List of Figures Page
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List of Figures Page Figure 2-1 Water Sources of Cvetovo ...................................................................................... 2 -12 Figure 2-2 Peak Day Demand and Production Capacity for Joint System and Ilinden East System.......................................................................................... 2 -14 Figure 2-3 Conceptual Structure of Project Implementation.................................................... 2 -70 Figure 2-4 Implementation Schedule........................................................................................ 2 -77 List of Tables Page Table 1-1 Result of Screening................................................................................................. 1 - 1 Table 1-2 Contents of the Request.......................................................................................... 1 - 3 Table 2-1 Project Design Matrix (PDM) ................................................................................ 2 - 2 Table 2-2 The Target Area and Population............................................................................. 2 - 3 Table 2-3 Policy for Handling of Existing Facilities .............................................................. 2 - 6 Table 2-4 Adaptation to Future Plans ..................................................................................... 2 - 7 Table 2-5 Village Population (2002) and Projected Population (2008).................................. 2 - 8 Table 2-6 The population served and rate of population served............................................. 2 - 9 Table 2-7 Determination of Unit Water Demand.................................................................... 2 -10 Table 2-8 Peak Day Factor...................................................................................................... 2 -11 Table 2-9 Water Demand by Village....................................................................................... 2 -13 Table 2-10 Design Intake Capacity and Exploitable Capacity by System................................ 2 -16 Table 2-11 Water Sampling Point............................................................................................. 2 -16 Table 2-12 Result of Water Quality Analysis ........................................................................... 2 -17 Table 2-13 Proposed Facility by System................................................................................... 2 -18 Table 2-14 Kuceviste Intake Facilities...................................................................................... 2 -21 Table 2-15 Intake Facilities for the Joint System of Three Municipalities ............................... 2 -22 Table 2-16 Facility for Cvetovo System ................................................................................... 2 -23 Table 2-17 Intake Facility for Dolno Kolicani System ............................................................. 2 -23 Table 2-18 Disinfection Facility ............................................................................................... 2 -23 Table 2-19 Disinfection Facility for Kuceviste......................................................................... 2 -24 Table 2-20 Disinfection Facility for Joint System of Three Municipalities.............................. 2 -24 Table 2-21 Disinfection Facility for Cvetovo ........................................................................... 2 -24 Table 2-22 Disinfection Facilities for Dolno Kolicani.............................................................. 2 -25 Table 2-23 Transmission pump................................................................................................. 2 -25 Table 2-24 Transmission Pump for Radisani Higher Zone....................................................... 2 -26 Table 2-25 Transmission Pump for Radisani Lower Zone ....................................................... 2 -26 Table 2-26 Transmission Pump for Ilinden East....................................................................... 2 -26 Table 2-27 Transmission Pump for Dolno Kolicani ................................................................. 2 -27 Table 2-28 Transmission Pump for Strahojadica...................................................................... 2 -27 Table 2-29 Distribution Reservoir ............................................................................................ 2 -28 Table 2-30 Calculation of Reservoir Capacity.......................................................................... 2 -28 Table 2-31 Transmission and Distribution Pipe........................................................................ 2 -29 Table 2-32 Pipe material........................................................................................................... 2 -30 Table 2-33 Drawings of Basic Design ...................................................................................... 2 -34 Table 2-34 Items of Construction and Responsibilities ............................................................ 2 -69 Table 2-35 Scope of Work by Both Countries .......................................................................... 2 -72 Table 2-36 Procurement Plan of Material and Equipment........................................................ 2 -76 Table 2-37 Quantity of Sewage from Each Village .................................................................. 2 -79 Table 2-38 Sewerage Program of Municipalities...................................................................... 2 -79 Table 2-39 The progress and Due Date of Projects by Macedonia........................................... 2 -81 Table 2-40 Additional Operation Staff ..................................................................................... 2 -82 Table 2-41 Cost Covered by Japanese Side .............................................................................. 2 -85 Table 2-42 Annual Operation and Maintenance Costs ............................................................. 2 -86 Table 2-43 Production Cost and Water Tariff ........................................................................... 2 -87 Table 2-44 Average Payable Tariff ........................................................................................... 2 -87 Table 3-1 Expected Project Effects......................................................................................... 3 - 1 Abbreviations / Acronyms CARDS Community Assistance for Reconstruction, Development and Stabilization EAR European Agency for Reconstruction EIA Environment Impact Assessment EU European Union GTZ Deutshe Gesellshaft fur Technishe Zusammenarbeit IOM International Organization of Migration ISO International Organization for Standardization JICA Japan International Cooperation Agency KfW Kreditanstalt fur Wiederaufbeit L/c/d Litter/ capita/ day L/s Litter/ second MAFWE Ministry of Agriculture, Forest and Water Economy MKD Macedonian Denar MLSG Ministry of Local Self Government MOEn Ministry of Environment and Physical Planning MOH Ministry of Health M/P Master Plan MTC Ministry of Transport and Communication OJT On-the Job Training O & M Operation and Maintenance PDM Project Design Matrix PE pipe Polyethylene pipe PHARE Pologne et Hongri Aid a Reconstruction Economique PIP Public Investment Program PIU Project Implementation Unit PMU Project Management Unit T/D Technical Document Exchange Rates (August 2003) EUR 1 = JP¥130.57 MKD 1 = JP ¥ 2.14 SUMMARY SUMMARY The Former Yugoslav Republic of Macedonia is an inland country located in Balkan Peninsula, whose territory consists of approximately 20% of flat land and 80% of mountainous and hilly zone. The Project area is in the low land zone in the Vardar river basin (elevation +220 to 300 m) and the mountainous / hilly zone (elevation +500 to 1000 m) around Skopje, the capital city of the country. In general, rich groundwater potential is expected in lower zone, while spring and river-bed water are the main water source in mountainous / hilly zone. In Macedonia, the rate of population served by public water supply in 2000 was 100% in urban area and 28% in rural area. The number of patients of waterborne disease (typhoid, paratyphoid, dysentery and cholera) significantly decreased from 302 patients in 1995 to 113 patients in 2000. Thus, improvement of public hygiene condition through public water supply seems to largely contribute to prevent such waterborne disease. In non-piped-water served areas, water supply is poor condition in quantity and quality, since the shallow wells as their water source for domestic use is prone to be contaminated by sewer water, etc. Under the circumstances, the government of Macedonia puts high priority on water supply and wastewater treatment sector to improve living conditions. In the short-term investment plan formulated in 2002, “Public Investment Program of the Republic of Macedonia, 2002-2004” (PIP), the water resources development and construction of water supply facilities based on the proposition of “Water Resources Development and Management Master Plan” (M/P) were presented as investment items. 46 water supply and sewerage projects are proposed in PIP. The fact that 39 water supply projects are proposed in PIP among 46 water supply and sewerage projects indicates that the national priority for this sector is quite high. The Project was originally requested as a grant aid cooperation project to the Japanese Government in 1999. Then, eight municipalities were confirmed to be the priority for providing water supply service when “Project