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Bobie Test Borehole (Dry Well) Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JAL001 Bobie 565809 1382784 1,507 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 12, 2007 Feb. 13, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length Dry well Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration Descharge Submersible pump : Installation Date : not installed Bit Diameter (mm) and Method Position of Pipes and Well Structure 16 in Normal 64 in Normal 0 100 200 300 400 500 600 0 LITHOLOGY HB : 311.4: Silty Clay - 7.0m -8 m -10-20 Silty Sand -30-40 -50-50 m Back filled borehole -60 Slightly weathered Basalt HB 250 DTH abandoned borehole -70-70 m -80 FreshBasalt -90-100 -106 m -110 Slightly weathered Basalt -112 m -120 Fresh Basalt -130.0-130 -130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Grabel Pacing P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Walka Test Borehole (Dry hole) Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JAL003 Walka 558871 1365094 1,609 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 10, 2007 Feb. 11, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length Dry well Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration Descharge Submersible pump : Installation Date : not installed Bit Diameter (mm) and Method HB : 311.4: Position of Pipes and Well Structure - 8.0m 16 in Normal 64 in Normal 0 100 200 300 400 500 600 0 Silty Clay Silty Clay LITOLOGIA -2 m -6 m -10-20 Slightly Weathered Basalt -30-40 -46 m -50 Back filled borehole -60 FreshBasalt HB 250 DTH abandoned borehole -70-80 -84 m -90 Slightly weathered Basalt -100-102 m -110 Fresh Basalt -120-130.0-130 -130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Grabel Pacing P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Gerjele Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JAL004 Gerjele 566848 1377985 1,456 m Gerjele town Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 6, 2007 Feb. 9, 2007 DTH -78-70 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.5-36; -66-70; -40 Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -36-66; 30.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -23.7m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method Position of Pipes and Well Structure +0.50 16 in Normal 64 in Normal 0 50 100 150 200 250 300 350 400 450 500 0 LITHOLOGY HB : 311.4: DTH CO G - 6.0m Clay -10-14 m Sandy Clay -16 m -20 Gravelly silt -20 m PC Gravelly Sand -30-36 m -36 m HB 250 DTH G -40 Sand S -50-50 m P C -60 Sandy Silt - 66 m -66 m Gravelly Sand - 70 m -70-70 m Silty Sand -78.0 m -78 m -80 SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Ula Ula Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JAL005 Ula Ula 563980 1382410 1,576 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 14, 2007 Feb. 16, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length +0.5-75 102-120 126-130 97.5m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length 75-102 120-126 33.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length GS Pipe Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration Descharge Submersible pump : Installation Date : not installed GL -46.1m Bit Diameter (mm) and Method HB : 311.4: + 0.5m Position of Pipes and Well Structure CO CO - 4.0m - 6.0m 16 in Normal 64 in Normal 0 100 200 300 400 500 600 0 LITHOLOGY Black Cotton Clay Soil -4 m -10 Silty Caly -18 m -20 Clayey Silt -30-36 m -40 Silty Caly -48 m -50 Clay and highly weathered rock -58 m -60 HB 250 DTH -70 weathered rock - 75m -80 S -90-90 m Basalt, Fresh - 102m -100-108 m -110 weathered Basalt -114 m - 120m -120 Fresh Basalt S - 126.0m -130.0-130 -130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Grabel Pacing P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Hadealga Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA001 Hadealga 581069 1397121 1,501 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Jan. 16, 2007 Feb. 05, 2007 DTH -135-120 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.65-66; -84-90; -108-120; 84.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -66-84; -90-108; 36.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -34.7m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method Position of Pipes and Well Structure +0.65 CO - 6m 16 in Normal 64 in Normal 0.00 20.00 40.00 60.00 80.00 0.00 LITHOLOGY Silty Soil (Top Soil) Sand -2 m -6 m HB : 311.4: DTH -10.00 Clay -10 m -18.0m -20.00 Silty Clay -28 m G -30.00-40.00 PC Clay with rock fragments -50.00-60.00-66 m -70.00 HB 250 DTH G S -80.00-76 m - 84 m - 90 m -90.00 S P C -100.00-108 m -110.00 Sand - 120 m -120.00-130.00-135 m -135.0-140.00 SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Hirka No.1 Test Borehole (Dry Well) Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA002-1 Hirka No.1 575520 1416591 1,688 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Jan. 18, 2007 Jan. 20, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length Dry well Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration Descharge Submersible pump : Installation Date : not installed Bit Diameter (mm) and Method Position of Pipes and Well Structure 16 in Normal 64 in Normal 0 100 200 300 400 500 600 0 LITHOLOGY Silty Clay -6 m HB : 311.4: -10 Clay, black Cotton -10 m Sandy Silty Caly - 22m -20-30 Gravelly Sand -28m -30m -36m -40 Sand With Rock Fragments -42m -50 Fresh Basalt Back filled borehole -60-60 m Highly weathered Basalt -66 m HB 250 DTH abandoned borehole -70-80 Fresh Basalt Highly weathered Basalt -72 m -76 m -90-100 Basalt Relatively Fresh -110-120 -126 m Fresh Basalt -130.0-130 -130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Grabel Pacing P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Hirka No.2 Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA002-2 Hirka No. 2 574088 1410202 1,649 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 12, 2007 Feb. 14, 2007 DTH -82-78 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.65-48; -72-78; 54.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -48-72; 24.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -50.0m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method Position of Pipes and Well Structure +0.50 16 in Normal 64 in Normal 0.00 10.00 20.00 30.00 40.00 50.00 0.00 LITHOLOGY HB : 311.4: DTH CO -6.0m Silty Clay (With the Top Soil) -4 m -10.00 Silty Clay G -20.00-22 m Basalt PC -30.00-30 m -40.00 Silty Sand HB 250 DTH G - 48 m -48 m -50.00 Silty Clay -58 m S -60.00 Gravels and pebbles -78 m -70.00 P C - 72 m - 78 m Gravels and Sand -82 m -80.00-82 m -90.00-100.00 SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Fondel Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA003 Fondel 568796 1402214 1,684 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 12, 2007 Feb. 14, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.5-82; -118-130; 94.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -82-118; 36.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Packing Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -77.5m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method Position of Pipes and Well Structure +0.50 16 in Normal 64 in Normal 0.00 100.00 200.00 300.00 400.00 500.00 0.00 LITHOLOGY HB : 311.4: DTH CO - 6m -8.0m Silty Clay (With the Top Soil) -10.00-20.00 Clay Sandy Clay -18 m -20 m G -30.00 PC -40.00-50.00 Clay (with Basaltic Debries between 34 m -60.00 HB 250 DTH G -70.00-82 m -80.00-86 m -90.00 Clayey Sand -92 m Fractured basalt -98 m S -100.00-110.00 Slightly weathered and massive basalt - 118 m -120.00 P C -130 m -130.00-130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Dodota Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA004 Dodota 580236 1382891 1,670 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Jan. 16, 2007 Jan. 18 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.5-62.7; -74.02-108.46; -125.5-131.0: 98.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -32-38; -68-80; -86-92; 28.4m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -13.5m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method HB : 311.4: Position of Pipes and Well Structure +0.50 CO - 2.0m 16 in Normal 64 in Normal 0 100 200 300 400 500 600 0 Clay Top soil LITHOLOGY 2 m CO G - 6.0m -10 Highly Weathered Material -8 m -20 Basalt, Weathered - 32 m -30 S - 38 m -38 m PC -40-50 Basalt, Slightly weathered and Fractured -60-60 m HB 250 DTH G - 66 m -70 S - 80 m -80 Fresh Basalt - 86 m ST - 92 m -90 PC - 100 m -100-110 -120-130.0-130 -130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Grabel Pacing P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Hadishkign Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA005 Hadishkign 579645 1389905 1,535 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 9, 2007 Feb. 11, 2007 DTH -142-140 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.5-82; -118-130; 116.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -82-88; -100-106; -124-136; 24.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Packing Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -77.5m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method HB : 311.4: DTH Position of Pipes and Well Structure +0.50 CO - 6m -10.00 16 in Normal 64 in Normal 0.00 100.00 200.00 300.00 400.00 500.00 0.00 LITHOLOGY Clay (With the Top Soil) Clay with rock fragment Silty Sand -2 m -8 m -12 m -18.0m -20.00 Silty Clay -30.00 G -40.00 PC -50.00-50 m Weathered Basalt -60.00-60 m Highly Weathered material -68 m -70.00 Gravelly sand HB 250 DTH G S - 82 m - 88 m -80.00 Weathered and fractured Basalt -78 m -84 m -90.00 Weathered Basalt - 100 m -100.00-100 m S - 106 m -110.00 Fresh basalt - 118 m -120.00-122 m S -130.00 Highly weathered basalt -132 m - 136 m Gravelly sand -134 m -140 m PC -140.00 Fresh weathered basalt -142 m -150.00 SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Gemedadi Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA006 Gemedadi 567198 1399067 1,679 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Jan. 29, 2007 Feb. 5, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.5-78; -108-130; 100.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -78-108; 30.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Packing Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -49.7m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method Position of Pipes and Well Structure +0.50 16 in Normal 64 in Normal 0.00 20.00 40.00 60.00 80.00 100.00 0.00 LITHOLOGY HB : 311.4: DTH CO -6.0m -10.00-20.00 Clay G -30.00 PC -40.00-42 m Gravelly clay -48 m -50.00 Light Brown Clay -60.00 HB 250 DTH G -70.00 Gravelly Clay -66 m -74 m - 78 m -80.00 Sandy Gravel S -90.00-92 m Gravel -100.00 Gravelly Clay -102 m - 108 m Slightly weathered basalt -110.00-112 m PC -120.00 Fresh weathered basalt -130 m -130.00-130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Tachgubegala Test Borehole Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JRA007 Tachgubegala 574788 1367533 1,391 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 16, 2007 Feb. 18, 2007 DTH -72-58 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length PVC 6" 150.0mm 165.0mm Screw+welding +0.5-40; 40.0m Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length PVC 150.0mm 1.0mm 10% Screw -40-58; 18.0m Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Gravel Packing Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration ø 6-9mm GL -18.1m Submersible pump : Installation Date : not installed Descharge Bit Diameter (mm) and Method Position of Pipes and Well Structure +0.50 16 in Normal 64 in Normal 0.00 20.00 40.00 60.00 80.00 100.00 0.00 LITHOLOGY HB : 311.4: DTH CO Silty Clay -6.0m -6 m -10.00 Clay G -20.00 PC -30.00-36 m HB 250 DTH G - 40 m -40.00 Gravel mixed with clay -42 m Gravelly mixed with sand -48 m S -50.00 Clay with Highly Weathered Rock -50 m - 58 m -60.00 Sand -72 m -70.00-72 m -80.00 SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Gravel P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

Dengolat Test Borehole (Dry Well) Well No. Location Coordinate (UTM) Altitude Town Wareda State Cuntry JHW001 Dengolat 535230 1469777 2,036 m Tigray Ethiopia Date: from to Drilling : Equipment Type Method Flow Depth Depth Depth Final Depth Feb. 19, 2007 Feb. 20, 2007 DTH -130-130 Casing Type : Type Inside Dia. Outside Dia. Joint Type Installation depth: Total Length Dry well Screen Pipe : Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length Observation Pipe: Material Diameter Silot Size Open Rate Joint Type Installation depth: Total Length GS Pipe Gravel Pakking Origin Gravel Size Location Volume Divelopment : Static Water Level Method Duration Descharge Submersible pump : Installation Date : not installed Bit Diameter (mm) and Method Position of Pipes and Well Structure 16 in Normal 64 in Normal 0 100 200 300 400 500 600 0 LITHOLOGY HB : 311.4: - 8.0m Silty Clay -6 m -10 Shale -20-20 m Clay -28 m -30 Shale -38 m -40-50 Back filled borehole -60 Clay HB 250 DTH abandoned borehole -70-80 Weathered Dolerite -82 m -84 m -90-100 -110 Shale -120-130.0-130 -130 m SIMBOL: CO = Concrete PC = PVC Casing HB = Hammer Bit S = Screen TB = Tricon Bit G = Grabel Pacing P = Pump Position BS = Bentnaite sealed R M = Rotary with mud water DTH = Drilled with air

1 200 234 Woreda (Level-2) (Level-1) Alamata 22 5 20 0 25 Raya Azebo 34 11 9 17 37 Enderta 30 0 33 0 33 Hintalo Wajirat 17 1 21 0 22 Kilte Awlaelo 13 0 20 0 20 Degua Temben 19 0 20 0 20 Kola Temben 17 0 20 0 20 Hawzen 17 0 19 0 19 Tnqua Abergele 16 0 18 0 18 Seharti Samre 12 0 20 0 20 197 17 200 17 234 2 200

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No. (2006 F) (NF BH BH BH Water tariff UTM E (m) UTM N (m) (m) (km) (m) (L/s) () (L/s) (L/s) (min) (m3) (m) () () () () (/20L) 1 255 585463 1399546 1,558 1996 ESRDF F 5,8,9,13 5 2 90 1 6 2-3 2 120 580822 1402681 1,528 1996 F 5,6,9 2 2 N.A. 2 8 2-3 3 276 585959 1406081 1,546 1996 TWRMEB F 4,7,8,9,13 4 2 140 2 6 2-3 4 200 569585 1401152 1,645 1979 NF 1986 5,7,9,10,1 3 2004 2 93 N.A. 8 2-3 5 354 574717 1392628 1,523 1979 F 7 4 2004 2 N.A. 2 6 2-3 6 315 568335 1391864 1,623 1999 ESRDF F 7 445 575300 1370108 1,428 2001 7,8,9,10,1 3 5 2006 2 F 5,7,8,9 4 2005 2 110 2 6 2-3 102 7 6 2-3 8 200 573007 1373114 1,402 1979 F 7,8,9 2 200 2 6 2-3 9 600 574149 1405439 1,625 1996 10 140 583187 1399654 1,531 2001 11 139 577549 1396839 1,510 2002 12 250 578404 1387098 1,523 2002 13 N.A. 568677 1416533 1,813 1999 14 226 567876 1410406 1,774 1996 ESRDF, 15 210 577652 1402599 1,559 1979 F 5 F 8 1 4 140 7 6 4.0 F 5,9,13,14 4 2007 2 99 3 6 3.0 NF 2004 7 2 120 6.5 6 N.A NF 2005 1,7,13 4 75 2 6 2.0 NF 2003 9,10,13,14 2007 1 N.A. 1.5 6 7.0 F 5,7,8,9 3 2 70 2 6 6.7 1996 3 100 N.A 6 2-3 16 243 576586 1406683 1,600 1992 F 5 5 5 N.A. 2 6 2-3 17 350 574112 1410871 1,661 1979 TWRMEB NF 2007 5 2 1996 8 N.A. 7 8 2-3 CGM CGM CGM 1.3 40 N.A. 3.2 200 3 5 7 200 2,200 500 0.1 2.7 20 N.A. 3.2 50 3 N.A. 8 400 N.A. 80 0.1 2.7 25 N.A. 4 70 5 7 11 200 1,200 80 0.1 2.2 90 A (300m) 12 50 0 N.A. N.A. N.A. N.A N.A. 0.1 2.8 60 N.A. 10 50 3 8 9 N.A. 3,600 400 0.1 1.8 30 N.A. 3.2 70 3 8 11 400 N.A. 400 0.1 2.1 25 N.A. 3.2 1,000 5 8 11 700 2,000 1,200 0.1 1.8 30 N.A. 3.2 50 5 5 10 400 1,100 170 0.1 3.3 20 N.A. 4 50 5 8 10 350 1,700 250 0.1 2.7 20 N.A. 3.2 100 5 9 11 350 1,900 120 0.1 5.6 30 N.A. 10 50 4 N.A. N.A. 300 N.A. N.A. 0.1 1.4 120 N.A. 10 600 5 10 11 400 4,000 N.A. 0.1 3.5 240 N.A. 50 200 0 N.A. N.A. N.A. N.A. N.A. 0.1 5.3 10 N.A. 3.2 70 5 0.3 7 270 370 70 0.1 3.1 45 N.A. 8.5 50 3 5-6 8 200 2,400 1,000 0.1 1.3 60 A (500m) 4.8 70 4 9 10 N.A. 1,300 800 0.1 2.2 90 A (500m) 12 30 3 8 11 300 1,500 500 0.1 *1 *2 : *3 A. : - 20-30 L0.1 ESRDF 1. 8. B. : TWRMEB 2. 9. C. : 3. 10. D. : 2000 4. 11. E. : 5. 12. 6. 13. 7. 14.