability for such plants should be ensured throughout the Project program. Special effort and attention should be given to the following sites: Ouardaniye WTW, Nahr Damour Siphon/Washout and Khalde Flow measurement and tunnel chamber; and Developing an ecosystem rehabilitation plan to regenerate and reintroduce some of the native species of trees (especially at the most degraded areas) present in the studied area, therefore leading to great positive impacts on biodiversity. The planted trees can be either native but not found in the site such as Pinus pinea, Laurus nobilis, Cercis siliquastrum, Spartium junceum, Cupressus sempervirens etc. or native and found in the site as listed in Section  REF _Ref263618836 \r \h \* MERGEFORMAT 7.3. With the proposed mitigation measures in place, the likelihood of the impact will be reduced to Medium and its effect to Minor (2B). Potential Impacts on Archeology and Cultural Heritage In reference to the local archeology along in the Assessment Area, previous studies have been carried out to assess the archeological sensitivity in the Project affected areas via literature review and field surveys (Samir Rebeiz, 1997). Particular concern has been given to the Khalde and Shuweifat areas. With the exception of the Khan Khlade ruins (Tell archeological mound) located outside the Assessment Area, no archeological sensitivities are known to exist in the Project affected areas, whether rural or urban (Matgomery Watson, 1998). It is noted that Joun, Ouardaniyeh, Damour River, Hadath and Hazmieh lack archeological or historical interests. Generally, direct and indirect impacts during Construction associated with the project on cultural heritage and archeological sites include construction works which require the physical excavation (blasting, site clearance, trenching etc.) causing potentially the demolition, alteration of or damage to archaeological resources, whether on surface or below-ground. Given the absence of archeological evidence in the Assessment Area, Project-related impacts on the local archeology are considered Negligible (1A) of insignificant effect. Due to the nature of the archeological evidence in Khalde, which could potentially indicate the existence of archeological ruins along the coastal strip, the following preventive measures are proposed: Prepare a brochure to help crew members recognize any discovery of buried antiquities; Direct reporting to local authorities in case of new findings during Construction and proper documentation of historic sites; ensure close coordination with the Directorate General of Antiquities (DGA). Potential Socio-Economic Impacts Given the nature of the project which will improve the water supply across the Greater Beirut Area, it is generally envisaged that the overall social and economic impacts will be positive. However, the project is likely to generate social and economic alterations during both construction and operational phases. These are estimated to be both of adverse and beneficial nature. Impacts From Construction Phase During the construction phase, the major negative impacts on the socio-economic characteristics of the area would arise from: Expropriation of land (land take); Temporary nuisance from construction noise; Temporary dust emissions; and Temporary traffic and severance / disturbance of public rights-of-way and access to community resources and services. Impacts from Land Expropriation Expropriation for the project falls under two categories, 1) Full expropriation of land whereby surface structures are to be constructed and 2) establishment of right of way along lots whereby the tunnel is passing underneath. With respect to the first category, major expropriation procedures have been completed by CDR to acquire the required surface areas and most of sites related to the surface structures have been taken over and land owners have been compensated for their land following the Lebanese expropriation law as illustrated in Appendix J. Cadastral survey and lots identification are being carried out to prepare expropriation Decree files for the remaining lands with surface structures and those falling under categories 2. The main impacts expected to arise from future expropriations of land falling under category 1 include permanent and irreversible loss of land and some loss of agricultural greenhouses (agricultural business). Apart from minor agriculture businesses, there will be no loss of any kind of other businesses nor physical resettlement of people as was checked during the social field survey. With respect to land falling under category 2, there will not be actual land take or disturbance of the surface land use. However, there will be restrictions applied to their lots depending on depth of tunnel beneath such as prohibition of placing deep foundation and prohibition of drilling wells. The impact from land expropriation is considered Significant with a high likelihood of occurrence (4C). Recommended mitigation measures to minimize the impacts include the following: Consultation with potentially affected communities prior to expropriation procedures; Fair and full compensation for land and other assets expropriated for the project in the public interest as stated in the Lebanese expropriation law. Compensation to local farmers who lost their agricultural lands (loss of livelihood); Preparation of a Resettlement Action Plan (RAP) (ongoing) as per the World Bank standards. This aims at identifying the mitigation measures to be taken and specifies the legal and institutional framework responsibilities that, together, will ensure that all losses incurred by the taking of land are fully compensated and do not face any kind of diminution of livelihoods or assets. By applying the above recommended measures, the impacts are reduced to a Medium likelihood of Moderate effect (3B). Impacts from construction noise Noise is generated by different sources during Construction. The most important sources are machinery, transport vehicles, and earthmoving equipment. Blasting activities (e.g. explosives) are also considered point sources for noise generation for this project due to the predominantly rocky ground features of the sites. Noise is considered an issue because of the impact that noise emissions have on the quality of life for members of the public living or working nearby. The main sources of noise associated with the transportation activities include the delivery of primarily material. Typical noise levels associated with trucks are reported at 74 dB(A) according to the British Standard for Noise and Vibration Control on Construction and Operation Sites (BS5228:1997). These levels are normal in general construction sites (that can go up to 85-90 dB(A). The noise impacts are considered temporary in nature. Typical sound level pressures recorded from various equipments at a construction site are illustrated in  REF _Ref263618996 \h  \* MERGEFORMAT Table 76 for indicative purposes. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 6 Typical Sound Pressure Levels Reported from Construction Equipment (BS5228:1997) CONSTRUCTION TYPEMACHINESNOISE LEVEL (dBA)*Earth MovingCompactors78Front Loaders / Bull Dozers88Backhoes76Tractors71Scrapers82Caterpillar Graders84Pavers74Dump Trucks74Excavators78Material HandlingConcrete Mixer76Concrete Pumps81Cranes81StationaryPumps82Generators82Compressors85Noise levels of 85 to 90 dB(A) Leq would not be unusual close to the main activity areas. These levels would however fall to between 50 to 56 dB(A) at 500 meters from the work area based on previous experiences. Construction activities are likely to be confined to daytime and noise and the noise levels will only affect potential receptors for a relatively short time. Noise impacts will arise through either noise and/or vibration changes or through exceeding allowable noise levels/limits. Different impacts may arise at the different resources and receptors, the impacts will therefore be considered on an individual basis. Potential noise and vibration impacts during construction include: Noise and vibration from activities carried out on the surface (including station works); and Noise associated with off-site heavy vehicle and other type of heavy moving equipment that will be used to transport materials to construction sites and remove or relocate excess excavated material; The likelihood for noise impacts to occur is High (C). With no control measures in place, the impacts associated with this activity will be of short-term duration and of Minor effect (2C) and will require mitigation. The following measures can be considered in order to control and or minimize the noise impacts: Fitting all machinery and vehicles effective exhaust silencers; Maintaining all machinery and vehicles in good repair and in accordance with the manufacturers instructions. Limit the working hours when near sensitive sites (schools, residential units, , etc.); Proper selection of equipment for the specific task considering the lowest sound power level; Maintenance of equipment as not to create unnecessary noise owing to mechanical problems; Operation of equipment in a manner considerate to the ambient noise background; Avoidance of leaving equipment idling unnecessary; Elimination of tonal, impulsive or low frequency noise through noise control engineering techniques where feasible (e.g. dampers, fitting of mufflers, etc.); Provision of alternative methods if necessary (substituting hammering actions with hydraulics); Provision by the Contractor of adequate buffer zone with sensitive populations in the Assessment Area; and Mandatory use of noise plugs during noisy activities. By adopting the above proposed mitigation measures (buffer zones), the noise impact is predicted to become Negligible and reversible (shutdown and elimination of noise sources). Accordingly the impact is foreseen to be Negligible (1B). Impacts from dust emissions The primary sources of dust generation would be related to construction and project handover activities. These sources include a combination of on-site excavation and civil works such as compaction, trenching and backfilling activities, contact of construction machinery with uncovered soil and exposure of bare soil and soil piles to wind. These activities are expected to result in the disturbance of surface soil hence increasing the atmospheric dust levels. Other sources of emissions may consist of exhaust from diesel engines of earth moving equipment, as well as from open burning of solid waste on-site. Impact from dust emissions were discussed in Section  REF _Ref263671503 \r \h  \* MERGEFORMAT 7.3.2. Impacts from Traffic during construction Construction of the surface structure sites as well as the tunneling activities will require involvement of heavy traffic including machinery, labor transport buses and cars. These are expected to cause increase in traffic towards and from proposed sites of construction. This will have definitely an adverse impact on the local community living nearby the construction sites. Having a measurable effect on the livelihood during the anticipated three years of construction and a High likelihood to occur, the impact from traffic during construction is rated as Significant (4C). The following measures can be put in place in order to minimize the adverse effects: Liaising with community and government by a dedicated resource in the field throughout the duration of the project (i.e. establishing a complaint register to document potential public complaints. The register should include 1) A description of the complaint; 2)Time and date; 3) Name, address and contact details of the person complained and 4) Actions taken to address the complaint with assigned timeframe for completion Clearly identify the project footprint to avoid accidents during further development of the area particularly in the designated and construction sites. Having a Traffic Management Plan (TMP); Allowing only certified and trained drivers to carry out transportation related activities; Having an Emergency Response Procedures in place; and Having a maintenance program to all vehicles associated with construction activities. By applying the above recommended measures, the impacts are reduced to a Medium likelihood of Moderate effect (3B). Moreover during the construction phase, direct positive impacts are anticipated and include: Creation of new job opportunities, purchasing of goods and supplies to serve the camp and logistic support could have indirect positive impacts on neighboring villages. Support for development and growth in the region and Lebanons economy by creating opportunities for local businesses in the supply of goods and services; and Creation of opportunities for local businesses in the supply of goods and services. By creating job opportunities for locals during civil works, providing rental lodgings for laborers and catering services (selling of local products), anticipated impacts would be considered short-term yet Beneficial. Impacts From Operational Phase The project is expected to bring overall benefits to the public through provision of sustainable water supply and proper distribution network. Villages along the tunnels will also benefit from the supplied water through designated points for connection to local distribution networks. The existing wastewater infrastructure in Greater Beirut will be rehabilitated and improved to absorb the increased supply in water. About 187 km of network pipelines are to be installed and rehabilitated across Greater Beirut. Moreover, the additional supply expected to meet the Citys demand for the future will limit the exploitation and distribution of brackish water that was causing corrosion of deterioration of pipelines in regions suffering from seawater intrusion. Other direct positive impacts can also be anticipated and these include creation of job opportunities for operational purposes such as the treatment plant and maintenance of the chambers and tunnel. One of the main potential long-term negative impacts arising from the operational phase is related to noise generation at the Ouardaniye treatment plant and the designated pumping stations associated with the distribution network ion Greater Beirut. The average noise level in the Ouardaniye WTW is 52dB(A), with maximum reaching up to 72dB(A) and minimum being 43dB(A). High values are mainly due to passing traffic, mosques' call for prayer, air traffic and the local Sibline Cement Factory which is nearby on the opposite side of the valley. As for the pumping stations to be associated with water reservoirs, they are generally located in highly urbanized areas whereby baseline noise levels can reach up to 70 dB(A) or more depending on the type of on-going activities. Being of high noise levels at baseline conditions, the above described areas are not expected to suffer from significant impact from noise generation. The impact is rather rated as Moderate (3C) with high Likelihood to occur. To minimize additional noise generation at the mentioned sites, the following measures are proposed: Fitting all equipment and pumps with effective exhaust silencers Proper selection of pumps for the specific task considering the lowest sound power level; and, Maintenance of pumping stations as not to create unnecessary noise owing to mechanical problems Insulating generator rooms and engines. By adopting the above proposed mitigation measures, the noise impact during operation is predicted to become Negligible (1B). Another potential adverse impact is that of the retrieval of 3m3/s of water between Joun Lake and Joun HEP, which possibly affect other water uses and users in the area. This has been discussed earlier in Section  REF _Ref263681856 \r \h 7.5.2 Summary of the Environmental & Social Impact Assessment before and after Mitigation  REF _Ref263619252 \h  \* MERGEFORMAT Table 77 summarizes the impacts of the Project on its surrounding environment assuming no mitigation measures are undertaken in an Environmental Impact Severity Matrix (EISM) whereas  REF _Ref263619853 \h  \* MERGEFORMAT Table 78 presents the EISM of the project when control and mitigation measures are adopted. Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 7 Environmental Impact Assessment without mitigation measures Activity / Source of the ImpactUnmitigated ImpactsReceptorAir QualityLandscape and Soil QUALITYwater RESOURCESBiodiversityNoise ArcheologicalSocio-Economic & Public healthConstruction PhaseCCombustion and Exhaust Emissions3C3CDust Generation4C4COpen Burning of solid waste2A2AProject Footprint2C1A2BConsttruction works4C2C2BExcavation and tunneling works4C4C4C3C2C1A2BBlasting4C4C4CSolid and Liquid waste generation4C4CAccidental Spill of Fuel, Oil and Chemicals4B4CLand Expropriation4CTraffic4C4COperation PhaseCCombustion and Exhaust EmissionsOpen Burning of solid wasteSolid and Liquid waste generation4C3C4CAccidental Spill of Fuel, Oil and Chemicals3CSludge Generation1CWater Pumps3C3CRetrieval of 3m3/s of water upstream Joun HEP1C1CTrafffic2B2BlegendConsequencesLikelihoodAcceptability1 - Negligible4 SignificantA LowBeneficial2 - Minor5 CatastrophicB MediumNegligible with minor mitigation3 - ModerateBeneficialC HighMinimize ImpactsUnacceptable Table  STYLEREF 1 \s 7 SEQ Table \* ARABIC \s 1 8 Environmental Impact Assement with mitigated measures Activity / Source of the ImpactMitigated ImpactsIndicatorAir QualityLandscape and Soil Qualitywater ResourcesBiodiversityNoise ArcheologicalSocio-Economic & Public healthConstruction PhaseCCombustion and Exhaust Emissions2C2CDust Generation2C2COpen Burning of solid waste2A2AProject Footprint1C1A1BConsttruction works2C1B1BExcavation and tunneling works2C2C2B2B1B1A1BBlasting2C2C2BSolid and Liquid waste generation2A2AAccidental Spill of Fuel, Oil and Chemicals2A2BLand Expropriation3BTraffic3B3BOperation PhaseCCombustion and Exhaust EmissionsOpen Burning of solid wasteSolid and Liquid waste generation2A1C2AAccidental Spill of Fuel, Oil and Chemicals1CSludge Generation1CWater Pumps1B1BRetrieval of 3m3/s of water upstream Joun HEP1C1CTrafffic1C1ClegendConsequencesLikelihoodAcceptability1 - Negligible4 SignificantA LowBeneficial2 - Minor5 CatastrophicB MediumNegligible with minor mitigation3 - ModerateC HighMinimize ImpactsUnacceptable Environmental Management Plan Introduction This section presents the proposed Environmental Management Plan (EMP) for the Awali- Beirut Water Conveyor Project. The EMP summarizes the main impacts and control measures that were identified in the Impact Assessment section, particularly: Mitigation measures to be implemented during the construction and operation phases; References to Control Guidelines and Standards; Responsibilities for the Implementation of the Plan; Verification, Monitoring and Training requirements; and Record Keeping and Documentation Requirements. The overall objectives of the EMP are 1) to ensure the Projects compliance with Lebanese legislation and CDRs requirements; 2) to provide a basis to carry out monitoring activities and compliance inspection programs; and 3) to support the Contractor, CDR and relevant stakeholders in the implementation of mitigation and monitoring plans. The EMP may be revised and modified throughout the Project lifetime. Environmental and Social Management Plan (ESMP) This section comprises a priority list of the most important measures that CDR should adopt to ensure a practical, cost-effective and appropriate approach to impact mitigation. However most of these measures are already included in the CDRs HSE regulations. All the proposed mitigation measures shall be implemented by the contractor as part of the contract requirement and clauses, thus it should be included in the Tender documents. It is also highly recommended that contractors be required to prepare a Construction Environmental Management Plan (CEMP) that reflects how the contractor intends to implement the EMP during construction. An outline of a CEMP that contractors could follow is proposed in Appendix K. The tender documents should also be formulated in a way to secure the implementation of the EMP, by for example requesting a specific cost for implementation. Experience has shown that Lebanese contractors have very limited experience in implementing EMPs. Also the enabling environment for EMP implementation, including enforcement of its implementation, is generally weak, leading to a loose implementation of such management plans. Proposed mitigations for construction & operation impacts are summarized in  REF _Ref204497455 \h Table 81 and to ensure that the residual adverse impacts resulting from the works will be reduced to an acceptable level, whilst maximizing the benefits of the project. In addition, the ESMP identifies additional measures to be implemented during the construction and operation phases of the project Table  STYLEREF 1 \s 8 SEQ Table \* ARABIC \s 1 1 Environmental and Social Management Plan (ESMP) PROJECT ACTIVITYPOTENTIAL ENVIRONMENTAL IMPACTSMitigation Measures Institutional Responsibilities (incl. enforcement & coordination)Cost estimateConstruction Environmental and Social Management Plan (CESMP)Site Clearance/ Excavation Drilling/blasting, pipeline construction and tunnel boring works (to a lesser extent) Solid and liquid waste generation from camp operations (such as sanitary facilities and kitchen) and pipelines pressure testing) Accidental chemical / oil spills or leaks (from excavators and tunnel boring machine)Disturbance to land/landscape (Land scaring from Project Footprint) Compromised Visual Amenity Contamination of soil quality.Limiting the land clearance area required for pipelines in the vicinity of forested areas of Khalde; Planning and marking access routes and adopting minimum safe operating width Using existing tracks/ routes to reduce the size of the impacted area; Minimizing (whenever possible) the time and space of heavy machinery use and constructing intensive activities and using whenever possible existing and previously disturbed land and roads to access site and avoiding off-road driving, areas crossing wadis or that are prone to erosion; Avoiding excessive removal of topsoil and minimizing grading and clearing of vegetation; Stabilization of topsoil and spoil stockpiles along the pipelines previously removed during excavation works and using it as cover material whenever possible during backfilling and site restoration; A preliminary project handover and restoration plan should be developed that identifies disposal options for all equipment and materials, including products used and wastes generated on site; Project handover (end of Construction) should comprise the complete closure of the labor camps including the removal of all equipments and vehicles and other fixtures and infrastructures and covering of trenches and restoring of all sites to original state. Reduce the use of blasted debris as much as possible and allow backfilling and site restoration from topsoil and spoil excavated by conventional methods (such as drilling) and generated by the tunnel boring works; Implementation: Contractor. Supervision: ESMNo cost incurredPerform a soil sampling campaign in the Project affected areas, specifically where blasting activities took place, in order to document the soil conditions (physic-chemical characteristics, petroleum contamination, etc.) following the cessation of construction worksEnvironmental Consultant (to be hired by CDR)1500Loading and Unloading operations (at construction sites and spoil handling facilities) Truck transportation (haulage) Operation of on-site diesel-fuelled generatorsIncrease in ambient dust levels (fugitive dust emissions) Increase in combustion/exhaust emissions (release of combustion gases, NOx, CO2,SO2, CO)All vehicles, plant and equipment engines shall be properly maintained in accordance with the manufacturer's instructions to maximize combustion efficiency and minimize emissions; Usage of vehicles/machines equipped with exhaust emission control units; All trucks transporting material likely to generate dust should be properly covered according to Lebanese requirements; Maintenance and reporting of monthly fuel consumption records; Any machinery, which is intermittent in use, should be shut off in periods of non use or, where this is impracticable to be throttled back to a minimum; Small combustion source emissions (with a capacity of up to 50 megawatt hours thermal (MWth)) should adhere to the IFC emission standards for exhaust emissions in the General EHS Guidelines and MoE Decision 8/1 of 2001, whichever stricter; Combustion source emissions with a capacity of greater than 50 MWth should comply with the IFC EHS Guidelines for Thermal Power; Implement proper dust control measures. Measures will include the damping down of dust if excavations are occurring in high winds, rig dust suppression units and the covering piles of excavated material to prevent mobilization (with nets or matting); Efficient scheduling of deliveries as well as establishing and enforcing appropriate speed limits over all paved and unpaved surfaces (< 40 km/h) via a Traffic Management Plan (TMP) approved by the Project Proponent.Implementation: Contractor. Supervision: ESMNo cost incurredDrilling/blasting, pipeline construction Vehicular movement and Equipment operationIncrease in ambient noise levelFitting all machinery and vehicles with effective exhaust silencers; Maintaining all machinery and vehicles in good repair and in accordance with the manufacturers instructions; Limit the working hours when near sensitive sites (schools, health care unit, etc.); Proper selection of equipment for the specific tasks considering the lowest sound power level; Maintenance of equipment as not to create unnecessary noise owing to mechanical problems; Operation of equipment in a manner considerate to the ambient noise background; Avoidance of leaving equipment idling unnecessary; Elimination of tonal, impulsive or low frequency noise through noise control engineering techniques where feasible (e.g. dampers, fitting of mufflers, etc.); Provision of alternative methods if necessary (substituting hammering actions with hydraulics); Provision by the Contractor of adequate buffer zone with sensitive populations in the Project Area; Mandatory use of noise plugs during noisy activities and Proper communication with receptors whenever highly noisy events are plannedImplementation: Contractor. Supervision: ESMNo cost incurredVehicular movement & Truck Trips/HaulageTraffic congestionLiaising with community and government by a dedicated resource in the field throughout the duration of the project (i.e. establishing a complaint register to document potential public complaints. Clearly identify the project footprint to avoid accidents during further development of the area particularly in the designated and construction sites. Having a Traffic Management Plan (TMP); Allowing only certified and trained drivers to carry out transportation related activities; Having an Emergency Response Procedures in place; and Having a maintenance program to all vehicles associated with construction activities.Implementation: Contractor. Supervision: ESMNo cost incurredFuel, Oil and Chemical Handling and Storage Contamination of soil quality and groundwater resourcesStorage Where appropriate, fuel, oil and chemicals stores will be sited in specific designated areas on site on an impervious base within a suitably contained area; The fuel storage facilities will have a secondary containment, such as a berm, capable of holding the capacity of the largest container plus 10% to accommodate rainfall; Fresh oil and waste oil will be segregated and stored separately to prevent a potential risk of mixing; All storage tanks will be positioned to minimize the risks of damage by impact; All storage tanks will be of sufficient strength and structural integrity; No storage tank will be used for the storage of fuel, oil or chemicals unless its material and construction are compatible with the type of materials to be stored and storage conditions (e.g. pressure and temperature); Drip trays will be installed underneath equipment such as diesel generators, transformers to contain leakage. The drip trays will be maintained and kept drained of rainwater; and All fuel and oil will be inventoried and use recorded. Refueling Supervision of refueling at all times by appropriate personnel: Checks to fill hoses, valves and nozzles for signs of wear and tear prior to operation; Checks to tank levels prior to delivery to prevent overfilling through side glass or manually by dipstick logs; Locating fill pipes within the containment (unless shut-off valves are fitted); Grounding of tanks and grounding of vehicles during fuel transfers; and Ensuring a supply of suitable absorbent materials is available at re-fuelling points for use in dealing with minor spills. If a leak or spill occurs during loading or offloading operations, the operations will be stopped and the spill will be contained, cleaned up and collected based on the Spill Response Plan. Chemicals Personnel handling chemicals will be trained in their handling and use and aware of the associated hazards including the personnel protective equipment (PPE) requirements through pre-task instruction. Material Safety Data Sheets (MSDS) for all chemicals supplied will be held at the storage area, the point of use and by the site medical staff and site ES&SR representative; Safety signage will be in place; All chemical deliveries (loading and unloading operations) will be supervised at all times and will be transferred to a secure storage area without delay; Storage of chemicals will be sited on designated areas at the site; an inventory of all chemicals on site will be kept and use will be recorded. Chemicals will be properly packaged, labeled and stored; Dangerous/hazard chemicals will be stored separately; Chemical storage drums will be in good condition and with sealed bungs. All used drums will be washed / flushed with water and pierced before leaving the site to prevent local use and subsequent exposure to contaminants if they are not able to be returned to the original supplier. All tanks and containers will be clearly labeled with the nature of the contents and placarded with the MSDS. The storage of chemical products in containers or on palettes equipped with plastic dust cover against severe weather. Chemicals will be shaded. Chemical storage drums and packaging are to be returned to the original supplier in an orderly fashion i.e. palletized and shrink wrapped.Implementation: Contractor. Supervision: ESMNo cost incurredWaste ManagementContamination of soil quality and groundwater resourcesCDR shall promote the use of a Licensed Municipal Waste Facility in coordination with MoE. All personnel shall be responsible for ensuring that standards of good housekeeping are maintained. This will include clearance of all rubbish and work associated debris; Contractors to include a waste management plan as part of CEMP. And CDR to ensure that solid waste management is included in the contractors agreement. Implementation: CDR/Contractor. Supervision: ESMNo cost incurredSite clearance /excavation and spoil stockpiling activities Accidental spills Tunneling activities Contamination of groundwater QualityClean up spills if any with an absorbent material such as cat litter. Develop a contingency plan to prevent potential groundwater contamination. Passing water resulting from tunneling and excavation through oil separator prior to discharge in the event that it has been contaminated with oily residues. Minimize the planned amount of land to be disturbed as much as possible. Use special construction techniques in areas of steep slopes, erodible soils, and stream crossings. Reclaim or apply protective covering (e.g., vegetative cover) on disturbed soils as quickly as possible. Avoid creating excessive slopes during excavation and blasting operations since these activities accelerate water percolation into ground. Monitor construction near aquifer recharge areas to reduce potential contamination of the aquifer. Disposal of excess excavation materials in approved areas to control erosion and minimize leaching of hazardous materials. Impose site-specific Best Management Practices, potentially including silt fences, hay bales, vegetative covers, and diversions, to reduce impacts to surface water from the deposition of sediments beyond the construction areas. Immediate implementation of the Oil spill response plan in case of accidental events.Implementation: Contractor. Supervision: ESMNo cost incurredSite clearance /Excavation Vehicular movementDestruction of natural habitat (loss of forested areas and few native flora species)Develop a detailed plants Inventory at the 3 identified sensitive sites (Ouardaniye WTW, Nahr Damour Siphon/Washout and Khalde Flow measurement and sampling chamber) prior and post construction activities commencement as part of CEMP; Developing an ecosystem rehabilitation plan to regenerate and reintroduce some of the native species of trees (especially at the most degraded areas) present in the studied area, therefore leading to positive impacts on biodiversity. Implementation: Biodiversity expert. 1200Special effort and attention should be given to the 4 sensitive sites Limiting vehicular transport to defined roads as to prevent unnecessary damage to vegetation; Preserving top soil excavated by conventional methods (such as drilling); Avoiding introducing invasive plant species (e.g. weeds). All affected areas must be replanted with indigenous species appropriate to the respective sites; and Implementation: Contractor. Supervision: ESM Biodiversity expertNo cost incurredPhysical excavation (blasting, site clearance, trenching)Demolition, alteration of or damage to archaeological resources, whether on surface or below-groundPrepare a brochure to help crew members recognize any discovery of buried antiquities; and Archaeologist500Direct reporting to local authorities (DGA) in case of new findings during Construction and proper documentation of historic sites.Implementation: Contractor. Supervision: ESMNo cost incurredLand ExpropriationPermanent and irreversible loss of land and some loss of agricultural greenhouses (agricultural business) Temporary severance / disturbance of public rights-of-way and access to community resources and services.Consultation with potentially affected communities prior to expropriation procedures. Fair and full compensation for land and other assets expropriated for the project in the public interest as stated in the Lebanese expropriation law (Law No. 58/1991 and its amendments (2006)).. Compensation to local farmers who lost their agricultural lands (loss of livelihood); Preparation of a Resettlement Action Plan (RAP) (ongoing) as per the World Bank standards.ESMNo cost incurredOPERATION ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN (OESMP)Fuel and Chemicals handling & storageContamination of soil quality and groundwater resourcesSelecting appropriate locations for septic tanks installation as to avoid leakage and contamination of groundwater. Immediate cleaning of a spill by removing affected top soil layer by trained employees Continuous in-situ sampling of soil in the vicinity and underneath the spill for potential contaminant; and Stopping the source of spill (close valve, seal pipe, seal hole etc); Refueling in a designated fueling area that includes a temporary berm to limit, if not prevent, the spread of any spill.Implementation: WTW operator Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurredWastewater generation (sanitary/process)Contamination of soil quality and groundwater resourcesCDR should commission local contractor for the collection of domestic wastewater and disposal to nearest public sewerage network ( Frequency will be based on septic tank volume)Implementation: Local contractor Supervision year of operation: ESM After project handover: Environmental representative from BMLWWA200 (unit cost)Adopting as much as possible dry cleaning techniques to decrease resultant wastewater, and to avoid flushing of spills to deeper soil layers. Develop a stormwater management plan to ensure compliance with regulations and prevent off-site migration of contaminated stormwater.Implementation: WTW Operator Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurredLeaching from Naameh landfillContamination of groundwater qualityRegular monitoring wells data inspection for the section of the tunnel lying downstream the land fill Giving additional consideration for the subject strip during maintenance of the tunnel Checking for any fissures or fractures in the tunnel wall during maintenanceDuring the first year of operation: ESM After project handover: Environmental representative from BMLWASludge handling and disposalContamination of groundwater resourcesDesign considerations for sludge management include dewatering and thickening processes prior to disposal. Re-use of separated water at the inlet of the WTW instead of discharge of liquid effluent to wadis. In the event of effluent discharge into the Wadi (following sludge dewatering), the former should comply with the Lebanese new standards for discharge into receiving water bodies (Decision No. 8/1). Investigate the disposal of sludge cake to the Naameh landfill instead of quarry rehabilitation. (In the latter case, potential for percolation/leaching into groundwater).Implementation: WTW Operator Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurredOperation of pumping stationsNuisance to noise-sensitive receptorsFitting all equipment and pumps with effective exhaust silencers Proper selection of pumps for the specific task considering the lowest sound power level; and, Maintenance of pumping stations as not to create unnecessary noise owing to mechanical problems Insulating generator rooms and engines.Implementation: WTW Contractor Supervision: During the first year of operation: ESM After project handover: Environmental representative from BMLWWANo cost incurred ESMP Implementation Plan The Ministry of Energy and Water (MoEW) is the administrative authority in charge of this project. It will have a Project Steering Committee headed by H.E. the Minister with representatives from key stakeholders including the Ministry of Finance, a representative from CDR, and an Operations Advisor . They will meet once quarterly to review progress on the project. The Project Steering Committee will be assisted by an Operations Advisor, a Monitoring & Evaluation specialist and an administrative assistant. The Project Management Unit (PMU) which will act as secretariat to the Project Steering Committee, will be hosted bythe BMLWWA and will consist of a project coordinator/senior engineer, a procurement specialist, financial management specialist and environmental and social Manager (ESM). The ESM will be in charge of coordination, monitoring and supervision of the EMP and all land acquisition and resettlement activities. A major responsibility of the PMU will be strengthening and professionalization of utility management. In order to ensure the proper implementation of the proposed ESMP during the project construction and operation phase, it is essential to maintain proper environmental monitoring. For this purpose, qualified personnel must be designated for every institution involved in construction and operation of this project, as detailed below. Roles and responsibilities Roles and responsibilities of the different institutions involved in the construction and operation of the project with respect to the implementation of the EMP are summarized in  REF _Ref263666526 \h Table 82. Table  STYLEREF 1 \s 8 SEQ Table \* ARABIC \s 1 2 EMP Implementation Plan INSTITUTION/BODYROLES AND RESPONSIBILITIESSteering CommitteeOverall responsibility of the implementation of the ESMP ESM is responsible to ensure that contractors and consultants involved in the project follow and implement the ESMP; ESM shall review and approve CEMP prepared by contractors ESM shall coordinate with MoE to ensure appropriate reporting of ESMP implementationEngineering ConsultantsEnsure EIA findings and ESMP considerations are properly taken in the detailed engineering design and properly integrated in the tender documents Tender documents to contractors should include clauses and means to ensure contractors are held accountable for EMP implementationContractorsPrepare a Construction Environmental Management Plan (CEMP) that details how the contractor shall implement the provisions of the EMP Provide a field HSE officer to ensure implementation of CEMP as well as CDRs HSE guidelines Liaise with ESM and regularly report on implementation of EMP Immediately report to ESM and supervision consultant in case of accidents, spills or other events which have health, safety or environmental implications In case of incidents, contractors should fill an incident records form, including how the incident is planned to be addressedSupervision consultantsSupervise the contractors implementation of CEMP and HSE regulations Prepare a checklist to be approved by ESM and used to supervise contractors works Coordinate closely with ESM on all site HSE issues Review and approve contractors EMP reports prior to submittal to ESMCapacity Building Training Needs during Construction Phase In order to ensure a proper and effective implementation of the CEMP, It is particularly important to undertake a training program for every contractor regarding preparation of CEMP & its implementation. Training sessions for every contractor will be conducted prior to the commencement of the construction works and it shall focus on the following topics: Implementation of CDRs HSE guidelines; Air Quality Management; Water Quality Management; Water Consumption; Solid Waste Management; Hazardous waste management; and Emergency plan The training sessions will also include representatives from the MoEW , BMLWWE and the PMU. The cost of these training sessions is 30,000 USD. Training Needs during Operation Phase Six months prior to the end of the 2 years operation period, a training session concerning water quality monitoring shall be conducted by a qualified training expert for BMLWWE in order to ensure the proper monitoring of the WTW water quality. The training session shall concentrate on the following: Sampling protocols; Quality Assurance (QA)/ Quality Control (QC); and Reporting & Interpretation. The estimated cost for this training is 8,000 USD. Verification & Monitoring Monitoring and Inspection Plan during the Construction Phase As part of the Construction Environmental Monitoring Plan, a series of environmental variables are proposed to be monitored at varying frequencies depending on the parameter. Monitoring and site inspections are required particularly where the environmental and social Impact is thought to be most important, in particular: Near sensitive sites; At working sites and base camps; Vehicle routes; At all possible locations of potential leakage risk; and At all point sources of waste generation. The parameters to be monitored during construction will include: Traffic flow Ambient air quality Damour Surface and groundwater quality Biodiversity Additional source of information is through ongoing visual inspection. The site HSE officer should continuously check for unsafe acts and activities that transgress the requirements specified in the EMP. At the same time some potential impacts are difficult to monitor quantitatively, such as soil erosion and waste management. The ongoing inspections by the site HSE officer provide valuable qualitative information on effects such as these so that action can be taken to mitigate against further potential effects. Visual site inspection shall include: Landscape Archaeology Waste Management Health, safety and Hygiene  REF _Ref263436471 \h Table 83 summarizes the proposed detailed monitoring and inspection plan during the construction and operation phases. The detailed plan for water quality monitoring during operation phase is presented in  REF _Ref268080638 \h Table 84. Table  STYLEREF 1 \s 8 SEQ Table \* ARABIC \s 1 3 Construction and Operation Monitoring Plan Environmental ComponentParametersFrequencyLocationResponsibilityUnit cost (USD)Total Cost(USD)DURING CONSTRUCTIONTraffic FlowContinuous vehicles counting for 24 hours.BiannuallyExcavation, blasting and construction sites Sites where traffic deviation are expectedTransportation consultant (to be hired by CDR) Can be added to scope of supervision engineer4,000 per report32,000Ambient Air QualityPM10, SO2, NOx for 24 hoursBiannually4 locationsEnvironmental Consultant (to be hired by CDR) Can be added to scope of supervision enigneer4,00032,000Noise LevelsLeq, Lmax, Lmin (dBA)MonthlyNoise sensitive locationsSite HSE officerN.A.N.A.Solid wasteWaste type Waste generated Waste reused Waste transported for offsite reuse/recycle Waste disposed Method of disposalWeeklyExcavation, blasting and construction sitesSite HSE officerN.A.N.ADamour Surface and ground Water QualityTPH and heavy metalsBefore work commencement: 3 surface water samples & 3 groundwater samples Post work cessation: 3 surface water samples & 3 groundwater samples.Damour riverEnvironmental Consultant (to be hired by CDR) Can be added to scope of supervision enigneer800/ sample9,600ArchaeologyAt affected sitessporadic Excavation, blasting sitesArchaeology expert to be hired by CDR Can be added to scope of supervision engineer5,000 per year20,000Biodiversity Plant inventory2 (before and after construction activities)4 sensitive sites (ouardaniye WTW, NAhr Damour Siphon/ washout and khalde flow measurement and tunnel chamber)Biodiversity expert Can be added to scope of supervision engineer10,00020,000 Health safety environment and HygieneContinuousExcavation, blasting and construction sitesSite HSE officerN.A.N.ACapacity Building and TrainingsOnce prior to the commencement of construction works. 1 training session for each contractorBMLWETraining Specialist (to be hired by CDR)10,00030,000SUBTOTAL 1143,600 USDDURING OPERATIONTreated Water QualityPhysico-chemical, bacteriological parameters, trace metal indicator and TPHMonthlyWTW Outlet; Khaldeh sampling point Reservoirs (3)Operator (PMU then BMLWWE)800/sample4,000/month 48,000/ yearSludge Cake CharacteristicsDry weight and Heavy metalsDuring 1st year ( 4 samples for the four seasons)WTWOperator (PMU then BMLWWE)7503000/yearNoise levelsLeq, Lmax, LminBiannuallyOurdaniye siteOperator PMU then BMLWWE)N.A.N.A.Capacity Building & TrainingsonceBMLWWETraining specialist (to be hired by CDR)10,00010,000SUBTOTAL 261,000 USD/ year Table  STYLEREF 1 \s 8 SEQ Table \* ARABIC \s 1 4 Water Quality Monitoring Plan during Operation Phase Location of monitoring pointsparameters to be monitored frequencystandardWTW OutletpHMonthly6.5 8.5SalinityAlkalinity Conductivity400S/cmNitrates25 - 50 mg/lAmmonium0.05 0.5 mg/lCalcium100 mg/lMagnesium30 50 mg/lSodium20 150 mg/lPotassium10 -12 mg/lSulfates250 mg/lPhosphatesNitrites 0 mg/lIron50 200 mg/lChlorides25 200 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It will provide a scientific basis for establishing or modifying environmental measures in the future for the water sector. The database will record monitoring results during construction and operation phases. It will be developed by the PMU with the assistance of the implementing consultants. Monthly environmental monitoring reports shall be prepared by the PMU to analysis the collected data, assess the monitoring activities, and provide recommendations to ensure the effectiveness of the overall Construction Environmental Monitoring Plan. It is proposed that the PMU prepares quarterly environmental monitoring reports during the first two years of operation (open for renewal depending on the monitoring results). It is proposed that a monthly environmental inspection report be developed by the site HSE officer and presented to the ESM/ PMU. The PMU will review the consolidated monthly report and decide on an appropriate corrective action where this is deemed necessary. Additionally bi-annual comprehensive reports shall be generated by the PMU to present the results of the ESMP implementation activities and assess the adequacy of the proposed mitigation measures. These reports shall be submitted to the MoEW, MoE, CDR and the World Bank. During operation the bi annual reports should include a full synthesis and analysis of the water quality monitoring data within the WTW to assess the effectiveness of the various treatment units/ technologies adopted within the plant and propose potential enhancements to it and lessons learnt for future similar plants. References Montgomery Watson. Awali-Beirut Conveyor Project Feasibility Study Update, April 2010 Montgomery Watson and Engico Consulting Engineers. Awali-Beirut Water Conveyor Project (on BOT basis), April 1998 Montgomery Watson and Engico Consulting Engineers. Awali-Beirut Water Supply Preliminary Design Report, April 1994 Harajli M., 1994. Seismic Hazard Assessment of Lebanon: Zonation Maps, and Structural Seismic Design Regulations. Submitted to the Directorate of Urbanism Ministry of Public Work, Beirut, Lebanon. Nemer T., 1999. The Roum Fault: Extent and Associated Structures. M.S. Thesis American University of Beirut, Beirut, Lebanon Dubertret, 1955. Geologic Map of Lebanon 1/200,000 IFC (International Finance Cooperation of the World Bank Group), 2007a. Environmental Development. April 30, 2007. IFC (International Finance Cooperation of the World Bank Group), 2007b. General Guidelines for Environmental Health and Safety. April 30, 2007. BS (British Standard) 5228:1997. Part 1, Noise and Vibration Control on Construction and Open Sites Appendices Appendix A: Topographic Maps (1/20,000) Appendix B: Location Drawings Appendix C: Satellite Images and Photographs Appendix D: Sludge Appendix E: Noise Raw Data Appendix F: Archaeological Report Appendix G: Social Survey Questionnaires Appendix H: Flyer Appendix I: Consultations Appendix J: Expropriation Appendix K: CEMP Template Appendix L: CDR HSE Guidelines Appendix M: Map of Component 2 Appendix N: EHS Guideline Water Sanitation Appendix O: Water Sampling Analysis Results  Sum of Kjeldahl-N(organic N + NH3),NO3-N, NO2-N  CAS, The National Survey of Household Living Conditions (The Multi-purpose Survey), 2004  Raw Data MoSA, CAS, UNDP, 2006a  CAS, The National Survey of Household Living Conditions (The Multi-purpose Survey), 2004  CAS- The National Survey of household living conditions - 2007  UNDP- National Human Development Report 2008-2009  Millennium Development Report, Lebanon, 2003  Bou Maroun, P.M. Joun: Bride of the Iqlim surrounded by the Awali Waters and an Orange Blossom Fragrance. Lebanese Army Magazine, Issue 239, May 2005. In Arabic.  Their coordinates being (N 33 36' 46.1", E 35 26' 29.0") (N 33 36' 56.2", E35 26' 18.0").  Assuming a generation rate of: 0.5 kg/capita/day of domestic solid waste; and 90l/capita/day of sanitary wastewater.     Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Information PAGE ii Prepared by ELARD Preliminary Assessment Report TECHNIP EIA for the Karbala Oil Refinery FEED Project Project Information PAGE ii Prepared by ELARD in association with Stantec Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Table of Contents PAGE xii Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Executive Summary PAGE XII Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Executive Summary Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Executive Summary Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Executive Summary PAGE XXII Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Introduction PAGE 2-11 Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Legal and Institutional Framework Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Legal and Institutional Framework PAGE 5-27 Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Legal and Institutional Framework Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESiA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESiA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Project Description Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Analysis of alternatives Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Analysis of alternatives Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental and Social Baseline PAGE 5-33 Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Public Consultation PAGE 6-2 Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Public Consultation PAGE 10-16 Prepared by ELARD Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Impact Assessment Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Impact Assessment Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Impact Assessment Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Management Plan Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Management Plan Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Management Plan Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Management Plan Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Environmental Management Plan Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project References Final Report Council for Development and Reconstruction (CDR) ESIA for Awali-Beirut Water Conveyer Project Appendices ELARD Hojeily Center 6th Fl. 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" # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ? @ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~                            ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ? @ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~                            ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ? @ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~                            ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ? @ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u v w x y z { | } ~                            ! " # $ % & ' ( ) * + , - . / 0 1 2 3 4 5 6 7 8 9 : ; < = > ? @ A B C D E F G H I J K L M j o p q r s t u v w x y z { | } ~  Root Entry% F=17l Data  jA3WordDocument$ObjectPool+'@f17=17_1339411911F@f17@f17Ole PIC LPRINTn a  !$()*+-./012356789;<=?@ABCELNn<,>-- FMicrosoft Visio DrawingVisio 11.0 ShapesVisio.Drawing.119qOh+'0 P  Nn 0f  [,6--$d dN N d ----$dN N d d-- .sArialB! mXwaw @wf-32 k'Prepare an Expropriation Plan^/NNN/N'NN'^GN/NN/N'NN'^N"System ̄Xwaw @wf- .-2  Cadastral mapfNNNG'/N'vN- .-K2 -Transcript of land registry of each affected V/NNGG/N''N''NNN'/NNG'/G'N''NNGN'N''NG'NN- .- 2 ggplotNN- .-.2 Limits of proposed projectNv'G'N''N/NNNGNN'N/NNG- .-2 -Affected plots^''NG'NN'NN'---$dCdN N CdC----$dN N CdCd-- .-42 Expropriation Decree signed by^GN/NN/N'NN'fNG/NN'GNNNN'N- .-"2 vconcerned MinisterGNNGN/NNN'vNG'N- .-92 !President of Council of Ministers^/NGNNN''N''fNNNG'N''vNG'N/- .--2 President of the Republict^/NGNNN''N'''NN'fNNNN---$d} dy N y N } d} ----$dy N y N } d} dy -- .-%2 Q BExpropriation Decree^GN/NN/N'NN'fNG/N- .-92 !published in the Official GazetteNNNGNNN'N''NN'n''GN'nNGN''---$L *L ::*L *----$L ::*L *L -- .-=2  $Prepare detailed plans of buildings ^/NNN/N'NN'NNN'NNNG'N''NNNNNG- .--2 g affected by expropriationtN''NG'NN'NG'NGN/NN/N'N---$ddN N d----$dN N dd-- .-E2 )Concerned parties are informed that they fNNGN/NNN'NN/'NG'N/N'N'N/vNN''NN'''NNG- .-72  can cash indemnities due to themGNN'GNGN'NNNvN'NG'NNN''N''NN---$dd!N !N d----$d!N !N dd!-- .- 2 sTakeVNG- .- 2 -- .-92 !Over decision is notified to the nGN/'NNGGNN'G'NN''NN''N''NN- .-+2 O Cadastral AdministrationfNNNG'/N'^NvNG'/N'N---$d&d})N })N &d&----$d})N })N &d&d})-- .- 2 'TakeVNG- .- 2 '+-- .-+2 'ZOver is executed within nGN/'G'NGNGN'NN'f'NN- .- 2 '415 eNN- .-2 'days of NNGG'N'- .-E2 I()date of Notification for Vacant Land and NN'N'N''fN''GN'NN''N/'^NGNN''NNNN'NNN- .-2 ( within f'NN- .- 2 (30 eNN- .-02 (adays for Land and Building NNGG''N/'NNNN'NNN'^NNNN- .- 2 ( (*)e/7---$L } L y :y :} L } ----$L y :y :} L } L y -- .--2 Decree transmitted to an tfNG/NN''/NNGv''NN''N'NN- .-+2 Q Expropriation Committee ^GN/NN/N'NN'fNvv''NN- .-2 composed of GNvNNGNN'N- .- 2 : '- .-2 a judge N'NNNN- .- 2 + R- .- 2 gan 4NN- .-2 engineer NNNNNN/- .- 2 0+ R- .-2  an assessor NN'NGGNGGN---$L L u :u : L ----$L u :u : L L u -- .-72 Expropriation Committee invites ^GN/NN/N'NN'fNvv''NN'NG'NG- .--2 5 owners to a first meetingtNfNN/G''N'N''/G''vNN'N---$L L m:m: L ----$L m:m: L L m-- .-02 x First Expropriation MeetingV/G''^GN/NN/N'NN'vNN'N- .-<2 1} #Owners are asked to report all who nfNN/G'N/N'NGGNN''N'/NNN/''N'fNN- .-2  have rights NNGN'/NN'- .- 2 . '- .-!2 Owners are asked rnfNN/G'N/N'NGGNN- .-=2  $whether they prefer full or partial fNN'NN/''NNG'N/N'N/''N'N/'NN/'N- .-62 -) expropriation of their propertyNGN/NN/N'NN'N'''NN/'N/NNN/'---$L L e:e:L ----$L e:e:L L e-- .-12  Second Expropriation Meeting^NGNNN'^GN/NN/N'NN'vNN'N- .-92 ) !Owners to present rent and other nfNN/G''N'N/NGNN''/NN''NNN'N'NN/- .-@2 } &contracts with supporting electricity GNN'/NG'G'f'N'GNNNN/'NN'NNG'/G'G- .-62 |L and water bills dated prior to NNN'fN'N/'NG'NN'NN'N/N/''N- .-%2 %?expropriation decreeNGN/NN/N'NN'NNG/N---$L $L **$L $----$L **$L $L -- .-c2  =The Committee meets to decide the amount of indemnity broken VNN'fNvv''NN'vNN'G''N'NNGNN''NN'NvNNN''N''NNNvN'G'N/NGNN- .- 2 adownNNf- .- 2 ac: '- .-2 aland NNN- .- 2 a+ R- .-2 a] buildings NNNNNG- .- 2 a+ R- .-2 a*trees'/NN---$L _L Y*Y*_L _----$L Y*Y*_L _L Y-- .-@2  &The Expropriation Committee issues an VNN'^GN/NN/N'NN'fNvv''NN'GGNNG'NN- .- 2 c" - .-!2 assessment reportrNGGNGGvNN''/NNN/- .- 2 " 2- .-2 wwhich fNGN- .-W2 ] 5decides the amount to be paid to each owner or renterNNGNNG''NN'NvNNN'''N'NN'NNN''N'NNGN'NfNN/'N/'/NN'N- .- 2 ]. '- .-2 ]+ Decision is fNGGNN'G- .-f2 5 ?notified to the Expropriating Administration and to owners and NN''NN''N''NN'^GN/NN/N'NN'^NvNG'/N'NN'NNN''N'NfNN/G'NNN- .-2 i renters /NN'N/- .- 2  . '- .-K2 o-All parties have the right to appeal within ^'NN/'NG''NNGN''NN'/NN'''N'NNNNN'f'NN- .- 2 30 NN- .-2 gdays from their NNGG''/Nv''NN/- .-!2 Ynotification dateNN''GN'NN'NN'- .- 2 Y.---$L L ::L ----$L ::L L -- .-72  Deposit Decision and deposit of fNNNG''fNGGNN'NNN'NNNNG''N'- .-32 @H indemnification monies in an NNNvN'GN'NN'vNNNG'N'NN- .-2 escrow accountNGG/Nf'NGGNNN---$L L !:!:L ----$L !:!:L L !-- .- 2  TakeVNG- .- 2 K-- .-+2 zOver Decision signed by nGN/'fNGGNN'GNNNN'NG- .--2  Director General Head of tf/NG'N/'nNNN/N'fNNN'N'- .-12 O P Department of Expropriating fNNN/'vNN''N''^GN/NN/N'NN- .-2 Administration^NvNG'/N'N---$L !L }):}):!L !----$L }):}):!L !L })-- .-'2 "GIndemnities are paid 'NNNvN'NG'N/N'NNN- .- 2 " 100?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqrstuvwxyz{|}~l)Ih EMF @@ F, EMF+@``FpdEMF+0@?@ @ @/ @$RAFBCB!b $$=='% % V0 1% % $$AAFEMF+@@4 ף>@H<RA CõC CõCFBRAFBRA C@$$==_888% % V00% % $$AA( FEMF+*@$BBRAFB@0$9>ARIAL6@XLPrepare an Expropriation Plan>= ?=b?=()?=?U>?U>ϖ?U> ?U>?U>@?U>q?U>T?U>H?U>8?U>?U>?U>??   % Tb>MAAbK LhCadastral map  % F8,EMF++@ *@$BBRAFB6@-Transcript of land registry of each affected ڟ=>&>>)V>>>>->>>>@?>@| ?>b?>((?> 2?>;?>O?>Y?>sc?>@Yk?>?>r?>V?>F?>2?> ?>@?>`?>Ͼ?>?>?>?> ?>@b?>R?>@C?>`&?> ?>@> @>`` @>Q@>0@>pB@>4@>Х@>!@>&@>0+@>??   % T\M\AAZ-LTranscript of land registry of each affected % FEMF++@ *@$BBRAFB6@\Pplot?? ??@??`d????   % Td^mAAkLTplot% FxlEMF++@ *@$BBRAFB6@8,Limits of proposed project@p?B?6(?B?0?B?M?B?@U?B?@_?B?Iq?B?*{?B?`x?B?h?B?`Y?B?@H<RAYCõCYCõCCRACRAYC@$$==_888% % V0  x x % % $$AA( FEMF+*@$BBRAC6@`TExpropriation Decree signed by> >Y> >t? >@:%? >@1? >D? >X? >td? >[l? >? > ? >@? >`ג? >? >? >? >d? >`H? >3? >? > ? >? >@? >`? >? >C@ >`5@ >& @ >0 @ >@ >??   % T0AA0LExpropriation Decree signed by  % F(EMF++@ *@$BBRAC6@concerned MinisterI?>[?>@\o?>@?>t?>X?>C?>&?> ?>?>`ݼ?>?>?>?>u?>Y?>J?> -?>??   % TUAAULpconcerned Minister % FEMF++@ *@$BBRAC6@t!President of Council of Ministers&>>>>@?>g?>.*?>2?>@E?>Y?>gm?>Hw?>?>x?>h?>Y?>/?>?>?>پ?>?>?>?>`?>v?>g?>W?>&?>?>p~@>x@>@>b @>S@>`I@>??   % T.AA.!LPresident of Council of Ministers   % FpdEMF++@ *@$BBRAC6@0$President of the Republic@\?"?1?"?@H<RACõCCõCeCRAeCRAC@$$==_888% % V0XXXXX% % $$AA( F0$EMF+*@$BBRAeC6@Expropriation Decree9?UU>P?UU>b?UU>@Ev?UU> ?UU>@?UU>`Ԕ?UU>࿚?UU>?UU> ?UU>?UU>y?UU>\?UU>@?UU>0?UU> ?UU>@?UU>?UU>`?UU>?UU>??   % TOAAOLtExpropriation Decree  % FEMF++@ *@$BBRAeC6@t!published in the Official Gazette>>>> ?>P ?>@6(?>0?>A?>U?>@pi?>6}?>?>~?>b?>R?>C?> &?>@ ?>?>?>@?>?>?>?>x?>[?>N?>`??>`?>@{@>@> @>V@> @>??   % T/ AA/ !Lpublished in the Official Gazette  % F@4EMF++@ @$õCBWCB$$==% % V0)Lq  % % $$AAFEMF+@@4 ף>@H<õCBZDBZDBõCBõCB@$$==_888% % V0(Kr  % % $$AA( FEMF+*@$BBõCB6@$Prepare detailed plans of buildings s=U>>U>K>U>>U>>U>2>U>>U>@ ?U>@?U>]+?U>#??U>I?U>\?U>@d?U>l?U>.?U>?U>?U>?U>؜?U>໦?U>?U>?U> s?U>@V?U>F?U>@7?U>`?U>?U>?U>?U>?U>?U>@U> @U>1 @U>??   % T$/M\AA/Z$LPrepare detailed plans of buildings % FpdEMF++@ *@$BBõCB6@0$affected by expropriation>>+>>>>?>?>e*?>F4?>@ H?>[?>e?>yy?>?>?> t?>W?>:?>`&?> ?>?> ?>@?>`?>?>?> u?>??   % TL^mAALkLaffected by expropriation% F@4EMF++@ @$RA)DC@B$$==% % V0 x*x-x-x*x*% % $$AAFEMF+@@4 ף>@H<RA5DõC5DõC)DRA)DRA5D@$$==_888% % V0x-x-x*x*x-% % $$AA( FEMF+*@$BBRA)D6@)Concerned parties are informed that they =UU> Z>UU>>UU>)>UU>>UU>?UU>y?UU>@?#?UU>7?UU>J?UU>T?UU>sh?UU>@9|?UU> ?UU>?UU>?UU>Ζ?UU>?UU>?UU> ?UU>q?UU>T?UU>@E?UU>`8?UU>?UU> ?UU> ?UU>?UU>?UU>?UU>8@UU>@@UU>( @UU>@UU> @UU>@UU> @UU>`t@UU>e@UU>W$@UU>P(@UU>??   % TDAA)LConcerned parties are informed that they  % FEMF++@ *@$BBRA)D6@th can cash indemnities due to themN>>>>i>>z?>[?>#,?>@??>Q?>ve?>Wo?>>w?> ?>@e?>`H?>?>?>?>@޺?>`Ѿ?>?> ?>?>k?>N?>2?>"?>?>@>Ps@>@> @>@>??   % T *AA* Lcan cash indemnities due to them % F@4EMF++@ @$RA8DCpB$$==% % V0  8.118.8.% % $$AAFEMF+@@4 ף>@H<RAGDõCGDõC8DRA8DRAGD@$$==_888% % V0!118.8.1% % $$AA( FEMF+*@$BBRA8D6@\PTakeΈ>>>>>>>Y>>??   % Td#>AA#LTTake% FtEMF++@ *@$BBRA8D6@@4-r?>??   % TTACAAALP-% FEMF++@ *@$BBRA8D6@t!Over decision is notified to the I?>:?>L?>@`?>@Vl?>@7v?>?>?>ŗ?>?>@?>`?>r?>U?> F?>@9?>?>` ?>?>?> ?>@?>?>?>?@>0@>Ш@>! @>@>@> @>@>@@>??   % TEAAE!LOver decision is notified to the % FdXEMF++@ *@$BBRA8D6@$Cadastral AdministrationU?>8?>@K?>_?>Us?>?>?>j?>M?>@?>@1?> ?>?> ?>@?>`?>?> l?>\?> H?>@+?>?>?>y@>??   % TEAAEL|Cadastral Administration   % F@4EMF++@ @$RA`jDCB$$==% % V0 :>>::% % $$AAFEMF+@@4 ף>@H<RAzDõCzDõC`jDRA`jDRAzD@$$==_888% % V0>>::>% % $$AA( FEMF+*@$BBRA`jD6@\PTake1>`>f>`>>`>#>`>??   % Td2AALTTake% FtEMF++@ *@$BBRA`jD6@@4->`>??   % TT46AA4LP-% FdXEMF++@ *@$BBRA`jD6@$Over is executed within ^>`>W?`>@,?`>??`>K?`>U?`>]?`>Jo?`>+y?`>x?`>@\?`>`??`>#?`> ?`>?`>ٺ?`>?`>`?`>?`> w?`>g?`>J?`>=?`>!?`>??   % T9AA9L|Over is executed within  % FEMF++@ *@$BBRA`jD6@TH15 ?`>P@`>@`>??   % T`AALT15 % FEMF++@ *@$BBRA`jD6@xdays of d @`>U@`>@G@`>@`>*@`> @`>$@`> '@`>??   % T|AAL\days of % FEMF++@ *@$BBRA`jD6@)date of Notification for Vacant Land and >U>m>U>x>U>:>U>>U>>U> ?U>k?U>L?U>7?U>@K?U>@U?U>]?U>hg?U>No?U>?U> n?U>^?U>Q?U>4?U>?U>?U>?U> ܺ?U>?U> ?U>?U>v?U>Z?U>=?U> ?U>@?U>@U>p@U> @U>@U> @U>`?@U>0@U>"!@U>&@U>??   % TDAA)Ldate of Notification for Vacant Land and   % FEMF++@ *@$BBRA`jD6@|pwithin *>U ?>U ?>U ?B>U ?>U ?>U ??U ???   % Tx;AAL\within % FEMF++@ *@$BBRA`jD6@TH30 t?U ?;#?U ?@7?U ???   % T`?MAA?LT30 % FxEMF++@ *@$BBRA`jD6@D8days for Land and Building @@?U ?T?U ?nh?U ?6z?U ??U ? ?U ?ߏ?U ?™?U ?@?U ??U ??U ?e?U ? H?U ?@+?U ??U ??U ??U ? ?U ??U ?@?U ?0@U ?@U ?P@U ? @U ?p@U ?@U ?{@U ???   % TRAARLdays for Land and Building  % FEMF++@ *@$BBRA`jD6@TH(*)@U ?@U ? _"@U ???   % T`AALT(*)% F@4EMF++@ @$õCeCWC@B$$==% % V0)XX X XX% % $$AAFEMF+@@4 ף>@H<õCCZDCZDeCõCeCõCC@$$==_888% % V0(X X XXX% % $$AA( FdXEMF+*@$BBõCeC6@0$Decree transmitted to an >*=>*= ?*=?*=g(?*=.VU>)>VU>?VU>?VU>y%?VU>@?9?VU>M?VU>X?VU>`?VU>t?VU>j~?VU> (?VU>@ ?VU>`?VU>ޛ?VU>?VU>?VU>g?VU>6?VU>*?VU>?VU> ?VU> ?VU>@?VU>??   % TLAALL|Expropriation Committee   % FEMF++@ *@$BBõCeC6@ composed of>>>> >>@$?>$?>8?>xJ?>@>^?>r?>{?>Շ?>??   % TG AAG  Ldcomposed of % F|EMF++@ *@$BBõCeC6@H<: `ƌ?>එ?>??   % TX AA LP: % FEMF++@ *@$BBõCeC6@xa judge `?>?>{?> n?>@Q?>`4?>?>?>??   % T| AA L\a judge % F|EMF++@ *@$BBõCeC6@H<+ ?>L?>??   % TX AA LP+ % FEMF++@ *@$BBõCeC6@THan `=?> ?>?>??   % T` AA LTan % FEMF++@ *@$BBõCeC6@ engineer c> ?> ?@>? ?"? ?)? ?=? ?@wQ? ?=e? ?q? ???   % TP AAP L`engineer % F|EMF++@ *@$BBõCeC6@H<+ z? ?܇? ???   % TX AALP+ % FEMF++@ *@$BBõCeC6@ an assessor͌? ? ? ?@? ?? ?f? ?J? ? .? ?@? ?? ?? ?? ???   % T AA Ldan assessor% F@4EMF++@ @$õCCWCB$$==% % V0)!FX X % % $$AAFEMF+@@4 ף>@H<õCCZDCZDCõCCõCC@$$==_888% % V0( GX X X% % $$AA( FEMF+*@$BBõCC6@th Expropriation Committee invites ">U>r>U>>U>>U>H>U>?U>?U>!?U>n)?U>@4=?U>@G?U>N?U>b?U>v?U>4?U> ?U>@?U>`?U>?U>?U> p?U>`?U>C?U>&?U>`?U> ?U>?U>@?U>`?U>?U>L@U>н@U>??   % T 7"1AA7/ LExpropriation Committee invites   % FpdEMF++@ *@$BBõCC6@0$owners to a first meeting>>7>> ?>@?>U3?>,??>P?>Z?>d?>|x?>.?>?> ?>?>?>@ў?>ധ?>`?>?>e?> H?>@+?>?>?>?>??   % TM3BAAM@Lowners to a first meeting  % F@4EMF++@ @$õCCWCB$$==% % V0)QX X % % $$AAFEMF+@@4 ף>@H<õCCZDCZDCõCCõCC@$$==_888% % V0(PX X X% % $$AA( FxlEMF+*@$BBõCC6@D8First Expropriation Meeting">U>>U>_>U> >U>?U>?U>?U>G2?U>@D?U>W?U>c?U>qw?U>?U>?U>z?U>]?U>@N?U>`A?U>$?U>?U> ?U>@?U>`?U>?U>~?U> q?U>@T?U>??   % TFRaAAF_LFirst Expropriation Meeting  % FEMF++@ *@$BBõCC6@#Owners are asked to report all who D=>>>J>>֪>>c>>>>?>?>w$?>N0?>@D?>@M?>a?>s?>?> ?>@k?>[?>@L?>`/?>?>` ?>?>?>?>@?>?>@?>`d?>W?>J?> ;?>@>p@> @>??   % T .crAA.p#LOwners are asked to report all who  % FEMF++@ *@$BBõCC6@ have rights;>U>V>U>>U>q>U>>U>?U>?U>@?U>c-?U>)A?U> K?U>??   % T;syAA; Ldhave rights% F|EMF++@ *@$BBõCC6@H<. \?U>f?U>??   % TX|sAA|LP. % F EMF++@ *@$BBõCC6@Owners are asked p?U>?U>?U>ל?U>຦?U>`?U>?U>z?U>]?U> I?U>@,?U>?U>?U>?U> ?U>@?U>F@U>??   % TsAALpOwners are asked % FEMF++@ *@$BBõCC6@$whether they prefer full or partial <>U%?j>U%?>U%?>U%?S>U%?>U%?@?U%?@?U%?@n)?U%?@O3?U%?G?U%?Z?U%?l?U%?v?U%? %?U%??U%??U%?@?U%?`ǣ?U%?಩?U%?`?U%??U%?w?U%? j?U%?@]?U%?M?U%?0?U%?`?U%? ?U%??U%? ?U%??U%? ?U%? @U%?@U%?@@U%???   % T$6AA6$Lwhether they prefer full or partial % FEMF++@ *@$BBõCC6@l`expropriation of their property_>@P?>@P?>@P?4>@P?>@P??@P?}$?@P?T0?@P?;8?@P?@L?@P?@U?@P?]?@P?q?@P??@P??@P? ~?@P?n?@P? _?@P?O?@P?2?@P??@P? ?@P??@P??@P? ?@P??@P??@P?y?@P?]?@P?H?@P?9?@P???   % T>AA>Lexpropriation of their property% F@4EMF++@ @$õCCWCB$$==% % V0)X  X  % % $$AAFEMF+@@4 ף>@H<õC`DZD`DZDCõCCõC`D@$$==_888% % V0(X  X  X % % $$AA( FtEMF+*@$BBõCC6@L@Second Expropriation MeetingQG>U>>U>>U>2>U>@?U>?U>k*?U>L4?U>L?U>@]?U>q?U>h}?U>`?U>z?U>f?U> Y?U>@,?U>?U>?U> ?U>?U>?U>?U>l?U>\?U>O?U>2?U>??   % T<AA<LSecond Expropriation Meeting   % FEMF++@ *@$BBõCC6@t!Owners to present rent and other =>[>>>>p>>>>?>?>}?>^)?>%=?>G?>@Z?>@f?>iz?>`?>?>ޙ?> Ϟ?>?> ?>@?>`q?>a?>`R?>5?>?>?>@?>`?>?>Q@>C@>8 @>??   % T4AA4!LOwners to present rent and other % FEMF++@ *@$BBõCC6@&contracts with supporting electricity =U>G>U>O>U>>U>>U>K>U>?U> ?U>@?U>@v&?U>#@?U> H?U>Q?U>e?U>o?U>?U>?U>r?U>V?U> 9?U>$?U> ?U>@?U>`?U>?U>?U> ?U>@?U>`x?U>\?U>L?U>8?U> +?U>`@U>@U>0y@U> @U>??   % T0.AA.&Lcontracts with supporting electricity  % FEMF++@ *@$BBõCC6@l`and water bills dated prior to T>U%?>U%?m>U%?>U%??U%??U%?@Q3?U%?@2=?U%?P?U%?\?U%?f?U%?vz?U%?.?U%?!?U%??U%?`?U%??U%?̠?U%? ?U%??U%??U%?e?U%?`V?U%?9?U%?%?U%? ?U%?@?U%??U%?@?U%??U%??U%???   % TBAABLand water bills dated prior to  % F<0EMF++@ *@$BBõCC6@expropriation decree>@P??@P?z#?@P?@@7?@P?@C?@P?V?@P?j?@P?zv?@P?a~?@P??@P? ?@P?@?@P?`ڛ?@P??@P??@P? ?@P?@t?@P?W?@P?`C?@P?&?@P???   % TYAAYLtexpropriation decree% F@4EMF++@ @$õCDCB$$==% % V0)<x!#,#,x!x!% % $$AAFEMF+@@4 ף>@H<õCDZ0DDZ0DDõCDõCD@$$==_888% % V0(=#,#,x!x!#% % $$AA( FEMF+*@$BBõCD6@=The Committee meets to decide the amount of indemnity broken 9>U>o>U>>U>>U>g>U>?U>@?U>E8?U>U?U>]?U>g?U>q?U> ?U>@?U>|?U>K?U>/?U> ?U>?U>@?U>?U>@?U>`?U>?U>~?U> a?U>D?U>7?U>@U>@U>P @U>o @U> a@U>R@U>@U>@U>$%@U>*@U>0/@U>3@U>q6@U>@8@U>=@U>S@@U>PB@U>D@U>pI@U>N@U>S@U> [@U>_@U>@a@U>dd@U>Ph@U>Nk@U> @p@U>5s@U>p'x@U>@|@U>hŀ@U>0>@U>??   % T8'AA8%=LThe Committee meets to decide the amount of indemnity broken      % FEMF++@ *@$BBõCD6@\Pdown@?>`ȣ?>?> ?>??   % Td)8AA6LTdown % F|EMF++@ *@$BBõCD6@H<: @e?>U?>??   % TX)8AA6LP: % FEMF++@ *@$BBõCD6@h\land @F?>`9?>?>?>?>??   % Tl)8AA6LXland % F|EMF++@ *@$BBõCD6@H<+ @?>5?>??   % TX)8AA6LP+ % FEMF++@ *@$BBõCD6@ buildings @>P@> @>p @>@>@> @>@>@ @>)%@>??   % T) 8AA6 L`buildings % F|EMF++@ *@$BBõCD6@H<+ P'@>0,@>??   % TX%)-8AA%6LP+ % FEMF++@ *@$BBõCD6@h\treespJ/@>1@>p4@>9@>>@>??   % Tl0)K8AA06LXtrees% F@4EMF++@ @$õC`DCB$$==% % V0)M$X),X),$$% % $$AAFEMF+@@4 ף>@H<õC`%DZ0D`%DZ0D`DõC`DõC`%D@$$==_888% % V0(LX),X),$$X)% % $$AA( FEMF+*@$BBõC`D6@&The Expropriation Committee issues an |==!>=7p>=>=j>=>=3?=?="?=6?=@]J?=@4V?=^?=q?={?=ԁ?= ?=@?=?=`a?=D?=?=?=?=`?=?=?= }?=m?=`?=0"@=@= @= w@=@=0a@=R@=PD @=??   % T00HWAA0U&LThe Expropriation Committee issues an    % FtEMF++@ *@$BBõC`D6@@4""@=??   % TTH!WAAULP"% F EMF++@ *@$BBõC`D6@assessment reportP%@=*@=G/@=3@=8@==@=A@=@H@=M@=`R@=QU@=W@=Z@=0_@=d@=Pi@=l@=??   % T"HWAA"ULpassessment report % F|EMF++@ *@$BBõC`D6@H<" Po@=*r@=??   % TXHWAAULP" % FEMF++@ *@$BBõC`D6@pdwhich Pt@= {@=0@=`@=H5@=@=??   % TpHWAAULXwhich % F|EMF++@ *@$BBõC`D6@H<5decides the amount to be paid to each owner or renter̩=>#>>s>>>>>>s>>>>@?>@?>@#?>O7?>K?>T?>h?>-?>?>?>נ?>ǥ?>?>?>?> |?>@_?>`B?>2?>?> ?>@?>`?>?>0X@>I@>@> @> @>@>@>@>Pr#@>)@>0.@>3@>6@>.9@>P >@>A@>PC@>F@>uK@>0gP@>pR@>W@>??   % T1YihAA1f5Ldecides the amount to be paid to each owner or renter  % F|EMF++@ *@$BBõC`D6@H<. Z@>?]@>??   % TXrYvhAArfLP. % FEMF++@ *@$BBõC`D6@ Decision is @_@>"f@> k@>o@>q@>Pu@>w@>p|@>@> #@>@>X@>??   % TyYhAAyf LdDecision is % FEMF++@ *@$BBõC`D6@?notified to the Expropriating Administration and to owners and k>U>>U>>U>d>U>1>U>>U>?U>?U>@l-?U>@M7?U>@.A?U>T?U>^?U>h?U>||?U>!?U>?U>?U>@ѡ?U>`?U>?U>?U> f?U>Q?U>D?U>'?U>`?U> ?U>?U>?U>@?U>N@U>@@U>@U>@U>0@U>@U>@U>v@U>l"@U> ^'@U>`)@U>+@U>0@U>5@U>P+8@U>=@U>pB@U>G@U>@xI@U>K@U>P@U>PZS@U>KX@U>0^@U>c@U>Ph@U>k@U>p@U> zr@U>kw@U>@]|@U>h@U>??   % T?ixAA?v?Lnotified to the Expropriating Administration and to owners and     % FEMF++@ *@$BBõC`D6@|prentersU?>k>U?a>U?>U?>U???   % Tx,yRAA,L\renters% F|EMF++@ *@$BBõC`D6@H<. *>U?>U???   % TXVyZAAVLP. % F8,EMF++@ *@$BBõC`D6@-All parties have the right to appeal within ?U?@!?U?t)?U?Z1?U?;;?U?O?U?@b?U?@n?U?@x?U?@3?U?`?U??U??U?ۜ?U? ?U?@?U??U?h?U?X?U?I?U? ,?U?@?U??U?@?U?`?U??U?P@U?J@U?@U?; @U?,@U?@U?p@U?@U?y@U? k$@U?\)@U?@V+@U?-@U?94@U?`36@U?8@U?0=@U??@U?PD@U???   % T\]yMAA]-LAll parties have the right to appeal within  % FEMF++@ *@$BBõC`D6@TH30 G@U? K@U?P@U???   % T`TybAATLT30 % FEMF++@ *@$BBõC`D6@days from their [S@U?MX@U??]@U?a@U?"f@U?h@U?0k@U?n@U?r@U?bz@U?P|@U?R@U?"@U?ؚ@U?@U?@U???   % TfyAAfLldays from their  % F EMF++@ *@$BBõC`D6@notification dateC?@@?&?@@? ?@@?@?@@?`?@@??@@??@@??@@?@@@? D@@@?=@@@?@/ @@@? @@@?@@@?@@@?0|@@@?p @@@???   % TAALpnotification date% FtEMF++@ *@$BBõC`D6@@4.%@@@???   % TT"#AA"LP.% F@4EMF++@ @$õC)DWC@B$$==% % V0)x*x- x- x*x*% % $$AAFEMF+@@4 ף>@H<õC5DZD5DZD)DõC)DõC5D@$$==_888% % V0(x- x- x*x*x-% % $$AA( FEMF+*@$BBõC)D6@th Deposit Decision and deposit of >>~>>ئ>>d>>>> ?>?>?>h(?>@B?>U?>g?>o?> ?>@?>`~?>a?>R?> 5?>@?>`?>?>?> ?>@?>`x?>\?> O?>??> 0?> @>@>??   % T 8AA8 LDeposit Decision and deposit of  % FEMF++@ *@$BBõC)D6@XLindemnification monies in an ~>U>%>U>>U>>>U>?U> ?U>J4?U>@0@F?U>M?U>_?U>s?U>f}?U> ?U>@?U>`l?U>\?U>,?U> ?U>@?U>`?U>?U> ?U>?U>?U>r?U>`c?U>F?U>@U>??   % TAAAALindemnification monies in an   % FEMF++@ *@$BBõC)D6@escrow account{$?>A8?> J?>@[?>@g?>m{?>`?>}?>a?>D?>@(?>` ?>?>?>??   % TgAAgLhescrow account % F@4EMF++@ @$õC8DWCpB$$==% % V0) 8.1 1 8.8.% % $$AAFEMF+@@4 ף>@H<õCGDZDGDZD8DõC8DõCGD@$$==_888% % V0(!1 1 8.8.1% % $$AA( FEMF+*@$BBõC8D6@\PTake}G>V=.>V=>V=I>V=??   % Td<WAA<LTTake% FtEMF++@ *@$BBõC8D6@@4-?V=??   % TTZ\AAZLP-% FdXEMF++@ *@$BBõC8D6@$Over Decision signed by ?V=j(?V=@1:?V=M?V=Y?V=c?V=\}?V=?V= u?V=@h?V=K?V=??V= "?V=@?V=?V=`?V=?V=?V=?V=u?V=Y?V=I?V=,?V= @V=??   % T^AA^L|Over Decision signed by  % FpdEMF++@ *@$BBõC8D6@0$Director General Head of >>>>>>?>@?>X-?>97?>J?>V?>`?>_|?>?> ?>@ٛ?>ġ?>৫?>?>?> b?>@E?>`(?> ?>?> ?>?>??   % TKAAKLDirector General Head of   % FEMF++@ *@$BBõC8D6@L@Department of Expropriating S>>>>:>>?>?>"?>a,?>J?>@]?>q?>m{?>@?>`?>z?>`k?>G?>*?> ?>@?>`?>?>?> ?>@?>q?>d?>H?> +?>??   % TBAABLDepartment of Expropriating   % FEMF++@ *@$BBõC8D6@Administration\/??@G??Z??wx??/?? ??@????`ٛ??ġ????????n????   % Tk AAkLhAdministration  % F@4EMF++@ @$õCJDWC@C$$==% % V0)+2> > 22% % $$AAFEMF+@@4 ף>@H<õCzDZDzDZDJDõCJDõCzD@$$==_888% % V0(*> > 22>% % $$AA( F<0EMF+*@$BBõCJD6@Indemnities are paid >= ?=@?=T1?=E?=b?=@v?=e~?=@#?=`?=?= ݚ?=͟?=?=@?=`?=o?=S?= 6?=@)?=` ?=??   % TY*9AAY7LxIndemnities are paid  % FEMF++@ *@$BBõCJD6@TH100>U>.W>U>#>U>??   % T`6:IIAA6GLT100% F|EMF++@ *@$BBõCJD6@H<% >U>>U>??   % TXL:XIAALGLP% % FxEMF++@ *@$BBõCJD6@D8payment for vacant land if @?U>?U>b.?U>*@?U>@]?U>q?U>`?U>?U>`?U>{?U>_?U>J?U>;?U>?U>?U>`?U>?U>?U> ?U>?U>?U>b?U>F?U>@U> @U>`@U>~@U>??   % T\:IAA\GLpayment for vacant land if  % FEMF++@ *@$BBõCJD6@h\Admin>>r>>>>%>>>>??   % Tl7JZYAA7WLXAdmin  % F|EMF++@ *@$BBõCJD6@H<. ?>?>??   % TX]JaYAA]WLP. % FPDEMF++@ *@$BBõCJD6@has no appeal and take?>@G1?> E?>V?>`?>|t?> !?>?>?>ל?>?> ?>@?>`t?>d?>H?> +?>@?>?>@?>`?>?>??   % TdJYAAdWLxhas no appeal and take% FtEMF++@ *@$BBõCJD6@@4-@>??   % TTJYAAWLP-% FEMF++@ *@$BBõCJD6@over is executed? ?Q2? ?D? ?@W? ?@c? ?@m? ?}u? ?`? ?? ?v? ?Y? ?@Uu?2O>@Uu???   % TX5zAAA5LP75% F|EMF++@ *@$BBõCJD6@H<% %>@Uu?`>@Uu???   % TXDzPAADLP% % FEMF++@ *@$BBõCJD6@xif Admin">@Uu?>@Uu?@?@Uu?@ ?@Uu?p$?@Uu?68?@Uu?U?@Uu?@]?@Uu???   % T|TzAATL\if Admin  % F|EMF++@ *@$BBõCJD6@H<. q?@Uu?b{?@Uu???   % TXzAALP. % F EMF++@ *@$BBõCJD6@has no appeal but?@Uu??@Uu?h?@Uu?K?@Uu? ?~>? >?????   % TdKbAAKLTtake% FtEMF++@ *@$BBõCJD6@@4-????   % TTdfAAdLP-% F<0EMF++@ *@$BBõCJD6@over is not executedj(??@0?j>?5>?>?f>?>???}????   % T|<kAA<L\If Admin  % F|EMF++@ *@$BBõCJD6@H<. D3??%=????   % TXmqAAmLP. % FEMF++@ *@$BBõCJD6@|pappealsG??@Z??n??`,??????????   % TxtAAtL\appeals% F|EMF++@ *@$BBõCJD6@H<, `ɡ??๦????   % TXAALP, % F|EMF++@ *@$BBõCJD6@H<50`??????   % TXAALP50% F|EMF++@ *@$BBõCJD6@H<% p??@?????   % TXAALP% % FEMF++@ *@$BBõCJD6@xis paid /??"?????? ??@??`??@???   % T|AAL\is paid % F|EMF++@ *@$BBõCJD6@H<25>?m>???   % TXGSAAGLP25% F|EMF++@ *@$BBõCJD6@H<% >?????   % TXVbAAVLP% % F<0EMF++@ *@$BBõCJD6@upon appeal decision{ ??@A4??H??[??o??uy??????c??G?? *??@?? ??????????`????d????   % TfAAfLtupon appeal decision% F|EMF++@ *@$BBõCJD6@H<25Ё=`U?>`U???   % TX0<AA0LP25% F|EMF++@ *@$BBõCJD6@H<% _>`U?Ǯ>`U???   % TX>JAA>LP% % FEMF++@ *@$BBõCJD6@ upon take>`U?>`U?@?`U??`U?]0?`U?>:?`U?D?`U?W?`U?@i?`U???   % TNAAN L`upon take% FtEMF++@ *@$BBõCJD6@@4-s}?`U???   % TTAALP-% F(EMF++@ *@$BBõCJD6@over and removing @?`U?`?`U?l?`U? O?`U?:?`U? +?`U?@?`U?`?`U??`U??`U??`U??`U?b?`U?E?`U?@`U?P@`U?@`U?p @`U???   % TAALpover and removing  % FEMF++@ *@$BBõCJD6@h\treeszx??-???? ??@ߚ????   % TlAALXtrees% F@4EMF++@ @$õC}DWC@B$$==% % V0)(x?xB xB x?x?% % $$AAFEMF+@@4 ף>@H<õCDZDDZD}DõC}DõCD@$$==_888% % V0()xB xB x?x?xB% % $$AA( F<0EMF+*@$BBõC}D6@Balance of Indemnity =>W>>pO>> o>>>>>>,>>@?>@?>&?>d0?>E:?>&D?>W?>k?>@y?>?>n?>b?>R?> 6?>??   % T-AA-LxBalance of Indemnity  % FtEMF++@ *@$BBõC}D6@@4(&?>??   % TTAALP(% FEMF++@ *@$BBõC}D6@ extra or less ?>@?>?>`?>?>?>?>k?> W?>G?>:?>@>@>??   % TAA Lhextra or less% F|EMF++@ *@$BBõC}D6@H<) @>P @>??   % TXAALP) % FEMF++@ *@$BBõC}D6@t!will be paid according to Appeal >U>~>U>>U>>U>>U>n>U>>U>?U>?U>k&?U>@1:?U>B?U>U?U>_?U>s?U> ?U>?U>l?U>`X?U>;?U>.?U>?U>?U>`?U>?U>?U>?U> ?U>@h?U>`K?U>.?U>Ј@U>`@U>??   % T8AA8!Lwill be paid according to Appeal  % FEMF++@ *@$BBõC}D6@xDecision[?>u?>?>?>y?>`]?>P?>3?>??   % T||&AA|$L\Decision % F@4EMF++@ @$ZDeC(CC$$==% % V0!X!X ,X ,X!X% % $$AAFEMF+@@4 ף>@H<ZD`DZ0D`DZ0DeCZDeCZD`D@$$==_888% % V0!X ,X ,X!X!X % % $$AA( FEMF+*@$BBZDeC6@Field Inspection>U>h>U>@?U>?U>?U>0?U>n:?U>OD?U>@X?U>i?U>}?U>?U> ?U>?U>{?U>^?U>??   % T?AA?LlField Inspection% FH<EMF++@ *@$BBZDeC6@Committee checks the @>>>>)>>e>>?>@ ?>@*?>@y4?>?H?>\?>e?>w?> ?>@?>?>d?> H?>8?> )?>@ ?>`?>??   % T+AA+LxCommittee checks the  % F EMF++@ *@$BBZDeC6@status of the lot> ?> ?M> ?? ?? ?/? ?@[A? ?@$AA>"Lpstatus of the lot% FtEMF++@ *@$BBZDeC6@@4.@Щ? ???   % TT$AA"LP.% FtEMF++@ *@$BBZDeC6@@4 .P>@Uu???FPDEMF++@ *@$BBZDeC6@During inspection the w>@Uu?3>@Uu?>@Uu?n>@Uu?:>@Uu??@Uu?&?@Uu?0?@Uu?q8?@Uu?@7L?@Uu?]?@Uu?q?@Uu?ł?@Uu? ?@Uu??@Uu??@Uu?o?@Uu?S?@Uu?C?@Uu?4?@Uu? ?@Uu?@?@Uu???   % T14CAA1ALxDuring inspection the % FdXEMF++@ *@$BBZDeC6@$presence of renters and >?`>?>?<>?>?W>???"??@6??@`@??&T??^??g??s??ƒ??????y?? e??H??@9??`????????   % T'ETAA'RL|presence of renters and % FEMF++@ *@$BBZDeC6@ occupants?`U?@"?`U?4?`U?IF?`U?Z?`U?@m?`U?@΀?`U?`?`U?ࡏ?`U???   % TOUdAAOb L`occupants% FtEMF++@ *@$BBZDeC6@@4(G>???   % TT:d=sAA:qLP(% FEMF++@ *@$BBZDeC6@h\legal>?>?N>?@??$????   % Tl>dWsAA>qLXlegal% F|EMF++@ *@$BBZDeC6@H<, ,??z6????   % TXZd^sAAZqLP, % FEMF++@ *@$BBZDeC6@|pillegal[@??BH??@(P??X??k????????   % TxbdsAAbqL\illegal% F|EMF++@ *@$BBZDeC6@H<, ??@????   % TXdsAAqLP, % FEMF++@ *@$BBZDeC6@\Pand ??g??K?? .????   % TddsAAqLTand % FEMF++@ *@$BBZDeC6@ squatters ????@1??WE??Y??b??l??S??>????   % TNuAAN L`squatters% FtEMF++@ *@$BBZDeC6@@4) "????   % TTuAALP)% FtEMF++@ *@$BBZDeC6@@4, ????   % TTuAALP,% FEMF++@ *@$BBZDeC6@ is checked@ ?`U??`U?%?`U?/?`U?WA?`U?@U?`U?h?`U?z?`U?9?`U? ?`U???   % TNAAN L`is checked% FxlEMF++@ *@$BBZDeC6@8,A renter must present his (=@qD>@k>@>@5>@>@>@ ?@?@!?@@^??@$S?@d?@n?@x?@:?@%?@?@@?@`Ϩ?@?@?@?@v?@i?@`M?@??   % T#AA#LA renter must present his  % FPDEMF++@ *@$BBZDeC6@contract and documents=@c<>@>@J>@ >@>@#?@?@?@%?@s9?@@9M?@`?@j?@~?@6?@ ?@@?@`̪?@?@?@ ?@??   % T$AA$Lxcontract and documents % FtEMF++@ *@$BBZDeC6@@4,f?@??   % TTAALP,% F<0EMF++@ *@$BBZDeC6@to support his claim>`U@s>`U@>`U@>`U@@(?`U@?`U@'?`U@{;?`U@@AO?`U@@[?`U@@d?`U@@n?`U@@P?`U@`C?`U@'?`U@?`U@ ?`U@@?`U@`ѩ?`U@ĭ?`U@??   % T4AA4Ltto support his claim% FEMF++@ *@$BBZDeC6@`Tif the owner failed to report 0X=(@J=(@R=(@$>(@1L>(@>(@1>(@>(@>(@@?(@%?(@y9?(@PE?(@1O?(@Y?(@l?(@@t?(@|?(@5?(@?(@ ?(@?(@ ݥ?(@ͪ?(@ ?(@@?(@`?(@b?(@N?(@>?(@??   % TAALif the owner failed to report  % FEMF++@ *@$BBZDeC6@THhimZC?2@ W?2@_?2@??   % T`cvAAcLThim% F@4EMF++@ @$ZD)D(C C$$==% % V02!x*!3,3,x*!x*% % $$AAFEMF+@@4 ף>@H<ZD`LDZ0D`LDZ0D)DZD)DZD`LD@$$==_888% % V03!3,3,x*!x*!3% % $$AA( FdXEMF+*@$BBZD)D6@0$Appeals are presented to =U5>U5>>U5>7>U5>>U5>(?U5>@?U5>?U5>#?U5>|7?U5>SC?U5>W?U5>`?U5>@t?U5> L?U5>@/?U5>?U5>?U5> ٦?U5>ɫ?U5>?U5>?U5>`?U5>p?U5>T?U5>??   % T#AA#LAppeals are presented to % FpdEMF++@ *@$BBZD)D6@0$the Expropriation Appeal j=>>>k>>u>>7>>>>@?>?>!?>}5?>DI?>U?>@]?>p?>z?>`G?>*?> ?> ?>٥?>༯?>?> ?>@f?>`Y?>??   % T$AA$Lthe Expropriation Appeal   % FEMF++@ *@$BBZD)D6@ Committee??@??2??.P??m??@u??@????????   % TKAAK L`Committee  % FtEMF++@ *@$BBZD)D6@@4.????   % TTAALP.% FH<EMF++@ *@$BBZD)D6@Owner must appoint a UH>@U-?z>@U-?>@U-?a>@U-??@U-??@U-?$?@U-?@MB?@U-?V?@U-?g?@U-?q?@U-?{?@U-??@U-??@U-?w?@U-?Z?@U-?N?@U-? 1?@U-?!?@U-? ?@U-?@?@U-???   % T,AA,LxOwner must appoint a  % F(EMF++@ *@$BBZD)D6@Lawyer and pays a >X?>X?>X? ?X?@?X?1?X?c=?X?DG?X? [?X?n?X?K?X? `U?s>`U?>`U?>`U?@ ?`U?"?`U?,?`U?m6?`U?3J?`U?]?`U?g?`U?@{?`U? ?`U??`U??`U???   % T  AA  Lplumpsum fee of LL  % F|EMF++@ *@$BBZD)D6@H<35w?`U?[?`U???   % TX AA LP35% FtEMF++@ *@$BBZD)D6@@4, >?`U???   % TT AA LP,% FEMF++@ *@$BBZD)D6@TH000.?`U??`U??`U???   % T` AA LT000% F|EMF++@ *@$BBZD)D6@H<. ?`U??`U???   % TX AA LP. % FxlEMF++@ *@$BBZD)D6@8,No time limit to reach an J>?g>?>?N>?>?>? ????$??,??@4??R??Z??c??m??w???????? v??@Y?? ?|> ?@ ? ?? ?2? ?WF? ?@=N? ?@X? ?q? ?Ȃ? ?? ?? ?@? ?`v? ?Y? ???   % T=+AA=)LlAppeal Decision  % F@4EMF++@ @$ZD`[D(CpB$$==% % V0m!6!:,:,6!6% % $$AAFEMF+@@4 ף>@H<ZD`jDZ0D`jDZ0D`[DZD`[DZD`jD@$$==_888% % V0l!:,:,6!6!:% % $$AA( FEMF+*@$BBZD`[D6@Appeal Decision >@>|>@>@ ?@>?@>2?@>WF?@>@=N?@>@X?@>q?@>Ȃ?@>?@>?@>@?@>`v?@>Y?@>??   % T=sAA=LlAppeal Decision  % FEMF++@ *@$BBZD`[D6@ No Time Limit>U> ?U>@?U>@)?U>@g??U>MG?U>d?U>x?U>I?U>,?U>?U>?U>?U>??   % TDAAD LhNo Time Limit   % FtEMF++@ *@$BBZD`[D6@@4(>@U???   % TT'*AA'LP(% FEMF++@ *@$BBZD`[D6@ may take {@>@U?z>@U?>@U?>@U?W>@U? ?@U??@U?,?@U?@`@?@U???   % T+aAA+ L`may take % F|EMF++@ *@$BBZD`[D6@H<6 @AJ?@U?^?@U???   % TXelAAeLP6 % FtEMF++@ *@$BBZD`[D6@@4-g?@U???   % TTprAApLP-% FtEMF++@ *@$BBZD`[D6@@4 s?@U???F|EMF++@ *@$BBZD`[D6@H<8 }?@U?`?@U???   % TXyAAyLP8 % FEMF++@ *@$BBZD`[D6@pdmonths࣍?@U?s?@U? V?@U?@9?@U?)?@U? ?@U???   % TpAALXmonths % FtEMF++@ *@$BBZD`[D6@@4)?@U???   % TTAALP)% FEMF++@ *@$BBHZ@0D@0$=ARIAL6@\P(*) d=>,=>%>>K>>??   ( RpArial'kakL x"wX |`|]|| |G fX @wx@ؚ|| |wX!!+w @wG fdv% Td AA LT(*) % FEMF++@ *@$BBHZ@0D6@L@Ministry of Defense can take]k>>>>>>Y>>>>n>>@?>@?>@?>@$?>4?>pWD?>X?>h?>p?> 6?>?>;?>`$?>?>`4?>@?> ?>?> ?>?>?>??   % T AALMinistry of Defense can take % FtEMF++@ *@$BBHZ@0D6@@4-`?>??   % TT AALP-% FEMF++@ *@$BBHZ@0D6@ over before ?>?>@?> ?>B?> 6?>?>@>}@> r@>` @>@>??   % T AA Ldover before % FPDEMF++@ *@$BBHZ@0D6@payment of indemnities@?3>%?3>c5?3>C?3>N[?3>@ k?3>z?3>l?3>`?3>H?3>`/?3>X?3>A?3>*?3>`?3>@?3> ?3>?3>?3>`?3>@?3>??   % T<'AA<%Lxpayment of indemnities  % FEMF++@ *@$BBkLC(A@0$*>ARIAL6@#EXPROPRIATION PROCEDURES FLOW CHART =4S>\V>4S>>4S>>4S>R ?4S>.?4S>J?4S>i?4S>@u?4S> ?4S>?4S>@?4S>@?4S>@?4S>?4S>`)?4S>`?4S>`)?4S>`?4S>@4S>@4S>N@4S>@4S>p%@4S><,@4S>3/@4S>5@4S>0;@4S>0C@4S>N@4S>@P@4S>@X@4S>@b`@4S>g@4S>3o@4S>??   ( RpArialAr'kak0+ 2s*X"w|`|]|| |G gX @w#x@ؚ|| |wX!!+w @wG gdv% T @ AA#LEXPROPRIATION PROCEDURES FLOW CHART      % FEMF++@ @@4 ף>@, k C Ck C\C@$$==_888% % W$ % % $$AA( F\PEMF+@<0C#Ck CCq C#CC#C@( $$=='%  % V,  x    %  % $$AAFEMF+@@4 ף>@, k CYCk C\_C@$$==_888% % W$  % % $$AA( F\PEMF+@<0C#^Ck CeCq C#^CC#^C@$$==%  % V, X  %  % $$AAFEMF+@@4 ף>@, q}CBõCB@$$==_888% % W$]%`0% % $$AA( F\PEMF+@<0CףBõCBC)\BCףB@$$==%  % V,"Z*c!!#!%  % $$AAFEMF+@@4 ף>@, õCBõC\_C@$$==_888% % W$oWW % % $$AA( F\PEMF+@<0͌C#^CõCeCC#^C͌C#^C@$$==%  % V, WX  %  % $$AAFEMF+@@4 ף>@, õC}Cq}C}C@$$==_888% % W$%0% % $$AA( F\PEMF+@<0CyCõC}CC CCyC@$$==%  % V,"*!!!%  % $$AAFEMF+@@4 ף>@, õCCõCC@$$==_888% % W$WXW% % $$AA( F\PEMF+@<0͌CCõCCCC͌CC@$$==%  % V,"W%  % $$AAFEMF+@@4 ף>@, õCCõCC@$$==_888% % W$DMWXW% % $$AA( F\PEMF+@<0͌CCõCCCC͌CC@$$==%  % V,JRW%  % $$AAFEMF+@@4 ף>@, ZDCDC@$$==_888% % W$z} 0!% % $$AA( F\PEMF+@<0׃DCZDC׃D C׃DC@$$==%  % V,w!!~!!!!!~%  % $$AAFEMF+@@4 ף>@, õCCõCC@$$==_888% % W$WXW% % $$AA( F\PEMF+@<0͌CCõCCCC͌CC@$$==%  % V,W%  % $$AAFEMF+@@4 ף>@, ZDCDC@$$==_888% % W$ 0!% % $$AA( F\PEMF+@<0׃DCZDC׃D C׃DC@$$==%  % V,!!~!!!!!~%  % $$AAFEMF+@@4 ף>@, õC`DõCCD@$$==_888% % W$WX W!% % $$AA( F\PEMF+@<0͌CDõCDCD͌CD@$$==%  % V,!Wx!!!%  % $$AAFEMF+@@4 ף>@, õCDõCD@$$==_888% % W$:IW#Wq$% % $$AA( F\PEMF+@<0͌CDõC`DCD͌CD@$$==%  % V,FNc$W$c$c$%  % $$AAFEMF+@@4 ף>@, õCC(DõC`%D@$$==_888% % W$W*WX)% % $$AA( F\PEMF+@<0͌C(DõC)DC(D͌C(D@$$==%  % V,*Wx***%  % $$AAFEMF+@@4 ף>@, ZDC(DZD`%D@$$==_888% % W$lo&*&X)% % $$AA( F\PEMF+@<0fFD(DZD)D\oD(DfFD(D@$$==%  % V,ir'*&x*&*'*%  % $$AAFEMF+@@4 ף>@, õC/DC/D@$$==_888% % W$++~+% % $$AA( F\PEMF+@<0cC0DõC/DcC{.DcC0D@$$==%  % V,3,++3,%  % $$AAFEMF+@@4 ף>@, õC5DõCC7D@$$==_888% % W$Wx-W-% % $$AA( F\PEMF+@<0͌C7DõC8DC7D͌C7D@$$==%  % V,-W8.--%  % $$AAFEMF+@@4 ף>@, õC`@DC`@D@$$==_888% % W$+0~0% % $$AA( F\PEMF+@<0cCKADõC`@DcC{t?DcCKAD@$$==%  % V,S00/S0%  % $$AAFEMF+@@4 ף>@, õCGDõCCID@$$==_888% % W$'W1WQ2% % $$AA( F\PEMF+@<0͌CIDõCJDCID͌CID@$$==%  % V,$,C2W2C2C2%  % $$AAFEMF+@@4 ף>@, CrDõCrD@$$==_888% % W$+~<<% % $$AA( F\PEMF+@<0cCsDõCrDcC{qDcCsD@$$==%  % V,<<n<<%  % $$AAFEMF+@@4 ף>@, ZD`LDZDYD@$$==_888% % W$l0oi&3&q6% % $$AA( F\PEMF+@<0fFDYDZD`[D\oDYDfFDYD@$$==%  % V,ifrn'c6&6&c6'c6%  % $$AAFEMF+@@4 ף>@4(ZD`jDZDD DD@$$==_888% % W(o&:&@~ @% % $$AA( F\PEMF+@<01DeDZDD1D=zD1DeD@$$==%  % V,   3A @ @ 3A%  % $$AAFEMF+@@4 ף>@, ZD`DZDCD@$$==_888% % W$lo&X &!% % $$AA( F\PEMF+@<0fFDDZDD\oDDfFDD@$$==%  % V,ir'!&x!&!'!%  % $$AALd()??" FEMF+@ Nn`. / +  2n - "-$;hh5;5;h "--!Times New Roman (Arabic)-"System- . -!Prepare an Expropriation Plan| ! Cadastral map!1Transcript of land registry of each affected plothb!Limits of proposed project !Affected plots0- - "-$;OO;;O---- . -!Expropriation Decree signed byb!concerned Ministerh2!!President of Council of MinistersK!President of the Republic0- - "-$;;;---- . -!Expropriation Decree !!published in the Official Gazette{W- - "-$C  CC---- . -!#Prepare detailed plans of buildings6!affected by expropriationB- - "-$;;;---- . -!,Concerned parties are informed that they can!cash indemnities due to themx- - "-$;;;---- . -!/Take-Over decision is notified to the Cadastralj !Administrationz- - "-$;;;---- . -!/Take-Over is executed within 15 days of date ofgU!/Notification for Vacant Land and within 30 daysM!for Land and Building (*)/- - "-$C  CC---- . -!&Decree transmitted to an Expropriation]!#Committee composed of: a judge + anIl!engineer + an assessorr- - "-$C  CC---- . -!Expropriation Committee invitesi!owners to a first meetingK- - "-$CJ J =C=CJ ---- . -!First Expropriation Meeting!"Owners are asked to report all who!%have rights. Owners are asked whether] e!)they prefer full or partial expropriation a!of their property% - - "-$C C C ---- . -!Second Expropriation Meeting ! Owners to present rent and otherQ !%contracts with supporting electricity !and water bills dated prior to !expropriation decree} - - "-$C 9 9 C C ---- . -'!BThe Committee meets to decide the amount of indemnity broken down:j !land + buildings + trees - - "-$C&9&9dCdC&---- . -*!GThe Expropriation Committee issues an "assessment report" which decidesb+!Jthe amount to be paid to each owner or renter. Decision is notified to the,+!IExpropriating Administration and to owners and renters. All parties havex&!@the right to appeal within 30 days from their notification date.>- - "-$C  CC---- . -!Deposit Decision and deposit of!#indemnification monies in an escrowF !accounte - - "-$C  CC---- . -!%Take-Over Decision signed by Director~U!General Head of Department of!Expropriating AdministrationF- - "-$C  CC---- . -!Indemnities are paid!100% payment for vacant land if!%Admin. has no appeal and take-over isi !executedGS !--- !75% if Admin. has no appeal but!take-over is not executedsF!--- !If Admin. appeals, 50% is paid;!25% upon appeal decision0!25% upon take-over and removing !treesg - - "-$C  CC---- . -!$Balance of Indemnity (extra or less)! will be paid according to Appealz !DecisionS - - "-$ 9 9  ---- . -!Field Inspection{!Committee checks the statusU ! of the lot.C! During inspection the  !presence of renters ando ! occupants! (legal, illegal, and squatters),7 J ! is checked ~!A renter must present hisc !contract and documents, !to support his claim+ !if the owner failed to report b !him - - "-$ 99  ---- . -!Appeals are presented to the3U !Expropriation Appeal ! Committee.k!Owner must appoint a Lawyer_6 !and pays a lumpsum fee ofp !LL35,000. No time limit to'h !reach an Appeal Decision - - "-$ 99l l ---- . -!Appeal Decision ! No Time LimitA2!(may take 6 - 8 months) - Times New Roman (Arabic)-- . -!,(*) Ministry of Defense can take-over beforeu!payment of indemnities- +Times New Roman (Arabic)-- . -!#EXPROPRIATION PROCEDURES FLOW CHART)- - "- %thtt-- "- $t]-- - "-  %tOtut- -- $lt]ll-- - "-  %OOO- -- $8COf8-- - "-  %  - r- -- $ l  l l-- - "-  %000- -- $C0G-- - "-  %   - -- $    -- - "-  %   =- -- $  =  -- - "-  % D D D - -- $ -  D [ - -- - "-  % J p - -- $ g g g -- - "-  % - -- $  -- - "-  % - -- $  -- - "-  %> > ,> <- -- $U 6> d' 6U 6-- - "-  % o _ &- -- $ i  i i-- - "-  %,o,_,&- -- $Ci,iCi-- - "-  %C---- -- $D-D-- - "-  %   - -- $    -- - "-  %C- -- $-- - "-  %   - -- $    -- - "-  %C- -- $-- - "-  %,,,D- -- $C>,l>C>-- - "-  %,,#,a a- -- $ x a J x-- - "-  %, , , - -- $C ,  C --VisioDocument KVisioInformation"SummaryInformation( DocumentSummaryInformation8 Visio (TM) Drawing KLgV[ =3d !fffMMM333H<(H<(E RE$) RU,J:DT5I[1hPT8. z%U~b%0{Gz?@":J'mYb*m ! o;R)F?mmy,y, o& & , #&?2/?;&4? ,C0Aq h*,,,'_/@q%>6$G6 N a%} Z):'   "Oo +S.#0:2T02RURURURURU0G`2RURUUb SRm+d_;@% +Q)i_;RR*RMgMgRY?*Oa<35ly,y,Hy,x(QAUo^]oUHut~Q_:L_^VOOOOPOOIUY?ОذsUցԆeX*m)ÆΜ ՅTJUc YsY4' Ǡ3tcڬbF#ڬ ڬ ڬ ė27?7[2!ep:555@e z |D2 12 Ub1i  fA~7'0ւU%0T>  fHOZOlC̓#:Lϐ֗,9Q2 U34J5o&62j(ϛ9~&?o03*T\<-o??:Q`?d'ΒURB< -jk. 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