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Anexo 1-5 Minutes of Meeting (4Th Steering Committee) & Discussion

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Anexo 1-5 Minutes of Meeting (4Th Steering Committee) & Discussion Anexo 1-5 Minutes of Meeting (4th Steering Committee) & Discussion materials 4th. Steering Committee on Water Supply System Development Project in Santiago, Cape Verde August 23, 2010 at Praia Toyo Engineering Corporation UNICO International Corporation Ingérosec Corporation 1 1. Introduction 2. Water Analysis and Geotechnical Survey 3. Basic Plan Development 4. Project Feasibility Study 5. Operation and Maintenance 6. Initial Environmental Examination 7. Conclusion and Way Forward 2 1-1 Implementation Schedule of JICA Study Year 2009 2010 2011 Phase 1 Phase 2 Month 101112123456789101112123456 1st 2nd 3rd 4th 5th Field Work Submission of JICA Report IC/R PR/R IT/R DF/R F/R Steering Committee Socio Economica Analysis water analysis Local Consultant geological survey To analyze the project conditions Phase 1 To set the project scope, sites and components To define Water Supply System as FS subject To conduct Conceptual Design with CAPEX/OPEX Phase 2 To conduct IEE To develop Financing Plan and conduct Economical Analysis We are here. 3 1-2 Outline of F/S Project Desalination Plant users Transfer Transfer Transfer Pump Pump Pump Transmission Transmission Existing Reservoir Reservoir Reservoir Brine Sea Water DischargeIntake users Capacity-up New Construction Existing Reservoir Water Supply Project F/S Project 4 1-3 Each Report Topics 09/2009 03/2010 08/2010 10/2010 12/2010 IC/R PR/R IT/R DF/R F/R CABO VERDE - Water Supply System of Santiago Island F/S Project transmission 1 -KOM - Horizon in 2020 F/S Project transmission 2 - Cost Estimation - comments F/S Project pumping station Existing desalination - Methodology - System Planning 180m for JICA scope - modification F/S Project desalination plant Tarrafal R2000 Existing reservoir F/S Project reservoir 1 - Approach - Socio Analysis F/S Project reservoir 2 and GoCV scope - correction Calheta Sao Miguel 200m 20,000m3/d - Field Survey - donor projects = 3 x 5,000m3/d + Basement + Building - Economics R7000 + 1 x 5,000m3/d Santa Cruz (Pedra Badejo) 200m - 3 candidates R3000 500m3/d - Funding Assomada 600m Sao Salvador Achada Ponta R5000 do Mundo (Picos) 420m R600 R600 220m - ODA loan Sao Lourenco Sao Domingos 350m R1000 Ribeira 280mChiquero R2000 R200 60m R5000 200m Porto Mosquito R1000 150m R5000 PRAIA Palmarejo Cidade Velha 20,000m3/d 15,000m3/d = 3 x 5,000m3/d + Basement + Building + 1 x 5,000m3/d 㪘㫃㫋㫀㫋㫌㪻㪼㩷㫃㪼㫍㪼㫃㫊㩷㪸㫉㪼㩷㫀㫅㪻㫀㪺㪸㫋㫀㫍㪼 㪧㫌㫄㫇㫊㩷㫃㫆㪺㪸㫋㫀㫆㫅㩷㪸㫅㪻㩷㫉㪼㫊㪼㫉㫍㫆㫀㫉㫊㩷㫃㫆㪺㪸㫋㫀㫆㫅㫊㩷㪸㫉㪼㩷㫀㫅㪻㫀㪺㪸㫋㫀㫍㪼 - Water Analysis and Geotechnical Survey - Basic Plan Development - Project Feasibility Study including Material Balance of SWRO System Technical Specification Development Project Risk and Pre Economics - Operation and Maintenance proposal 5 - Initial Environmental Examination 2-1 Water Quality Analysis Water quality analysis was conducted by the local laboratory, Inpharma. Sampling water and its analysis results with some comments are as below: a) Desalinated water from existing facilities in Praia and Santa Cruz - Quality is generally within or close to the allowable level as drinking water -Cl- and Boron contents in Praia are slightly higher than WHO guideline b) Beach well water for the existing plants in Praia and Santa Cruz - No serious issue is found c) Ground water near the candidate sites of the planned water distribution - Quality of the water is within allowable level as drinking water - Nitrate, Total Coliform and Total Hardness should be further investigated d) Sea water around the candidate sites for the planned desalination facilities - No serious issue for RO desalination application is found - Ordinary pre-treatment is required for RO desalination - Analysis result was applied to the planned facility design 6 2-2 Sampling Location and Desalinated Water Current Desalinated Water Analysis Sample Praia St. Cruz Location SP 1-1 Sa SP 1-2 SS 1-1 Dringking Water Regulation mplin g No. 1-1 SS 1-2 1-2 Analysis Item Range Range WHO EU Japan Item Unit Temperature °C 16.4 ~ 19.1 24.1 ~ 24.2 pH - 6.4 ~ 7.4 at 21 °C 6.0 a 20 °C - 6.5 ~ 9.5 5.8 ~ 8.6 Conductivity ȝS (cm) 940 ~ 1,100 at 25 °C 220 ~ 230 at 25 °C 2,500 TDS mg/l 770 ~ 790 160 ~ 1801,000 5,000 200~500 Tubidity NTU <0.3 (LQ) - 1 (Max 5) - <2 deg Total Hardness mg(CaCO3) 71.1 <9.6 (LQ) - - <300 Chloride mg (Cl-)/l 320 ~ 800 64 <250 <250 <200 Boron mg (B)/l 0.65 ~ 0.69 <0.05(LQ) ~ 0.51 <0.5* <1.0* <1.0* Total Coliform ufc/100ml 0 0 Bacteria Count 7 2-3 Ground Water Analysis 4) Sao 7) Ribeira S 3) Assomada 6) Sao ample L 1)Sao Miguel 2) St. Cruz Lourenco dos 5) Tarrafal Grande de 8) Praia ocation and Picos Domingos Orgaos Santiago FBE-146 FT-186 FT-145 FBE-129 FBE-153 FBE-145 FBE-58 Dringking Water Regulation FT-09 FBE-116 FT-21 SST-04 FBE-156 FBE-205 58-09 FT-202 Samplin FT-47 FBE-161 FT-23 FBE-131 FT-81 g No. FBE-188 58-01 FBE-1A FT-59 FBE-100 FT-80 FBE-113 PT-29 FBE-112 FT-171 FT-63 FBE-117 FT-84 FST-24 FT-208 Analysis Item Range Range Range Range Range Range Range Range WHO EU Japan Item Unit Temperature °C 26.1~26.8 24.3 ~ 28.8 26.0 ~ 28.7 26.2 ~ 28.1 26.0 ~ 28.4 25.5 ~ 28.2 27.5 ~ 27.8 26.8 ~ 30.6 7.5 ~ 8.5 7.2 ~ 7.8 7.2 ~ 8.1 7.4 ~ 7.7 7.9 ~ 8.2 7.0 ~ 8.0 8.0 ~ 8.2 8.2 ~ 8.4 pH - - 6.5~9.5 5.8~8.6 at 22 °C at 20 °C at 20 °C at 22 °C at 25 °C at 23 °C at 22 °C at 24 °C <0.3(LQ) ~ <0.3(LQ) ~ <0.3(LQ) ~ <0.3(LQ) ~ <0.3(LQ) ~ Tubidity NTU 0.3(LQ) ~ 1.55 <0.3 (LQ) <0.3 (LQ) 1(Max 5) - <2 deg 0.62 0.68 0.79 0.72 0.41 Nitrate mg(NO3)/Ll 1.0(LQ) ~ 73.9 5.6 ~ 54.4 31.0 ~ 71.6 <1.0 ~ 54.4 12.4 ~ 16.6 <1(LQ) ~ 54 12.3 ~ 16.1 10.6 ~ 24.8 <50 <50 <10 <0.01(LQ) ~ <0.01(LQ) ~ Nitrite mg(NO )/l <0.01 (LQ) <0.01 (LQ) <0.01 (LQ) <0.01 (LQ) <0.01 (LQ) <0.01 (LQ) <3 <0.5 <0.05 2 0.02 0.21 Chloride mg (Cl-)/l 78 ~ 220 59 ~ 300 37 ~ 85 96 ~ 200 43 ~ 92 120 ~ 230 42 ~ 85 42 ~ 130 <250 <250 <200 <0.05(LQ) ~ Boron mg (B)/l 0.05 ~ 0.14 0.06 ~ 0.13 0.05 <0.05 ~ 0.09 <0.05 ~ 0.06 0.07 ~ 0.12 <0.05(LQ) <0.5* <1.0* <1.0* 0.07 Fluorine mg (F)/l <0.5(LQ) ~ 2.2 <0.5(LQ) ~ 0.6 <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <1.5 <1.5 <0.8 Total Coliform ufc/100ml 0 ~ 130 0 ~ 610 92 ~ 3,400 0 ~ 576 0 ~ 3,600 0 ~ 16 38 ~ 1,200 31 ~ 36 Bacteria Count Standard Plate ufc/ml 0 ~ >300 0 ~ >300 0 ~ 36 0 ~ 28 0 ~ >300 0 ~ 40 83 ~ 89 0 ~ 82 Count Bacteria Fecal Coliform ufc/100ml 0 0 ~ 119 0 ~ 5,800 0 ~ 19 0 ~ 140 0 ~ 35.2 11 ~ 83 0 ~ 40 Bacteria Count <60(LQ) ~ <60(LQ) ~ 60(LQ) ~ Iron ȝg (Fe)/l <60 (LQ) <60(LQ) ~ 130 <60 (LQ) <60 (LQ) <60 (LQ) <300 <300 <300 <93(LQ) 100 1,900 Total Hardness mg(CaCO3) 11.7 ~ 497.7 189.7 ~ 575 98. ~ 148 149 ~ 418 96 ~ 138 200 ~ 770 111 ~ 136 84.1 ~ 217.1 - - <300 Arsenic ȝg (As)/l <1(LQ) ~ 12 <1 (LQ) <1 (LQ) <1 (LQ) <1 (LQ) <1 (LQ) <1 (LQ) <1 (LQ) <10 <10 <10 Cadmium ȝg (Cd)/l <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <0.5 (LQ) <3 <5 <10 Mercury ȝg (Hg)/l <0.1 (LQ) <0.1 (LQ) <0.1 (LQ) <0.1 (LQ) <0.1 (LQ) <0.1 (LQ) <0.1 (LQ) <0.1 (LQ) <1 <1 <0.5 Cr+6 ȝg (Cr)/l <2 (LQ) <2 (LQ) <2(LQ) ~ 4 <2 (LQ) <2 (LQ) <2(LQ) ~ 6 4 3 ~ 7 <50 <50 <50 Lead ȝg (Pb)/l <5 (LQ) <5 (LQ) <5 (LQ) <5 (LQ) <5 (LQ) <5 (LQ) <5 (LQ) <5 (LQ) <10 <10 <10 Manganese ȝg (Mn)/l <4(LQ) ~ 48 <4 (LQ) <4 (LQ) <4(LQ) ~ 80 <4 (LQ) <4 (LQ) <4 (LQ) <4 (LQ) <400 <50 <50 8 2-4 Geotechnical Survey - 3 bore holes for SWRO facility - 20 trial pits for Transmission line - 4 laboratory tests for construction Survey Results are under review, But no critical issues are found at moment. Actual survey was conducted by Tecnasol, Portugal. 9 3-1 Population & Water Demand in 2020 Horizon of population in 2020 of the project targeted year was assumed to be about 370,566 persons in Santiago island in PR/R, but the horizon was newly assumed to be 355,319 persons by the latest Institute Nacional de Estatistics (INE). The ratio of urban area to rural area was also newly assumed to be “60 to 40” instead of “66 to 34” in the island. 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