Taseko Prosperity Gold-Copper Project. Appendix 3-7-H

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Taseko Prosperity Gold-Copper Project Appendix 3-7-H

Appendix 7H Phase 5 Overburden Samples 7H-1 Phase 5 Overburden Sample Sources Testpit Easting Northing Elevation Depth (UTM NAD83) (UTM NAD83) (UTM NAD83) 7AT 456,343 5,701,264 1477 3.0 7BT 456,420 5,701,192 1464 3.0 7CT 456,479 5,701,106 1474 3.0 Drill Hole Easting Northing Elevation Depth (UTM NAD83) (UTM NAD83) (UTM NAD83) 2007-295 456,369 5,701,362 1456.9 370.94 Taseko Mines Limited July 2008

Prosperity GEOLOGY LOG LITHOLOGY MINERALIZATION Code Description Code Description Code Description OVERBURDEN LATE CRETACEOUS INTRUSIVE COMPLEX anh Anhydrite FILL Rock Fill PMPD Post Mineralization Porphyritic Diorite bn Bornite CASE Casing QFP Quartz Feldspar Porphyry - aphanitic cal Calcite TRIC Triconed Bedrock, no recovery QD3 Quartz Diorite - equigranular to subporphyritic cb Carbonate OVB1 Overburden, mostly till QD2 Quartz Diorite - coarse seriate porphyritic cc Chalcocite QD1 Quartz Diorite - heterogeneous fine porphyritic cpy Chalcopyrite QUATERNARY COVER cup Cuprite Pleistocene Glacial Till SEDS Mudstone, Siltstone, Sandstone, and Conglomerate ep Epidote CRETACEOUS SEDIMENTARY ROCKS cu Native Copper TILB Basal Till CRETACEOUS VOLCANIC ROCKS gyp Gypsum CLAYU Clay SUBV Crowded Porphyritic Andesite hem Hematite SICLU Silt/Clay Till FLOW Porphyritic Andesite Flow lim Limonite SILTU Silt BEAT Laminated Andesite Tuff mag Magnetite GRAVU Gravel DEBF Andesite Lapilli Tuff and Debris Flow mol Molybdonite TERTIARY COVER MAT Andesite Tuff - ash tuff pbzn Lead, Zinc Miocene to Pliocene Basalt Flows FAXT Andesite Tuff - crystal tuff po Pyrrhotite py Pyrite BSLT Basalt Flow, vesicular ALTERATION qz Quartz OVB2 Overburden, below BSLT, OVB1 Code Abbreviations sp Sphalerite NON Weakly altered ten Tenorite Colluvium BIO K-Silicate titn Tetra-Tenn FANL Fanglomerate (Limonitic) KSP Orthoclase to Tourmaline FAN Fanglomerate SER Sericite-Ankerite Glacial Lacustrine Sediments QTZ Silicification GRAV Gravel PRO Propylitic SICL Silt/Clay Mix PHY Phyllic CLAY Clay ARG Argillic SILT Silt ALB Albite STRUCTURE INTENSITY Code Description Code Description Code Description bed Bedding brx Broken Zone T Trace cren Crenulations dyke Mini Dyke <5m W Weak fold Folded frac Fractured M Moderate gc Ground Core gg Gouge S Strong Hole ID 2007-294 Page 1 of 4 DRILL HOLE INFORMATION Coordinate System Easting Northing Elevation MINE GRID 10120.00 9880.00 1443.17 Collar Azimuth Collar Dip Planned Depth Final Depth 45.0-50.00 85.00 Overburden (m) Casing (ft) Tricone (ft) 0.00 Down-hole Survey Data Depth (m) Azimuth Inclination Method Drilling Data Bit Size From To Length HQ 0.00 85.00 85.00 Professional/Technician Data Person Start Date End Date Collar Survey Drill Contractor Geology By PT Geotechnical Log PT Specific Gravity Casing Cemented Plugged Rehab. Pad in / out yes / no yes / no yes / no Degree of Success of Drilling 26-Nov-07 replitho_fulllog:report HUNTER Responsible DICKINSON Mineral INC. Development

Prosperity GEOLOGY LOG Log by Peter Tipple Peter Tipple Date 17-Nov-07 Hole ID 2007-294 Page 2 of 4 I N T E R V A L (ft) From To 0.0 4.1 Overburden, not sampled. Rock Code 4.1 5.3 OVB1 Poorly sorted overburden unit with combination of 20% ground cobbles. 60% black-dark grey poorly graded sand. 20% 1-2cm pebbles. Sharp transtion into dark grey stiff clay unit. 5.3 37.2 CLAYU Dark grey stiff homogenous clay unit. Scaly microfracture polygonal exfoliation which develops into a consistent 55TCA bedding cleavage in last 1m of unit. Embedded 30% clay supported 3-50mm predominantly subrounded light grey heterolithic gravel in uppermost 8.85m. Embedded 25% clay supported black 2-40mm angular to subrouded basaltic heterolithic gravel in last 0.68m of unit. Sharp transition into unconsolidated basal till interval with mostly black basaltic gravelly sand/silty sand with heterolithic size pebbles/gravel. 37.2 39.2 TILB Basal till interval with poorly consolidated (mostly black) also lightdark grey-orange-brown gravelly sand/silty sand with heterolithic size pebbles/gravel. ~60% coarse grained black sand. 35% black-grey 2-30mm subrounded heterolithic gravel. 5% black silty-sand. Sharp transition into generally cohesive clay matrix supported silty sand/gravel with intervals of unconsolidated sand and gravel. 39.2 43.9 SICLU Cohesive black soft clay/silt matrix 26-Nov-07 I N T E R V A L From To A L T E R A T I O N Major Minor 1 M I N E R A L I Z A T I O N % % % % 2 3 4 S T R U C T U R E 0.0 4.1 No sampling from 0-4.1m 4.1 5.3 5.3 37.2 Major CA Minor Comments 5.3 14.1 Clay matrix supported subunit with 30% embedded 3-50mm subrounded fine to coarse gravel lithofragments 33.0 37.2 Narrowly spaced homogeneous bedding cleavage of 55TCA with 2mm spacing. 36.5 37.2 bed S 55 Embedded 25% clay/silt matrix supported black 2-40mm angular to subrouded gravel sized basalt lithofragments. 37.2 39.2 39.2 43.9 replitho_fulllog:report HUNTER Responsible DICKINSON Mineral INC. Development

Prosperity GEOLOGY LOG Log by Peter Tipple Peter Tipple Date 17-Nov-07 Hole ID 2007-294 Page 3 of 4 I N T E R V A L (ft) From To Rock Code supported till with embedded 10% <2mm-3mm coarse sand and small sized gravel. Sharp transition into fairly homogeneous black sandy/silt till which exhibits poor cohesion with little clay cementation. Minor amounts of 2-5mm black-grey-brown heterolithic gravel. 43.9 52.0 SILTU Fairly homogeneous black basalt framework supported silty-sand till which exhibits poor cohesion due to absence of clay cementation. Most core recovery exhibits slumping of sediments with occasional 20cm intervals of weakly cohesive sand/silt. 80% subrounded-angular fine-grained to coarse grained sand. 10% 2-5mm black-grey-brown heterolithic gravel. 10% silt/clay. Sharp transition into stiff-very stiff cohesive homogeneous black clay unit. 52.0 61.7 CLAYU stiff-very stiff cohesive homogeneous black clay unit. No heterolithic embedded sediments. Moderately spaced dominant 55TCA bedding cleavage occurring every ~5cm. Transition into pooly consolidated black-brown-grey fine-coarse grained sand and gravel. 61.7 63.0 TILB Very poorly consolidated black-greybrown heterolithic fragments from coarse grained sand/gravel with little clay cemetation. 60% 2-30mm angular-subrounded black-brown-grey gravel. 35% fine-coarse grained sand. 5% silt/clay. Transition into interval with total lost 26-Nov-07 I N T E R V A L A L T E R A T I O N Major Minor 1 M I N E R A L I Z A T I O N % % % % 2 3 4 S T R U C T U R E Major CA Minor Comments From To 40.9 42.2 erval of unconsolidated black-grey <2mm-40mm coarse sand and gravel. 50cm of lost recovery with ground core @ 41.76m 43.9 52.0 52.0 61.7 bed S 55 61.7 63.0 replitho_fulllog:report HUNTER Responsible DICKINSON Mineral INC. Development

Prosperity GEOLOGY LOG Log by Peter Tipple Peter Tipple Date 17-Nov-07 Hole ID 2007-294 Page 4 of 4 I N T E R V A L (ft) From To Rock Code recovery and ground lithofragments from cave in. 63.0 69.3 TRIC I N T E R V A L From To 63.0 69.3 A L T E R A T I O N Major Minor 1 M I N E R A L I Z A T I O N % % % 2 3 4 % S T R U C T U R E Major Minor CA Comments Total lost recovery with ground lithofragments from drill hole cave in. Transition into highly cohesive matrix supported conglomerate with angularsubrounded heterolithic gravel of highly diverse composition. 69.3 81.4 SEDS 69.3 81.4 Matrix supported conglomerate unit with variable 20-70% subrounded heterolithic 2-20mm brown-grey-blackpurple-orange pebbles/gravel. Matrix is composed of 30-80%black-dark grey clay. Conglomerate unit is fairly cohesive but exhibits low strength. EOH @ 81.38m. 26-Nov-07 replitho_fulllog:report HUNTER Responsible DICKINSON Mineral INC. Development