1-SI Report r0 · UCS - 79 MPa UCS - 127 MPa UCS - 80 MPa 3/3/5 2/4/3 2/10/40 4/2/4 6/7/8 4/10/13 0...

VA101-343/6-1 Rev 0

January 13, 2011

APPENDIX A

GEOTECHNICAL DRILLHOLE DATA

Appendix A1 Geotechnical Drillhole Summary Logs Appendix A2 Bedrock Geotechnical Drillhole Logs Appendix A3 Geotechnical Drillhole Site Photographs Appendix A4 Geotechnical Drillhole Core Photographs

VA101-343/6-1 Rev 0

January 13, 2011

APPENDIX A1

GEOTECHNICAL DRILLHOLE SUMMARY LOGS

(Page A1-1 to A1-36)

Drillhole Log K10-01GT Drillhole Log K10-02GT Drillhole Log K10-03GT Drillhole Log K10-04GT Drillhole Log K10-05GT Drillhole Log K10-06GT Drillhole Log K10-08GT Drillhole Log K10-09GT Drillhole Log K10-10GT Drillhole Log K10-11GT Drillhole Log K10-12GT Drillhole Log K10-13GT Drillhole Log K10-14GT Drillhole Log K10-15AGT Drillhole Log K10-16GT Drillhole Log K10-17GT Drillhole Log K10-18GT Drillhole Log K10-19GT Drillhole Log K10-20GT Drillhole Log K10-21GT Drillhole Log K10-22GT Drillhole Log K10-23GT Drillhole Log K10-24GT Drillhole Log K10-25GT

UCS - 80 MPa

UCS - 69 MPa

UCS - 69 MPa

UCS - 218 MPa

5/2/3

3/3/2

4/4/5

6/8/6

5/4/3

50

0

23

48

0

12

0

37

49

82

100

69

72

80

93

71

41

41

85

97

39

68

37

39

72

98

98

100

98

98

98

98

100

93

93

95

100

100

96

98

100

SPT-01-1SRK-01-1SPT-01-2SRK-01-2SPT-01-3SRK-01-3SPT-01-4SRK-01-4SPT-01-5SRK-01-5SPT-01-6SRK-01-6

UCS 01-1

UCS 01-2

UCS 01-3

UCS 01-4

MINE WASTE ROCK - GRAVEL ANDSAND(0 to 9.8)sandy GRAVEL some silt, trace clay,angular, poorly graded, non to lowplasticity, light grey, loose, dry [MINEWASTE ROCK]

ORGANIC DEPOSITS(9.8 to 10.2)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(10.2 to 39)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

End of Drillhole: 39 m

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)

SPT TEST DATA 'N'VALUES

20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)

AVANTI KITSAULT MINE LTDKITSAULT PROJECT

DRILLHOLE LOG FOR K10-01GT

RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

655

650

645

640

635

630

625

620

615

SAM

PLE

TYPE

SAM

PLE

NO

.MATERIAL DESCRIPTION

Appendix A1-1

Coordinates:

Contractor:

1

Primary CrusherLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,142,498 N, 473,131 E, UTM NAD83 ZONE 9

Project:

REV. 0 - Issued for Report 0REV.

PROJECT/ASSIGNMENT NO.

Odex / Diamond Drilling

Date Started:

Date Completed:

Date Well Installed:

Logged by:

Reviewed by:

1

Logging conducted according to the Canadian Foundation Engineering Manual, 4th Edition, 2006.

REF. NO.

Jun 30, 10Jul 1, 10Jul 1, 10JS/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

1-INCH STANDPIPE WAS INSTALLED. BULK SAMPLES WERE COLLECTED FORSRK CONSULTING FOR ARD/ML TESTING.

Drill Hole No.

Fraste DR232

K10-01GT

SPT sampler39 m

650.41 m0o,90o

PAGE

FIGURE.REV. 0 - Issued for Report

Geotech Drilling Ltd.Fi

le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-1 of 36

UCS - 90 MPa

UCS - 167 MPa

UCS sample brokenduring shipping

UCS - 50 MPa

4/5/4

2/2/2

23

0

560

57

49

36

51

21

23

30

7

0

20

41

100

35

57

49

57

68

43

9696

98

98

100

100

93

95

98

100

100

100

97

100

91

100

100

100

100

100

SPT-02-1SRK-02-1SPT-02-2SRK-02-2UCS 02-1

UCS 02-2

UCS 02-3

UCS 02-4

MINE WASTE ROCK - GRAVEL ANDSAND(0 to 4)sandy GRAVEL some silt, trace clay,angular, poorly graded, non to lowplasticity, light grey, loose, dry [MINEWASTE ROCK]ORGANIC DEPOSITS(4 to 4.3)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(4.3 to 34.1)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

End of Drillhole: 34.1 m

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

749

744

739

734

729

724

719

714

709

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-2

Coordinates:

Contractor:

1

Fuel StorageLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,378 N, 473,443 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 1, 10Jul 2, 10Jul 2, 10JS/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

Fraste DR232

K10-02GT

SPT sampler34.1 m

744.18 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-2 of 36

UCS - 128 MPa

UCS - 126 MPa

UCS - 82 MPa

UCS - 137 MPa

3/3/4

0/1/1

0/1

0/1

0/1

0/2

8/18/32

15

0

0

0

0

0

0

10093

96

74

44

60

85

21

75

83

95

100

73

62

37

62

100

100

100

95

98

100

100

92

96

100

95

100

100

99

96

97

SPT-03-1SRK-03-1SPT-03-2SRK-03-2SPT-03-3SRK-03-3SPT-03-4SRK-03-4SPT-03-5SRK-03-5SPT-03-6SRK-03-6SPT-03-7

UCS 03-1

UCS 03-2

UCS 03-3

UCS 03-4

MINE WASTE ROCK - GRAVEL ANDSAND(0 to 3.1)sandy GRAVEL some silt, trace clay,angular, poorly graded, non to lowplasticity, light grey, loose, dry [MINEWASTE ROCK]SILT(3.1 to 10.5)SILT some clay and gravel, subroundedgravel, gap-graded, medium plasticity,medium grey, very soft, massive, moist[WASTE MATERIALS STOCKPILE]ORGANIC DEPOSITS(10.5 to 11.3)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(11.3 to 35.7)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

748

743

738

733

728

723

718

713

708

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-3

Coordinates:

Contractor:

1

Truckshop & WarehouseLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,498 N, 473,559 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

Fraste DR232

K10-03GT

SPT sampler35.7 m

743.39 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-3 of 36

UCS - 78 MPa

UCS - 79 MPa

UCS - 127 MPa

UCS - 80 MPa

3/3/5

2/4/3

2/10/40

4/2/4

6/7/8

4/10/13

0

20

0

25

65

85

9980

38

39

36

7

26

79

66

56

90

33

100

34

39

45

92

9221

58

68

75

16

46

63

99

94

100

100

97

92

98

98

92

100

100

92

100

99

100

100

84

8490

100

100

100

100

89

100

SPT-04-1SRK-04-1SPT-04-2

SRK-04-2

SPT-04-3SRK-04-3SPT-04-4SRK-04-4SPT-04-5SRK-04-5SPT-04-6

UCS 04-1

UCS 04-2

UCS 04-3

UCS 04-4



DEP

TH (m

)

5

10

15

20

25

30

35

40

45

50

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

733

728

723

718

713

708

703

698

693

688

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-4

Coordinates:

Contractor:

1

South TMF EmbankmentLocation:

Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,142,080 N, 474,680 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

Fraste DR232

K10-04GT

SPT sampler100 m

727.90 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-4 of 36

UCS - 41 MPa

UCS sample brokenduring shipping

UCS - 46 MPa

UCS - 100 MPa

UCS - 110 MPa

51

23

73

53

40

37

37

15

33

43

30

73

33

43

0

59

5932

62

43

41

45

41

77

82

51

56

12

12

70

98

75

100

92

100

97

94

95

97

75

94

100

99

92

92

100

39

100

100

82

94

79

94

98

100

96

100

94

100

94

89

100

98

98

UCS 04-5

UCS 04-6

UCS 04-7

UCS 04-8

UCS 04-9

GREYWACKE AND ARGILLITE(11.3 to 68)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

DIOMIEN DYKE(68 to 71.6)

GREYWACKE AND ARGILLITE(71.6 to 100)


DEP

TH (m

)

55

60

65

70

75

80

85

90

95

100

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

783

778

773

768

763

758

753

748

743

738

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-5

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,142,080 N, 474,680 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

Fraste DR232

K10-04GT

SPT sampler100 m

727.90 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-5 of 36

UCS - 20 MPa(Argillite)

UCS - 30 MPa(Argillite)

UCS - 138 MPa(Greywackie)

4/6/7

3/2/1

2/1/3

1/4/3

12/24/15

50

4/8/6

50

43

23

30

30

62

0

0

17

5674

45

13

44

39

16

44

54

70

26

72

53

89

100

100

100

94

96

79

92

94

94

100

100

96

SPT-05-1SRK-05-1SPT-05-2SRK-05-2SPT-05-3SRK-05-3SPT-05-4

SRK-05-4

SPT-05-6

SRK-05-5

SPT-05-7

SRK-05-6

SPT-05-8

SRK-05-7

SPT-05-9

SRK-05-8

UCS 05-1

UCS 05-2

UCS 05-3



DIOMIEN DYKE(33 to 33.34)GREYWACKE AND ARGILLITE(33.34 to 39.9)


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

717

712

707

702

697

692

687

682

677

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-6

Coordinates:

Contractor:

1

Down Gradient of South TMF EmbankmentLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,141,755 N, 474,300 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

2-INCH MONITORING WELL WAS INSTALLED. BULK SAMPLES WERECOLLECTED FOR SRK CONSULTING FOR ARD/ML TESTING.

Drill Hole No.

Fraste DR232

K10-05GT

SPT sampler39.9 m

712.31 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-6 of 36

3/5/6

3/4/4

5/6/6

4/6/8

42

50

42

100

3467

39

21

75

61

34

80

70

72

98

57

72

100

93

98

91

100

95

100

96

98

98

98

95

93

SPT-06-1

SRK-06-1

SPT-06-2

SRK-06-2

SPT-06-3

SRK-06-3

SPT-06-4

GRAVEL AND SAND(0 to 15)sandy GRAVEL some silt, trace clay,angular, poorly graded, non to lowplasticity, light grey, loose, dry [MINEWASTE ROCK]

ORGANIC DEPOSITS(15 to 15.5)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]DIORITE(15.5 to 35.5)medium-grained, porphyritic, grey to green,strong, fresh, widely spaced joints, highpersistence, smooth, planar, filled withquartz veins [INTRUSIVE PULTON]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

690

685

680

675

670

665

660

655

650

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-7

Coordinates:

Contractor:

1

Down Gradient of South TMF EmbankmentLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,141,413 N, 473,974 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

2-INCH MONITORING WELL WAS INSTALLED. BULK SAMPLES WERECOLLECTED FOR SRK CONSULTING FOR ARD/ML TESTING.

Drill Hole No.

Fraste DR232

K10-06GT

SPT sampler35.5 m

685.00 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-7 of 36

3/3/4

3/5/3

1/2/3

5/2/1

50+6 inches

23

7

8

23

079

68

26

9

79

92

73

96

SPT-08-1

SPT-08-2

SPT-08-3

SPT-08-4

SPT-08-5

GRAVEL AND SAND(0 to 4.3)sandy GRAVEL some silt, trace clay,angular, poorly graded, non to lowplasticity, light grey, loose, dry [MINEWASTE ROCK]

SILT(4.3 to 6.7)SILT some clay and gravel, subroundedgravel, gap-graded, medium plasticity,medium grey, very soft, massive, moist[WASTE MATERIALS STOCKPILE]

ORGANIC DEPOSITS(6.7 to 7)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(7 to 12.8)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]


DEP

TH (m

)

5

10

15

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

749

744

739

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-8

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,452 N, 473,519 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 13, 10Jul 14, 10

JS/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT Drill Hole No.

Fraste DR232

K10-08GT

SPT sampler12.8 m

743.55 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-8 of 36

UCS - 303 MPa

UCS - 221 MPa

2308289

79

77

86

94

96

91

89

92

39

100

75

7

21

0

28

33

56

100

54

54

48

16

85

96

99

99

87

96

98

83

63100100100100

100

100

100

99

98

100

100

99

95

100

100

82

80

13

55

100

100

100

95

99

98

97

100

100

99

99

100

97

100

100

UCS 09-2

UCS 09-1

ORGANIC DEPOSITS(0 to 0.7)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]TRACHYANDESITE(0.7 to 21.11)fine grained, medium grey, very strong,fresh, massive, high persistence columnarjointed [LAVA FLOW]

(21.11 to 33.32)broken up, weak and vuggy~ contact between lava flow layers

TRACHYANDESITE(33.32 to 50.59)fine grained, medium grey, very strong,fresh, massive, high persistence columnarjointed [LAVA FLOW]

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

930

925

920

915

910

905

900

895

890

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-9

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 4

101-343/6

GENERAL REMARKS:

HQ3 / NQ

6,143,565 N, 474,390 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 13, 10Jul 17, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-09GT

NA162.9 m925.18 m

0o,90o

PAGE


Radius Drilling Corp.Fi

le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-9 of 36

Reduced to NQ drillingat 80 m

90

49

75

56

65

64

73

76

39

83

73

45

100

100

99

100

100

100

73

100

88

35

62

93

89

94

91

97

94

100

100

98

99

96

100

100

96

99

100

100

100

99

100

100

100

100

100

94

76

93

100

98

100

100





DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

980

975

970

965

960

955

950

945

940

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-10

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 4

101-343/6

GENERAL REMARKS:

HQ3 / NQ

6,143,565 N, 474,390 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Jul 13, 10Jul 17, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-09GT

NA162.9 m925.18 m

0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-10 of 36

90

98

66

53

92

31

35

5

42

42

58

23

35

16

57

54

100

100

100

100

100

46

67

35

100

100

100

100

100

100

100

100


GREYWACKE AND ARGILLITE(118.3 to 162.9)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

DEP

TH (m

)

105

110

115

120

125

130

135

140

145

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

1030

1025

1020

1015

1010

1005

1000

995

990

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-11

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 4

101-343/6

GENERAL REMARKS:

HQ3 / NQ

6,143,565 N, 474,390 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

3


REF. NO.

Jul 13, 10Jul 17, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-09GT

NA162.9 m925.18 m

0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-11 of 36

45

36

47

52

64

100

100

100

95

100



DEP

TH (m

)

155

160

165

170

175

180

185

190

195

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

1080

1075

1070

1065

1060

1055

1050

1045

1040

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-12

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 4

101-343/6

GENERAL REMARKS:

HQ3 / NQ

6,143,565 N, 474,390 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

4


REF. NO.

Jul 13, 10Jul 17, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-09GT

NA162.9 m925.18 m

0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-12 of 36

20/50

2/4/5

4/6/5

50

4/4/9

3/5/7

4/8/4

7/6/5

4/2/2

6/4/1

2/4/5

8/3/2

6/8/11

0

33

30

0

32

32

25

5

13

7

20

17

40

0

0

45

37

34

5

83

94

SPT-10-1

SPT-10-2

SPT-10-3

SPT-10-4

SPT-10-5

SPT-10-6

SPT-10-7

SPT-10-8

SPT-10-9

SPT-10-10

SPT-10-11

SPT-10-12

SPT-10-13


SILT(22.6 to 26.5)SILT some clay and gravel, subroundedgravel, gap-graded, medium plasticity,medium grey, very soft, massive, moist[WASTE MATERIALS STOCKPILE]ORGANIC DEPOSITS(26.5 to 27.1)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(27.1 to 33.5)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]End of Drillhole: 33.5 m

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

747

742

737

732

727

722

717

712

707

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-13

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,518 N, 473,537 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 14, 10Jul 16, 10

JSBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


Fraste DR232

K10-10GT

SPT sampler33.5 m

741.91 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-13 of 36

50

3/2/3

3/1/4

3/2/5

7/9/12

0

23

30

23

20

39

0

0

100

80

48

SPT-11-1

SPT-11-2

SPT-11-3

SPT-11-4

SPT-11-5


ORGANIC DEPOSITS(7.3 to 7.9)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(7.9 to 12.8)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]


DEP

TH (m

)

5

10

15

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

748

743

738

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-14

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,541 N, 473,600 E, UTM NAD83 ZONE 9

Project:




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 16, 10Jul 16, 10

JSBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


Fraste DR232

K10-11GT

SPT sampler12.8 m

743.37 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-14 of 36

UCS - 215 MPa

UCS - 24 MPa

UCS - 178 MPa

58

61

95

98

95

93

97

96

77

56

12

48

47

39

46

91

0

93

56

59

99

98

95

99

69

93

97

99

97

98

98

97

99

100

100

100

100

97

100

98

98

100

95

96

99

98

100

99

UCS 12-1

UCS 12-2

UCS 12-3

ORGANIC DEPOSITS(0 to 0.3)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]TRACHYANDESITE(0.3 to 16.86)fine grained, medium grey, very strong,fresh, massive, columnar jointed, highpersistence [LAVA FLOW]

TRACHYANDESITE -TRANSITIONBETWEEN LAVA FLOWS(16.86 to 32)broken up, weak and vuggy~ contact between lava flow layers

TRACHYANDESITE(32 to 36.7)fine grained, medium grey, very strong,fresh, massive, columnar jointed, highpersistence [LAVA FLOW]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

929

924

919

914

909

904

899

894

889

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-15

Coordinates:

Contractor:

1

Permanent CampLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,551 N, 474,327 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 18, 10Jul 19, 10Jul 19, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

1-INCH STANDPIPE WAS INSTALLED

Drill Hole No.

R 1500

K10-12GT

NA36.7 m

923.83 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-15 of 36

UCS - 197 MPa

UCS - 269 MPa

UCS - 279 MPa

UCS - 231 MPa

UCS - 28 MPa

UCS - 63 MPa

31

60

56

75

97

85

63

68

98

74

0

17

89

99

100

100

100

91

76

82

100

96

100

100

100

95

97

0

77

95

89

97

58

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

96

97

100

100

96

100

100

100

100

100

100

100

97

100

100

UCS 13-1

UCS 13-2

UCS 13-3

UCS 13-4

UCS 13-5

UCS 13-6


TRACHYANDESITE -TRANSITIONBETWEEN LAVA FLOWS(10.7 to 19.85)broken up, weak and vuggy~ contact between lava flow layers


TRACHYANDESITE -TRANSITIONBETWEEN LAVA FLOWS(42.71 to 45.76)broken up, weak and vuggy~ contact between lava flow layersTRACHYANDESITE(45.76 to 50.3)fine grained, medium grey, very strong,fresh, massive, high persistence columnarjointed [LAVA FLOW]End of Drillhole: 50.3 m

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

50

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

945

940

935

930

925

920

915

910

905

900

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-16

Coordinates:

Contractor:

1

Coarse Ore StockpileLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,570 N, 474,043 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 19, 10Jul 21, 10Jul 21, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-13GT

NA50.3 m

940.30 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-16 of 36

UCS - 195 MPa

21

63

4397

39

88

100

80

72

97

96

89

96

21

0

0

25

0

24

0

54

36

51

11

0

29

0

43

27

36

87

79

70

83

95

10097

58

100

100

100

100

98

100

100

98

99

92

94

96

70

45

67

88

100

83

66

47

54

25

64

98

100

100

100

100

UCS 14-1


CLAY AND GRAVEL(33.66 to 39.76)lava flow contact

CONGLOMERATE(39.76 to 45.85)

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

882

877

872

867

862

857

852

847

842

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-17

Coordinates:

Contractor:

1

Downgradient of Northeast TMF EmbankmentLocation:

Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,964 N, 475,929 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 22, 10Jul 24, 10Jul 24, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

2-INCH MONITORING WELL WAS INSTALLED

Drill Hole No.

R 1500

K10-14GT

NA62.6 m

878.77 m135o,45o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-17 of 36

70

56

75

61

98

56

41

51

100

95

100

100

98

96

94

98



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

918

913

908

903

898

893

888

883

878

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-18

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,964 N, 475,929 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Jul 22, 10Jul 24, 10Jul 24, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-14GT

NA62.6 m

878.77 m135o,45o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-18 of 36

Drillhole K10-15GTwas abandoned.UCS - 126 MPa

UCS - 98 MPa

UCS - 86 MPa

UCS - 76 MPa

UCS - 66 MPa

UCS - 160 MPa

70

11

30

33

25

20

58

46

33

10

0

0

13

22

51

69

31

18

24

56

58

52

62

29

100

76

16

51

55

48

79

89

30

100

89

100

93

98

98

100

100

86

97

87

0

100

100

100

100

100

100

100

100

98

100

100

100

100

100

100

96

92

98

98

100

UCS 15-1

UCS 15-2

UCS 15-3

UCS 15-4

UCS 15-5

UCS 15-6

ORGANIC DEPOSITS(0 to 1.2)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(1.2 to 61)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)


DRILLHOLE LOG FOR K10-15AGT

RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

802

797

792

787

782

777

772

767

762

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-19

Coordinates:

Contractor:

1

Northeast TMF EmbankmentLocation:

Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,061 N, 476,805 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 25, 10Jul 27, 10Jul 27, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-15AGT

NA61 m

797.20 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-19 of 36

32

9

24

66

26

96

98

100

100

100

100

100

100

100



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)


DRILLHOLE LOG FOR K10-15AGT

RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

852

847

842

837

832

827

822

817

812

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-20

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,061 N, 476,805 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Jul 25, 10Jul 27, 10Jul 27, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-15AGT

NA61 m

797.20 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-20 of 36

UCS - 138 MPasample broken duringshipping

UCS - 124 MPa

UCS - 91 MPa

UCS - 67 MPa

UCS - 189 MPa

UCS - 138 MPa

56

89

43

39

94

50

42

45

83

21

33

82

64

83

92

70

100

54

85

92

93

16

49

57

66

63

52

85

84

30

7

61

100

100

100

100

100

100

96

95

97

100

100

92

100

100

98

92

98

100

98

98

100

98

81

87

100

100

100

99

99

98

100

100

UCS 16-1UCS 16-2

UCS 16-3

UCS 16-4

UCS 16-5

UCS 16-6

UCS 16-7

ORGANIC DEPOSITS(0 to 2.9)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(2.9 to 61)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

807

802

797

792

787

782

777

772

767

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-21

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,315 N, 476,548 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Jul 28, 10Jul 30, 10Jul 30, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-16GT

NA61 m

802.34 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-21 of 36

38

76

86

84

68

83

37

100

94

100

100

98

96

97



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

857

852

847

842

837

832

827

822

817

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-22

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,315 N, 476,548 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Jul 28, 10Jul 30, 10Jul 30, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-16GT

NA61 m

802.34 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-22 of 36

UCS - 70 MPa

UCS - 46 MPa

UCS - 31 MPa

UCS - 56 MPa

UCS - 51 MPa

UCS - 48 MPa

9

33

28

43

28

43

20

49

0

92

96

98

91

75

72

90

89

78

63

51

61

94

98

79

51

58

35

50

60

81

70

30

17

92

82

96

100

100

98

100

100

100

99

100

100

98

100

99

100

94

100

100

100

100

100

98

100

100

100

100

98

98

98

100

UCS 17-1

UCS 17-2

UCS 17-3

UCS 17-4

UCS 17-5

UCS 17-6

ORGANIC DEPOSITS(0 to 2.9)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]GREYWACKE AND ARGILLITE(2.9 to 60.9)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]

DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

816

811

806

801

796

791

786

781

776

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-23

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,458 N, 476,332 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 1, 10Aug 3, 10Aug 3, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-17GT

NA60.9 m

811.26 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-23 of 36

UCS - 67 MPa

72

98

100

0

41

31

56

100

98

100

0

94

100

100

UCS 17-7



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

866

861

856

851

846

841

836

831

826

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-24

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,458 N, 476,332 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Aug 1, 10Aug 3, 10Aug 3, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-17GT

NA60.9 m

811.26 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-24 of 36

0

0

54

92

66

30

0

28

12

56

40

25

22

12

37

43

72

52

52

77

45

24

30

26

100

39

12

12

0

0

0

0

9

26

98

100

100

100

100

100

100

100

99

100

95

100

100

100

98

100

100

100

100

83

100

100

94

100

ORGANIC DEPOSITS(0 to 4.24)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]BOULDERS AND GRAVEL(4.24 to 10.34)BOULDERS and gravel some silt and sand,rounded, poorly graded, grey, dense, moist[ALLUVIUM]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

791

786

781

776

771

766

761

756

751

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-25

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,715 N, 476,126 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 3, 10Aug 4, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

DRILLED AT 45 DEG ANGLE AT AVANTI REQUEST TO INTERCEPT INFERREDFAULT

Drill Hole No.

R 1500

K10-18GT

NA57.6 m

787.31 m0o,45o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-25 of 36

41

48

52

43

33

100

89

99

89

100



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

826

821

816

811

806

801

796

791

786

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-26

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,143,715 N, 476,126 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Aug 3, 10Aug 4, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

DRILLED AT 45 DEG ANGLE AT AVANTI REQUEST TO INTERCEPT INFERREDFAULT

Drill Hole No.

R 1500

K10-18GT

NA57.6 m

787.31 m0o,45o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-26 of 36

ARTESIAN DURINGDRILLING FROM 10.7 -16.8 M

0

0

62

54

47

82

75

85

51

40

81

91

14

0

0

0

0

12

0

20

2

15

100

87

91

100

95

100

100

99

99

100

100

49

61

73

99

82



DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

759

754

749

744

739

734

729

724

719

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-27

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,944 N, 476,473 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 4, 10Aug 6, 10Aug 6, 10

JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-19GT

NA30.6 m

753.57 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-27 of 36

47

35

43

22

43

38

28

20

28

20

35

47

35

6

0

100

100

95

85

95

100

98

98

92

92

93

86

99

ORGANIC DEPOSITS(0 to 1.5)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]BOULDERS AND GRAVEL(1.5 to 10.8)BOULDERS and gravel some silt and sand,rounded, poorly graded, grey, dense, moist[ALLUVIUM]



DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

791

786

781

776

771

766

761

756

751

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-28

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,463 N, 476,965 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 12, 10Aug 13, 10Aug 13, 10

JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-20GT

NA30.6 m

786.09 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-28 of 36

38

37

56

22

22

0

29

41

49

73

80

91

82

83

47

0

72

93

100

96

96

84

89

98

101

80

113

98

102

100

98

ORGANIC DEPOSITS(0 to 1.5)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]BOULDERS AND GRAVEL(1.5 to 7.74)BOULDERS and gravel some silt and sand,rounded, poorly graded, grey, dense, moist[ALLUVIUM]GREYWACKE AND ARGILLITE(7.74 to 30.6)medium to coarse grained, grey, strong,slightly weathered to fresh, quartz rich withminor feldspar and mafic, some argillitebeds and conglomerate, quartz andcarbonate veins, trace disseminated pyriteon joint faces [BOWSER LAKE GROUP]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

802

797

792

787

782

777

772

767

762

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-29

Coordinates:

Contractor:

1

Borrow AreaLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,118 N, 475,956 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 14, 10Aug 15, 10

JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-21GT

NA30.6 m

797.26 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-29 of 36

UCS - 154 MPa

UCS - 152 MPa

UCS - 208 MPa

100

100

100

19

0

37

39

33

37

100

100

98

100

36

75

37

38

35

52

100

100

100

95

100

81

63

78

56

75

90

64

35

91

94

79

0

98

85

96

108

96

70

101

100

98

100

102

95

90

100

98

100

100

100

103

95

100

93

105

96

92

108

97

102

102

99

94

98

UCS-22-1

UCS-22-2

UCS-22-3


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

50

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

806

801

796

791

786

781

776

771

766

761

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-30

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,142,225 N, 474,552 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 15, 10Aug 18, 10Aug 18, 10

JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-22GT

NA100.3 m800.87 m

0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-30 of 36

UCS - 118 MPa

sample broken duringshipment

UCS - 104 MPa

100

100

100

4259

73

100

62

29

0

24

34

92

0

38

52

38

40

41

64

87

50

77

87

81

73

94

41

52

63

46

51

24

0

70

92

91100

100

100

91

67

94

97

100

92

100

96

100

66

95

98

96

98

106

97

101

94

96

102

100

100

98

100

97

100

100

98

100

UCS-22-4

UCS-22-5

UCS-22-6



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

100

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

856

851

846

841

836

831

826

821

816

811

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-31

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,142,225 N, 474,552 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Aug 15, 10Aug 18, 10Aug 18, 10

JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-22GT

NA100.3 m800.87 m

0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-31 of 36

UCS - 40 MPa

UCS - 103 MPa

UCS - 120 MPa

UCS - 60 MPa

100

100

100

100

9

0

14

16

70

0

45

0

16

52

14

27

28

65

29

54

86

62

15

17

25

45

40

29

0

0

10

8

0

19

0

100

53

96

92

100

85

98

97

62

93

52

79

89

100

92

100

100

100

100

100

100

100

91

100

100

100

100

88

63

56

UCS-23-1

UCS-23-2

UCS-23-3

UCS-23-4


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

797

792

787

782

777

772

767

762

757

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-32

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,141,751 N, 474,996 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 18, 10Aug 21, 10Aug 21, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-23GT

NA83.3 m

791.62 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-32 of 36

UCS - 81 MPa

UCS - 66 MPa

UCS - 62 MPa

100

100

100

7

45

81

62

75

35

26

37

61

25

11

25

11

10

92

67

30

0

32

72

58

53

100

98

100

100

100

100

94

100

100

97

100

97

100

62

100

96

92

98

85

89

95

100

UCS-23-5

UCS-23-6

UCS-23-7



DEP

TH (m

)

55

60

65

70

75

80

85

90

95

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

847

842

837

832

827

822

817

812

807

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-33

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 2

101-343/6

GENERAL REMARKS:

HQ3

6,141,751 N, 474,996 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

2


REF. NO.

Aug 18, 10Aug 21, 10Aug 21, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT


Drill Hole No.

R 1500

K10-23GT

NA83.3 m

791.62 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-33 of 36

UCS - 162 MPa

UCS - 197 MPa

UCS - 207 MPa

UCS - 72 MPa

100

100

100

100

14

28

60

84

94

98

28

75

85

41

28

100

100

97

98

94

98

76

8

58

100

73

98

10

62

100

85

100

100

100

95

100

100

96

100

100

100

97

98

100

98

100

100

100

100

96

100

UCS-24-1

UCS-24-2

UCS-24-3

UCS-24-4

ORGANIC DEPOSITS(0 to 2)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]TRACHYANDESITE(2 to 36.5)fine grained, medium grey, very strong,fresh, massive, columnar jointed, highpersistence [LAVA FLOW]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

932

927

922

917

912

907

902

897

892

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-34

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,356 N, 474,499 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 21, 10Aug 22, 10Aug 22, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-24GT

NA36.5 m

927.21 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-34 of 36

UCS - 142 MPa

sample broken duringshiping

UCS - 191 MPa

100

100

100

20

64

92

89

92

98

90

97

95

98

100

94

93

100

100

98

100

100

95

100

100

87

92

85

62

101

101

101

87

100

95

101

100

100

102

97

101

102

100

100

101

100

98

100

101

98

100

100

UCS-25-1

UCS-25-2

UCS-25-3

ORGANIC DEPOSITS(0 to 0.3)Clay and some silt, uniformly graded,medium plasticity, dark brown, spongy,fibrous, moist to wet [TOPSOIL LAYER]TRACHYANDESITE(0.3 to 36.8)fine grained, medium grey, very strong,fresh, massive, columnar jointed, highpersistence [LAVA FLOW]


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

939

934

929

924

919

914

909

904

899

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-35

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,379 N, 474,421 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 22, 10Aug 23, 10

GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


R 1500

K10-25GT

NA36.8 m

934.17 m0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-35 of 36

H147917

H147918

H147919

H147920

H147921

H147922

H147923

H147924

H147925

H147926

H147927

H147928

H147929


GREYWACKE AND ARGILLITE(29.87 to 42.1)more pyrite


DEP

TH (m

)

5

10

15

20

25

30

35

40

45

DR

ILLH

OLE

NO

TES

SPT

BLO

W C

OU

NTS

Ref

usal

Pen

etra

tion

SAM

PLE

REC

OVE

RY

(%)


20 40 60 80SPT

'N' V

ALU

E / R

QD

(%)

GR

APH

IC L

OG

TOTA

L C

OR

ER

ECO

VER

Y (%

)



RQD (%)

20 40 60 80

WEL

L D

ETA

ILS

ELEV

ATI

ON

(m)

832

827

822

817

812

807

802

797

792

SAM

PLE

TYPE

SAM

PLE

NO


Appendix A1-36

Coordinates:

Contractor:

1

Borrow AreaLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

6,143,358 N, 476,119 E, UTM NAD83 ZONE 9

Project:



Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Aug 23, 10Aug 26, 10

AVANTIBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

DRILLHOLE LOGGED AND SAMPLED BY AVANTI. SAMPLES WERE COLLECTEDFOR SRK CONSULTING FOR ARD/ML TESTING.

Drill Hole No.

R 1500

K10-27GT

NA42.12 m826.50 m

0o,90o

PAGE



le:M

:\1\0

1\00

343\

06\A

\DA

TA\T

AS

K 0

200

(GE

OTE

CH

NIC

AL

SIT

E IN

VE

STI

GA

TIO

N P

RO

GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\KIT

SA

ULT

DR

ILLH

OLE

LO

GS

201

0.G

PJ

Libr

ary:

M:\1

\01\

0014

1\06

\A\D

ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE_D

EC

18,2

009.

GLB

, D

RIL

LHO

LE L

OG

, D

ATA

TE

MP

LATE

_DE

C18

,200

9.G

DT,

Dec

1, 1

0

A1-36 of 36

VA101-343/6-1 Rev 0

January 13, 2011

APPENDIX A2

BEDROCK GEOTECHNICAL DRILLHOLE LOGS

(Page A2-1 to A2-62)

Drillhole Log K10-01GT Drillhole Log K10-02GT Drillhole Log K10-03GT Drillhole Log K10-04GT Drillhole Log K10-05GT Drillhole Log K10-06GT Drillhole Log K10-08GT Drillhole Log K10-09GT Drillhole Log K10-10GT Drillhole Log K10-11GT Drillhole Log K10-12GT Drillhole Log K10-13GT Drillhole Log K10-14GT Drillhole Log K10-15AGT Drillhole Log K10-16GT Drillhole Log K10-17GT Drillhole Log K10-18GT Drillhole Log K10-19GT Drillhole Log K10-20GT Drillhole Log K10-21GT Drillhole Log K10-22GT Drillhole Log K10-23GT Drillhole Log K10-24GT Drillhole Log K10-25GT

Rev. 0 - Issued for Report VA101-343/6-1 Sheet 1 of 2Print: 11/19/20102:12 PM

Drill Hole Number:PROJECT:

Client: Surface Elevation: m m Drill Type:Drilling Company: ft ft Core Diameter: From 0 to 13.1 m PQ mm

Location: Total Depth: m m 13.1 to 39.0 m HQ3 mmCoordinates : ft ft

Azimuth: degInclination: deg (down is positive)

Logged By:Reviewed By:Date Started:

Date Completed:

M:\1\01\00343\06\A\Data\T M:\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Drillhole Logs\[K10-01GT drillhole log.xlsx]Data - Calc Sheet Drill Hole Number:DRILL RUN DATA GEOLOGY - COMMENTS RMR - DATA (BY RUN) RMR CALCULATIONS (BY RUN)

Depth Elev. Depth Elev. Depth Depth Run Recov. Recov. RQD RQD Rock UCS # Joint Joint Condition Water RMR-89 RMR-89 RMR-89 RMR-89 RMR-89 RMR-89

From From From From To To Length Length Length Type (Est.) of Set Persis- Apert- Rough Infill Weath TOTAL Rating UCS RQD Joint Joint Water Total

(see Leg) Joints Spac. P A R I W Rating Rating Spac. Condition Rating (ft) (ft) (m) (m) (ft) (m) (m) (m) (%) (m) (%) (MPa) (mm) Rating Rating

43.0 2102.6 13.11 640.9 48.0 14.63 1.52 1.10 72 0.56 37 GW

highly fractured, biotite rich with quartz, medium to coarse grained.

Iron staining and clay infilling 140 5 220 0 4 3 4 4 15 15 11.7 7.8 7.8 15.0 15 57

48.0 2097.6 14.63 639.4 53.0 16.16 1.52 1.50 98 0.75 49 GWshear zone from 49-50ft, steeply

oriented joints 150 6 250 0 4 3 4 5 16 15 12.2 9.9 8.2 16.0 15 61

53.0 2092.6 16.16 637.8 58.0 17.68 1.52 1.50 98 1.25 82 GWmedium grained, steeply oriented

joints 130 3 500 0 4 1 2 5 12 15 11.2 16.2 10.8 12.0 15 65

58.0 2087.6 17.68 636.3 63.0 19.21 1.52 1.50 98 1.50 98 GW

Calcite infilling from 61-63ft. Rock jammed and broke at 62ft 140 4 375 0 4 2 2 5 13 15 11.7 19.8 9.5 13.0 15 69

63.0 2082.6 19.21 634.8 68.0 20.73 1.52 1.50 98 1.05 69 GW

less steep joints(50deg),calcite infilling becoming less, coarse

grained 140 7 214 0 4 3 4 6 17 15 11.7 13.5 7.8 17.0 15 65

68.0 2077.6 20.73 633.3 73.0 22.26 1.52 1.50 98 1.10 72 GW/ARG

large vertical quartz and calcite infilling separates coarse grained

from new fine grained argillite 130 5 300 0 1 3 4 6 14 15 11.2 14.1 8.7 14.0 15 63

73.0 2072.6 22.26 631.7 78.0 23.78 1.52 1.50 98 1.22 80 GW/ARG

Black fine grained in conglomerate with signs of strain. Turns to medium coarse grained greywacke for last 2.5ft. Calcite

infilling 160 6 250 0 4 3 4 6 17 15 12.7 15.7 8.2 17.0 15 69

78.0 2067.6 23.78 630.2 83.0 25.30 1.52 1.50 98 1.42 93 GW/CON

medium grained greywacke changing to conglomerate.

Massive 150 3 500 0 5 4 4 6 19 15 12.2 18.6 10.8 19.0 15 76

83.0 2062.6 25.30 628.7 88.0 26.83 1.52 1.52 100 1.08 71 CON conglomerate 150 3 507 0 5 5 4 6 20 15 12.2 13.9 10.8 20.0 15 72

88.0 2057.6 26.83 627.2 93.0 28.35 1.52 1.42 93 0.62 41 CON

conglomeated rock, with pyrite and quartz veins, very hard slow

drilling 160 8 178 0 5 1 2 6 14 15 12.7 8.5 7.3 14.0 15 57

GEOTECHNICAL DRILLHOLE LOGGING DATA SHEETROCK MASS CLASSIFICATION - RMR 1989

K10-01GT

1-Jul-1030-Jun-10

KITSAULT PROJECTAVANTI KITSAULT MINE LTD.

GEOTECH DRILLING LTD.PRIMARY CRUSHER

BB

K10-01GT

JS/BH

FRASTE DR232

Weathered State, Structure, Color, Grain Size, Rock Material Strength,

Rock Type,

0473129 E, 6142504 N (UTM NAD 83 Z9)

654.02,14639.0128

90

A2-1 of 62






K10-01GT


Rock Type,

93.0 2052.6 28.35 625.6 98.0 29.88 1.52 1.42 93 0.62 41 CON/ARG change to argillite for last 26 cm 100 17 84 0 5 1 2 6 14 15 9.4 8.5 6.1 14.0 15 53

98.0 2047.6 29.88 624.1 103.0 31.40 1.52 1.45 95 1.29 85 GW

greywacke really hard to break and massive, with calcite veins 160 4 363 0 5 1 2 6 14 15 12.7 16.7 9.4 14.0 15 68

103.0 2042.6 31.40 622.6 108.0 32.93 1.52 1.52 100 1.48 97 GW as above 160 4 380 0 5 0 2 6 13 15 12.7 19.5 9.6 13.0 15 70

108.0 2037.6 32.93 621.1 113.0 34.45 1.52 1.52 100 0.59 39 GW

greywacke with calcite and quartz on the joints and lots of oblique

joints crossing core and breaking it 150 16 95 0 4 1 0 6 11 15 12.2 8.1 6.3 11.0 15 53

113.0 2032.6 34.45 619.5 118.0 35.98 1.52 1.46 96 1.03 68 GW as above 150 9 162 0 4 1 0 6 11 15 12.2 13.2 7.1 11.0 15 59

118.0 2027.6 35.98 618.0 123.0 37.50 1.52 1.49 98 0.57 37 GW

getting more fractured with oblique angles very fractured at

base changing to argillite 150 10 149 0 4 3 2 6 15 15 12.2 7.9 7.0 15.0 15 57

123.0 2022.6 37.50 616.5 128.0 39.02 1.52 1.52 100 0.60 39 ARGargillite more fractured with calcite

and quartz veins 150 8 190 0 5 1 2 6 14 15 12.2 8.2 7.5 14.0 15 57

E.O.H

A2-2 of 62







Date Completed:





14.0 2486.0 4.27 757.7 17.0 5.18 0.91 0.88 96 0.51 56 GW/ARG

Dark fine grained, some bedding visible.UCS sample 1 taken 75 6 147 0 5 4 4 5 18 15 7.7 11.0 6.9 18.0 15 59

17.0 2483.0 5.18 756.8 21.0 6.40 1.22 1.17 96 0.00 0 GW/ARG

Vertical joints lowered RQD, possible shear zone. Run was

jammed at 4ft length 75 10 117 0 4 3 2 5 14 15 7.7 3.0 6.6 14.0 15 46

21.0 2479.0 6.40 755.6 27.0 8.23 1.83 1.80 98 1.05 57 GW/ARG

Coarser grained GW from 21-23ft. Vertical joints from 26-27ft.

Longer run done to zero out after previous 4ft run. 100 9 200 0 4 3 4 6 17 15 9.4 11.3 7.6 17.0 15 60

27.0 2473.0 8.23 753.8 32.0 9.76 1.52 1.50 98 0.74 49 GW/ARG

Medium grained GW, shallow dipping joints, cross bedding seen in argillite. Thick calcite infilling on

one joint. UCS sample 2 taken.120 8 188 0 1 3 3 6 13 15 10.6 9.8 7.4 13.0 15 56

32.0 2468.0 9.76 752.2 37.0 11.28 1.52 1.52 100 0.55 36 GW

Steep joints, highly fractured near bottom (possible shear zone),

minimal infilling 140 5 304 0 5 4 5 6 20 15 11.7 7.7 8.8 20.0 15 63

37.0 2463.0 11.28 750.7 42.0 12.80 1.52 1.52 100 0.78 51 GWHighly fractured at top of run,

quartz in some joints 140 4 380 0 5 5 5 6 21 15 11.7 10.2 9.6 21.0 15 68

42.0 2458.0 12.80 749.2 47.0 14.33 1.52 1.42 93 0.32 21 GW

Weakly cemented, most fractures likely from drilling. Clay infilling in

joints 50 8 178 0 3 0 2 3 8 15 5.7 5.6 7.3 8.0 15 42

47.0 2453.0 14.33 747.7 52.0 15.85 1.52 1.45 95 0.35 23 GW

Highly fractured in middle of run, iron staining on joints, some

calcite 80 7 207 0 4 3 4 5 16 15 8.0 5.8 7.7 16.0 15 53

52.0 2448.0 15.85 746.1 57.0 17.38 1.52 1.50 98 0.46 30 GW some ARG and CON visible 80 8 188 0 4 3 4 5 16 15 8.0 6.8 7.4 16.0 15 53

57.0 2443.0 17.38 744.6 62.0 18.90 1.52 1.52 100 0.10 7 GWMoly? visible in joints. Block of

calcite rich rock 7cm long 100 10 152 0 5 4 4 5 18 15 9.4 3.7 7.0 18.0 15 53

62.0 2438.0 18.90 743.1 67.0 20.43 1.52 1.52 100 0.00 0 GWsome slicken sided joints with

calcite veins 100 15 101 0 5 3 2 6 16 15 9.4 3.0 6.4 16.0 15 50

0473440 E, 6143370 N (UTM NAD83 Z9)

762.02,50034.1112

90

K10-02GT

JS/BH

FUEL STORAGE

BB

FRASTE DR232


Rock Type,


K10-02GT

2-Jul-101-Jul-10


GEOTECH DRILLING INC.

A2-3 of 62






K10-02GT


Rock Type,

67.0 2433.0 20.43 741.6 72.0 21.95 1.52 1.52 100 0.30 20 GW/ARG as above 150 8 190 0 5 0 2 6 13 15 12.2 5.4 7.5 13.0 15 53

72.0 2428.0 21.95 740.0 77.0 23.48 1.52 1.48 97 0.63 41 GW

greywacke slickenside joints some argillite beds 5 cm long

occasional 150 9 164 0 5 0 0 6 11 15 12.2 8.6 7.2 11.0 15 54

77.0 2423.0 23.48 738.5 82.0 25.00 1.52 1.52 100 1.52 100 GWgreywacke compendent very

strong 150 4 380 0 5 0 0 6 11 15 12.2 20.1 9.6 11.0 15 68

82.0 2418.0 25.00 737.0 87.0 26.52 1.52 1.38 91 0.54 35 GW

GW very compendent and occasional layers of ARG more

fractured and friable. Calcite and pyrite on joints 150 7 197 0 4 5 2 6 17 15 12.2 7.6 7.5 17.0 15 59

87.0 2413.0 26.52 735.5 92.0 28.05 1.52 1.52 100 0.87 57 ARG

fractured calcite and clay rubble zone 10 cm thick at 89 ft 100 10 152 0 1 5 2 6 14 15 9.4 11.3 7.0 14.0 15 57

92.0 2408.0 28.05 734.0 97.0 29.57 1.52 1.52 100 0.75 49 GW/ARG as above 150 9 169 0 4 0 0 6 10 15 12.2 9.9 7.2 10.0 15 54

97.0 2403.0 29.57 732.4 102.0 31.10 1.52 1.52 100 0.87 57 GW/ARG as above 100 13 117 0 4 1 2 6 13 15 9.4 11.3 6.6 13.0 15 55

102.0 2398.0 31.10 730.9 107.0 32.62 1.52 1.52 100 1.04 68 GW

very compendent greywacke small layers of ARG more broken 100 9 169 0 4 3 3 6 16 15 9.4 13.4 7.2 16.0 15 61

107.0 2393.0 32.62 729.4 112.0 34.15 1.52 1.52 100 0.65 43 ARG

getting more broken with heavy calcite veins making it more

broken up 100 9 169 0 4 3 2 6 15 15 9.4 8.8 7.2 15.0 15 55

E.O.H

A2-4 of 62







Date Completed:





39.0 2405.2 11.89 733.1 42.0 12.80 0.91 0.95 100 0.95 100 GW/ARG

greywacke and argillite mixed. Some quartz and calcite in rock.

Massive 80 0 915 0 6 5 6 6 23 15 8.0 20.2 14.1 23.0 15 80

42.0 2402.2 12.80 732.2 47.0 14.33 1.52 1.54 100 1.42 93 GW/ARGBeds of ARG in GW, quartz

infilling on one joint 80 2 770 0 4 5 4 6 19 15 8.0 18.6 13.0 19.0 15 74

47.0 2397.2 14.33 730.7 52.0 15.85 1.52 1.52 100 1.46 96 GW/ARGcross bedding in argillite, quartz

veins present 80 5 304 0 5 3 6 6 20 15 8.0 19.2 8.8 20.0 15 71

52.0 2392.2 15.85 729.1 57.0 17.38 1.52 1.45 95 1.13 74 ARG

Primarily cross bedded siltstone, many fractures around quartz

veins 80 7 207 0 4 3 5 6 18 15 8.0 14.5 7.7 18.0 15 63

57.0 2387.2 17.38 727.6 62.0 18.90 1.52 1.50 98 0.67 44 ARGHighly fractured from 60-62ft,

possible shear zone 80 5 300 0 4 3 4 6 17 15 8.0 9.0 8.7 17.0 15 58

62.0 2382.2 18.90 726.1 67.0 20.43 1.52 1.55 100 0.92 60 ARG/GWShear zone at 64ft, lots of quartz

veins 100 8 194 0 4 5 4 6 19 15 9.4 11.9 7.5 19.0 15 63

67.0 2377.2 20.43 724.6 72.0 21.95 1.52 1.60 100 1.30 85 GW/ARG

Thin bedding, some ripples, thicker calcite (and some clay)

infilling 80 7 229 0 2 1 2 6 11 15 8.0 16.9 7.9 11.0 15 59

72.0 2372.2 21.95 723.0 77.0 23.48 1.52 1.40 92 0.32 21 GW

Clay infilling and shear zone at 74ft. Last 25cm of run got stuck in sleeve and was destroyed while

removing it 80 10 140 0 2 0 1 6 9 15 8.0 5.6 6.9 9.0 15 44

77.0 2367.2 23.48 721.5 82.0 25.00 1.52 1.46 96 1.15 75 ARG thin bedding 100 6 243 0 4 5 4 6 19 15 9.4 14.8 8.1 19.0 15 66

82.0 2362.2 25.00 720.0 87.0 26.52 1.52 1.52 100 1.26 83 ARGdark rock, large quartz vein, joints

at 2 different angles 100 6 253 0 4 4 4 6 18 15 9.4 16.3 8.2 18.0 15 67

87.0 2357.2 26.52 718.5 92.0 28.05 1.52 1.45 95 1.45 95 GW/ARGlight and dark silt and sandstone

beds 120 2 725 0 4 2 4 6 16 15 10.6 19.1 12.7 16.0 15 73

92.0 2352.2 28.05 717.0 97.0 29.57 1.52 1.52 100 1.52 100 GW massive 130 5 304 0 4 3 4 6 17 15 11.2 20.1 8.8 17.0 15 72

97.0 2347.2 29.57 715.4 102.0 31.10 1.52 1.52 100 1.12 73 GW/ARG quartz and calcite in joints 130 5 304 0 4 3 4 6 17 15 11.2 14.4 8.8 17.0 15 66


K10-03GT

3-Jul-102-Jul-10



0473558 E, 6143500 N (UTM NAD83 Z9)

745.02,44435.7117

90

K10-03GT

JS/BH

WAREHOUSE & TRUCKSHOP

BB

FRASTE DR232


Rock Type,

A2-5 of 62






K10-03GT


Rock Type,

102.0 2342.2 31.10 713.9 107.0 32.62 1.52 1.51 99 0.94 62 ARG/GWClay joint infilling, possible shear

zone at 104ft 120 8 189 0 1 0 0 6 7 15 10.6 12.1 7.4 7.0 15 52

107.0 2337.2 32.62 712.4 112.0 34.15 1.52 1.46 96 0.57 37 ARG? disintegrated rock from 111-112ft 50 5 292 0 1 0 2 6 9 15 5.7 7.9 8.6 9.0 15 46

112.0 2332.2 34.15 710.9 117.0 35.67 1.52 1.48 97 0.94 62 ARG/GWHighly fractured from 112-113ft 75 6 247 0 2 3 4 6 15 15 7.7 12.1 8.1 15.0 15 58

E.O.H

A2-6 of 62




Location: Total Depth: m m 13.7 to 100.0 m HQ3 mmCoordinates : ft ft mm

Azimuth: deg mmInclination: deg (down is positive)


Date Completed:





45.0 2317.2 13.72 706.3 48.0 14.63 0.91 0.91 99 0.91 99 GW/ARGSome gravel at top, iron staning in

joints 75 2 455 0 5 5 4 5 19 15 7.7 20.1 10.3 19.0 15 72

48.0 2314.2 14.63 705.4 53.0 16.16 1.52 1.44 94 1.22 80 GW/ARG As above 80 3 480 0 5 5 4 6 20 15 8.0 15.7 10.6 20.0 15 69

53.0 2309.2 16.16 703.8 58.0 17.68 1.52 1.52 100 0.58 38 GW fractures along steep quartz

veins, iron staining 130 5 304 0 4 3 4 6 17 15 11.2 8.0 8.8 17.0 15 60

58.0 2304.2 17.68 702.3 63.0 19.21 1.52 1.52 100 0.60 39 GW/ARGshallow dip on joints, calcite

infilling, iron staining 80 12 127 0 4 3 4 6 17 15 8.0 8.2 6.7 17.0 15 55

63.0 2299.2 19.21 700.8 68.0 20.73 1.52 1.48 97 0.55 36 GW/ARGPossible shear zone at 63ft with

clay infilling 80 10 148 0 1 2 2 6 11 15 8.0 7.7 7.0 11.0 15 49

68.0 2294.2 20.73 699.3 73.0 22.26 1.52 1.41 92 0.10 7 GWBeds of ARG highly fractured,

clay infilling at 72ft 60 12 118 0 1 0 2 6 9 15 6.5 3.7 6.6 9.0 15 41

73.0 2289.2 22.26 697.7 78.0 23.78 1.52 1.50 98 0.40 26 GW/ARG ARG at bottom of run 80 8 188 0 4 5 5 6 20 15 8.0 6.3 7.4 20.0 15 57

78.0 2284.2 23.78 696.2 83.0 25.30 1.52 1.50 98 1.21 79 ARG/GW Large quartz vein at 80ft 100 6 250 0 4 1 2 6 13 15 9.4 15.6 8.2 13.0 15 61

83.0 2279.2 25.30 694.7 88.0 26.83 1.52 1.40 92 1.01 66 GWWeakly cementedand factured in

lower foot, clay infill 60 3 467 0 4 3 2 6 15 15 6.5 13.0 10.4 15.0 15 60

88.0 2274.2 26.83 693.2 93.0 28.35 1.52 1.52 100 0.85 56 GW CON visible 120 6 253 0 4 5 4 6 19 15 10.6 11.0 8.2 19.0 15 64

93.0 2269.2 28.35 691.6 98.0 29.88 1.52 1.54 100 1.37 90 GWmassive, ARG at bottom, strong

rock 150 4 385 0 4 5 4 6 19 15 12.2 17.9 9.6 19.0 15 74

98.0 2264.2 29.88 690.1 103.0 31.40 1.52 1.40 92 0.50 33 GW core is stuck in sleeve 120 10 140 0 5 1 4 6 16 15 10.6 7.2 6.9 16.0 15 56

103.0 2259.2 31.40 688.6 108.0 32.93 1.52 1.52 100 1.52 100 ARG very competent rock, joints at

shallow angles 120 6 253 0 5 1 4 6 16 15 10.6 20.1 8.2 16.0 15 70

108.0 2254.2 32.93 687.1 113.0 34.45 1.52 1.51 99 0.52 34 ARGhighly fractured near end of run 100 8 189 0 5 2 6 6 19 15 9.4 7.4 7.4 19.0 15 58

113.0 2249.2 34.45 685.5 118.0 35.98 1.52 1.63 100 0.60 39 ARGThick calcite infilling at 114ft. Shear zone from 115-117ft 120 3 543 0 0 0 0 6 6 15 10.6 8.2 11.2 6.0 15 51

118.0 2244.2 35.98 684.0 123.0 37.50 1.52 1.54 100 0.68 45 ARGbreaks along quartz veins, some

calcite infilling 100 7 220 0 4 3 4 6 17 15 9.4 9.1 7.8 17.0 15 58


K10-04GT

6-Jul-103-Jul-10



0474683E, 6142080N (UTM NAD83 Z9)

720.02,362100.0328

90

K10-04GT

JS/BH

SOUTH TMF EMBANKMENT

BB

FRASTE DR232


Rock Type,

A2-7 of 62






K10-04GT


Rock Type,

123.0 2239.2 37.50 682.5 128.0 39.02 1.52 1.28 84 1.40 92 ARG As above 100 17 75 0 1 5 0 6 12 15 9.4 18.3 6.0 12.0 15 61

133.0 2229.2 40.55 679.5 138.0 42.07 1.52 1.37 90 0.32 21 ARG

thin catotic bedding layer in argillite some quartz veins and

pyrite on joints 100 10 137 0 4 1 0 6 11 15 9.4 5.6 6.8 11.0 15 48

138.0 2224.2 42.07 677.9 143.0 43.60 1.52 1.52 100 0.89 58 GRY

compendent greywackie change at either end into argillite with thick

clacite viens 160 12 127 0 4 1 0 6 11 15 12.7 11.5 6.7 11.0 15 57

143.0 2219.2 43.60 676.4 148.0 45.12 1.52 1.52 100 1.04 68 ARGchange back to weaker argillite 120 8 190 0 4 1 0 6 11 15 10.6 13.4 7.5 11.0 15 57

148.0 2214.2 45.12 674.9 153.0 46.65 1.52 1.52 100 1.15 75 GWchange back to greywacke more

comend as before 120 10 152 0 4 1 0 6 11 15 10.6 14.8 7.0 11.0 15 58

153.0 2209.2 46.65 673.4 158.0 48.17 1.52 1.57 100 0.24 16 GW/ARGaternates between greywacke and

argillite, quartz veins 100 9 174 0 4 0 2 6 12 15 9.4 4.9 7.3 12.0 15 49

158.0 2204.2 48.17 671.8 163.0 49.70 1.52 1.35 89 0.70 46 GWARG at bottom of run, clay in

ARG joints 100 8 169 0 1 1 2 6 10 15 9.4 9.3 7.2 10.0 15 51

163.0 2199.2 49.70 670.3 168.0 51.22 1.52 1.54 100 0.96 63 GWdisintegrated ARG at top of run,

clay in ARG joints 100 6 257 0 1 1 2 6 10 15 9.4 12.3 8.2 10.0 15 55

168.0 2194.2 51.22 668.8 173.0 52.74 1.52 1.52 100 0.78 51 ARG/GWpossible shear zone at 170ft, clay

in ARG joints 100 7 217 0 1 0 2 6 9 15 9.4 10.2 7.8 9.0 15 51

173.0 2189.2 52.74 667.3 178.0 54.27 1.52 1.40 92 0.35 23 GWARG in middle of run with thick

quartz vein 100 11 127 0 0 0 6 6 15 9.4 5.8 6.7 6.0 15 43

178.0 2184.2 54.27 665.7 183.0 55.79 1.52 1.55 100 1.12 73 GWVery competent GW, switches to

ARG for last 2ft 150 6 258 0 4 5 4 6 19 15 12.2 14.4 8.3 19.0 15 69

183.0 2179.2 55.79 664.2 188.0 57.32 1.52 1.48 97 0.81 53 ARG/GW

ARG on top with smooth clay joints, GW below with quartz

veins as joints 120 6 247 0 4 1 2 6 13 15 10.6 10.5 8.1 13.0 15 57

188.0 2174.2 57.32 662.7 193.0 58.84 1.52 1.44 94 0.61 40 GWhighly fractured from 192-193ft,

possible shear zone 150 6 240 0 1 3 3 6 13 15 12.2 8.3 8.1 13.0 15 57

193.0 2169.2 58.84 661.2 198.0 60.37 1.52 1.45 95 0.56 37 GWSome ARG at 197ft with clay joint

infilling 150 7 207 0 4 1 2 6 13 15 12.2 7.8 7.7 13.0 15 56

198.0 2164.2 60.37 659.6 203.0 61.89 1.52 1.48 97 0.57 37 GWmedium grained, quartz and

chlorite in joints 150 5 296 0 4 3 4 6 17 15 12.2 7.9 8.7 17.0 15 61

203.0 2159.2 61.89 658.1 208.0 63.41 1.52 1.14 75 0.23 15 ARG

highly fractured at top and bottom, quartz with mineralization near

bottom of run 100 7 163 0 4 1 2 6 13 15 9.4 4.8 7.1 13.0 15 49

208.0 2154.2 63.41 656.6 213.0 64.94 1.52 1.43 94 0.50 33 GW some ARG at bottom of run 120 6 238 0 4 5 4 6 19 15 10.6 7.2 8.0 19.0 15 60

213.0 2149.2 64.94 655.1 218.0 66.46 1.52 1.52 100 0.66 43 ARG/GWThick quartz vein seperates the

ARG and GW 120 9 169 0 4 1 2 6 13 15 10.6 8.9 7.2 13.0 15 55

218.0 2144.2 66.46 653.5 223.0 67.99 1.52 1.51 99 0.45 30 GW

Mineral rich quartz vein at 222ft. New rock at bottom of run, green

wacke? 150 10 151 0 1 1 2 6 10 15 12.2 6.7 7.0 10.0 15 51

A2-8 of 62






K10-04GT


Rock Type,

223.0 2139.2 67.99 652.0 228.0 69.51 1.52 1.40 92 1.12 73 DYKE

diamine dyke, green grey matrix with quatz clasts. Very

compendent maybe altered, cholrite, and calcite on joints 100 7 200 0 4 3 0 6 13 15 9.4 14.4 7.6 13.0 15 59

228.0 2134.2 69.51 650.5 233.0 71.04 1.52 1.41 92 0.51 33 DYKE

becoming more fractured but less green in colour (less altered?)

some quartz ad calcite on veins 100 11 128 0 4 3 2 6 15 15 9.4 7.3 6.7 15.0 15 53

233.0 2129.2 71.04 649.0 238.0 72.56 1.52 1.52 100 0.65 43 DYKE/GW

diamine dyke changes to greywackie at 51 cm large 14 cm firm clay seam with some rubble

at contact (took photo) 50 15 101 0 0 3 0 6 9 15 5.7 8.8 6.4 9.0 15 45

238.0 2124.2 72.56 647.4 243.0 74.09 1.52 0.60 39 0.00 0 ARG

argillite rubble core barrel blocked and we lost core ended up with

just some rubble 50 30 20 0 6 6 6 6 24 15 5.7 3.0 5.3 24.0 15 53

243.0 2119.2 74.09 645.9 248.0 75.61 1.52 1.52 100 0.90 59 GWsome weak joints with thick calcite

on some joints 80 11 138 0 4 3 0 6 13 15 8.0 11.6 6.8 13.0 15 54

253.0 2109.2 77.13 642.9 258.0 78.66 1.52 1.50 98 0.37 24 GW/ARG weaker argillite in some areas 80 17 88 0 1 3 0 6 10 15 8.0 6.0 6.2 10.0 15 45

252.0 2110.2 76.83 643.2 258.0 78.66 1.83 1.50 82 0.58 32 GW/ARG

getting more compended, beds about 10 - 20 cm thick. Some

chlorite on slick joints 100 14 107 0 4 0 0 6 10 15 9.4 7.1 6.4 10.0 15 48

258.0 2104.2 78.66 641.3 263.0 80.18 1.52 1.43 94 0.94 62 GW/ARG as above 100 14 102 0 5 3 0 6 14 15 9.4 12.1 6.4 14.0 15 57

263.0 2099.2 80.18 639.8 268.0 81.71 1.52 1.20 79 0.65 43 GW/ARG

argillite is often rubble, and has graphite coating joint faces 80 6 200 0 1 5 0 6 12 15 8.0 8.8 7.6 12.0 15 51

268.0 2094.2 81.71 638.3 273.0 83.23 1.52 1.44 94 0.63 41 ARG as above 80 12 120 0 4 1 2 6 13 15 8.0 8.6 6.6 13.0 15 51

273.0 2089.2 83.23 636.8 278.0 84.76 1.52 1.49 98 0.69 45 ARG as above 80 11 135 0 4 1 2 6 13 15 8.0 9.2 6.8 13.0 15 52

278.0 2084.2 84.76 635.2 283.0 86.28 1.52 1.52 100 0.62 41 GW

greywackie coarse grained broken rubble in some joints, 6 cm clay seam at cotact with argillite from

last run (took photo)100 15 101 0 0 3 0 6 9 15 9.4 8.5 6.4 9.0 15 48

283.0 2079.2 86.28 633.7 288.0 87.80 1.52 1.47 96 1.18 77 GW

as above no clay layers some calicite viens sometimes

weathered to clay 9took photo) 120 4 368 0 4 3 2 6 15 15 10.6 15.2 9.4 15.0 15 65

288.0 2074.2 87.80 632.2 293.0 89.33 1.52 1.52 100 1.25 82 GW very compedent greywackie 120 5 304 0 4 1 4 6 15 15 10.6 16.2 8.8 15.0 15 66

293.0 2069.2 89.33 630.7 298.0 90.85 1.52 1.44 94 0.78 51 GW as above 120 8 180 0 5 1 4 6 16 15 10.6 10.2 7.3 16.0 15 59

298.0 2064.2 90.85 629.1 303.0 92.38 1.52 1.52 100 0.86 56 GW

half run at start is rubble, second part of run is very compedent 100 20 76 0 4 3 4 6 17 15 9.4 11.1 6.0 17.0 15 59

303.0 2059.2 92.38 627.6 308.0 93.90 1.52 1.43 94 0.18 12 GWlast 10 cm argillite, rest of run as

above 100 5 286 0 4 1 2 6 13 15 9.4 4.4 8.6 13.0 15 50

308.0 2054.2 93.90 626.1 313.0 95.43 1.52 1.35 89 0.18 12 GWfirst 40 cm of run is broken up

rubble 60 30 45 0 4 1 2 6 13 15 6.5 4.4 5.6 13.0 15 44

313.0 2049.2 95.43 624.6 318.0 96.95 1.52 1.52 100 1.06 70 GW Thick clay infill in some joints 150 5 304 0 1 3 2 6 12 15 12.2 13.6 8.8 12.0 15 62

A2-9 of 62






K10-04GT


Rock Type,

318.0 2044.2 96.95 623.0 323.0 98.48 1.52 1.50 98 1.50 98 GW some ARG, large quartz veins 150 4 375 0 5 3 4 6 18 15 12.2 19.8 9.5 18.0 15 75

323.0 2039.2 98.48 621.5 328.0 100.00 1.52 1.50 98 1.15 75 GW some clay in joints 150 4 375 0 1 3 2 6 12 15 12.2 14.8 9.5 12.0 15 64

E.O.H

A2-10 of 62







Date Completed:





68.5 2316.7 20.88 706.1 71.0 21.65 0.76 0.68 89 0.43 56 ARG/GWCalcite infilling and iron staining

on joints, ARG at top 120 3 227 0 5 5 4 5 19 15 10.6 11.1 7.9 19.0 15 64

71.0 2314.2 21.65 705.4 76.0 23.17 1.52 1.55 100 1.13 74 GW/ARG

Alternating beds of GW and ARG, massive very competent rock 120 5 310 0 4 3 4 6 17 15 10.6 14.5 8.8 17.0 15 66

76.0 2309.2 23.17 703.8 81.0 24.70 1.52 1.53 100 0.68 45 ARG Vertical fractures lower RQD 120 6 255 0 4 1 4 6 15 15 10.6 9.1 8.2 15.0 15 58

81.0 2304.2 24.70 702.3 86.0 26.22 1.52 1.54 100 0.20 13 ARGThick wet calcite infilling of joints 120 14 110 0 1 1 4 6 12 15 10.6 4.5 6.5 12.0 15 49

86.0 2299.2 26.22 700.8 91.0 27.74 1.52 1.44 94 0.67 44 ARG Highly fractured from 90-91ft 120 8 180 0 4 1 4 6 15 15 10.6 9.0 7.3 15.0 15 57

91.0 2294.2 27.74 699.3 96.0 29.27 1.52 1.46 96 0.60 39 ARGVery thick joint at 94ft filled with

crushed ARG 100 13 112 0 0 1 0 6 7 15 9.4 8.2 6.5 7.0 15 46

96.0 2289.2 29.27 697.7 101.0 30.79 1.52 1.20 79 0.25 16 ARG

quite fractured, some thick joints with crushed ARG as infill 80 13 92 0 0 1 0 6 7 15 8.0 4.9 6.2 7.0 15 41

101.0 2284.2 30.79 696.2 106.0 32.32 1.52 1.40 92 0.67 44 ARG/GWThick ARG joint at 101.5ft, GW

after 102ft 120 8 175 0 1 3 2 6 12 15 10.6 9.0 7.3 12.0 15 54

106.0 2279.2 32.32 694.7 111.0 33.84 1.52 1.43 94 0.82 54 GW/ARG

compedent greywacke RQD is low because of joint that cuts core length. 34 cm monzonite dyke 45

to core axis 120 9 159 0 5 1 2 6 14 15 10.6 10.7 7.1 14.0 15 57

111.0 2274.2 33.84 693.2 116.0 35.37 1.52 1.43 94 1.07 70 GW compendent greywacke 120 14 102 0 5 1 4 6 16 15 10.6 13.7 6.4 16.0 15 62

116.0 2269.2 35.37 691.6 121.0 36.89 1.52 1.52 100 0.40 26 GWcore barrel got stuck 2 ft of run is

rubble 120 15 101 0 5 1 4 6 16 15 10.6 6.3 6.4 16.0 15 54

121.0 2264.2 36.89 690.1 126.0 38.41 1.52 1.52 100 1.10 72 GW/ARG

20 cm ARG layer then back to GW almost no coating of the

joints except some quartz 150 11 138 0 5 1 4 6 16 15 12.2 14.1 6.8 16.0 15 64

0474387E 6141887N (UTM NAD83 Z9)

727.02,38539.9131

90

K10-05GT

JS/BH

Down Gradient of South TMF Embankment

BB

FRASTE DR232


Rock Type,


K10-05GT

7-Jul-106-Jul-10


GEOTECH DRILLING LTD.

A2-11 of 62






K10-05GT


Rock Type,

126.0 2259.2 38.41 688.6 131.0 39.94 1.52 1.47 96 0.81 53 GW/ARG

10 cm ARG bed at either end on run rest is compendent greywacke 150 9 163 0 5 1 4 6 16 15 12.2 10.5 7.1 16.0 15 61

E.O.H

A2-12 of 62



Client: Surface Elevation: m Drill Type:Drilling Company: ft Core Diameter: From 0 to 15.5 m PQ mm

Location: Total Depth: m 15.5 to 35.5 m HQ3 mmCoordinates : ft



Date Completed:





53.5 2193.9 16.31 584.7 56.5 17.23 0.91 0.96 105 0.31 34 DIO Rough joints, strong rock 120 7 137 0 5 5 6 6 22 15 10.6 7.4 6.8 22.0 15 62

56.5 2190.9 17.23 583.8 61.5 18.75 1.52 1.42 93 1.02 67 DIOLarge quartz fragments,clay infill

of joints 120 7 203 0 1 3 2 6 12 15 10.6 13.1 7.6 12.0 15 58

61.5 2185.9 18.75 582.3 66.5 20.27 1.52 1.50 98 0.59 39 DIO vertical joints lowered RQD 120 5 300 0 4 3 2 6 15 15 10.6 8.1 8.7 15.0 15 58

66.5 2180.9 20.27 580.7 71.5 21.80 1.52 1.39 91 0.32 21 DIOvertical joints, one large quartz

vein with mineralization 120 10 139 0 1 3 4 6 14 15 10.6 5.6 6.8 14.0 15 52

71.5 2175.9 21.80 579.2 76.5 23.32 1.52 1.52 100 1.15 75 DIO joints in multiple directions 150 9 169 0 4 3 4 6 17 15 12.2 14.8 7.2 17.0 15 66

76.5 2170.9 23.32 577.7 81.5 24.85 1.52 1.45 95 0.93 61 DIOvery chlorite rich, some steeply

dipping joints 150 8 181 0 4 5 4 6 19 15 12.2 12.0 7.4 19.0 15 66

81.5 2165.9 24.85 576.2 86.5 26.37 1.52 1.54 100 0.52 34 DIOore body with visible moly, calcite

in joints 150 11 140 0 1 3 4 6 14 15 12.2 7.4 6.9 14.0 15 56

86.5 2160.9 26.37 574.6 91.5 27.90 1.52 1.47 96 1.22 80 DIOcalcite in joints, very large quartz

intrusion at 91ft 150 3 490 0 4 3 4 6 17 15 12.2 15.7 10.7 17.0 15 71

91.5 2155.9 27.90 573.1 96.5 29.42 1.52 1.50 98 1.06 70 DIOlimited chlorite, some wide quartz

veins 150 3 500 0 4 3 4 6 17 15 12.2 13.6 10.8 17.0 15 69

96.5 2150.9 29.42 571.6 101.5 30.95 1.52 1.49 98 1.10 72 DIO highly fractured at 101ft 150 6 248 0 4 3 4 6 17 15 12.2 14.1 8.1 17.0 15 67

101.5 2145.9 30.95 570.1 106.5 32.47 1.52 1.50 98 1.50 98 DIOmassive, some calcite and quartz

in joints 150 3 500 0 4 5 4 6 19 15 12.2 19.8 10.8 19.0 15 77

106.5 2140.9 32.47 568.5 111.5 33.99 1.52 1.45 95 0.87 57 DIO

thick vertical fracture from 110.5-111.5ft filled with calcite and

quartz 150 1 1450 0 0 3 3 6 12 15 12.2 11.3 17.2 12.0 15 68

111.5 2135.9 33.99 567.0 116.5 35.52 1.52 1.42 93 1.10 72 DIO

vertical fracture from above continues to 112.5ft, the rest of

the run was unbroken 150 1 1420 0 0 3 3 6 12 15 12.2 14.1 17.0 12.0 15 70


K10-06GT

9-Jul-107-Jul-10


Geotech Drilling Ltd.Down Gradient of South TMF Embankment

BB

K10-06GT

JS/BH

FRASTE DR232


Rock Type,

E.O.H

0473972 E, 6141417 N (UTM NAD83 Z9)

601.02,24735.5116

90

A2-13 of 62



Client: Surface Elevation: m m Drill Type:Drilling Company: ft ft Core Diameter: From 0 to 1.5 m HW mm

Location: Total Depth: m m 1.5 to 80.6 m HQ3 mmCoordinates : ft ft 80.6 to 162.9 m NQ mm



Date Completed:





0.0 3034.8 0.00 927.0 2.3 0.71 0.71 0.45 63 0.00 0 OB

Water logged soil/overburden 2-5cm rubble, black, brown

fractured rubble 25 30 15 0 0 1 1 1 3 15 3.4 3.0 5.2 3.0 15 30

2.3 3032.4 0.71 926.3 4.3 1.32 0.61 0.72 100 0.14 23 AND

Basalt, black fines, brown spots, dark grey easily fractured cores 90 18 40 0 4 3 4 4 15 15 8.7 5.8 5.5 15.0 15 50

4.3 3030.4 1.32 925.7 5.4 1.65 0.33 0.33 100 0.00 0 AND

Two blocked runs, stopper ring bent, 2-5cm rubble, grey with

black fines 75 13 25 0 4 3 4 4 15 15 7.7 3.0 5.4 15.0 15 46

5.4 3029.3 1.65 925.3 9.3 2.85 1.19 1.25 100 0.98 82 ANDLight grey with black fines,

smooth, white infilling 110 8 156 0 5 3 5 5 18 15 10.0 16.2 7.1 18.0 15 66

9.3 3025.4 2.85 924.2 14.3 4.37 1.52 1.54 100 1.35 89 AND

Basalt, white fines/infilling, light grey cores, good condition, whit

plagioclase? 110 7 220 0 5 3 5 5 18 15 10.0 17.6 7.8 18.0 15 68

14.3 3020.4 4.37 922.6 19.3 5.88 1.51 1.54 100 1.20 79 AND

Light grey, good quality cores, black fines, rock type basalt,

0.1mm white/black bands, black spots in section 90 6 257 0 5 3 5 5 18 15 8.7 15.6 8.2 18.0 15 66

19.3 3015.5 5.88 921.1 24.3 7.41 1.52 1.54 100 1.17 77 AND

Light grey cores (basalt), black fines, brown hard infilling in

section 110 5 308 0 5 3 5 6 19 15 10.0 15.1 8.8 19.0 15 68

24.3 3010.5 7.41 919.6 29.3 8.93 1.52 1.53 100 1.31 86 ANDLight grey cores, black basalt fines, white fines in section 110 5 306 0 5 3 5 6 19 15 10.0 17.0 8.8 19.0 15 70

29.3 3005.5 8.93 918.1 34.3 10.46 1.52 1.51 99 1.44 94 AND

Light grey, basalt cores, black spots in section, quartz? White

fines 90 5 302 0 5 3 5 6 19 15 8.7 18.9 8.7 19.0 15 70

34.3 3000.5 10.46 916.5 39.3 11.98 1.52 1.50 98 1.46 96 AND

Light grey core, good quality, black spots, (basalt/biotite?)

brown stains 90 4 375 0 5 3 5 6 19 15 8.7 19.2 9.5 19.0 15 71

39.3 2995.5 11.98 915.0 44.3 13.51 1.52 1.54 100 1.39 91 AND

Light grey smooth cores, black (basalt) spots fines in section,

grey/white infilling 125 3 513 0 5 3 6 6 20 15 10.9 18.2 10.9 20.0 15 75

0474324 N, 6143598 E (UTM NAD83 Z9)

90

K10-09GT

BH/GW

534

BB

Heli Rig


Rock Type,


K10-09GT

17-Jul-1014-Jul-10



927.03,035162.9PLANT SITE

A2-14 of 62






K10-09GT


Rock Type,

44.3 2990.5 13.49 913.5 49.3 15.02 1.52 1.53 100 1.35 89 ANDno infilling on joints, horizontal

fractures 120 7 219 0 4 3 6 6 19 15 10.6 17.6 7.8 19.0 15 70

49.3 2985.5 15.02 912.0 54.3 16.54 1.52 1.51 99 1.40 92 AND horizontal fractures 120 4 378 0 4 3 6 6 19 15 10.6 18.3 9.6 19.0 15 73

54.3 2980.5 16.54 910.5 59.0 17.99 1.45 1.37 95 0.56 39 ANDsteeply dipping fractures with

clay infill, 4" of core in next run 120 6 228 0 4 3 2 6 15 15 10.6 8.1 7.9 15.0 15 57

59.0 2975.8 17.99 909.0 64.3 19.59 1.60 1.60 100 1.60 100 AND long unbroken samples 150 1 1600 0 5 5 6 6 22 15 12.2 20.2 17.9 22.0 15 87

64.3 2970.5 19.59 907.4 69.3 21.11 1.52 1.56 100 1.14 75 AND

67-69ft is fragmented and weakly cemented with tan clay infill 50 8 195 0 1 1 2 4 8 15 5.7 14.7 7.5 8.0 15 51

69.3 2965.5 21.11 905.9 74.3 22.64 1.52 1.25 82 0.10 7 AND

highly fractured disintegrated rock, all water in hole drained out

through this layer 50 a lot #### 0 0 1 0 4 5 15 5.7 3.7 #VALUE! 5.0 15 #VALUE!

74.3 2960.5 22.64 904.4 78.3 23.86 1.22 0.98 80 0.26 21 AND

heavily fractured , thick clay infill, blockage caused short run 50 a lot #### 0 0 1 0 4 5 15 5.7 5.6 #VALUE! 5.0 15 #VALUE!

78.3 2956.5 23.86 903.1 84.3 25.69 1.83 0.24 13 0.00 0 ANDvery poor recovery, air voids

visible in core samples 50 ? #### 0 0 1 0 6 7 15 5.7 3.0 #VALUE! 7.0 15 #VALUE!

84.3 2950.5 25.69 901.3 89.3 27.21 1.52 0.84 55 0.42 28 ANDno recovery in upper 2ft, air voids

visible 50 >5 #### 0 0 0 0 6 6 15 5.7 6.5 #VALUE! 6.0 15 #VALUE!

89.3 2945.5 27.21 899.8 94.3 28.73 1.52 1.52 100 0.51 33 AND

heavily fractured and disintegrated, tan clay in some

spots 50 10 152 0 0 1 0 4 5 15 5.7 7.3 7.0 5.0 15 40

94.3 2940.5 28.73 898.3 99.3 30.26 1.52 1.54 100 0.85 56 ANDbroken to gravel in upper foot,

thick tan clay infill 80 10 154 0 1 1 2 6 10 15 8.0 11.0 7.0 10.0 15 51

99.3 2935.5 30.26 896.7 104.3 31.78 1.52 1.52 100 1.52 100 ANDAll breaks were mechanical,

some air voids in rock 100 1 1520 0 5 5 5 6 21 15 9.4 20.1 17.5 21.0 15 83

104.3 2930.5 31.80 895.2 109.3 33.32 1.52 1.45 95 0.82 54 AND

Bottom 0.5m heavily fractured, some chlorite (green) infilling,

brown clay, top part of recovery good quality, air voids, clay

infilling 90 40 36 0 1 5 3 6 15 15 8.7 10.7 5.5 15.0 15 55

109.3 2925.5 33.32 893.7 114.3 34.85 1.52 1.51 99 0.82 54 AND

Solid 1.32m core, other fractured from lifter case, dark grey, some

brown clay infilling, one 1mm brown clay band/vein

140 3 503 0 5 3 5 6 19 15 11.7 10.7 10.8 19.0 15 67

114.3 2920.5 34.85 892.2 119.3 36.37 1.52 1.49 98 0.73 48 ANDFractured Andesitic, top 0.7m

solid, some clay infilling 140 30 50 0 4 4 4 6 18 15 11.7 9.6 5.7 18.0 15 60

119.3 2915.5 36.37 890.6 124.3 37.90 1.52 1.48 97 0.24 16 AND

Fractured one 0.4m longitudinal fracture, brown clay infilling,

basalt fines 125 10 148 0 4 5 4 6 19 15 10.9 4.9 7.0 19.0 15 57

124.3 2910.5 37.90 889.1 129.3 39.42 1.52 1.53 100 1.30 85 ANDSolid cores, good quality quartz,

black fines 140 3 510 0 4 5 4 6 19 15 11.7 16.9 10.8 19.0 15 73

129.3 2905.5 39.42 887.6 134.3 40.95 1.52 1.53 100 1.47 96 AND

Light grey (Quartz) basalt fines solid good quality core, white

plagioclase? in section 140 1 1530 0 5 3 5 6 19 15 11.7 19.4 17.6 19.0 15 83

A2-15 of 62






K10-09GT


Rock Type,

134.3 2900.5 40.95 886.1 139.3 42.47 1.52 1.51 99 1.51 99 AND

One grey solid core, basalt fines/black spots in section, white

fines, white powder (talc?)160 0 1524 0 5 3 5 6 19 15 12.7 20.0 17.6 19.0 15 84

139.3 2895.5 42.47 884.5 144.3 43.99 1.52 1.51 99 1.51 99 AND

One basalt/quartz core, good quality, chlorite, white (talc?)

powder 160 0 1524 0 6 2 5 6 19 15 12.7 20.0 17.6 19.0 15 84

144.3 2890.5 43.99 883.0 149.3 45.52 1.52 1.52 100 1.32 87 AND

one fracture, core, black, white fines, brown spots/fines, good

quality 200 1 1520 0 6 3 5 6 20 15 14.1 17.2 17.5 20.0 15 84

149.3 2885.5 45.52 881.5 154.3 47.04 1.52 1.48 97 1.46 96 AND

Grey Andesitic cores, black basalt fines, white (Plagioclase,

talc?) fines, 1 fractured 1cm from top 160 1 1480 0 6 3 5 6 20 15 12.7 19.2 17.3 20.0 15 84

154.3 2880.5 47.04 880.0 159.3 48.57 1.52 1.54 100 1.50 98 AND

Solid grey core, one fracture, black and white fines, basalt

spots in section 160 2 770 0 6 3 5 6 20 15 12.7 19.8 13.0 20.0 15 81

159.3 2875.5 48.57 878.4 164.3 50.09 1.52 1.54 100 1.26 83 AND

Andesitic, black, grey (Quartz) brown clay filling (small) spots,

good quality cores 140 5 308 0 6 3 5 6 20 15 11.7 16.3 8.8 20.0 15 72

164.3 2870.5 50.09 876.9 169.3 51.62 1.52 1.48 97 1.37 90 AND

At approx166ft, (air) voids are present to bottom of run, softer cores, brown clay infilling, black

cores 90 4 370 0 5 4 5 5 19 15 8.7 17.9 9.5 19.0 15 70

169.3 2865.5 51.62 875.4 174.3 53.14 1.52 1.43 94 0.75 49 AND

Andesitic, air voids present, clay infilling, 2-5cm rubble, soft rock,

black/dark grey 110 15 95 0 2 4 2 4 12 15 10.0 9.9 6.3 12.0 15 53

174.3 2860.5 53.14 873.9 179.3 54.66 1.52 1.53 100 1.14 75 AND

Andesitic, some small voids, 2-5cm rubble 8cm long at top of run, rock quality improves with

depth , brown infilling 125 8 191 0 4 4 2 5 15 15 10.9 14.7 7.5 15.0 15 63

179.3 2855.5 54.66 872.3 184.3 56.19 1.52 1.54 100 0.86 56 AND

Andesitic, some air voids, some clay infilling, basalt, black cores 125 7 220 0 4 4 2 5 15 15 10.9 11.1 7.8 15.0 15 60

184.3 2850.5 56.19 870.8 189.3 57.71 1.52 1.50 98 0.99 65 AND

Some fractures, 2-8cm rubble/longitudinal fractures,

some small voids 140 12 125 0 4 4 2 5 15 15 11.7 12.7 6.7 15.0 15 61

189.3 2845.5 57.71 869.3 194.3 59.24 1.52 1.51 99 0.97 64 AND

Grey cores, brown infilling, less voids, black, white, brown in

section 110 8 189 0 4 4 2 5 15 15 10.0 12.5 7.4 15.0 15 60

194.3 2840.5 59.24 867.8 199.3 60.76 1.52 1.46 96 1.11 73 AND

Light grey (Quartz) cores, brown (hardening) infilling, brown and

black (basalt) in section110 5 292 0 4 3 2 5 14 15 10.0 14.3 8.6 14.0 15 62

199.3 2835.5 60.76 866.2 204.3 62.29 1.52 1.54 100 1.16 76 AND

Andesitic, strengthening, quality improving, some clay infilling,

basalt 125 3 513 0 5 3 4 6 18 15 10.9 14.9 10.9 18.0 15 70

204.3 2830.5 62.29 864.7 209.3 63.81 1.52 1.54 100 0.59 39 AND

Blocked run pumps stopped flowing, last 10" separate run, 2-

5cm rubble 125 15 103 0 5 3 4 6 18 15 10.9 8.1 6.4 18.0 15 58

A2-16 of 62






K10-09GT


Rock Type,

209.3 2825.5 63.81 863.2 214.3 65.34 1.52 1.46 96 1.26 83 ANDAndesitic, black fines, white

fines, good quality 140 3 487 0 5 3 5 6 19 15 11.7 16.3 10.6 19.0 15 73

214.3 2820.5 65.32 861.7 219.3 66.84 1.52 1.51 99 1.11 73 AND?Broken up at top of run, some

steep joints with clay infill 120 6 252 0 4 3 2 6 15 15 10.6 14.3 8.2 15.0 15 63

219.3 2815.5 66.84 860.2 224.3 68.37 1.52 1.59 100 0.68 45 AND?Long vertical crack with clay infill 120 6 265 0 4 3 2 6 15 15 10.6 9.1 8.3 15.0 15 58

224.3 2810.5 68.38 858.6 229.3 69.91 1.52 1.54 100 1.54 100 AND good quality core, light grey, basalt in section, white fines 140 0 1524 0 6 3 5 6 20 15 11.7 20.2 17.6 20.0 15 84

229.3 2805.5 69.91 857.1 234.3 71.43 1.52 1.54 100 1.54 100 ANDSolid, good quality Andesitic, light grey, basalt, white fines 140 0 1524 0 6 3 5 6 20 15 11.7 20.2 17.6 20.0 15 84

234.3 2800.5 71.43 855.6 239.4 72.99 1.55 1.54 99 1.54 99 AND

One solid good quality, basalt, white fines, hard infilling, no

joints/cracks 140 0 1555 0 6 3 5 6 20 15 11.7 20.0 17.7 20.0 15 84

239.3 2795.5 72.96 854.0 244.3 74.48 1.52 1.54 100 1.54 100 ANDSolid, good quality Andesitic,

basalt infill, white fines 140 0 1524 0 6 3 5 6 20 15 11.7 20.2 17.6 20.0 15 84

244.3 2790.5 74.48 852.5 249.3 76.01 1.52 1.54 100 1.54 100 AND

One Core recovery, no fractures, grey, basalt infill, white fines 140 0 1524 0 6 3 5 6 20 15 11.7 20.2 17.6 20.0 15 84

249.3 2785.5 76.01 851.0 254.3 77.53 1.52 1.53 100 1.53 100 AND

Solid, good quality Andesitic, basalt, some clay infill in bottom

6 inches 140 0 1524 0 6 3 5 6 20 15 11.7 20.2 17.6 20.0 15 84

254.3 2780.5 77.53 849.5 259.3 79.05 1.52 1.54 100 1.11 73 ANDThree fractures, good quality

basalt fines 140 3 513 0 6 3 5 6 20 15 11.7 14.3 10.9 20.0 15 72

259.3 2775.5 79.05 847.9 264.3 80.58 1.52 1.54 100 1.54 100 ANDOne Solid core, good quality,

basalt fines 140 0 1524 0 6 3 5 6 20 15 11.7 20.2 17.6 20.0 15 84

264.3 2770.5 80.56 846.4 274.3 83.61 3.05 2.88 94 2.68 88 GW

2 steep fractures with clay infill, rock is green from chlorite

presence 150 5 576 0 1 3 2 6 12 15 12.2 17.4 11.4 12.0 15 68

274.3 2760.5 83.61 843.4 284.3 86.66 3.05 2.31 76 1.07 35 GWshear zone from 279ft down, chlorite in rock, grey clay infill 60 12 193 0 0 1 0 6 7 15 6.5 7.6 7.5 7.0 15 44

284.3 2750.5 86.66 840.3 294.3 89.71 3.05 2.85 93 1.89 62 W, ARG, CO

Chlorite rich GW on top with conglomerate and ends of

argillite below, calcite crystals in rock 80 15 190 0 1 3 2 6 12 15 8.0 12.2 7.5 12.0 15 55

294.3 2740.5 89.71 837.3 304.3 92.76 3.05 3.04 100 2.84 93 ARG

calcite rich rock with air voids, green hexagonal minerals at

295ft. Brown clay infill 100 13 234 0 4 5 5 6 20 15 9.4 18.6 8.0 20.0 15 71

304.3 2730.5 92.77 834.2 309.3 94.30 1.52 1.50 98 1.36 89 AND

5ft run due to changeover, grey cores, basalt (black) infill, good quality some brown hard infilling

125 4 375 0 4 4 5 6 19 15 10.9 17.7 9.5 19.0 15 72

309.3 2725.5 94.30 832.7 319.3 97.35 3.05 3.05 100 2.86 94 AND

Solid grey Andesitic? Basalt and white fines, some brown infilling

(hard), good quality 125 5 610 0 5 3 5 6 19 15 10.9 18.8 11.7 19.0 15 75

A2-17 of 62






K10-09GT


Rock Type,

319.3 2715.5 97.35 829.7 329.3 100.40 3.05 3.05 100 2.78 91 AND

Solid grey Andesitic cores, basalt infill, white fines, good quality 125 5 610 0 5 3 5 6 19 15 10.9 18.2 11.7 19.0 15 75

329.3 2705.5 100.40 826.6 339.3 103.45 3.05 3.05 100 2.73 90 AND

Solid grey Andesitic, basalt infill, white (Plagioclase) spots

(feldspars), Quartz 125 4 763 0 5 4 5 6 20 15 10.9 17.8 13.0 20.0 15 77

339.3 2695.5 103.45 823.6 349.3 106.49 3.05 3.05 100 3.00 98 AND

Andesitic, good quality, black basalt, white fines, white spots

(feldspars?) 125 3 1017 0 5 4 5 6 20 15 10.9 19.8 14.7 20.0 15 80

349.3 2685.5 106.49 820.5 359.3 109.54 3.05 3.05 100 2.02 66 AND

Andesitic, fractured, possibly only fractured from tube, some clay

infilling, some 10cm longitudinal fractures 125 12 254 0 5 4 5 6 20 15 10.9 13.0 8.2 20.0 15 67

359.3 2675.5 109.54 817.5 369.3 112.59 3.05 3.05 100 1.63 53 AND

Longitudinal fractures, basalt, some clay infilling, white fines

(talc?) some clay infilling 110 18 169 0 4 4 4 6 18 15 10.0 10.6 7.2 18.0 15 61

369.3 2665.5 112.59 814.4 379.3 115.64 3.05 3.05 100 2.82 92 AND

Andesitic cores, a few 1-2mm white veins, some chlorite in section, basalt, good quality 110 7 436 0 4 4 4 6 18 15 10.0 18.5 10.1 18.0 15 72

379.3 2655.5 115.64 811.4 389.3 118.69 3.05 1.40 46 0.93 31 AND

Run limited due to washout, bottom10" of recovery very soft grey (clay) easily fractured, 2-

4cm rubble 110 30 47 0 3 3 2 5 13 15 10.0 6.9 5.6 13.0 15 51

389.3 2645.5 118.69 808.3 399.3 121.74 3.05 2.03 67 1.08 35 AND/GWRubble (top 6") soft cores, voids,

soft infill, chlorite 60 35 58 0 2 2 2 4 10 15 6.5 7.6 5.8 10.0 15 45

399.3 2635.5 121.74 805.3 414.3 126.31 4.57 1.60 35 0.21 5 AND/GW2-5cm rubble, grey, soft infilling

fines (grey), silt? 75 60 27 0 1 3 1 3 8 15 7.7 3.5 5.4 8.0 15 40

414.3 2620.5 126.31 800.7 424.3 129.36 3.05 3.05 100 1.29 42 AND/GW

top 10" fractured andesitic, strengthening with depth,

hardening light clay infilling 110 28 109 0 4 3 4 4 15 15 10.0 8.7 6.5 15.0 15 55

424.3 2610.5 129.36 797.6 434.3 132.41 3.05 3.05 100 1.29 42 GW

top 10" fractured Greywacke, strengthening with depth,

hardening, light clay infilling 110 28 109 0 4 3 4 4 15 15 10.0 8.7 6.5 15.0 15 55

434.3 2600.5 132.41 794.6 444.3 135.46 3.05 3.05 100 1.77 58 GW

Strengthening Greywacke, fractured one 0.8m core, basalt,

some soft5cm cores 110 20 153 0 4 4 4 6 18 15 10.0 11.4 7.0 18.0 15 61

444.3 2590.5 135.46 791.5 454.3 138.51 3.05 3.05 100 0.70 23 GWFractured Greywacke, some clay

infilling, white fines 110 30 102 0 4 4 4 6 18 15 10.0 5.8 6.4 18.0 15 55

454.3 2580.5 138.51 788.5 464.3 141.55 3.05 3.05 100 1.06 35 GW/ARG

2-5cm rubble and fractured Greywacke cores, some chlorite , Argillite, some 1-2mm white veins

in black 5" Sample 110 40 76 0 4 4 4 6 18 15 10.0 7.5 6.0 18.0 15 57

464.3 2570.5 141.55 785.4 474.3 144.60 3.05 3.05 100 0.50 16 GW/ARG

Steep fractured greywacke, longitudinal fractures, chlorite, white fines/spots, 1-2mm white

veins 110 30 102 0 4 4 4 6 18 15 10.0 4.9 6.4 18.0 15 54

A2-18 of 62






K10-09GT


Rock Type,

474.3 2560.5 144.60 782.4 483.3 147.35 2.74 3.05 100 1.56 57 GW/ARG

Grey cores, 2-3cm white (Quartz) bands, 1-2mm white veins,

fractured cores, blocking only 9ft run 110 40 76 0 4 4 4 6 18 15 10.0 11.2 6.0 18.0 15 60

483.3 2551.5 147.35 779.7 489.3 149.18 1.83 2.17 100 0.98 54 ARG/GWmarcosite in steeply dipping

fractures 120 13 167 0 4 3 5 6 18 15 10.6 10.6 7.2 18.0 15 61

489.3 2545.5 149.18 777.8 499.3 152.23 3.05 3.19 100 1.37 45 ARG/GW

Cross bedding visible in greywacke. One thick joint in

filled with clay at 504ft 120 17 188 0 1 3 2 6 12 15 10.6 9.1 7.4 12.0 15 54

499.3 2535.5 152.23 774.8 509.3 155.27 3.05 3.13 100 1.11 36 ARG

Highly fractured at 515 and 518ft, joints at many different

angles 120 20 157 0 4 3 5 6 18 15 10.6 7.8 7.1 18.0 15 58

509.3 2525.5 155.27 771.7 518.8 158.18 2.91 2.95 100 1.36 47 ARGmarcosite and quartz in joints,

some greywacke 120 18 164 0 4 3 5 6 18 15 10.6 9.5 7.1 18.0 15 60

518.8 2515.9 158.18 768.8 524.3 159.85 1.67 1.58 95 0.86 52 ARG/GW

Interbedded argillite and greywacke, steep joints some

calcite infill 120 8 198 0 4 3 5 6 18 15 10.6 10.3 7.6 18.0 15 61

524.3 2510.5 159.85 767.2 534.3 162.90 3.05 3.13 100 1.96 64 ARG shear zone from 534 to 536ft 120 10 313 0 4 3 5 6 18 15 10.6 12.6 8.9 18.0 15 65E.O.H

A2-19 of 62



Client: Surface Elevation: m m Drill Type:Drilling Company: ft ft Core Diameter: From 0 to 36.7 m HQ3 mm

Location: Total Depth: m mCoordinates : ft ft



Date Completed:





0.0 3034.8 0.00 922.0 5.3 1.62 1.62 1.12 69 0.94 58 AND

Top 6" rubble, Peat, then Andesitic bedrock, soft infilling

(clay), basalt, grey cores 50 12 93 0 3 2 2 4 11 15 5.7 11.5 6.3 11.0 15 49

5.3 3029.5 1.62 920.4 10.3 3.14 1.52 1.42 93 0.93 61 AND

top 20" longitudinal fractures, brown, clay infilling, basalt, white

fines 50 18 79 0 3 2 3 4 12 15 5.7 12.0 6.1 12.0 15 51

10.3 3024.5 3.14 918.9 15.3 4.66 1.52 1.48 97 1.45 95 ANDSolid Andesitic cores, basalt,

white fines, good quality 75 2 740 0 4 3 4 5 16 15 7.7 19.1 12.8 16.0 15 71

15.3 3019.5 4.66 917.3 20.3 6.19 1.52 1.51 99 1.50 98 AND

Grey Andesitic, basalt fines, some brown spots, white fines 75 2 755 0 4 3 4 5 16 15 7.7 19.8 12.9 16.0 15 71

20.3 3014.5 6.19 915.8 25.3 7.71 1.52 1.48 97 1.45 95 ANDGrey Andesitic (2 cores) basalt

fines 75 1 1480 0 4 3 4 5 16 15 7.7 19.1 17.3 16.0 15 75

25.3 3009.5 7.71 914.3 30.3 9.24 1.52 1.49 98 1.42 93 ANDAndesitic, grey cores, basalt infill,

white fines, white spots 110 2 745 0 5 3 5 5 18 15 10.0 18.6 12.8 18.0 15 75

30.3 3004.5 9.24 912.8 35.3 10.76 1.52 1.49 98 1.48 97 AND

two solid Andesitic cores, basalt infill, white fines, Quartz fines 110 1 1490 0 5 3 5 5 18 15 10.0 19.5 17.4 18.0 15 80

35.3 2999.5 10.76 911.2 40.3 12.29 1.52 1.48 97 1.46 96 AND

Andesitic, good quality cores, white fines, hard brown clay infill 110 1 1480 0 5 3 5 6 19 15 10.0 19.2 17.3 19.0 15 81

40.3 2994.5 12.29 909.7 45.3 13.81 1.52 1.51 99 1.18 77 ANDSolid good quality, brown infill,

black fines (basalt) 125 4 378 0 5 3 5 6 19 15 10.9 15.2 9.6 19.0 15 70

45.3 2989.5 13.81 908.2 50.3 15.34 1.52 1.54 100 0.85 56 ANDhorizontal and vertical fractures,

limited infill 120 8 193 0 5 3 4 6 18 15 10.6 11.0 7.5 18.0 15 62

50.3 2984.5 15.34 906.7 55.3 16.86 1.52 1.54 100 0.18 12 AND

Highly fractured at start of run, steeply dipping fractures, thin

clay infill 100 8 193 0 5 3 2 6 16 15 9.4 4.4 7.5 16.0 15 52

55.3 2979.5 16.86 905.1 60.3 18.38 1.52 1.58 100 0.73 48 AND

steep fractures, clay infill, highly fractured near end of run, some

air bubbles visible 80 9 176 0 0 3 0 6 9 15 8.0 9.6 7.3 9.0 15 49

0474326 E, 6143551 N (UTM NAD83 Z9)

90

K10-12GT

BH/GW

120

BB

R 1500


Rock Type,


K10-12GT

19-Jul-1018-Jul-10



922.03,03536.7PLANT SITE

A2-20 of 62






K10-12GT


Rock Type,

60.3 2974.5 18.38 903.6 65.3 19.91 1.52 1.55 100 0.72 47 AND

Clay pockets, horizontal and steep joints, air bubbles visible 80 5 310 0 4 3 2 6 15 15 8.0 9.5 8.8 15.0 15 56

65.3 2969.5 19.91 902.1 70.3 21.43 1.52 1.48 97 0.60 39 AND

highly fractured and broken near middle of run, thin clay infill, air

bubbles visible 80 10 148 0 1 3 2 4 10 15 8.0 8.2 7.0 10.0 15 48

70.3 2964.5 21.43 900.6 75.3 22.96 1.52 1.52 100 0.70 46 ANDair bubbles visible, steep

fractures with thin clay infill 80 9 169 0 4 5 2 5 16 15 8.0 9.3 7.2 16.0 15 56

75.3 2959.5 22.96 899.0 80.3 24.48 1.52 1.49 98 1.39 91 ANDMassive steep joints, some air

bubbles in rock 100 2 745 0 5 5 5 6 21 15 9.4 18.2 12.8 21.0 15 76

80.3 2954.5 24.48 897.5 85.3 26.01 1.52 1.50 98 0.00 0 AND

highly fractured vertically, brown clay infill of joints, green

alteration (chlorite or olivine) 100 40 38 0 4 1 2 6 13 15 9.4 3.0 5.5 13.0 15 46

85.3 2949.5 26.01 896.0 90.3 27.53 1.52 1.54 100 1.42 93 ANDall in one piece, green alteration 150 0 1524 0 6 6 6 6 24 15 12.2 18.6 17.6 24.0 15 87

90.3 2944.5 27.53 894.5 95.3 29.05 1.52 1.45 95 0.85 56 ANDgreen alteration, brown clay infill

in steep joints 150 6 242 0 1 3 2 6 12 15 12.2 11.0 8.1 12.0 15 58

95.3 2939.5 29.05 892.9 100.3 30.58 1.52 1.46 96 0.90 59 AND steep fractures, thin clay infill 150 4 365 0 4 1 2 6 13 15 12.2 11.6 9.4 13.0 15 61

100.3 2934.5 30.58 891.4 105.3 32.10 1.52 1.51 99 1.51 99 AND

One solid Andesitic core, black (basalt) infill, white fines, black

feldspars 140 0 1524 0 6 1 6 6 19 15 11.7 20.0 17.6 19.0 15 83

105.3 2929.5 32.10 889.9 110.3 33.63 1.52 1.50 98 1.50 98 AND

Andesitic, black feldspars when wet, good quality, black (basalt)

and white infilling 140 0 1524 0 6 1 6 6 19 15 11.7 19.8 17.6 19.0 15 83

110.3 2924.5 33.63 888.4 115.3 35.15 1.52 1.52 100 1.45 95 AND

Good quality Andesitic, black feldspars/bands, black (basalt

fines), white fines 140 2 760 0 6 1 6 6 19 15 11.7 19.1 12.9 19.0 15 78

115.3 2919.5 35.15 886.8 120.3 36.68 1.52 1.51 99 1.51 99 AND

One Andesitic core, good quality, black (basalt) fines, white fines 140 0 1524 0 6 1 6 6 19 15 11.7 20.0 17.6 19.0 15 83

EOH

A2-21 of 62


Rev'd: 10Oct09






Date Completed:





0.0 3110.2 0.00 940.0 5.1 1.55 1.55 0.90 58 0.00 0 OB/AND

Brown fibrous muskeg like material for 1.5ft, high quality

AND below 140 3 300 0 4 3 5 6 18 15 11.7 3.0 8.7 18.0 15 56

5.1 3105.1 1.55 938.4 10.1 3.08 1.52 1.54 100 0.47 31 AND

cave in near end of run. Horizontal and steep fractures,

highly fractured near 8ft, thin clay infill 140 12 128 0 4 3 2 6 15 15 11.7 6.9 6.7 15.0 15 55

10.1 3100.1 3.08 936.9 15.1 4.60 1.52 1.52 100 0.92 60 ANDthin grey infill on some joints,

broken up at 13ft 140 8 190 0 4 3 2 6 15 15 11.7 11.9 7.5 15.0 15 61

15.1 3095.1 4.60 935.4 20.1 6.13 1.52 1.54 100 0.86 56 AND

motor failed during run, therefore heavily fractured Andesitic, soft

clay infill 140 9 171 0 3 4 2 6 15 15 11.7 11.1 7.2 15.0 15 60

20.1 3090.1 6.13 933.9 25.1 7.65 1.52 1.54 100 1.14 75 AND

Very hard strong Andesitic, hard clay infill, black fines, brown fines 140 5 308 0 4 4 2 6 16 15 11.7 14.7 8.8 16.0 15 66

25.1 3085.1 7.65 932.3 30.1 9.18 1.52 1.53 100 1.48 97 ANDGood Quality Andesitic, black

basalt fines, white fines 140 2 765 0 5 3 4 6 18 15 11.7 19.5 13.0 18.0 15 77

30.1 3080.1 9.18 930.8 35.1 10.70 1.52 1.54 100 1.30 85 ANDAndesitic, basalt infill, white fines,

some brown infill 140 5 308 0 5 3 4 6 18 15 11.7 16.9 8.8 18.0 15 70

35.1 3075.1 10.70 929.3 40.1 12.23 1.52 1.53 100 0.96 63 AND

Fractured Andesitic, strong, brown, hard infill, black, white

fines 140 7 219 0 4 4 4 5 17 15 11.7 12.3 7.8 17.0 15 64

40.1 3070.1 12.23 927.8 45.1 13.75 1.52 1.54 100 1.04 68 AND

Fractured, Andesitic, brown hard infill, black fines, white fines 140 11 140 0 4 5 4 6 19 15 11.7 13.4 6.9 19.0 15 66

45.1 3065.1 13.75 926.3 50.1 15.27 1.52 1.53 100 1.49 98Andesitic, black (basalt), white,

brown, infill 140 5 306 0 4 5 4 6 19 15 11.7 19.7 8.8 19.0 15 74

50.1 3060.1 15.27 924.7 55.1 16.80 1.52 1.53 100 1.13 74 AND

Grey Cores, infill black chlorite (green), brown, some clay infill in

bottom ft 140 7 219 0 4 4 4 6 18 15 11.7 14.5 7.8 18.0 15 67

R 1500


Rock Type,


K10-13GT

21-Jul-1019-Jul-10


RADIUS DRILLING CORP.

BB

0474055 E, 6143553 N (UTM NAD83 Z9)

90

K10-13GT

BH/GW

940.03,11050.3165

COARSE ORE STOCKPILE

A2-22 of 62


Rev'd: 10Oct09






Rock Type,

K10-13GT

55.1 3055.1 16.80 923.2 60.1 18.32 1.52 1.52 100 0.00 0 AND

Longitudinal fractures, soft infill, clay, brown, heavily fractured

(vertical) 110 30 51 0 3 5 3 2 13 15 10.0 3.0 5.7 13.0 15 47

60.1 3050.1 18.32 921.7 65.1 19.85 1.52 1.54 100 0.26 17 AND

Vertical fractures, grey cores, clay infilling approximately 1 ft of

rubble 90 40 39 0 3 5 2 5 15 15 8.7 5.0 5.5 15.0 15 49

65.1 3045.1 19.85 920.2 70.1 21.37 1.52 1.54 100 1.36 89 AND

Solid 2ft good quality core, 1ft core with vertical fracture, clay

infilling, core improving 125 6 257 0 4 4 2 5 15 15 10.9 17.7 8.2 15.0 15 67

70.1 3040.1 21.37 918.6 75.1 22.90 1.52 1.53 100 1.51 99 AND

Solid cores, Andesitic, black infill, some clay infill, white fines, less

1mm joint 140 1 1530 0 5 3 5 6 19 15 11.7 20.0 17.6 19.0 15 83

75.1 3035.1 22.90 917.1 80.1 24.42 1.52 1.52 100 1.52 100 ANDall in one piece, had to break to

put in box 150 0 1524 6 6 6 6 6 30 15 12.2 20.1 17.6 30.0 15 95

80.1 3030.1 24.42 915.6 85.1 25.95 1.52 1.52 100 1.52 100 AND

one piece, some mechanical breaks. Very hard, cracked casing while pulling rods up 150 0 1524 6 6 6 6 6 30 15 12.2 20.1 17.6 30.0 15 95

85.1 3025.1 25.95 914.1 90.1 27.47 1.52 1.53 100 1.53 100 ANDlikely one piece, some

mechanical breaks 150 0 1524 6 6 6 6 6 30 15 12.2 20.2 17.6 30.0 15 95

90.1 3020.1 27.47 912.5 95.1 28.99 1.52 1.47 96 1.39 91 ANDmassive, one joint with very thin

infilling 150 1 1470 0 5 4 5 6 20 15 12.2 18.2 17.3 20.0 15 83

95.1 3015.1 28.99 911.0 100.1 30.52 1.52 1.48 97 1.16 76 ANDvery thin infill in joints, broken up

near bottom of run 140 4 370 0 5 4 5 6 20 15 11.7 14.9 9.5 20.0 15 71

100.1 3010.1 30.52 909.5 105.1 32.04 1.52 1.60 100 1.25 82 AND

one steep fracture with thin infill, air voids in lower portion of run 100 2 800 0 5 4 5 6 20 15 9.4 16.2 13.2 20.0 15 74

105.1 3005.1 32.04 908.0 110.1 33.57 1.52 1.54 100 1.54 100 AND

all in one piece, air voids visible with tan clay in them. Green

component to rock (chlorite?) 100 0 1524 6 6 6 6 6 30 15 9.4 20.2 17.6 30.0 15 92

110.1 3000.1 33.57 906.4 115.1 35.09 1.52 1.46 96 1.46 96 ANDall in one piece, some air

bubbles, green in rock 100 0 1524 6 6 6 6 6 30 15 9.4 19.2 17.6 30.0 15 91

115.1 2995.1 35.09 904.9 120.1 36.62 1.52 1.58 100 1.58 100 ANDall in one piece, green in rock,

limited air bubbles 120 0 1524 6 6 6 6 6 30 15 10.6 20.2 17.6 30.0 15 93

120.1 2990.1 36.62 903.4 125.1 38.14 1.52 1.52 100 1.52 100 AND all in one piece, chlorite? 120 0 1524 6 6 6 6 6 30 15 10.6 20.1 17.6 30.0 15 93

125.1 2985.1 38.14 901.9 130.1 39.66 1.52 1.53 100 1.53 100 ANDall in one piece, very small air

bubbles visible 120 0 1524 6 6 6 6 6 30 15 10.6 20.2 17.6 30.0 15 93

130.1 2980.1 39.66 900.3 135.1 41.19 1.52 1.54 100 1.45 95 AND

very small air bubbles, some clay infilling, black fines, white fines 125 3 513 0 5 5 5 6 21 15 10.9 19.1 10.9 21.0 15 77

135.1 2975.1 41.19 898.8 140.1 42.71 1.52 1.54 100 1.48 97 ANDSolid grey cores, clay infilling

(some), black fines 125 3 513 0 5 5 5 6 21 15 10.9 19.5 10.9 21.0 15 77

140.1 2970.1 42.71 897.3 145.1 44.24 1.52 1.53 100 0.00 0 AND

Longitudinal (vertical) fractures, clay infilling, black fines, brown fill 110 7 219 0 3 4 2 6 15 15 10.0 3.0 7.8 15.0 15 51

A2-23 of 62


Rev'd: 10Oct09






Rock Type,

K10-13GT

145.1 2965.1 44.24 895.8 150.1 45.76 1.52 1.53 100 1.18 77 AND

Longitudinal fracture in top foot with brown clay infill, solid good

quality core below 140 2 765 0 5 4 5 6 20 15 11.7 15.2 13.0 20.0 15 75

150.1 2960.1 45.76 894.2 155.1 47.29 1.52 1.48 97 1.45 95 AND

Solid Andesitic core, black (basalt) infill, white infill, good

quality 160 1 1480 0 5 4 5 6 20 15 12.7 19.1 17.3 20.0 15 84

155.1 2955.1 47.29 892.7 160.1 48.81 1.52 1.54 100 1.36 89 AND

Good quality Andesitic solid cores, black infill, white infill,

black feldspars 140 2 770 0 5 3 5 6 19 15 11.7 17.7 13.0 19.0 15 76

160.1 2950.1 48.81 891.2 165.1 50.34 1.52 1.54 100 1.48 97 AND

Solid Andesitic, black feldspars basalt infill, white (some fines

good quality 140 2 770 0 5 3 5 6 19 15 11.7 19.5 13.0 19.0 15 78

EOH

A2-24 of 62







Date Completed:





0.0 2874.0 0.00 876.0 5.4 1.65 1.65 1.37 83 0.35 21 OB, AND

Organics for first foot, large root deflected drill. First 20cm of

bedrock was a sandstone, AND below with horizontal fractures

150 11 125 0 5 3 5 6 19 15 12.2 5.6 6.7 19.0 15 58

5.4 2868.6 1.65 874.4 10.4 3.17 1.52 1.45 95 0.96 63 ANDhorizontal fractures, some iron

staining/tannin on joints 140 10 145 0 4 3 5 6 18 15 11.7 12.3 6.9 18.0 15 64

10.4 2863.6 3.17 872.8 15.4 4.70 1.52 1.54 101 0.65 43 AND

hairline fractures, some vertical, thick clay infill on one steep joint 140 9 171 0 1 3 2 6 12 15 11.7 8.8 7.2 12.0 15 55

15.4 2858.6 4.70 871.3 20.4 6.22 1.52 1.48 97 1.48 97 ANDstrong AND with very few natural

fractures 150 1 1480 0 5 5 6 6 22 15 12.2 19.5 17.3 22.0 15 86

20.4 2853.6 5.00 6.0 25.4 7.74 2.74 1.60 58 1.07 39 ANDshallow dipping joints, one

vertical, thin clay infill 150 7 229 0 5 1 5 6 17 15 12.2 8.2 7.9 17.0 15 60

25.4 2848.6 7.74 868.3 30.4 9.27 1.52 1.52 100 1.34 88 ANDSolid cores, good quality, basalt

(black) infill, white fines 150 5 304 0 5 2 5 6 18 15 12.2 17.4 8.8 18.0 15 71

30.4 2843.6 9.27 866.7 35.4 10.79 1.52 1.59 100 1.54 100 ANDGood quality Andesitic, basalt

fines, white fines 150 2 795 0 5 2 5 6 18 15 12.2 20.2 13.2 18.0 15 79

35.4 2838.6 10.79 865.2 40.4 12.32 1.52 1.54 100 1.22 80 AND

Andesitic, some brown, clay infilling, basalt fines, good quality 150 5 308 0 5 3 5 6 19 15 12.2 15.7 8.8 19.0 15 71

40.4 2833.6 12.32 863.7 45.4 13.84 1.52 1.52 100 1.09 72 AND

Top 1ft longitudinal vertical fracture, some clay infilling basalt, brown, white fines 150 4 380 0 5 3 5 6 19 15 12.2 14.0 9.6 19.0 15 70

45.4 2828.6 13.84 862.2 50.4 15.37 1.52 1.50 98 1.48 97 ANDGood quality, black (basalt) bands infilling, white fines 150 2 750 0 5 2 5 6 18 15 12.2 19.5 12.9 18.0 15 78

50.4 2823.6 15.37 860.6 55.4 16.89 1.52 1.52 100 1.47 96 ANDGood quality Andesitic, basalt

infill, white infill, white fill 140 4 380 0 5 2 5 6 18 15 11.7 19.4 9.6 18.0 15 74

55.4 2818.6 16.89 859.1 60.4 18.41 1.52 1.54 100 1.36 89 AND

Basalt infill, good quality, white fines, 2" black band (when wet) 140 3 513 0 5 2 5 6 18 15 11.7 17.7 10.9 18.0 15 73

Heli rig


Rock Type,


K10-14GT

24-Jul-1022-Jul-10



BB

0475923 N 6143932 E (UTM NAD83 Z9)

90

K10-14GT

BH/GW

876.02,87462.6205

Downgradient of Northeast TMF Embankment

A2-25 of 62







Rock Type,

K10-14GT

60.4 2813.6 18.41 857.6 65.4 19.94 1.52 1.50 98 1.47 96 AND

One break mechanical(lifting case) good quality Andesitic,

basalt filling, white fines 140 1 1500 0 6 2 6 6 20 15 11.7 19.4 17.4 20.0 15 84

65.4 2808.6 19.94 856.1 70.4 21.46 1.52 1.51 99 0.32 21 AND

top 1ft good quality Andesitic, transitions to sandy weathered,

rubble, heavily fractured90 50 30 0 4 4 2 5 15 15 8.7 5.6 5.4 15.0 15 50

70.4 2803.6 21.46 854.5 75.4 22.99 1.52 1.40 92 0.00 0 ANDWeathered sand, clay infilling,

soft, fractured, rubble, clay 75 55 25 0 2 5 2 3 12 15 7.7 3.0 5.4 12.0 15 43

75.4 2798.6 22.99 853.0 80.4 24.51 1.52 1.44 94 0.00 0 ANDSoft, fractured, clay infill 2-5cm

rubble, weathered Andesitic 75 50 29 0 1 5 2 2 10 15 7.7 3.0 5.4 10.0 15 41

80.4 2793.6 24.51 851.5 85.4 26.04 1.52 1.46 96 0.38 25 ANDSoft, clay infill, sand, fractured

Andesitic, rubble, wash out 75 30 49 0 1 5 2 2 10 15 7.7 6.1 5.7 10.0 15 44

85.4 2788.6 26.04 850.0 90.4 27.56 1.52 1.06 70 0.00 0 AND

Soft, clay, infill, sand, brown, black2-6cm rubble, wash out run 75 30 35 0 1 5 2 3 11 15 7.7 3.0 5.5 11.0 15 42

90.4 2783.6 27.56 848.4 95.4 29.09 1.52 0.68 45 0.37 24 ANDWashed out run, rubble, soft,

clay infilling, brown 90 15 45 0 1 5 2 3 11 15 8.7 6.0 5.6 11.0 15 46

95.4 2778.6 29.09 846.9 100.4 30.61 1.52 1.02 67 0.00 0 AND

Wash out, soft clay and 2-5cm rubble, bottom ft grey

(strengthening) top half fractured and soft 75 60 17 0 1 5 2 5 13 15 7.7 3.0 5.2 13.0 15 44

100.4 2773.6 30.61 845.4 105.4 32.13 1.52 1.34 88 0.82 54 AND

Iron staining and clay in joints, light green with steep and horizontal fractures, likely

different lava flow than upper layer 120 8 168 0 1 1 2 5 9 15 10.6 10.7 7.2 9.0 15 53

105.4 2768.6 32.13 843.9 110.4 33.66 1.52 1.52 100 0.55 36 ANDheavy weathering, clay infill and

abundant iron staining 80 15 101 0 1 3 2 3 9 15 8.0 7.7 6.4 9.0 15 46

110.4 2763.6 33.66 842.3 115.4 35.18 1.52 1.26 83 0.78 51 AND, Clay

Extremely weathered andesitic, rock is basically clay, shallow

dipping joints 30 9 140 0 0 0 0 1 1 15 3.9 10.2 6.9 1.0 15 37

115.4 2758.6 35.18 840.8 120.4 36.71 1.52 1.01 66 0.17 11 AND, Clay

17cm of solid andesitic at top, the rest is broken up clay

(weaker than previous run clay), some solid rock right at the

bottom 10 30 34 0 0 0 0 0 0 15 2.0 4.3 5.5 0.0 15 27

120.4 2753.6 36.71 839.3 125.4 38.23 1.52 0.72 47 0.00 0 AND, Clay

some solid rock at bottom, the rest is clay, poor recovery likely

due to washout 10 30 24 0 0 0 0 0 0 15 2.0 3.0 5.3 0.0 15 25

125.4 2748.6 38.23 837.8 130.4 39.76 1.52 0.82 54 0.44 29 Clay, AND

last 44cm is solid andesitic, the rest is broken up clay and chunks

of rock 20 30 27 0 0 0 0 0 0 15 3.0 6.7 5.4 0.0 15 30

130.4 2743.6 39.76 836.2 135.4 41.28 1.52 0.38 25 0.00 0 Clay, CON

solid conglomerate pieces are made up of the andesitic

(magnetic), poor recovery likely due to washout not air voids

10 30 13 0 0 0 0 0 0 15 2.0 3.0 5.2 0.0 15 25

A2-26 of 62







Rock Type,

K10-14GT

135.4 2738.6 41.28 834.7 140.4 42.80 1.52 0.97 64 0.66 43 Clay, CON

Highly broken up at top of run, solid andesitic pieces in middle

and non-magnetic conglomerate near the end 60 9 108 0 0 1 0 3 4 15 6.5 8.9 6.4 4.0 15 41

140.4 2733.6 42.80 833.2 145.4 44.33 1.52 1.50 98 0.41 27 Clay, CON

closely spaced smooth horizontal fractures in andesitic, weakly cemented conglomerate with

angular fragments at bottom of run 30 12 125 0 0 1 0 3 4 15 3.9 6.4 6.7 4.0 15 36

145.4 2728.6 44.33 831.7 150.4 45.85 1.52 1.54 100 0.55 36 AND

heavily fractured (medium hard) andesitic, basalt infill. Top 1ft is

rubble, two blocked runs90 25 62 0 1 5 3 5 14 15 8.7 7.7 5.8 14.0 15 51

150.4 2723.6 45.85 830.1 155.4 47.38 1.52 1.54 100 1.32 87 GW/ARG

Grey cores, black 2" bands in bottom 6", good quality, 1-2mm

white vein 110 5 308 0 5 3 5 6 19 15 10.0 17.2 8.8 19.0 15 70

155.4 2718.6 47.38 828.6 160.4 48.90 1.52 1.53 100 1.21 79 GW/ARG

some low angle fractures, basalt, <1mm white veins, 1" bands 110 8 191 0 5 4 5 6 20 15 10.0 15.6 7.5 20.0 15 68

160.4 2713.6 48.90 827.1 165.4 50.43 1.52 1.54 100 1.06 70 GW/ARGfractured sharp coves, strong,

white fines 110 30 51 0 5 5 5 6 21 15 10.0 13.6 5.7 21.0 15 65

165.4 2708.6 50.43 825.6 170.4 51.95 1.52 1.54 100 1.06 70 GW/ARGfractured, hard white fines, hard

infill on joints 110 15 103 0 5 4 5 6 20 15 10.0 13.6 6.4 20.0 15 65

170.4 2703.6 51.95 824.0 175.4 53.48 1.52 1.45 95 0.85 56 GW/ARG

andesitic, swirling bedding, 1-2mm white veins, 1-2" quartz bands at bottom of run, pyrite

fines 140 10 145 0 5 3 5 6 19 15 11.7 11.0 6.9 19.0 15 64

175.4 2698.6 53.48 822.5 180.4 55.00 1.52 1.54 100 1.14 75 GW/ARGsome mineralization, quartz, pyrite fines, swirling bands 140 15 103 0 5 4 5 6 20 15 11.7 14.7 6.4 20.0 15 68

180.4 2693.6 55.00 821.0 185.4 56.52 1.52 1.54 100 0.93 61 GW/ARGfractured, pyrite fines, quartz

bands, 1-2mm white veins 140 40 39 0 5 5 5 6 21 15 11.7 12.0 5.5 21.0 15 65

185.4 2688.6 56.52 819.5 190.4 58.05 1.52 1.50 98 1.50 98 ARG, GW

Likely Bowser lake group, joints at 30-45deg, wavy contacts

between GW and ARG120 4 375 0 5 1 5 6 17 15 10.6 19.8 9.5 17.0 15 72

190.4 2683.6 58.05 818.0 195.4 59.57 1.52 1.46 96 0.86 56 ARG, GW

alternating wavy layers of ARG and GW, steep joints, marcosite

on joints 120 4 365 0 5 1 5 6 17 15 10.6 11.1 9.4 17.0 15 63

195.4 2678.6 59.57 816.4 200.4 61.10 1.52 1.44 94 0.63 41 ARG, GW

rippled thin bedding, highly fractured around 196-197ft, soft black (clay?) material at 198ft

60 11 131 0 5 1 5 6 17 15 6.5 8.6 6.7 17.0 15 54

200.4 2673.6 61.10 814.9 205.4 62.62 1.52 1.50 98 0.78 51 ARG, GW

thick marcosite infill on last joint, steep fractures, rippled bedding 120 4 375 0 5 1 5 6 17 15 10.6 10.2 9.5 17.0 15 62

EOH

A2-27 of 62







Date Completed:

M:\1\01\00343\06\A\Data\T M:\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Drillhole Logs\[K10-15AGT drillhole log.xlsx]Data - Calc Sheet Drill Hole Number:DRILL RUN DATA GEOLOGY - COMMENTS RMR - DATA (BY RUN) RMR CALCULATIONS (BY RUN)




0.0 2614.9 0.00 797.0 5.1 1.55 1.55 0.46 30 0.00 0 OBTop 1ft Peat, OVB, grass, rubble

1-4cm 50 10 46 0 1 3 0 3 7 15 5.7 3.0 5.6 7.0 15 36

5.1 2609.8 1.55 795.4 10.1 3.08 1.52 1.54 100 1.07 70 GW/ARGRubble 2-5cm, black infilling

(basalt), some clay infill 75 55 28 0 3 4 3 3 13 15 7.7 13.7 5.4 13.0 15 55

10.1 2604.8 3.08 793.9 15.1 4.60 1.52 1.35 89 0.17 11 GW/ARG

interbedded GW and ARG, steep joints with calcite infilling and

some oxidation on the surface, highly fractured in lower 3ft of run

(possible shear zone)120 15 90 0 4 3 5 6 18 15 10.6 4.3 6.2 18.0 15 54

15.1 2599.8 4.60 792.4 20.1 6.13 1.52 1.52 100 0.46 30 GW/ARG

interbedded GW and ARG, steep joints, some oxidation and calcite

in joints 120 10 152 0 5 3 5 6 19 15 10.6 6.8 7.0 19.0 15 58

20.1 2594.8 6.13 790.9 25.1 7.65 1.52 1.42 93 0.50 33 GW/ARG

heavily fractured throughout run, limited infilling on joints, some oxidation and thin quartz veins

present 100 20 71 0 4 1 5 5 15 15 9.4 7.2 6.0 15.0 15 53

25.1 2589.8 7.65 789.3 30.1 9.18 1.52 1.50 98 0.38 25 GW/ARG

interbedded GW and ARG, very steep fractures, limited infill,

highly broken up 100 17 88 0 4 1 5 6 16 15 9.4 6.1 6.2 16.0 15 53

30.1 2584.8 9.18 787.8 35.1 10.70 1.52 1.50 98 0.31 20 GW/ARG

wavy bedding structures, steep joints with limited infill, very

broken up at end of run 100 13 115 0 5 3 5 6 19 15 9.4 5.5 6.5 19.0 15 55

35.1 2579.8 10.70 786.3 40.1 12.23 1.52 1.54 100 0.89 58 GW/ARG

Graded bedding, broken up at top and bottom but solid in

middle of run, some calcite on joints 100 9 171 0 5 1 5 6 17 15 9.4 11.5 7.2 17.0 15 60

40.1 2574.8 12.23 784.8 45.1 13.75 1.52 1.53 100 0.70 46 GW/ARGwavy bedding, shallow and steep

joints, limited infill 120 11 139 0 5 1 5 6 17 15 10.6 9.3 6.8 17.0 15 59

45.1 2569.8 13.75 783.3 49.7 15.15 1.40 1.20 86 0.46 33 GW/ARG

rippled bedding, some quartz veins, calcite and marcosite in

joints, run blocked 5inches short of full 5ft run 120 11 109 0 5 3 5 6 19 15 10.6 7.2 6.5 19.0 15 58

R 1500


Rock Type,


K10-15AGT

28-Jul-1025-Jul-10



BB

0476,788 E, 6143059 N (UTM NAD83 Z9)

90

K10-15AGT

BH/GW

797.02,61561.0200

Northeast TMF Embankment

A2-28 of 62







Rock Type,

K10-15AGT

49.7 2565.2 15.15 781.8 55.1 16.80 1.65 1.60 97 0.16 10 GW/ARG

highly broken up rock, possible shear zone from 50 - 52ft, no

joint infill, calcite in rock100 30 53 0 4 3 6 6 19 15 9.4 4.1 5.7 19.0 15 53

55.1 2559.8 16.80 780.2 60.1 18.32 1.52 1.33 87 0.00 0 GW/ARG

highly broken up throughout the full length of the run, thin clay on

some joints, very smooth joint sides 100 30 44 0 4 0 2 6 12 15 9.4 3.0 5.6 12.0 15 45

60.1 2554.8 18.32 778.7 65.1 19.85 1.52 0 0 GW/ARG no recovery 0 30 0 0 6 6 6 6 24 15 1.0 3.0 5.0 24.0 15 48

65.1 2549.8 19.85 777.2 70.1 21.37 1.52 1.54 100 0.20 13 GW/ARG

Fractured Greywacke, Argillite bands, quartz, 1-2mm white

veins, fractured 90 30 51 0 4 5 5 6 20 15 8.7 4.5 5.7 20.0 15 54

70.1 2544.8 21.37 775.6 75.1 22.90 1.52 1.54 100 0.33 22 GW/ARG

Argillite bands, 1-2mm white veins (quartz), steep/heavily

fractured 90 35 44 0 4 4 5 6 19 15 8.7 5.6 5.6 19.0 15 54

75.1 2539.8 22.90 774.1 80.1 24.42 1.52 1.54 100 0.77 51 GW/ARG

Fractured Greywacke, 1-2mm white veins, steep fractures,

Argillite bands 90 15 103 0 4 3 5 6 18 15 8.7 10.1 6.4 18.0 15 58

80.1 2534.8 24.42 772.6 85.1 25.95 1.52 1.54 100 1.05 69 GW/ARG

Fractured Greywacke, strong solid cores, Argillite bands, vertical fracture, quartz infill 140 15 103 0 5 3 5 6 19 15 11.7 13.5 6.4 19.0 15 66

85.1 2529.8 25.95 771.1 90.1 27.47 1.52 1.54 100 0.47 31 GW/ARGVertical fractures, quartz infill, 1-

2mm white veins, 140 20 77 0 5 4 5 6 20 15 11.7 6.9 6.0 20.0 15 60

90.1 2524.8 27.47 769.5 95.1 28.99 1.52 1.54 100 0.28 18 GW/ARG

Fractured Greywacke, quartz bands, pyrite fines, 1-2mmj white

veins, 1.5" quartz band 140 20 77 0 5 4 5 6 20 15 11.7 5.2 6.0 20.0 15 58

95.1 2519.8 28.99 768.0 100.1 30.52 1.52 1.54 100 0.37 24 GW/ARGFractured Greywacke, Quartz,

pyrite fines, Argillite 140 40 39 0 4 4 5 6 19 15 11.7 6.0 5.5 19.0 15 57

100.1 2514.8 30.52 766.5 105.1 32.04 1.52 1.52 100 0.86 56 GW/ARGinterbedded layers, some calcite

on steep joints 120 5 304 0 5 3 5 6 19 15 10.6 11.1 8.8 19.0 15 65

105.1 2509.8 32.04 765.0 110.1 33.57 1.52 1.49 98 0.89 58 GW/ARG

swirling beds of GW and ARG, large unbroken piece near top,

more broken up at bottom of run, calcite and pyrites in joints

120 7 213 0 5 3 5 6 19 15 10.6 11.5 7.7 19.0 15 64

110.1 2504.8 33.57 763.4 115.1 35.09 1.52 1.56 100 0.80 52 GW/ARG

interbedded GW and ARG, minimal infill on shallow dipping

joints, some calcite and marcosite 120 8 195 0 5 3 5 6 19 15 10.6 10.4 7.5 19.0 15 63

115.1 2499.8 35.09 761.9 120.1 36.62 1.52 1.54 100 0.94 62 GW/ARG

thin bands of both GW and ARG, broken up at bottom of run,

calcite and sulphides in joints120 10 154 0 5 1 5 6 17 15 10.6 12.1 7.0 17.0 15 62

120.1 2494.8 36.62 760.4 125.1 38.14 1.52 1.56 100 0.44 29 GW/ARG

thick calcite band(5mm) at 123.5ft, broken up near bottom of run, some vertical fractures 120 12 130 0 5 1 5 6 17 15 10.6 6.7 6.7 17.0 15 56

125.1 2489.8 38.14 758.9 130.1 39.66 1.52 1.55 100 1.55 100 GW massive, mechanical breaks in

tube and getting it into box 120 3 517 0 5 4 5 6 20 15 10.6 20.2 10.9 20.0 15 77

A2-29 of 62







Rock Type,

K10-15AGT

130.1 2484.8 39.66 757.3 135.1 41.19 1.52 1.53 100 1.16 76 GW/ARG

massive, fractures along calcite veins, shallow to medium dipping

fractures 120 4 383 0 5 4 5 6 20 15 10.6 14.9 9.6 20.0 15 70

135.1 2479.8 41.19 755.8 140.1 42.71 1.52 1.52 100 0.25 16 GW/ARG

highly fractured throughout length of run, numerous calcite veins, joints in many different

directions and steepness100 17 89 0 5 5 5 6 21 15 9.4 4.9 6.2 21.0 15 57

140.1 2474.8 42.71 754.3 145.1 44.24 1.52 1.46 96 0.78 51 GW

some ARG, lots of calcite veins, steep joints with sulphides on

them 120 7 209 0 5 3 5 6 19 15 10.6 10.2 7.7 19.0 15 63

145.1 2469.8 44.24 752.8 150.1 45.76 1.52 1.40 92 0.84 55 GW/ARG

a felsic dyke appears between 146 and 146.5ft, thick calcite veins with some sulphides on

joint surfaces 120 6 233 0 5 3 5 6 19 15 10.6 10.9 8.0 19.0 15 64

150.1 2464.8 45.76 751.2 155.1 47.29 1.52 1.50 98 0.73 48 GWsteep joints, some with calcite

infill, lots of calcite veins 100 7 214 0 4 3 5 6 18 15 9.4 9.6 7.8 18.0 15 60

155.1 2459.8 47.29 749.7 160.1 48.81 1.52 1.49 98 1.20 79 GWsome thin bands of ARG, calcite

veins 120 3 497 0 5 1 5 6 17 15 10.6 15.5 10.7 17.0 15 69

160.1 2454.8 48.81 748.2 165.1 50.34 1.52 1.53 100 1.35 89 GW/ARG

Solid Greywacke, cores, Argillite bands, 1-2mm white veins, Pyrite

fines, 1cm calcite band110 8 191 0 5 2 5 6 18 15 10.0 17.6 7.5 18.0 15 68

165.1 2449.8 50.34 746.7 170.1 51.86 1.52 1.54 100 0.49 32 GW/ARG

Steep heavily fractured greywacke, 1-2mm calcite veins,

soft infill 166-167ft 110 30 51 0 5 3 5 6 19 15 10.0 7.1 5.7 19.0 15 57

170.1 2444.8 51.86 745.1 175.1 53.38 1.52 1.54 100 0.14 9 GW/ARG

Heavily fractured, vertical, steep calcite vines, argillite, some pyrite

fines 90 40 39 0 4 4 5 6 19 15 8.7 4.0 5.5 19.0 15 52

175.1 2439.8 53.38 743.6 180.1 54.91 1.52 1.54 100 0.36 24 GW/ARG

Fractured, 1-2mm calcite vines, light grey, soft infilling, argillite

bands 90 20 77 0 4 4 2 6 16 15 8.7 5.9 6.0 16.0 15 52

180.1 2434.8 54.91 742.1 185.1 56.43 1.52 1.54 100 1.01 66 GW/ARG

top2ft solid core, 1-2mm calcite veins, argillite band (2"), 2" light

grey soft band 110 6 257 0 5 2 5 6 18 15 10.0 13.0 8.2 18.0 15 64

185.1 2429.8 56.43 740.6 190.1 57.96 1.52 1.54 100 0.40 26 GW/ARG

Greywacke, steep fractures, argillite bands, 1-2mm white

veins, strong 140 9 171 0 5 2 5 6 18 15 11.7 6.3 7.2 18.0 15 58

190.1 2424.8 57.96 739.0 195.1 59.48 1.52 1.54 100 1.47 96 GW/ARG

Good quality greywacke, Argillite bands, 1-2mm calcite veins,

pyrite fines 140 3 513 0 5 1 5 6 17 15 11.7 19.4 10.9 17.0 15 74

195.1 2419.8 59.48 737.5 200.1 61.01 1.52 1.54 100 1.50 98 GW/ARG

Solid good quality cores, argillite bands, 1-2mm white veins, pyrite

fines 140 1 1540 0 5 1 5 6 17 15 11.7 19.8 17.6 17.0 15 81

E.O.H.

A2-30 of 62



Location: Total Depth: m m

Coordinates : ft ft



Date Completed:

\\van11\prj_file\1\01\00343\ \\van11\prj_file\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Drillhole Logs\Drillhole Logs Excel 2007\[K10-16GT drillhole log.xlsx]Data - Calc Sheet Drill Hole Number:DRILL RUN DATA GEOLOGY - COMMENTS RMR - DATA (BY RUN) RMR CALCULATIONS (BY RUN)



(see Leg) Joints Spac. P A R I W Rating Rating Spac. Condition Rating

(ft) (ft) (m) (m) (ft) (m) (m) (m) (%) (m) (%) (MPa) (mm) Rating Rating

0.0 2631.2 0.00 803.0 5.0 1.52 1.52 0.93 61 0.18 12 organics, GW

1.5ft of peat on top, some clayey material with cobbles below that

and GW below that, GW is medium-fine grained with

oxidation on joints 10 1 930 0 0 0 0 0 0 15 2.0 4.4 14.2 0.0 15 36

Greywacke, steep fractures, less

0

476,554 E, 6,143,325 N (UTM NAD83 Z9)

90

K10-16GT

BH/GW

200

BB

R 1500


Rock Type,


K10-16GT

30-Jul-1028-Jul-10

KITSAULT PROJECT

AVANTI KITSAULT MINE LTD.


803.0

2,631

61.0Northeast TMF Embankment

5.0 2626.2 1.52 801.5 10.0 3.05 1.52 1.54 100 0.93 61 GW/ARG

Greywacke, steep fractures, less than 1mm joint width, some sections heavily fractured

110 15 103 0 4 3 4 5 16 15 10.0 12.0 6.4 16.0 15 59

10.0 2621.2 3.05 800.0 15.0 4.57 1.52 1.54 100 0.86 56 GW/ARG

Steep fractures, some clay infilling, blocking top 1ft of run,

argillite 2" bands 140 17 91 0 4 4 4 6 18 15 11.7 11.1 6.2 18.0 15 62

15.0 2616.2 4.57 798.4 20.0 6.10 1.52 1.54 100 1.36 89 GW/ARG

Good quality greywacke, 1-2mm calcite veins, argillite bands

140 10 154 0 4 3 4 6 17 15 11.7 17.7 7.0 17.0 15 68

20.0 2611.2 6.10 796.9 25.0 7.62 1.52 1.54 100 0.66 43 GW/ARG

Steep fractures, some brown clay infill, 1-2mm white veins (calcite)

140 18 86 0 4 3 4 6 17 15 11.7 8.9 6.2 17.0 15 59

25.0 2606.2 7.62 795.4 30.0 9.15 1.52 1.54 100 0.59 39 GW/ARG

Fractured, greywacke, 1-2mm calcite veins, argillite bands 110 20 77 0 4 3 4 6 17 15 10.0 8.1 6.0 17.0 15 56

30.0 2601.2 9.15 793.9 35.0 10.67 1.52 1.54 100 1.44 94 GW/ARG

Good quality (recover) 2" argillite bands, 1-2mm white veins

140 2 770 0 5 2 4 6 17 15 11.7 18.9 13.0 17.0 15 76

35.0 2596.2 10.67 792.3 40.0 12.20 1.52 1.46 96 0.76 50 GW/ARG

Greywacke, argillite bands, 1-2mm white veins, vertical

fractures 140 8 183 0 5 2 4 6 17 15 11.7 10.0 7.4 17.0 15 61

40.0 2591.2 12.20 790.8 45.0 13.72 1.52 1.45 95 0.64 42 GW/ARG

Argillite bands/swirls 2" quartz band, vertical fractures, some

soft infill 140 12 121 0 5 2 4 6 17 15 11.7 8.7 6.6 17.0 15 59


A2-31 of 62






K10-16GT


Rock Type,

45.0 2586.2 13.72 789.3 50.0 15.24 1.52 1.48 97 0.68 45 GW/ARG

fractured greywacke, 1-2mm white veins, top 4" heavily

fractured 140 20 74 0 5 2 4 6 17 15 11.7 9.1 6.0 17.0 15 59

50.0 2581.2 15.24 787.8 55.0 16.77 1.52 1.54 100 1.27 83 GW/ARG

Greywacke, argillite bands, 1-2mm calcite white veins, pyrite

fines 110 7 220 0 5 2 4 6 17 15 10.0 16.4 7.8 17.0 15 66

55.0 2576.2 16.77 786.2 60.0 18.29 1.52 1.54 100 0.32 21 GW/ARG

Heavily fractured greywacke, quartz/calcite bands and veins,

some soft clay infilling 110 20 77 0 4 4 4 6 18 15 10.0 5.6 6.0 18.0 15 55

60.0 2571.2 18.29 784.7 65.0 19.82 1.52 1.41 92 0.50 33 GW/ARG

Steep fractures, pyrite fines, pyrite bands, calcite veins 110 15 94 0 4 4 4 6 18 15 10.0 7.2 6.3 18.0 15 57

65.0 2566.2 19.82 783.2 70.0 21.34 1.52 1.54 100 1.25 82 GW/ARG

Steep fractures, 1-2mm white veins, some clay infill, pyrite fines

110 8 193 0 4 4 4 6 18 15 10.0 16.2 7.5 18.0 15 67

70.0 2561.2 21.34 781.7 75.0 22.87 1.52 1.53 100 0.97 64 GW/ARG

mostly GW with some ARG, very thick clay infilled joint at 71.5ft, some calcite and sulphides on

joints 120 5 306 0 0 3 0 6 9 15 10.6 12.5 8.8 9.0 15 56

75.0 2556.2 22.87 780.1 80.0 24.39 1.52 1.50 98 1.27 83 ARG

some GW, flatter smooth joints, limited infill, wavy bedding

120 3 500 0 5 1 6 6 18 15 10.6 16.4 10.8 18.0 15 71

thin inter bedding of ARG and

80.0 2551.2 24.39 778.6 85.0 25.91 1.52 1.40 92 1.40 92 ARG/GW

gGW, solid rock, some mechanical fractures 120 3 467 0 5 5 6 6 22 15 10.6 18.3 10.4 22.0 15 76

85.0 2546.2 25.91 777.1 90.0 27.44 1.52 1.50 98 1.06 70 GW

some ARG in swirling bedding, steep joints with some calcite

and marcosite on them120 3 500 0 5 3 4 6 18 15 10.6 13.6 10.8 18.0 15 68

90.0 2541.2 27.44 775.6 95.0 28.96 1.52 1.52 100 1.52 100 GW

all in one piece, had to break to fit in box, some weak points in

the rock but they are not persistent enough to be fractures

120 0 1524 6 6 6 6 6 30 15 10.6 20.1 17.6 30.0 15 93

95.0 2536.2 28.96 774.0 100.0 30.49 1.52 1.50 98 0.83 54 GW

calcite, quartz and marcosite on steep joints, some mechanical

breaks 120 8 188 0 5 3 4 6 18 15 10.6 10.8 7.4 18.0 15 62

100.0 2531.2 30.49 772.5 105.0 32.01 1.52 1.49 98 1.30 85 GW

solid GW throughout, no infill on joints, one joint for sure (the rest

might be mechanical breaks)140 3 497 0 5 5 6 6 22 15 11.7 16.9 10.7 22.0 15 76

105.0 2526.2 32.01 771.0 110.0 33.54 1.52 1.54 100 1.40 92 GW/ARG

swirling beds of GW and ARG, steep bedding and steep joints,

marcosite visible on joint surfaces, calcite veins 120 5 308 0 5 3 4 6 18 15 10.6 18.3 8.8 18.0 15 71

110.0 2521.2 33.54 769.5 115.0 35.06 1.52 1.50 98 1.42 93 GW

some ARG, steep bedding with very complex patterns, some pyrite and calcite along joints

120 2 750 0 5 4 6 6 21 15 10.6 18.6 12.9 21.0 15 78


A2-32 of 62






K10-16GT


Rock Type,

115.0 2516.2 35.06 767.9 120.0 36.59 1.52 1.24 81 0.25 16 GW, marble?

shear zone (highly disintegrated rock) from 118 - 119ft with ARG mixed in, a lot of grey clay and a white rock below made up almost

entirely of calcite and quartz, lower return likely due to washout

50 14 89 0 0 0 0 6 6 15 5.7 4.9 6.2 6.0 15 38

120.0 2511.2 36.59 766.4 125.0 38.11 1.52 1.32 87 0.74 49 Marble?, GW

white rock for 1.5ft (marble with quartz?), thick bands of

carbonates below, some ARG mixed in 80 7 189 0 1 3 2 6 12 15 8.0 9.8 7.4 12.0 15 52

125.0 2506.2 38.11 764.9 130.0 39.63 1.52 1.53 100 0.87 57 GW

thick quartz veins, steep smooth fractures with some marcosite on

them 100 10 153 0 4 1 2 6 13 15 9.4 11.3 7.0 13.0 15 56

130.0 2501.2 39.63 763.4 135.0 41.16 1.52 1.52 100 1.00 66 GW/ARG

highly fractured from 130 - 131ft (shear zone likely), smooth joints

with some clay infill20 11 138 0 0 0 0 6 6 15 3.0 12.8 6.8 6.0 15 44

135.0 2496.2 41.16 761.8 140.0 42.68 1.52 1.54 101 0.96 63 GW/ARG 1524 0 15 1.0 12.3 17.6 0.0 15 46

140.0 2491.2 42.68 760.3 145.0 44.21 1.52 1.51 99 0.80 52 GW/ARG

Vertical fractures, 1-2mm calcite veins, some pyrite fines 110 11 137 0 4 4 4 6 18 15 10.0 10.4 6.8 18.0 15 60

One 1.3m core, 1-2m white

145.0 2486.2 44.21 758.8 150.0 45.73 1.52 1.51 99 1.30 85 GW/ARG

veins, bottom 6" quartz band, 1mm vertical fractures 110 7 216 0 4 2 4 6 16 15 10.0 16.9 7.8 16.0 15 66

150.0 2481.2 45.73 757.3 155.0 47.26 1.52 1.50 98 1.28 84 GW/ARG

1" quartz band at top of run, pyrite fines, 1-2mm white veins

110 15 100 0 4 3 4 6 17 15 10.0 16.6 6.3 17.0 15 65

155.0 2476.2 47.26 755.7 160.0 48.78 1.52 1.52 100 0.46 30 GW/ARG

Many 1-5mm white veins, 3mm band quartz in top foot, bottom

foot soft 110 20 76 0 4 3 4 6 17 15 10.0 6.8 6.0 17.0 15 55

160.0 2471.2 48.78 754.2 165.0 50.30 1.52 1.54 100 0.10 7 GW/ARG

Heavily fractured, soft infill, possible shear zone, white vein

at top of run, blocked run 75 80 19 0 2 4 2 6 14 15 7.7 3.7 5.3 14.0 15 46

165.0 2466.2 50.30 752.7 170.0 51.83 1.52 1.54 100 0.58 38 GW/ARG

top 3.5ft blocked run, very soft, quartz veins, bottom 1.5 ft solid

GW with Arg bands 75 70 22 0 2 3 2 5 12 15 7.7 8.0 5.3 12.0 15 48

170.0 2461.2 51.83 751.2 175.0 53.35 1.52 1.43 94 1.16 76 GW/ARG

Improving quality, solid cores, 1-2mm quartz/calcite bands, one 1"

quartz band 90 14 102 0 4 2 5 6 17 15 8.7 14.9 6.4 17.0 15 62

175.0 2456.2 53.35 749.6 180.0 54.88 1.52 1.52 100 1.31 86 GW/ARG

Greywacke, argillite bands, 1-2mm white veins, pyrite fines 110 7 217 0 5 2 5 6 18 15 10.0 17.0 7.8 18.0 15 68

180.0 2451.2 54.88 748.1 185.0 56.40 1.52 1.54 100 1.28 84 GW/ARG

Greywacke, argillite bands, 1-2mm white veins, pyrite fines 110 7 220 0 5 2 5 6 18 15 10.0 16.6 7.8 18.0 15 67

185.0 2446.2 56.40 746.6 190.0 57.93 1.52 1.50 98 1.03 68 GW/ARG

1-2mm white viens,argillite bands, fractured at bottom of run

110 6 250 0 5 2 5 6 18 15 10.0 13.2 8.2 18.0 15 64


A2-33 of 62






K10-16GT


Rock Type,

190.0 2441.2 57.93 745.1 195.0 59.45 1.52 1.46 96 1.26 83 GW/ARG

1-2mm white veins, good quality, steep fractures in bottom foot of

run 110 10 146 0 5 2 5 6 18 15 10.0 16.3 6.9 18.0 15 66

195.0 2436.2 59.45 743.5 200.0 60.98 1.52 1.48 97 0.56 37 GW/ARG

Bottom half of run, heavily fractured, soft infilling, top white

veins/bands 75 25 59 0 3 3 2 6 14 15 7.7 7.8 5.8 14.0 15 50

E.O.H.


A2-34 of 62



Location: Total Depth: m m

Coordinates : ft ft



Date Completed:






0.0 2657.5 0.00 810.0 4.9 1.49 1.49 0.45 30 0.00 0 peat

organics, peat and roots, very wet and compressible 1 NA 0 0 0 0 0 0 0 15 1.1 3.0 5.0 0.0 15 24

4.9 2652.6 1.49 808.5 9.9 3.02 1.52 0.26 17 0.00 0 peat, GW

rock encountered in the last 10cm of the run, the rest was

very poor recovery 0 NA 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

R 1500


Rock Type,


K10-17GT

31-Jul-1030-Jul-10

KITSAULT PROJECT


Geotech Drilling Ltd.

BB

0

476,354E, 6,143,502N (UTM NAD83 Z9)

90

K10-17GT

BH/GW

810.0

2,657

60.9

200

Along South Embankment

9.9 2647.6 3.02 807.0 14.9 4.54 1.52 1.40 92 0.14 9 GW

gravel at top of run is from caving off the sides, blocked run 70cm down (more gravel from caving),

highly fractured, oxidation in joints at top of run but not

bottom, some thin clay infill80 16 88 0 1 1 2 4 8 15 8.0 4.0 6.2 8.0 15 41

14.9 2642.6 4.54 805.5 19.9 6.07 1.52 1.25 82 0.50 33 GW

run blocked at 18ft (lower return likely from that, moderately steep

joints with calcite infill100 12 104 0 1 1 3 5 10 15 9.4 7.2 6.4 10.0 15 48

19.9 2637.6 6.07 803.9 24.9 7.59 1.52 1.46 96 0.42 28 GW

steep and shallow dipping fractures, calcite infill, no

oxidation 100 17 86 0 4 3 4 6 17 15 9.4 6.5 6.2 17.0 15 54

24.9 2632.6 7.59 802.4 29.9 9.12 1.52 1.52 100 0.65 43 GW/ARG

ARG in middle of run, calcite veins abundant, wavy bedding,

shallow to moderately steep fractures, some pyrites in joints

100 16 95 0 4 3 4 6 17 15 9.4 8.8 6.3 17.0 15 56

29.9 2627.6 9.12 800.9 34.9 10.64 1.52 1.53 100 0.43 28 GW/ARG

steep and moderately steep fractures with calcite and some

pyrite on the surface 100 13 118 0 4 1 4 6 15 15 9.4 6.6 6.6 15.0 15 53

34.9 2622.6 10.64 799.4 39.9 12.16 1.52 1.50 98 0.65 43 GW/ARG

Soft calcite infilling, calcite bands/veins, some steep

fractures 140 14 107 0 3 3 2 6 14 15 11.7 8.8 6.4 14.0 15 56


A2-35 of 62







Rock Type,

K10-17GT

39.9 2617.6 12.16 797.8 44.9 13.69 1.52 1.54 100 0.30 20 GW/ARG

Blocked run, vertical fractures, 1-2mm veins, some soft infilling

125 17 91 0 3 3 4 6 16 15 10.9 5.4 6.2 16.0 15 54

44.9 2612.6 13.69 796.3 49.9 15.21 1.52 1.54 100 0.75 49 GW/ARG

Blocked run, vertical fractures, 1-2mm veins, some soft infilling

125 17 91 0 3 3 4 6 16 15 10.9 9.9 6.2 16.0 15 58

49.9 2607.6 15.21 794.8 54.9 16.74 1.52 1.54 100 0.00 0 GW/ARG

Fractured, blocked run, steep fractures, some soft infill, black, 1-

2mm calcite veins 90 20 77 0 3 4 4 6 17 15 8.7 3.0 6.0 17.0 15 50

54.9 2602.6 16.74 793.3 59.9 18.26 1.52 1.51 99 1.40 92 GW/ARG

Argillite b ands/swirls, pyrite fines, vertical fractures, white

veins 90 10 151 0 3 4 4 6 17 15 8.7 18.3 7.0 17.0 15 66

59.9 2597.6 18.26 791.7 64.9 19.79 1.52 1.52 100 1.46 96 GW/ARG

2 inch argillite band at top of run, 1-2mm calcite veins, pyrite fines,

quality improving 140 3 507 0 5 1 5 6 17 15 11.7 19.2 10.8 17.0 15 74

64.9 2592.6 19.79 790.2 69.9 21.31 1.52 1.54 100 1.49 98 GW/ARG

Good quality greywacke, calcite veins, 1-2mm argillite bands

140 2 770 0 5 1 5 6 17 15 11.7 19.7 13.0 17.0 15 76

69.9 2587.6 21.31 788.7 74.9 22.84 1.52 1.49 98 1.39 91 GW/ARG

Calcite veins, bands, argillite bands and swirls, vertical

fractures 140 4 373 0 5 2 5 6 18 15 11.7 18.2 9.5 18.0 15 72

1-3mm calcite veins, argillite

74.9 2582.6 22.84 787.2 79.9 24.36 1.52 1.53 100 1.14 75 GW/ARG

gbands, steep fractures at bottom

of run 140 8 191 0 5 2 5 6 18 15 11.7 14.7 7.5 18.0 15 67

79.9 2577.6 24.36 785.6 84.9 25.88 1.52 1.51 99 1.10 72 GW/ARG

Greywacke steep fractures, calcite veins, pyrite fines 140 6 252 0 5 2 5 6 18 15 11.7 14.1 8.2 18.0 15 67

84.9 2572.6 25.88 784.1 89.9 27.41 1.52 1.52 100 1.37 90 GW/ARG

Arg bands/swirls, calcite veins, good quality pyrite fines 140 7 217 0 5 2 5 6 18 15 11.7 17.9 7.8 18.0 15 70

89.9 2567.6 27.41 782.6 94.9 28.93 1.52 1.44 94 1.36 89 GW/ARG

Approx 1ft of quartz band at 93ft, pyrite fines 140 6 240 0 5 2 5 6 18 15 11.7 17.7 8.1 18.0 15 71

94.9 2562.6 28.93 781.1 99.9 30.46 1.52 1.53 100 1.19 78 GW/ARG

Calcite veins, steep fractures, pyrite fines 140 10 153 0 5 2 5 6 18 15 11.7 15.3 7.0 18.0 15 67

99.9 2557.6 30.46 779.5 104.9 31.98 1.52 1.53 100 0.96 63 RG/GW, quar

shallow dipping fractures (some steep) with marcosite and calcite,

several quartz veins (one over 20cm wide) 140 6 255 0 4 1 4 6 15 15 11.7 12.3 8.2 15.0 15 62

104.9 2552.6 31.98 778.0 109.9 33.51 1.52 1.54 100 0.78 51 , Quartz, AR

2.5ft of white rock (calcite and quartz), moderately steep and steep joints in ARG then GW

below that, calcite and marcosite on the joint surface 100 10 154 0 4 1 4 6 15 15 9.4 10.2 7.0 15.0 15 57

109.9 2547.6 33.51 776.5 114.9 35.03 1.52 1.52 100 0.93 61 GW/ARG

ARG at bottom of run, steep joints with pyrite, calcite, and

some clay on the joints 120 6 253 0 4 1 2 6 13 15 10.6 12.0 8.2 13.0 15 59


A2-36 of 62







Rock Type,

K10-17GT

114.9 2542.6 35.03 775.0 119.9 36.55 1.52 1.55 100 1.44 94 ARG/GW

primarily ARG with shallow dipping fractures, some thin

bands of GW, calcite on joints, felsic band with mica at 115.5ft

(1cm wide) 120 4 388 0 4 1 4 6 15 15 10.6 18.9 9.7 15.0 15 69

119.9 2537.6 36.55 773.4 124.9 38.08 1.52 1.50 98 1.50 98 ARG/GW

interbedded ARG and GW, calcite on shallow dipping joints, mechanical break at end of run

140 3 500 0 5 1 4 6 16 15 11.7 19.8 10.8 16.0 15 73

124.9 2532.6 38.08 771.9 129.9 39.60 1.52 1.53 100 1.20 79 ARG/GW

swirling bedding of GW and ARG, thick calcite infill on joint at

end of run 120 5 306 0 1 3 3 6 13 15 10.6 15.5 8.8 13.0 15 63

129.9 2527.6 39.60 770.4 134.9 41.13 1.52 1.52 100 0.78 51 ARG

Thin beds of GW between ARG, highly fractured near end of run (mechanical?), pyrite and calcite

in joints 120 14 109 0 4 3 4 6 17 15 10.6 10.2 6.5 17.0 15 59

134.9 2522.6 41.13 768.9 139.9 42.65 1.52 1.52 100 0.89 58 ARG

thin bands of GW in ARG, calcite and pyrite in steep joints

140 9 169 0 4 1 4 6 15 15 11.7 11.5 7.2 15.0 15 60

139.9 2517.6 42.65 767.3 144.9 44.18 1.52 1.52 100 0.53 35 GW/ARG

steep fractures with calcite, pyrite and some clay on the surface,

broken up near end of run120 13 117 0 4 1 2 6 13 15 10.6 7.5 6.6 13.0 15 53

144.9 2512.6 44.18 765.8 149.9 45.70 1.52 1.49 98 0.76 50 GW/ARG

rippled bedding, smooth shallow to steeply dipping joints with

calcite and pyrite 120 8 186 0 5 1 4 6 16 15 10.6 10.0 7.4 16.0 15 59

149.9 2507.6 45.70 764.3 154.9 47.23 1.52 1.50 98 0.92 60 GW/ARG

Very thick broken rock/clay in filled joint (20cm) at 153ft, rippled

bedding of ARG and GW throughout run, broken up at end

of run (likely mechanical)120 8 188 0 0 1 0 6 7 15 10.6 11.9 7.4 7.0 15 52

154.9 2502.6 47.23 762.8 159.9 48.75 1.52 1.50 98 1.24 81 GW/ARG

Moderately steep fractures with calcite infill, more ARG at bottom

of run 140 6 250 0 4 1 4 6 15 15 11.7 16.0 8.2 15.0 15 66

159.9 2497.6 48.75 761.3 164.9 50.27 1.52 1.52 100 1.06 70 ARG/GW

thin interbedding of GW and ARG, steep fractures reduced

RQD, no infill 140 5 304 0 5 3 6 6 20 15 11.7 13.6 8.8 20.0 15 69

164.9 2492.6 50.27 759.7 169.9 51.80 1.52 1.55 100 1.10 72 ARG/GW

interbedded ARG and GW, smooth steep joints, some with calcite infill, broken up at end of

run (mechanical breaks)140 6 258 0 4 1 4 6 15 15 11.7 14.1 8.3 15.0 15 64

169.9 2487.6 51.80 758.2 174.9 53.32 1.52 1.50 98 1.50 98 GW

run all in one piece, had to break to put in box (mechanical breaks at end), coarser grained GW with

some green minerals in it140 0 1524 6 6 6 6 6 30 15 11.7 19.8 17.6 30.0 15 94


A2-37 of 62







Rock Type,

K10-17GT

174.9 2482.6 53.32 756.7 179.9 54.85 1.52 1.54 100 1.54 100 GW

coarse grained GW on top with calcite infill to shallow dipping joints, finer grained ARG/GW

below 140 4 385 0 4 3 4 6 17 15 11.7 20.2 9.6 17.0 15 74

179.9 2477.6 54.85 755.2 184.9 56.37 1.52 1.54 100 1.54 100 GW

coarse grained GW on top with calcite infill to shallow dipping joints, finer grained ARG/GW

below 140 4 385 0 4 3 4 6 17 15 11.7 20.2 9.6 17.0 15 74

184.9 2472.6 56.37 753.6 189.9 57.90 1.52 1.44 94 0.63 41 GW/ARG

Greywacke, Argillite bands, 2" quartz band at 188ft, steep

fractures 110 15 96 0 4 2 5 6 17 15 10.0 8.6 6.3 17.0 15 57

189.9 2467.6 57.90 752.1 194.9 59.42 1.52 1.54 101 0.47 31 GW/ARG

Blocked run, possible shear zone, soft infilling 192-193ft,

quartz band (1-2mm), white veins90 18 86 0 3 2 2 6 13 15 8.7 6.9 6.2 13.0 15 50

194.9 2462.6 59.42 750.6 199.9 60.95 1.52 1.54 101 0.85 56 GW/ARG

Blocked run, improving quality, steep fractures, quartz band,

white veins, pyrite fines 90 15 103 0 4 2 4 6 16 15 8.7 11.0 6.4 16.0 15 57

E.O.H.


A2-38 of 62


Client: Surface Elevation: m Drill Type:Drilling Company: ft Core Diameter: From 0 to 57.6 m HQ3 mm

Location: Total Depth: m

Coordinates : ft



Date Completed:






0.0 2585.0 0.00 788.0 8.9 2.71 2.71 0.32 12 0.00 0 peat

saturated root filled peat with some green plant material at top

0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

8.9 2578.7 2.71 786.1 13.9 4.24 1.52 0.19 12 0.00 0 peat

some thicker roots binding peat together 0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

E t l f t d illi (5ft

0

476,145 E 6,143,713 N (UTM NAD83 Z9)

45

K10-18GT

BH/GW

189

BB

Heli rig


Rock Type,


K10-18GT

4-Aug-103-Aug-10

KITSAULT PROJECT



788.0

2,585

57.6Northeast TMF Embankment

13.9 2575.2 4.24 785.0 18.9 5.76 1.52 0.00 0 0.00 0 AND, GW

Extremely fast drilling (5ft run took less than a minute) 0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

18.9 2571.6 5.76 783.9 23.9 7.29 1.52 0.00 0 0.00 0 AND, GW

Extremely fast drilling (5ft run took less than a minute) 0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

23.9 2568.1 7.29 782.8 28.9 8.81 1.52 0.00 0 0.00 0 AND, GW

Extremely fast drilling (5ft run took less than a minute), some

side slough recovered when rods were reinstalled (consisted of Bowser Lake rock fragments)

0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

28.9 2564.6 8.81 781.8 33.9 10.34 1.52 0.00 0 0.00 0 AND, GW

Clay seen at end of tube but no recovery, drilling was not quite as

fast during last bit of run0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

33.9 2561.0 10.34 780.7 39.9 12.16 1.83 0.17 9 0.00 0 AND, GW

re-core blocked run, into Bowser Lake group now, andesitic stone in run on top. 6ft run because we were going to do a 10ft run but

got blocked100 30 0 0 0 0 0 0 0 15 9.4 3.0 5.0 0.0 15 32

39.9 2556.8 12.16 779.4 43.9 13.38 1.22 0.32 26 0.00 0 AND, GW

all slough from the hole, pebbles and rock fragments from the lava flow and the Bowser Lake Group

0 30 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24


A2-39 of 62






K10-18GT


Rock Type,

43.9 2554.0 13.38 778.5 48.9 14.91 1.52 1.50 98 0.83 54 GW

1-2mm white veins (calcite), top 4" of run rubble, quality improves

with depth, bottom 3" has 1-4mm white bands 90 15 100 0 4 2 4 5 15 15 8.7 10.8 6.3 15.0 15 56

48.9 2550.4 14.91 777.5 53.9 16.43 1.52 1.54 100 1.41 92 GW/ARG

Steep fractures, calcite veins, blocked run, rubble 90 40 39 0 4 2 4 5 15 15 8.7 18.5 5.5 15.0 15 63

53.9 2546.9 16.43 776.4 58.9 17.96 1.52 1.54 100 1.01 66 GW/ARG

Greywacke, argillite, swirls, pyrite fines, steep fractures, 1-2mm

white veins 90 14 110 0 4 2 4 5 15 15 8.7 13.0 6.5 15.0 15 58

58.9 2543.4 17.96 775.3 63.9 19.48 1.52 1.55 100 0.45 30 ARG/GW

steep fractures, wavy bedding, calcite on joints but no oxidation, thick (5cm) crushed rock infill on

joint at 62.5ft 100 12 129 0 0 1 0 6 7 15 9.4 6.7 6.7 7.0 15 45

63.9 2539.8 19.48 774.2 68.9 21.01 1.52 1.52 100 0 ARG/GW

closely spaced breaks in upper portion of run (likely mechanical),

multiple calcite veins, shallow and steep joints with calcite

along them 100 11 138 0 4 3 4 6 17 15 9.4 3.0 6.8 17.0 15 51

68.9 2536.3 21.01 773.1 73.9 22.53 1.52 1.54 100 0.42 28 GW/ARG

Blocked run, Argillite bands, 1-2mm white veins, steep

fractures, holed deviated between runs/reaming 90 20 77 0 4 4 4 6 18 15 8.7 6.5 6.0 18.0 15 54

Blocked run, white veins, voids at

73.9 2532.7 22.53 772.1 78.9 24.05 1.52 1.54 100 0.18 12 GW/ARG

bottom of run, fractured in middle (rubble) 90 25 62 0 3 3 4 6 16 15 8.7 4.4 5.8 16.0 15 50

78.9 2529.2 24.05 771.0 83.9 25.58 1.52 1.53 100 0.85 56 GW/ARG

1" quartz band at top of run, 1-2mm white veins, vertical

fractures 90 12 128 0 3 3 4 6 16 15 8.7 11.0 6.7 16.0 15 57

83.9 2525.7 25.58 769.9 88.9 27.10 1.52 1.51 99 0.61 40 GW/ARG

Quartz band (1") and veins, pyrite fines, heavily fractured at

bottom of run 90 15 101 0 4 3 5 6 18 15 8.7 8.3 6.4 18.0 15 56

88.9 2522.1 27.10 768.8 93.9 28.63 1.52 1.54 100 0.38 25 GW/ARG

Quartz bands 1-2mm, pyrite fines, steep fractures 90 22 70 0 4 2 5 6 17 15 8.7 6.1 6.0 17.0 15 53

93.9 2518.6 28.63 767.8 98.9 30.15 1.52 1.45 95 0.34 22 ARG/GW

ARG at top, GW at bottom, steep to shallow dipping joints, smooth joints with calcite and some clay in ARG, rougher joints in the GW

100 11 132 0 4 1 2 6 13 15 9.4 5.7 6.7 13.0 15 50

98.9 2515.1 30.15 766.7 103.9 31.68 1.52 1.53 100 0.18 12 GW

closely spaced breaks, calcite bands and thick calcite in some joints, green mineral visible (can calcite weather green?), some

pyrite visible 120 14 109 0 1 3 3 6 13 15 10.6 4.4 6.5 13.0 15 49

103.9 2511.5 31.68 765.6 108.9 33.20 1.52 1.52 100 0.57 37 GW/ARG

tan clay infill on one joint, thick beds of GW and ARG

interbedded, calcite bands in middle of run, ARG joints are

smooth 110 8 190 0 1 1 2 6 10 15 10.0 7.9 7.5 10.0 15 50


A2-40 of 62






K10-18GT


Rock Type,

108.9 2508.0 33.20 764.5 113.9 34.73 1.52 1.54 100 0.66 43 ARG

highly broken up in center of run, calcite on moderately dipping

joints, same green mineral as last run 120 13 118 0 4 1 4 6 15 15 10.6 8.9 6.6 15.0 15 56

113.9 2504.5 34.73 763.4 118.9 36.25 1.52 1.50 98 1.10 72 metamorphic?

sharp ARG contact with new rock 5cm down, new rock has some

red (garnet?) and green minerals in it as well as biotite (non-

magnetic), limited to no infill on joints 140 9 167 0 5 3 6 6 20 15 11.7 14.1 7.2 20.0 15 68

118.9 2500.9 36.25 762.4 123.9 37.77 1.52 1.52 100 0.80 52 tamorphic, A

switches back to ARG at 120.5ft along sharp contact, ARG has steep joints with thin clay infill,

wavy bedding. Broken up at top of run 120 10 152 0 4 1 4 6 15 15 10.6 10.4 7.0 15.0 15 58

123.9 2497.4 37.77 761.3 128.9 39.30 1.52 1.54 100 0.79 52 ARG

wavy bedding, joints at roughly 50deg angles, smooth joints with some calcite and pyrite on them

120 11 140 0 5 1 4 6 16 15 10.6 10.3 6.9 16.0 15 59

128.9 2493.9 39.30 760.2 133.9 40.82 1.52 1.53 100 1.18 77 ARG

wavy bedding with bands of calcite, shallow dipping joints with

smooth faces and pyrite on surface 120 7 219 0 5 1 4 6 16 15 10.6 15.2 7.8 16.0 15 65

rippled bedding, minimal infill on

133.9 2490.3 40.82 759.1 138.9 42.35 1.52 1.52 100 0.69 45 ARG

shallow dipping joints, thick joint with crushed rock in middle of

run, calcite veins 120 11 138 0 1 1 3 6 11 15 10.6 9.2 6.8 11.0 15 53

138.9 2486.8 42.35 758.1 143.9 43.87 1.52 1.27 83 0.36 24 ARG

wavy bedding, highly broken up with clay infill in last 2ft of run, steep joints with calcite and

pyrite on surface 120 10 127 0 1 1 2 6 10 15 10.6 5.9 6.7 10.0 15 48

143.9 2483.2 43.87 757.0 148.9 45.40 1.52 1.55 100 0.46 30 ARG

closely spaced fractures dipping at 20-45deg, joints are quite smooth with pyrite on them

120 18 86 0 4 1 4 6 15 15 10.6 6.8 6.2 15.0 15 54

148.9 2479.7 45.40 755.9 153.9 46.92 1.52 1.54 100 0.40 26 ARG

rippled bedding, closely spaced joints dipping at 30-60deg, calcite

on joint faces 120 11 140 0 4 1 4 6 15 15 10.6 6.3 6.9 15.0 15 54

153.9 2476.2 46.92 754.8 158.9 48.45 1.52 1.44 94 1.54 100 ARG

rippled bedding, highly fractured in middle of run, joints at 20-

40deg angles with calcite on face120 14 103 0 4 1 4 6 15 15 10.6 20.2 6.4 15.0 15 67

158.9 2472.6 48.45 753.7 163.9 49.97 1.52 1.54 101 0.59 39 ARG

zones of very close fractures, joints are shallow dipping with

limited infill 120 17 91 0 5 1 4 6 16 15 10.6 8.1 6.2 16.0 15 56

163.9 2469.1 49.97 752.7 168.9 51.49 1.52 1.53 100 0.63 41 ARG

joints at 30-45deg, minimal infill on smooth surface 120 16 96 0 5 1 5 6 17 15 10.6 8.6 6.3 17.0 15 57

168.9 2465.6 51.49 751.6 173.9 53.02 1.52 1.36 89 0.73 48 ARG

dark ARG, calcite on shallow dipping joints, steep joint at end

of run 120 9 151 0 4 1 4 6 15 15 10.6 9.6 7.0 15.0 15 57


A2-41 of 62






K10-18GT


Rock Type,

173.9 2462.0 53.02 750.5 178.9 54.54 1.52 1.51 99 0.79 52 GW

calcite bands (one 2cm thick one in middle of run), broken up ARG

for first 1ft, ARG joints are smooth with some clay infill, GW

joints are rough with no infill120 17 89 0 4 1 2 6 13 15 10.6 10.3 6.2 13.0 15 55

178.9 2458.5 54.54 749.4 183.9 56.07 1.52 1.36 89 0.66 43 ARG/GW

highly broken up at end of run (possible shear zone,

interbedded GW and ARG, shallow dipping joints with calcite

on face 120 11 124 0 0 1 0 6 7 15 10.6 8.9 6.6 7.0 15 48

183.9 2455.0 56.07 748.4 188.9 57.59 1.52 1.52 100 0.51 33 ARG/GW

highly broken up at top and bottom of run (top likely from

shear zone, bottom likely mechanical breaks), shallow and

steep joints with calcite infill120 19 80 0 1 1 3 6 11 15 10.6 7.3 6.1 11.0 15 50

E.O.H.


A2-42 of 62



Client: Surface Elevation: m m Drill Type:Drilling Company: ft ft Core Diameter: From 0 to 30.6 m mm




Date Completed:





0.0 2496.0 0.00 761.0 5.2 1.59 1.59 0.00 0 0.00 0 No Recovery Wash out 0 N/A 0 0 0 0 0 0 0 15 1.0 3.0 5.0 0.0 15 24

5.2 2490.8 1.59 759.4 10.2 3.11 1.52 0.30 20 0.00 0 OVB Overburden, tree roots, grass, 25 10 30 0 0 4 0 1 5 15 3.4 3.0 5.4 5.0 15 32

10.2 2485.8 3.11 757.9 15.2 4.63 1.52 0.03 2 0.00 0 OVB Wash out, 3cm rcovery 1524 0 15 1.0 3.0 17.6 0.0 15 37

15.2 2480.8 4.63 756.4 20.2 6.16 1.52 0.23 15 0.00 0 GWRubble, clay infill, wash out run 25 20 12 0 0 4 0 2 6 15 3.4 3.0 5.2 6.0 15 33

20.2 2475.8 6.16 754.8 25.2 7.68 1.52 1.54 101 0.94 62 GW

Greywacke, steep fractures, 1-2mm calcite vein, some soft

infilling, blocked run 140 15 103 0 4 3 4 5 16 15 11.7 12.1 6.4 16.0 15 61

25.2 2470.8 7.68 753.3 30.2 9.21 1.52 1.32 87 0.82 54 GW

as above, bottom 2 ft fellout of core barrel and had to go back

and get it 100 10 132 0 5 1 4 6 16 15 9.4 10.7 6.8 16.0 15 58

30.2 2465.8 9.21 751.8 35.2 10.73 1.52 1.38 91 0.71 47 GW/ARG

changes between Gw beds 40 - 60 cm thick to thinner 20 cm arg beds 60 angle to core. Artesian

gw conditions 120 9 153 0 5 1 4 6 16 15 10.6 9.4 7.0 16.0 15 58

35.2 2460.8 10.73 750.3 40.2 12.26 1.52 1.52 100 1.25 82 GW/ARG as above 120 6 253 0 5 3 4 6 18 15 10.6 16.2 8.2 18.0 15 68

40.2 2455.8 12.26 748.7 45.2 13.78 1.52 1.45 95 1.15 75 GW/ARG as above 120 6 242 0 5 3 4 6 18 15 10.6 14.8 8.1 18.0 15 67

45.2 2450.8 13.78 747.2 50.2 15.30 1.52 1.52 100 1.30 85 GW/ARG

argillite more borken up and fractured than gw, gw is doimiant

rock 120 11 138 0 5 1 4 6 16 15 10.6 16.9 6.8 16.0 15 65

50.2 2445.8 15.30 745.7 55.2 16.83 1.52 1.52 100 0.78 51 GW/ARG

as above, large amount of sand in this run I have no idea where it came from. Artesian conditions

have stopped 140 12 127 0 5 1 4 6 16 15 11.7 10.2 6.7 16.0 15 60

55.2 2440.8 16.83 744.2 60.2 18.35 1.52 1.51 99 0.61 40 GW compendent greywackie 140 11 137 0 5 1 4 6 16 15 11.7 8.3 6.8 16.0 15 58

60.2 2435.8 18.35 742.6 65.2 19.88 1.52 1.51 99 1.24 81 GWgreywackie has altered green

huge to it slightly brectiated and 110 0 1524 0 4 3 4 6 17 15 10.0 16.0 17.6 17.0 15 76

0476469E, 6143947 N (UTM NAD83 Z9)

90

K10-19GT

GW/JS/CG

100

BB

Heli rig


Rock Type,


K10-19GT

6-Aug-104-Aug-10



761.02,49630.6Downstream of Northeast Embankment

A2-43 of 62






K10-19GT


Rock Type,

65.2 2430.8 19.88 741.1 70.2 21.40 1.52 1.52 100 1.39 91 GW light grey grewackie compendent 140 8 190 0 4 3 4 6 17 15 11.7 18.2 7.5 17.0 15 69

70.2 2425.8 21.40 739.6 75.2 22.93 1.52 1.52 100 0.21 14 GW

looks like a small monzonite dyke 30 cm thick in run and altered gw

on either side 60 30 51 0 4 5 2 5 16 15 6.5 4.6 5.7 16.0 15 48

75.2 2420.8 22.93 738.1 80.2 24.45 1.52 0.74 49 0.00 0 ARG

very fractured and broken up argillite with chlorite coating joints 20 30 25 0 1 5 0 6 12 15 3.0 3.0 5.3 12.0 15 38

80.2 2415.8 24.45 736.5 85.2 25.98 1.52 0.93 61 0.00 0 GW

Very fractured and broken up. GW now? Some altered ore iron

stains on joint faces. 50 30 31 0 1 5 0 6 12 15 5.7 3.0 5.4 12.0 15 41

85.2 2410.8 25.98 735.0 90.2 27.50 1.52 1.12 73 0.00 0 GW

Grey, highly fractured, calcite veins, high angled joints, joints idi d d ilt i filli

50 30 37 0 1 1 2 5 9 15 5.7 3.0 5.5 9.0 15 38

90.2 2405.8 27.50 733.5 95.2 29.02 1.52 1.51 99 0.00 0 GW As above. 50 30 50 0 4 1 2 3 10 15 5.7 3.0 5.7 10.0 15 39

95.2 2400.8 29.02 732.0 100.2 30.55 1.52 1.25 82 0.19 12 GW As above. 50 30 42 0 4 1 2 5 12 15 5.7 4.4 5.6 12.0 15 43

E.O.H.

A2-44 of 62



Client: Surface Elevation: m Drill Type:Drilling Company: ft Core Diameter: From 0 to 9.3 m HW mm


Azimuth:Inclination: (down is positive)


Date Completed:


Depth Elev. Depth Elev. Depth Depth Run Recov. Recov. RQD RQD Rock UCS # Joint Condition Water RMR-89 RMR-89 RMR-89 RMR-89 RMR-89 RMR-89

From From From From To To Length Length Length Type (Est.) of Persis- Apert- Rough Infill Weath TOTAL Rating UCS RQD Joint Joint Water Total

(see Leg) Joints P A R I W Rating Rating Spac. Condition Rating (ft) (ft) (m) (m) (ft) (m) (m) (m) (%) (m) (%) (MPa) Rating Rating

0.0 2523.0 0.00 769.0 5.0 1.52 1.52 0.09 6 0 OBOrganics (moss, twigs). Fines

washed away. 0 15 1.0 3.0 5.0 0.0 15 24

5.0 2528.0 1.52 770.5 35.4 10.79 9.27 0 0 OB boulders 0 15 1.0 3.0 5.0 0.0 15 24

35.4 2558.4 10.79 779.8 40.4 12.32 1.52 1.52 100 0.71 47 ARG/GWlaminated argillite, moderately

fractured 120 14 0 4 3 4 6 17 15 10.6 9.4 5.0 17.0 15 57

40.4 2563.4 12.32 781.3 45.4 13.84 1.52 1.52 100 0.54 35 ARG/GWlaminated argillite moderately

fractured 100 15 0 4 3 4 6 17 15 9.4 7.6 5.0 17.0 15 54

45.4 2568.4 13.84 782.8 50.4 15.37 1.52 1.45 95 0.65 43 ARG as before 80 20 0 4 3 4 6 17 15 8.0 8.8 5.0 17.0 15 54

50.4 2573.4 15.37 784.4 55.4 16.89 1.52 1.30 85 0.34 22 ARG/DYKEvery fractured argillite, last 40 cm

in a dyke 150 30 0 1 5 4 6 16 15 12.2 5.7 5.0 16.0 15 54

55.4 2578.4 16.89 785.9 60.4 18.41 1.52 1.45 95 0.65 43 DYKE/ARGDyke continues for 120 cm then

contact back into argillite 120 15 0 1 5 4 6 16 15 10.6 8.8 5.0 16.0 15 55

60.4 2583.4 18.41 787.4 65.4 19.94 1.52 1.52 100 0.58 38 ARG

argillite competent moderately fractured with quartz, pyrite and calcite on joint faces and argillite

is laminated 120 17 0 4 1 2 6 13 15 10.6 8.0 5.0 13.0 15 52

65.4 2588.4 19.94 788.9 70.4 21.46 1.52 1.50 98 0.43 28 ARG

argillite laminated in places, 10 cm thick calcite vein argillite is

also veiny some pyrite120 30 0 4 3 2 6 15 15 10.6 6.6 5.0 15.0 15 52

70.4 2593.4 21.46 790.5 75.4 22.99 1.52 1.50 98 0.30 20 ARGvery fractured and crushed

argillite 100 30 0 4 3 2 6 15 15 9.4 5.4 5.0 15.0 15 50

75.4 2598.4 22.99 792.0 80.4 24.51 1.52 1.40 92 0.43 28 ARG/DYKE

argillite laminated very fractured and broken up some pyrite

vuggy, change to dyke at 23.69 m 90 20 0 4 1 2 6 13 15 8.7 6.6 5.0 13.0 15 48

80.4 2603.4 24.51 793.5 85.4 26.04 1.52 1.40 92 0.30 20 ARG/DYKE

Dyke to 25.25 change to argillite as before laminated very

fractured, 80 21 0 4 3 2 6 15 15 8.0 5.4 5.0 15.0 15 48

0476 954 m E, 6 143 466 m N

-90

K10-20GT

CG/JS

100

Heli rig


Rock Type,


K10-20GT

13-Aug-1012-Aug-10

KITSAULT PROJECT


Radius Drilling

BB

7692,52330.6Downstream of Northeast Embankment (site M)

A2-45 of 62






K10-20GT


Rock Type,

85.4 2608.4 26.04 795.0 90.4 27.56 1.52 1.42 93 0.53 35 ARG

very broken up, some pyrite and vuggy and laminated as before 80 30 0 4 1 2 6 13 15 8.0 7.5 5.0 13.0 15 49

90.4 2613.4 27.56 796.6 95.4 29.09 1.52 1.31 86 0.71 47 ARGOne large calcite vein. Broken

up, layered. 80 30 0 4 3 3 6 16 15 8.0 9.4 5.0 16.0 15 53

95.4 2618.4 29.09 798.1 100.4 30.61 1.52 1.51 99 0.54 35 ARG

Dark grey, many fractures along the same plane. Some

chalcopyrite infilling, calcite veins. 80 30 0 4 1 2 5 12 15 8.0 7.6 5.0 12.0 15 48

EOH

A2-46 of 62







Date Completed:





0.0 2634.5 0.00 803.0 25.4 7.74 7.74 0 0 OB 0 15 1.0 3.0 5.0 0.0 15 24

25.4 2609.1 7.74 795.3 30.4 9.27 1.52 1.10 72 0.58 38 ARG/GWGW with layers of argillite with a

lot of pyrite 120 5 0 4 3 3 6 16 15 10.6 8.0 5.0 16.0 15 55

30.4 2604.1 9.27 793.7 35.4 10.79 1.52 1.42 93 0.56 37 ARG/GW

laminated argillite, moderately fractured, vuggy with lots of pyrite

and quartz on joints 110 22 0 4 3 3 6 16 15 10.0 7.8 5.0 16.0 15 54

35.4 2599.1 10.79 792.2 40.4 12.32 1.52 1.52 100 0.86 56 ARG/GW as before with less fractures 120 14 0 4 1 3 6 14 15 10.6 11.1 5.0 14.0 15 56

40.4 2594.1 12.32 790.7 45.4 13.84 1.52 1.47 96 0.33 22 ARG

laminated argillite, moderately fractured, vuggy with lots of pyrite

and quartz on joints 120 30 0 4 1 3 6 14 15 10.6 5.6 5.0 14.0 15 50

45.4 2589.1 13.84 789.2 50.4 15.37 1.52 1.47 96 0.33 22 ARG as before, very broken up 80 30 0 1 3 3 6 13 15 8.0 5.6 5.0 13.0 15 47

50.4 2584.1 15.37 787.6 55.4 16.89 1.52 1.28 84 0.00 0 ARG

as before very broken up several runs as core barrel blocked 80 30 0 4 3 3 6 16 15 8.0 3.0 5.0 16.0 15 47

55.4 2579.1 16.89 786.1 60.4 18.41 1.52 1.36 89 0.44 29 ARG as before 80 30 0 4 1 3 6 14 15 8.0 6.7 5.0 14.0 15 49

60.4 2574.1 18.41 784.6 65.4 19.94 1.52 1.50 98 0.62 41 ARG

Laminated, lots of pyrite infilling, calcite veins, healed fractures. 100 15 0 4 3 4 5 16 15 9.4 8.5 5.0 16.0 15 54

65.4 2569.1 19.94 783.1 70.4 21.46 1.52 1.54 101 0.75 49 ARG

From ~66 to 67 ft is highly fractured, a lighter grey colour than rest of run. Remainder is dark grey, lots of pyrite infilling. 100 12 0 4 1 4 6 15 15 9.4 9.9 5.0 15.0 15 54

70.4 2564.1 21.46 781.5 75.4 22.99 1.52 1.22 80 1.11 73 ARG

Bit blocked twice (drilled 5ft in 3 runs). Pyrite infilling and veins, calcite veins, healed fractures. 100 5 0 4 1 4 6 15 15 9.4 14.3 5.0 15.0 15 59

0475 956 m E, 6 143 121 m N

90

K10-21GT

JS/CG

100

Heli rig


Rock Type,


K10-21GT

14-Aug-10

KITSAULT PROJECT


Geotech Drilling Ltd.

BB

803.02,63430.6Borrow Area (Site O)

A2-47 of 62






K10-21GT


Rock Type,

75.4 2559.1 22.99 780.0 80.4 24.51 1.52 1.72 113 1.22 80 ARG

Drilled in single run. Dark grey with some lighter grey ~2" thick

bands. Pyrite infilling. 150 13 0 4 1 4 6 15 15 12.2 15.7 5.0 15.0 15 63

80.4 2554.1 24.51 778.5 85.4 26.04 1.52 1.49 98 1.39 91 ARG Dark grey, pyrite infilling. 150 7 0 4 3 4 6 17 15 12.2 18.2 5.0 17.0 15 67

85.4 2549.1 26.04 777.0 90.4 27.56 1.52 1.56 102 1.25 82 ARG As above. 150 7 0 4 3 4 6 17 15 12.2 16.2 5.0 17.0 15 65

90.4 2544.1 27.56 775.4 95.4 29.09 1.52 1.52 100 1.26 83 ARG As above. 150 7 0 4 3 4 6 17 15 12.2 16.3 5.0 17.0 15 66

95.4 2539.1 29.09 773.9 100.4 30.61 1.52 1.49 98 0.71 47 ARG

dark grey, lots of pyrite veins and infilling, weaker and more

fractured than previous runs 60 30 0 4 1 4 3 12 15 6.5 9.4 5.0 12.0 15 48

E.O.H.

A2-48 of 62



Client: Surface Elevation: m Drill Type:Drilling Company: ft Core Diameter: From 0 to 5.5 m HW

Location: Total Depth: m From 5.5 to 100.3 m HQ3Coordinates : ft



Date Completed:





0.0 2732.2 0.00 833.0 4.0 1.22 1.22 0 0 OB See Overburden Log. 0 15 1.0 3.0 5.0 0.0 15 24

4.0 2728.2 1.22 831.8 9.0 2.74 1.52 1.49 98 0.29 19 GW

Dark grey, medium-grained Greywacke. Highly fractured,

little infilling, some joints oxidized, some red in joints (iron?).

Blocked twice. 80 30 50 0 4 3 4 5 16 15 8.0 5.3 5.7 16.0 15 50

9.0 2723.2 2.74 830.3 14.0 4.27 1.52 1.30 85 0.00 0 GW As previous, blocked twice. 80 30 43 0 4 3 4 5 16 15 8.0 3.0 5.6 16.0 15 48

14.0 2718.2 4.27 828.7 19.0 5.79 1.52 1.46 96 0.57 37 GW

Dark grey, medium grained, some sandy silt and calcite

infilling. Some joints oxidized, highly fractured. 80 30 49 0 4 3 2 5 14 15 8.0 7.9 5.7 14.0 15 51

19.0 2713.2 5.79 827.2 24.0 7.32 1.52 1.64 108 0.59 39 GW

Dark grey, highly fractured, vertical fractures, calcite infilling, some black patchy infilling, same red infilling as previous run, joints

oxidized. 80 30 55 0 4 3 2 5 14 15 8.0 8.1 5.7 14.0 15 51

24.0 2708.2 7.32 825.7 29.0 8.84 1.52 1.46 96 0.51 33 GW

moderately fractured with low rqd bc of oblique angle, some iron

staining on joint faces 100 7 209 0 4 3 2 6 15 15 9.4 7.3 7.7 15.0 15 54

29.0 2703.2 8.84 824.2 34.0 10.37 1.52 1.07 70 0.56 37 GW as before 120 12 89 0 4 3 2 6 15 15 10.6 7.8 6.2 15.0 15 55

34.0 2698.2 10.37 822.6 39.0 11.89 1.52 1.54 101 1.52 100 GW

diomein dyke ? Then back to greywacke, very competent no

joints in run 160 0 15400 0 6 6 6 6 24 15 12.7 20.1 20.0 24.0 15 92

39.0 2693.2 11.89 821.1 44.0 13.41 1.52 1.52 100 1.52 100 GW as before 160 0 15200 0 6 6 6 6 24 15 12.7 20.1 20.0 24.0 15 92

44.0 2688.2 13.41 819.6 49.0 14.94 1.52 1.49 98 1.49 98 GW as before 160 3 497 0 5 1 4 6 16 15 12.7 19.7 10.7 16.0 15 74

49.0 2683.2 14.94 818.1 54.0 16.46 1.52 1.52 100 1.52 100 GW as before 160 1 1520 0 5 1 4 6 16 15 12.7 20.1 17.5 16.0 15 81

54.0 2678.2 16.46 816.5 59.0 17.99 1.52 1.56 102 0.55 36 GWmore fractured and softer easier

drilling 120 18 87 0 4 3 4 6 17 15 10.6 7.7 6.2 17.0 15 57

0474 555 E, 6 142 222 N

90

K10-22GT

CG/JS

329

Heli rig


Rock Type,


K10-22GT

18-Aug-1015-Aug-10

KITSAULT PROJECT


Radius Drilling Ltd.

BB

833.02,732100.3South Embankment (site D)

A2-49 of 62






K10-22GT


Rock Type,

59.0 2673.2 17.99 64.0 64.0 19.51 1.52 1.45 95 1.14 75 GWsome large quartz veins otherwise v competent 160 7 207 0 4 3 3 6 16 15 12.7 14.7 7.7 16.0 15 66

64.0 2668.2 19.51 813.5 69.0 21.04 1.52 1.37 90 0.57 37 GW

very competent GW light grey medium grained moderately

fractured 160 9 152 0 4 3 3 6 16 15 12.7 7.9 7.0 16.0 15 59

69.0 2663.2 21.04 812.0 74.0 22.56 1.52 1.52 100 0.58 38 GWvery competent with clasts of

gravel sized argillite 160 10 152 0 4 3 4 6 17 15 12.7 8.0 7.0 17.0 15 60

74.0 2658.2 22.56 810.4 79.0 24.09 1.52 1.50 98 0.54 35 GW

light grey medium grained GW with argillite clasts gravel sized

and some quartz veins, some bits were re-drilled 160 5 300 0 4 4 3 6 17 15 12.7 7.6 8.7 17.0 15 61

79.0 2653.2 24.09 808.9 84.0 25.61 1.52 1.52 100 0.79 52 GW as before 160 7 217 0 4 4 3 6 17 15 12.7 10.3 7.8 17.0 15 63

84.0 2648.2 25.61 807.4 89.0 27.13 1.52 1.52 100 1.52 100 GW as before, 1 joint 160 1 1520 0 5 3 6 6 20 15 12.7 20.1 17.5 20.0 15 85

89.0 2643.2 27.13 805.9 94.0 28.66 1.52 1.52 100 1.52 100 GW

as before no joints but we had to smash the core to get it out of the

tube 160 0 15200 0 6 6 6 6 24 15 12.7 20.1 20.0 24.0 15 92

94.0 2638.2 28.66 804.3 99.0 30.18 1.52 1.57 103 1.57 100 GW

Grey, medium grained, very hard rock. Some bits re-drilled. 160 3 523 0 4 3 6 6 19 15 12.7 20.2 11.0 19.0 15 78

99.0 2633.2 30.18 802.8 104.0 31.71 1.52 1.45 95 1.45 95 GWGrey, medium grained GW with

calcite veins. 160 2 725 0 4 3 6 6 19 15 12.7 19.1 12.7 19.0 15 78

104.0 2628.2 31.71 801.3 109.0 33.23 1.52 1.52 100 1.52 100 GW

Grey, medium grained Greywacke. Very hard, only one

joint. 160 1 1520 0 4 3 6 6 19 15 12.7 20.1 17.5 19.0 15 84

109.0 2623.2 33.23 799.8 114.0 34.76 1.52 1.42 93 1.23 81 GW

Grey, medium grained Greywacke. Pyrite and calcite

infilling. 160 9 158 0 4 3 4 5 16 15 12.7 15.9 7.1 16.0 15 67

114.0 2618.2 34.76 798.2 119.0 36.28 1.52 1.60 105 0.96 63 GW

Grey, medium grained Greywacke. Pyrite infilling, more calcite infilling than previous run. ~1cm thick quartz vein at top of

run. 160 20 80 0 4 3 2 5 14 15 12.7 12.3 6.1 14.0 15 60

119.0 2613.2 36.28 796.7 124.0 37.80 1.52 1.47 96 1.19 78 GW

Grey, medium grained GW, some pyrite infilling and calcite veins.

One section (~1ft) highly fractured, remainder very

competent. 160 15 98 0 4 1 2 5 12 15 12.7 15.3 6.3 12.0 15 61

124.0 2608.2 37.80 795.2 129.0 39.33 1.52 1.41 92 0.85 56 GW

Grey, medium grained GW, very hard to break with drill, pyrite and

calcite infilling and veins. 160 8 176 0 4 3 2 5 14 15 12.7 11.0 7.3 14.0 15 60

129.0 2603.2 39.33 793.7 134.0 40.85 1.52 1.65 108 1.15 75 GW

As previous run, but with a small (3cm thick) dyke at 132 ft - black with white coarse angular sand

sized clasts. 160 12 138 0 4 1 2 5 12 15 12.7 14.8 6.8 12.0 15 61

134.0 2598.2 40.85 792.1 139.0 42.38 1.52 1.48 97 1.37 90 GWDark grey, medium grained GW,

calcite veins, very strong. 160 3 493 0 4 1 2 6 13 15 12.7 17.9 10.7 13.0 15 69

139.0 2593.2 42.38 790.6 144.0 43.90 1.52 1.55 102 0.97 64 GWAs above, with pyrite infilling as

well. 160 15 103 0 4 1 2 6 13 15 12.7 12.5 6.4 13.0 15 60

A2-50 of 62






K10-22GT


Rock Type,

144.0 2588.2 43.90 789.1 149.0 45.43 1.52 1.55 102 0.54 35 GW

Grey, medium grained GW, calcite veins, pyrite infilling,

vertical fractures. 160 14 111 0 4 1 2 6 13 15 12.7 7.6 6.5 13.0 15 55

149.0 2583.2 45.43 787.6 154.0 46.95 1.52 1.51 99 1.39 91 GW As previous run. 160 3 503 0 4 1 2 6 13 15 12.7 18.2 10.8 13.0 15 70

154.0 2578.2 46.95 786.0 159.0 48.48 1.52 1.44 94 1.44 94 GW

Grey, medium grained GW. Calcite veins, two bottom pieces

re-drilled. 160 3 480 0 4 3 2 6 15 15 12.7 18.9 10.6 15.0 15 72

159.0 2573.2 48.48 784.5 164.0 50.00 1.52 1.49 98 1.21 79 GWGW with calcite veins and

infilling, some pyrite infilling. 160 5 298 0 4 3 2 6 15 15 12.7 15.6 8.7 15.0 15 67

164.0 2568.2 50.00 783.0 169.0 51.52 1.52 1.39 91 0.64 42 GWAs above, with vertical fractures. 160 25 56 0 4 1 2 5 12 15 12.7 8.7 5.8 12.0 15 54

169.0 2563.2 51.52 781.5 174.0 53.05 1.52 1.52 100 0.90 59 GW as above 160 7 217 0 4 3 2 6 15 15 12.7 11.6 7.8 15.0 15 62

174.0 2558.2 53.05 780.0 179.0 54.57 1.52 1.52 100 1.12 73 GW

as above, one oblique angled joint cuts core in half, some

argillite at base 160 5 304 0 4 3 6 6 19 15 12.7 14.4 8.8 19.0 15 70

179.0 2553.2 54.57 778.4 184.0 56.10 1.52 1.52 100 1.52 100 GW

argillite bed then back into greywacke with fine laminated

layers 160 1 1520 0 4 3 6 6 19 15 12.7 20.1 17.5 19.0 15 84

184.0 2548.2 56.10 776.9 189.0 57.62 1.52 1.39 91 0.94 62 GW as above 160 6 232 0 4 3 4 6 17 15 12.7 12.1 8.0 17.0 15 65

189.0 2543.2 57.62 775.4 194.0 59.15 1.52 1.02 67 0.44 29 GW very broken up 160 15 68 0 4 3 4 6 17 15 12.7 6.7 5.9 17.0 15 57

194.0 2538.2 59.15 773.9 199.0 60.67 1.52 1.43 94 0.00 0 GW

layers of argillite very broken up some crushed zones with

graphite and lots of quartz veins 160 15 95 0 4 3 0 6 13 15 12.7 3.0 6.3 13.0 15 50

199.0 2533.2 60.67 772.3 204.0 62.20 1.52 1.48 97 0.36 24 GWvery component moderately

fractured 160 15 99 0 5 1 3 6 15 15 12.7 5.9 6.3 15.0 15 55

204.0 2528.2 62.20 770.8 209.0 63.72 1.52 1.52 100 0.52 34 GW as above 160 6 253 0 4 1 3 6 14 15 12.7 7.4 8.2 14.0 15 57

209.0 2523.2 63.72 769.3 214.0 65.24 1.52 1.40 92 1.40 92 GW very competent and hard 160 2 700 0 4 3 4 6 17 15 12.7 18.3 12.5 17.0 15 75

214.0 2518.2 65.24 767.8 219.0 66.77 1.52 1.52 100 0.00 0 GW

very competent as before but oblique angle cuts core in half so

zero RQD 160 8 190 0 4 3 4 6 17 15 12.7 3.0 7.5 17.0 15 55

219.0 2513.2 66.77 766.2 224.0 68.29 1.52 1.47 96 0.58 38 GW as before 160 9 163 0 4 1 4 6 15 15 12.7 8.0 7.1 15.0 15 58

224.0 2508.2 68.29 764.7 229.0 69.82 1.52 1.52 100 0.79 52 GW

medium grained, grey sandstone with quartz and calcite on joints 160 9 169 0 4 3 3 6 16 15 12.7 10.3 7.2 16.0 15 61

229.0 2503.2 69.82 763.2 234.0 71.34 1.52 1.00 66 0.58 38 GWas above, with graphite and

chlorite on joints 160 10 100 0 4 0 0 6 10 15 12.7 8.0 6.3 10.0 15 52

234.0 2498.2 71.34 761.7 239.0 72.87 1.52 1.45 95 0.61 40 ARG

Dark grey Argillite, more fractured. Finely bedded with

greywacke. 120 14 104 0 1 3 3 6 13 15 10.6 8.3 6.4 13.0 15 53

239.0 2493.2 72.87 760.1 244.0 74.39 1.52 1.50 98 0.63 41 GW

Back to medium grained grey GW. Massive, moderately

fractured, some slicks. 160 8 188 0 4 0 0 6 10 15 12.7 8.6 7.4 10.0 15 54

A2-51 of 62






K10-22GT


Rock Type,

244.0 2488.2 74.39 758.6 249.0 75.91 1.52 1.47 96 0.98 64 GW

Grey, medium grained GW. Calcite veins and infilling, some

sandy silt infilling. 160 12 123 0 4 1 2 6 13 15 12.7 12.6 6.6 13.0 15 60

249.0 2483.2 75.91 757.1 254.0 77.44 1.52 1.50 98 1.32 87 GW

Grey, medium grained GW, calcite veins, one section highly fractured with thick clay infilling.

Some slicks. 120 14 107 0 4 0 0 5 9 15 10.6 17.2 6.4 9.0 15 58

254.0 2478.2 77.44 755.6 259.0 78.96 1.52 1.62 106 0.76 50 GW

Grey medium grained GW with thick calcite veins. One fault zone at ~237 ft (0.5 ft thick). 120 12 135 0 4 1 0 3 8 15 10.6 10.0 6.8 8.0 15 50

259.0 2473.2 78.96 754.0 264.0 80.49 1.52 1.48 97 1.17 77 GWGrey, medium grained GW,

calcite veins. 160 8 185 0 4 1 2 5 12 15 12.7 15.1 7.4 12.0 15 62

264.0 2468.2 80.49 752.5 269.0 82.01 1.52 1.54 101 1.32 87 GW As before. 160 6 257 0 4 1 2 6 13 15 12.7 17.2 8.2 13.0 15 66

269.0 2463.2 82.01 751.0 274.0 83.54 1.52 1.43 94 1.24 81 GW/ARG

Transition from GW to Argillite at 270 ft. Argillite is dark grey, fine

grained, with rounded cobble sized clasts near the GW/ARG

contact. Laminated beyond that, slicks, dyke at 273 ft with quartz.

Calcite and pyrite infilling.100 7 204 0 4 0 2 6 12 15 9.4 16.0 7.6 12.0 15 60

274.0 2458.2 83.54 749.5 279.0 85.06 1.52 1.47 96 1.12 73 ARG/GW

Continuation to 274.5 ft of dyke with quartz and pyrite. Transition

back to GW, but weaker than before. 100 5 294 0 4 1 2 5 12 15 9.4 14.4 8.7 12.0 15 59

279.0 2453.2 85.06 747.9 284.0 86.59 1.52 1.55 102 1.43 94 GWGrey, medium grained GW, some

calcite infilling. 100 6 258 0 4 1 2 6 13 15 9.4 18.8 8.3 13.0 15 64

284.0 2448.2 86.59 746.4 289.0 88.11 1.52 1.52 100 0.63 41 GW/ARG

starts with GW with steep fractures and calcite veins, turns

to lighter grey section with sand/gravel clasts then to

GW/ARG layering 100 8 190 0 4 1 2 6 13 15 9.4 8.6 7.5 13.0 15 53

289.0 2443.2 88.11 744.9 294.0 89.63 1.52 1.52 100 0.79 52 GW/ARGinterbedded GW and ARG, some

calcite infill 100 12 127 0 4 1 2 6 13 15 9.4 10.3 6.7 13.0 15 54

294.0 2438.2 89.63 743.4 299.0 91.16 1.52 1.50 98 0.96 63 GWgrey medium grained GW, some

calcite veins 100 15 100 0 4 1 2 5 12 15 9.4 12.3 6.3 12.0 15 55

299.0 2433.2 91.16 741.8 304.0 92.68 1.52 1.52 100 0.70 46 ARG/GW

interbedded ARG and GW, highly fractured, calcite and pyrite infill,

some slicks 120 30 51 0 4 0 2 5 11 15 10.6 9.3 5.7 11.0 15 52

304.0 2428.2 92.68 740.3 309.0 94.21 1.52 1.48 97 0.77 51 ARG/GW

interbedded GW and ARG for top half, 10cm thick quartz vein/dyke,

GW below 120 13 114 0 4 1 2 5 12 15 10.6 10.1 6.5 12.0 15 54

309.0 2423.2 94.21 738.8 314.0 95.73 1.52 1.52 100 0.36 24 GW

lots of rough fractures in middle of run, some clay and calcite 100 17 89 0 4 1 2 6 13 15 9.4 5.9 6.2 13.0 15 50

314.0 2418.2 95.73 737.3 319.0 97.26 1.52 1.52 100 0.00 0 GW

blocked run at 95cm, steep joints lowered RQD, highly fractured in middle of run at block, calcite and

some clay in joints100 27 56 0 4 1 2 6 13 15 9.4 3.0 5.8 13.0 15 46

A2-52 of 62






K10-22GT


Rock Type,

319.0 2413.2 97.26 735.7 324.0 98.78 1.52 1.50 98 1.06 70 GW/ARG

GW for top half, interbedded GW and ARG on bottom half, steep

joints with some calcite and slicks 120 5 300 0 5 0 2 6 13 15 10.6 13.6 8.7 13.0 15 61

324.0 2408.2 98.78 734.2 329.0 100.30 1.52 1.52 100 1.40 92 ARG/GW

ARG for top half and GW for bottom half, very competent rock

with few joints, joints are tight, shallow dipping and have clay

infill 140 3 507 0 5 0 2 6 13 15 11.7 18.3 10.8 13.0 15 69

E.O.H.

A2-53 of 62







Date Completed:





0.0 2587.9 0.00 789.0 14.8 4.51 4.51 0 0 N/A Wash out, no recovery 0 15 1.0 3.0 5.0 0.0 15 24

14.8 2573.1 4.51 784.5 19.8 6.04 1.52 1.54 101 0.14 9 GW

Greywacke, vertical fractures, 1-3mm calcite veins/bands, heavily

fractured 125 35 44 0 3 4 4 5 16 15 10.9 4.0 5.6 16.0 15 52

19.8 2568.1 6.04 783.0 24.8 7.56 1.52 0.81 53 0.00 0 GW

run blocked in middle and 6" stick up left at end to be drilled off,

very broken up medium grained GW with some calcite veins

80 22 37 0 1 1 3 5 10 15 8.0 3.0 5.5 10.0 15 42

24.8 2563.1 7.56 781.4 29.8 9.09 1.52 1.46 96 0.21 14 GW (CON?)

highly fractured at top. Coarse grained GW with bigger clasts.

Strain visible in vertical direction, calcite and clay in joints

80 27 54 0 1 1 0 5 7 15 8.0 4.6 5.7 7.0 15 40

29.8 2558.1 9.09 779.9 34.8 10.61 1.52 1.40 92 0.24 16 GW/CON

vertical fractures lower RQD, run blocked at top (highly fractured, clay in some joints, strain visible

as above 80 15 93 0 1 3 2 5 11 15 8.0 4.9 6.3 11.0 15 45

34.8 2553.1 10.61 778.4 39.8 12.13 1.52 1.52 100 1.07 70 CON

even bigger clasts than previous run, horizontal fractures with

calcite, some clay and broke rock in joints 100 10 152 0 1 3 0 6 10 15 9.4 13.7 7.0 10.0 15 55

39.8 2548.1 12.13 776.9 44.8 13.66 1.52 1.29 85 0.00 0 GW

Very broken up at top (mechanical?), likely a shear

zone from 43ft down, some CON at top of run 20 50 26 0 0 1 0 6 7 15 3.0 3.0 5.4 7.0 15 33

.

44.8 2543.1 13.66 775.3 49.8 15.18 1.52 1.49 98 0.68 45 CON, GW, ARG

all 3 rock types mixed together, GW at top, CON in middle, CON and ARG mixed at bottom, thick

joint with clay at 49ft120 13 115 0 0 1 0 6 7 15 10.6 9.1 6.5 7.0 15 48

49.8 2538.1 15.18 773.8 54.8 16.71 1.52 1.48 97 0.00 0 CON/ARG

very fractured for top 4ft, rock is weakened and brittle, steep

smooth joints with limited infill 50 40 37 0 1 1 3 1 6 15 5.7 3.0 5.5 6.0 15 35

HQ


Rock Type,


K10-23GT

21/8/1018-Aug-10

KITSAULT PROJECT


Radius Drilling Ltd.

789.02,58883.8South Embankment (site F)

0474 960 m E, 6 141 781 m N

90

K10-23GT

GW/BH

275

BB

A2-54 of 62







Rock Type,

K10-23GT

54.8 2533.1 16.71 772.3 59.8 18.23 1.52 0.95 62 0.24 16 GW/ARG

GW is very coarse grained, bottom half of run is very broken up, some calcite visible, unclear

why recovery was so bad100 14 68 0 4 1 2 6 13 15 9.4 4.9 5.9 13.0 15 48

59.8 2528.1 18.23 770.8 64.8 19.76 1.52 1.42 93 0.80 52 ARG/GW

thick clay on a schist like rock at top of run, mixed ARG and

coarse GW for first half, GW below with limited joint infill 100 8 178 0 0 0 0 6 6 15 9.4 10.4 7.3 6.0 15 48

64.8 2523.1 19.76 769.2 69.8 21.28 1.52 0.79 52 0.22 14 GW

Unclear why returns were so bad, GW on top but mixes with ARG

below bottom of run is highly broken up, limited joint infill,

some clay 100 12 66 0 4 1 2 6 13 15 9.4 4.7 5.9 13.0 15 48

69.8 2518.1 21.28 767.7 74.8 22.80 1.52 1.20 79 0.41 27 GW

some large clasts at top of run, no infill on generally shallow

dipping joints, unclear why bad recovery 140 18 67 0 4 3 5 6 18 15 11.7 6.4 5.9 18.0 15 57

74.8 2513.1 22.80 766.2 79.8 24.33 1.52 1.35 89 0.43 28 GW

broken up at top, some calcite veins, shallow dipping fractures with some fines and marcosite 140 15 90 0 4 3 2 6 15 15 11.7 6.6 6.2 15.0 15 55

79.8 2508.1 24.33 764.7 84.8 25.85 1.52 1.52 100 0.99 65 GWshallow dipping fractures with

numerous calcite veins 140 9 169 0 4 5 4 6 19 15 11.7 12.7 7.2 19.0 15 66

84.8 2503.1 25.85 763.1 89.8 27.38 1.52 1.40 92 0.44 29 GW

steep fractures lowered RQD, many thin fractures (not

persistent) weakened rock, some calcite 100 17 82 0 4 3 4 6 17 15 9.4 6.7 6.1 17.0 15 54

89.8 2498.1 27.38 761.6 94.8 28.90 1.52 1.60 105 0.83 54 GW

broken up at top, shallow and moderately steep fractures,

calcite on joints 140 16 100 0 4 3 4 6 17 15 11.7 10.8 6.3 17.0 15 61

94.8 2493.1 28.90 760.1 99.8 30.43 1.52 1.54 101 1.31 86 GW

1-2mm calcite veins, good quality greywacke, moderately steep

fractures 140 4 385 4 3 4 6 17 15 11.7 17.0 9.6 17.0 15 70

99.8 2488.1 30.43 758.6 104.8 31.95 1.52 1.54 101 0.95 62 GW

Heavily fractured, between 102 and 104ft, possible shear zone, 1-

2mm white veins (calcite) 125 20 77 4 3 4 6 17 15 10.9 12.2 6.0 17.0 15 61

104.8 2483.1 31.95 757.0 109.8 33.48 1.52 1.54 101 0.23 15 GW

Heavily fractured through run (shear zone?), some calcite veins 125 35 44 4 3 4 6 17 15 10.9 4.8 5.6 17.0 15 53

109.8 2478.1 33.48 755.5 114.8 35.00 1.52 1.54 101 0.26 17 GW

Blocked run, top 4ft heavily fractured, shear zone, some soft

infill, bottom foot calcite veins 125 20 77 4 3 4 6 17 15 10.9 5.0 6.0 17.0 15 54

114.8 2473.1 35.00 754.0 119.8 36.52 1.52 1.54 101 0.38 25 GW

Steep fractures, bottom 1ft heavily fractured, 1-2mm calcite

veins/bands 125 22 70 4 3 4 6 17 15 10.9 6.1 6.0 17.0 15 55

A2-55 of 62







Rock Type,

K10-23GT

119.8 2468.1 36.52 752.5 124.8 38.05 1.52 1.54 101 0.68 45 GW

Blocked run, top 1ft heavily fractured, some argillite

bands/swirling, some pyrite fines 125 18 86 4 3 4 6 17 15 10.9 9.1 6.2 17.0 15 58

124.8 2463.1 38.05 751.0 129.8 39.57 1.52 1.38 91 0.61 40 GW

Pyrite fines, calcite 1-2mm veins, steep fractures, quality improving 140 17 81 5 2 4 6 17 15 11.7 8.3 6.1 17.0 15 58

129.8 2458.1 39.57 749.4 134.8 41.10 1.52 1.52 100 0.44 29 GW

Vertical fractures, predominately in bottom 2ft of run, 1-2mm

calcite veins 125 23 66 4 3 4 6 17 15 10.9 6.7 5.9 17.0 15 55

134.8 2453.1 41.10 747.9 139.8 42.62 1.52 1.54 101 0.00 0 GW

Blocked run, heavily fractured, shear zone, vertical fractures,

some soft infilling, some calcite 90 40 39 1 4 4 6 15 15 8.7 3.0 5.5 15.0 15 47

139.8 2448.1 42.62 746.4 144.8 44.15 1.52 1.54 101 0.00 0 GW

Blocked run, heavily fractured, shear/fault, 1-2mm calcite veins,

1" quartz band, rubble 2-5cm 90 45 34 0 1 4 4 6 15 15 8.7 3.0 5.5 15.0 15 47

144.8 2443.1 44.15 744.9 149.8 45.67 1.52 1.52 100 0.15 10 GW

highly broken up with closely spaced fractures, run blocked 1ft

from end, some calcite and crushed rock as infill 80 30 51 0 1 3 3 4 11 15 8.0 4.1 5.7 11.0 15 44

149.8 2438.1 45.67 743.3 154.8 47.20 1.52 1.34 88 0.12 8 GW

highly broken up, 2cm thick calcite vein at 151ft, calcite in

joints, no mineralization, blocked at bottom of run 60 40 34 0 1 3 3 4 11 15 6.5 3.9 5.5 11.0 15 42

154.8 2433.1 47.20 741.8 159.8 48.72 1.52 0.96 63 0.00 0 GW

disintegrated rock, joints not even visible since it is too broken up,

some calcite 50 50 19 0 0 0 0 1 1 15 5.7 3.0 5.3 1.0 15 30

159.8 2428.1 48.72 740.3 164.8 50.24 1.52 0.85 56 0.29 19 GW, clay

a lot of core lost at top, only a chunk of clay was recovered. GW

with steep to moderately steep joints, calcite on joint surface,

some bigger clasts in GW120 8 106 0 4 1 4 6 15 15 10.6 5.3 6.4 15.0 15 52

164.8 2423.1 50.24 738.8 169.8 51.77 1.52 1.52 100 0.11 7 GWrun blocked 6" down, frequent

evenly spaced fractures 120 20 76 0 4 3 4 6 17 15 10.6 3.8 6.0 17.0 15 52

169.8 2418.1 51.77 737.2 174.8 53.29 1.52 1.50 98 0.68 45 GW

steep to moderately steep joints, limited infill but some calcite,

broken up at bottom 140 11 136 0 5 3 5 6 19 15 11.7 9.1 6.8 19.0 15 62

174.8 2413.1 53.29 735.7 179.8 54.82 1.52 1.58 104 1.23 81 GW

horizontal to steep joints, some calcite and marcosite on joints 140 8 198 0 4 3 4 6 17 15 11.7 15.9 7.6 17.0 15 67

179.8 2408.1 54.82 734.2 184.8 56.34 1.52 1.53 100 0.95 62 GW

moderately steep and steep joints, some calcite, steep joints

lower RQD 140 8 191 0 4 3 4 6 17 15 11.7 12.2 7.5 17.0 15 63#DIV/0!

184.8 2403.1 56.34 732.7 189.8 57.87 1.52 1.54 101 1.14 75 GW

3cm thick quartz? Vein in middle of run, steep joints, one

horizontal, with some calcite infill 140 4 385 0 5 3 4 6 18 15 11.7 14.7 9.6 18.0 15 69#DIV/0!

A2-56 of 62







Rock Type,

K10-23GT

189.8 2398.1 57.87 731.1 194.8 59.39 1.52 1.60 105 0.53 35 GW

some small quartz veins, large calcite chunk in middle of run, end of run is highly fractures,

steep joints lowered RQD120 16 100 0 4 1 4 6 15 15 10.6 7.5 6.3 15.0 15 55

194.8 2393.1 59.39 729.6 189.8 57.87 -1.52 1.44 -94 0.36 -24 GW

quite fractured, slicks on joint at bottom, coarser grained clasts at

top of run, run blocked near bottom 120 11 131 0 4 0 4 6 14 15 10.6 0.8 6.7 14.0 15 47

199.8 2388.1 60.91 728.1 194.8 59.39 -1.52 1.50 -98 0.50 -33 GW

horizontal and steep joints closely spaced, some calcite infill,

disintegrated rock at bottom with some clay 120 19 79 0 1 0 0 6 7 15 10.6 0.1 6.1 7.0 15 39

194.8 2393.1 59.39 729.6 199.8 60.91 1.52 1.44 94 0.39 26 GW

Blocked run, steep vertical fractures, some quartz med

grain, greater fractures at bottom of run 140 20 72 0 3 3 4 6 16 15 11.7 6.2 6.0 16.0 15 55

199.8 2388.1 60.91 728.1 204.8 62.44 1.52 1.54 101 0.57 37 GW

Argillite bands, quartz bands (small), some softer infilling

approx 213ft (heavily fractured) 140 20 77 0 3 3 4 6 16 15 11.7 7.9 6.0 16.0 15 57

204.8 2383.1 62.44 726.6 209.8 63.96 1.52 1.54 101 0.93 61 GW

Blocked run, argillite bands, vertical fractures, quality

improving i.e. competent bedrock 160 7 220 0 4 2 4 6 16 15 12.7 12.0 7.8 16.0 15 63

209.8 2378.1 63.96 725.0 214.8 65.49 1.52 1.48 97 0.38 25 GWArgillite bands, 1-2mm white veins, steep vertical fractures 140 18 82 0 4 2 4 6 16 15 11.7 6.1 6.1 16.0 15 55

214.8 2373.1 65.49 723.5 219.8 67.01 1.52 1.54 101 0.17 11 GW

Blocked run, fractured Greywacke 1-2mm calcite veins,

some soft infilling 90 25 62 0 3 3 4 6 16 15 8.7 4.3 5.8 16.0 15 50

219.8 2368.1 67.01 722.0 224.8 68.54 1.52 1.48 97 0.38 25 GW

Argillite bands, 1-2mm white calcite veins, steep vertical

fractures 140 18 82 0 4 2 4 6 16 15 11.7 6.1 6.1 16.0 15 55

224.8 2363.1 68.54 720.5 229.8 70.06 1.52 1.54 101 0.17 11 GW

Blocked run, fractured Greywacke, 1-2mm calcite veins,

some soft infilling 90 25 62 0 3 3 4 6 16 15 8.7 4.3 5.8 16.0 15 50

229.8 2358.1 70.06 718.9 234.8 71.59 1.52 0.95 62 0.16 10 GW

Blocked Run, short recovery, driller uncertain why recover

short, heavily fractured in top 6", some calcite infilling 140 18 53 0 4 3 4 6 17 15 11.7 4.2 5.7 17.0 15 54

234.8 2353.1 71.59 717.4 239.8 73.11 1.52 1.54 101 1.41 92 GW

1-2mm calcite veins, competent bedrock, some pyrite fines,

Argillite bands/swirls 160 12 128 0 4 2 5 6 17 15 12.7 18.5 6.7 17.0 15 70

239.8 2348.1 73.11 715.9 244.8 74.63 1.52 1.46 96 1.02 67 GW

Argillite bands, 1-2mm white veins, blocked run, pyrite fines,

2mm quartz bands at 241ft 140 11 133 0 4 2 5 6 17 15 11.7 13.1 6.8 17.0 15 64

244.8 2343.1 74.63 714.4 249.8 76.16 1.52 1.40 92 0.46 30 ARG

completely broken up for bottom 3ft of run, some clay infill on joints, competent rock above 100 30 47 0 0 0 0 4 4 15 9.4 6.8 5.6 4.0 15 41

A2-57 of 62







Rock Type,

K10-23GT

249.8 2338.1 76.16 712.8 254.8 77.68 1.52 1.50 98 0.00 0 ARG

rock is highly broken up, vertical and horizontal fractures, crushed

rock in some fractures 100 30 50 0 0 1 0 4 5 15 9.4 3.0 5.7 5.0 15 38

254.8 2333.1 77.68 711.3 259.8 79.21 1.52 1.30 85 0.49 32 ARG

highly broken up for first half of run, run blocked so some of next run is included in this, calcite on

smooth joints 100 13 100 0 1 1 2 5 9 15 9.4 7.1 6.3 9.0 15 47

259.8 2328.1 79.21 709.8 264.8 80.73 1.52 1.36 89 1.10 72 ARGshallow dipping fractures with calcite, crushed rock and clay 120 7 194 0 4 1 2 6 13 15 10.6 14.1 7.5 13.0 15 60

264.8 2323.1 80.73 708.3 269.8 82.26 1.52 1.45 95 0.88 58 ARG/GW

ARG at top, steep fractures with calcite, ARG and GW mixed at

bottom, close fractures in middle of run 100 13 112 0 4 1 2 5 12 15 9.4 11.4 6.5 12.0 15 54

269.8 2318.1 82.26 706.7 274.8 83.78 1.52 1.55 102 0.81 53 GW/ARG

primarily GW but ARG mixed in at top, horizontal and vertical

fractures, some calcite on joints 120 10 155 0 4 3 4 6 17 15 10.6 10.5 7.0 17.0 15 60E.O.H.

A2-58 of 62






Logged By:Reviewed By:Date Started: NOTE: THE FOLLOWING DESCRIPTIONS WERE BASED ON FIELD OBSERVATIONS AND DRILLING CHARACTERISTICS

Date Completed:





0.0 3037.3 0.00 926.0 4.8 1.46 1.46 0.15 10 0.00 0 OVB15 cm recovery of Tree roots,

washout, 0 15 1.0 3.0 5.0 0.0 15 24

4.8 3032.5 1.46 924.5 9.8 2.99 1.52 0.94 62 0.22 14 AND

Top 5" tree roots, transition to competent bedrock, black fines(basalt), some clay

(hardened) infill 160 13 0 3 3 4 3 13 15 12.7 4.7 5.0 13.0 15 50

9.8 3027.5 2.99 923.0 14.8 4.51 1.52 1.54 101 0.43 28 AND

Steep vertical fractures, clay infilling, black (basalt) fines, easily

fractured 110 12 0 3 2 2 5 12 15 10.0 6.6 5.0 12.0 15 49

14.8 3022.5 4.51 921.5 19.8 6.04 1.52 1.29 85 0.92 60 AND

Blocked 2 times, some core caught in drill bit, competent

bedrock, black fines, some clay infill 140 8 0 5 2 4 6 17 15 11.7 11.9 5.0 17.0 15 61

19.8 3017.5 6.04 920.0 24.8 7.56 1.52 1.54 101 1.28 84 AND

Competent Andesite, black fines, good quality, basalt fines 140 7 0 5 2 4 6 17 15 11.7 16.6 5.0 17.0 15 65

24.8 3012.5 7.56 918.4 29.8 9.09 1.52 1.54 101 1.44 94 AND

Good quality Andesite, basalt fines, black and white fines in

section, grey cores 140 3 0 5 1 5 6 17 15 11.7 18.9 5.0 17.0 15 68

29.8 3007.5 9.09 916.9 34.8 10.61 1.52 1.53 100 1.49 98 AND

Good quality Andesite, soft clay infill in bottom 6" of run ,

competent bedrock, black and white fines 140 3 0 5 1 5 6 17 15 11.7 19.7 5.0 17.0 15 68

34.8 3002.5 10.61 915.4 39.8 12.13 1.52 1.45 95 0.43 28 ANDSteep longitudinal fractures, clay

infilling, basalt fines 140 8 0 4 3 2 6 15 15 11.7 6.6 5.0 15.0 15 53

39.8 2997.5 12.13 913.9 44.8 13.66 1.52 1.55 102 1.15 75 AND steep fractures, oxidized joints 140 5 0 4 5 4 5 18 15 11.7 14.8 5.0 18.0 15 65

44.8 2992.5 13.66 912.3 49.8 15.18 1.52 1.56 102 1.30 85 AND as above 140 4 0 4 5 4 5 18 15 11.7 16.9 5.0 18.0 15 67

49.8 2987.5 15.18 910.8 54.8 16.71 1.52 1.47 96 0.63 41 AND

vertical fractures lowered RQD, oxidized joints, shallow dipping

joints at top 140 7 0 4 3 4 5 16 15 11.7 8.6 5.0 16.0 15 56

0474,493 m E 6,141,781 m N

90

K10-24GT

BH/GW

120

Heli rig


Rock Type,


K10-24GT

22-Aug-1021-Aug-10


Radius Drilling Corporation

BB

926.03,03736.5Plant Site (B6)

A2-59 of 62






K10-24GT


Rock Type,

54.8 2982.5 16.71 909.3 59.8 18.23 1.52 1.52 100 0.42 28 AND broken up at top, same as above 140 6 0 4 3 4 5 16 15 11.7 6.5 5.0 16.0 15 54

59.8 2977.5 18.23 907.8 64.8 19.76 1.52 1.56 102 1.56 100 ANDall one piece, some green

coloration 140 0 6 6 6 6 6 30 15 11.7 20.2 5.0 30.0 15 82

64.8 2972.5 19.76 906.2 69.8 21.28 1.52 1.53 100 1.53 100 AND all one piece 140 0 6 6 6 6 6 30 15 11.7 20.2 5.0 30.0 15 82

69.8 2967.5 21.28 904.7 74.8 22.80 1.52 1.48 97 1.48 97 ANDone fracture in middle of run,

some oxidation 140 1 0 5 3 5 6 19 15 11.7 19.5 5.0 19.0 15 70

74.8 2962.5 22.80 903.2 79.8 24.33 1.52 1.50 98 1.50 98 ANDall in one piece, some green

coloration 140 0 6 6 6 6 6 30 15 11.7 19.8 5.0 30.0 15 82

79.8 2957.5 24.33 901.7 84.8 25.85 1.52 1.56 102 1.43 94 AND 2 steep and one horizontal

140 3 0 5 3 5 5 18 15 11.7 18.8 5.0 18.0 15 69

84.8 2952.5 25.85 900.1 89.8 27.38 1.52 1.50 98 1.50 98 AND all one piece 140 0 6 6 6 6 6 30 15 11.7 19.8 5.0 30.0 15 82

89.8 2947.5 27.38 898.6 94.8 28.90 1.52 1.54 101 1.16 76 AND mainly horizontal fractures,

140 5 0 5 3 4 5 17 15 11.7 14.9 5.0 17.0 15 64

94.8 2942.5 28.90 897.1 99.8 30.43 1.52 1.54 101 0.12 8 AND drilled along vertical crack that

100 7 0 4 3 2 4 13 15 9.4 3.9 5.0 13.0 15 46

99.8 2937.5 30.43 895.6 104.8 31.95 1.52 1.53 100 0.89 58 AND air voids visible with tan infill,

80 6 0 4 3 2 1 10 15 8.0 11.5 5.0 10.0 15 50

104.8 2932.5 31.95 894.0 109.8 33.48 1.52 1.55 102 1.55 100 AND less air voids, mostly in one piece

100 1 0 5 5 5 1 16 15 9.4 20.2 5.0 16.0 15 66

109.8 2927.5 33.48 892.5 114.8 35.00 1.52 1.47 96 1.12 73 AND some larger air voids with tan

100 2 0 5 3 5 1 14 15 9.4 14.4 5.0 14.0 15 58

114.8 2922.5 35.00 891.0 119.8 36.52 1.52 1.53 100 1.49 98 AND as above, less clay, no oxidation

100 2 0 5 5 6 1 17 15 9.4 19.7 5.0 17.0 15 66

E.O.H.

A2-60 of 62



Client: Surface Elevation: m Drill Type:Drilling Company: ft Core Diameter: From 0 to 1.5 m HW

Location: Total Depth: m 1.3 to 36.8 m HQ3Coordinates : ft



Date Completed:





0.0 3073.4 0.00 937.0 5.7 1.74 1.74 1.07 62 0.35 20 AND

top 6" rubble, then competent bedrock, some clay infilling, some

washout 140 15 0 3 4 3 3 13 15 11.7 5.4 5.0 13.0 15 50

5.7 3067.7 1.74 935.3 10.7 3.26 1.52 1.54 101 0.97 64 AND

Competent Andesite, vertical fractures, with some soft clay infill

at approximately 8ft 140 15 0 4 3 2 5 14 15 11.7 12.5 5.0 14.0 15 58

10.7 3062.7 3.26 933.7 15.7 4.79 1.52 1.54 101 1.40 92 AND

Good quality Andesite black fines, some vertical 1-2mm joints 160 4 0 5 2 5 6 18 15 12.7 18.3 5.0 18.0 15 69

15.7 3057.7 4.79 932.2 20.7 6.31 1.52 1.54 101 1.36 89 AND

Blocked run, top 6" rubble, transitions to competent andesite, some clay infilling, steep fracture

at approximately 18ft160 12 0 4 2 5 6 17 15 12.7 17.7 5.0 17.0 15 67

20.7 3052.7 6.31 930.7 25.7 7.84 1.52 1.32 87 1.40 92 AND

Good quality, basalt fines, bottom 3ft is one solid core, one thin longitudinal fracture at 22ft 160 3 0 5 1 5 6 17 15 12.7 18.3 5.0 17.0 15 68

25.7 3047.7 7.84 929.2 30.7 9.36 1.52 1.52 100 1.50 98 AND

Blocked run, one core for each recovery, good quality Andesite

black fines 160 1 0 5 2 5 6 18 15 12.7 19.8 5.0 18.0 15 71

30.7 3042.7 9.36 927.6 35.7 10.88 1.52 1.45 95 1.37 90 AND

Basalt fines, competent bedrock, good quality, white fines 160 5 0 5 2 5 6 18 15 12.7 17.9 5.0 18.0 15 69

35.7 3037.7 10.88 926.1 40.7 12.41 1.52 1.54 101 1.48 97 AND

Blocked run, second recovery one solid core, basalt fines, good

quality 160 2 0 5 1 5 6 17 15 12.7 19.5 5.0 17.0 15 69

40.7 3032.7 12.41 924.6 45.7 13.93 1.52 1.52 100 1.45 95 AND

blocked run in middle, horizontal breaks, some oxidation on joints 140 3 0 5 3 6 6 20 15 11.7 19.1 5.0 20.0 15 71

0474,422 m E 6,143,378 m N

90

K10-25GT

BH/GW

121

Heli rig


Rock Type,


K10-25GT

23-Aug-1022-Aug-10


Radius Drilling Corporation

BB

937.03,07336.8Plant Site (B5)

A2-61 of 62






K10-25GT


Rock Type,

45.7 3027.7 13.93 923.1 50.7 15.46 1.52 1.52 100 1.50 98 ANDas above without visible oxidation 140 4 0 5 5 6 6 22 15 11.7 19.8 5.0 22.0 15 74

50.7 3022.7 15.46 921.5 55.7 16.98 1.52 1.55 102 1.52 100 AND as above 140 2 0 5 5 6 6 22 15 11.7 20.1 5.0 22.0 15 74

55.7 3017.7 16.98 920.0 60.7 18.51 1.52 1.48 97 1.44 94 ANDhorizontal breaks with oxidation in

middle of run 140 2 0 5 3 5 5 18 15 11.7 18.9 5.0 18.0 15 69

60.7 3012.7 18.51 918.5 65.7 20.03 1.52 1.54 101 1.42 93 ANDno infill (likely mechanical breaks)

on horizontal fractures 140 1 0 5 3 6 6 20 15 11.7 18.6 5.0 20.0 15 70

65.7 3007.7 20.03 917.0 70.7 21.55 1.52 1.56 102 1.55 100 ANDmechanical breaks at end of run 140 1 0 5 3 6 6 20 15 11.7 20.2 5.0 20.0 15 72

70.7 3002.7 21.55 915.4 75.7 23.08 1.52 1.53 100 1.53 100 AND core came as one piece 140 0 6 6 6 6 6 30 15 11.7 20.2 5.0 30.0 15 82

75.7 2997.7 23.08 913.9 80.7 24.60 1.52 1.52 100 1.50 98 ANDone joint with no visible infill or

oxidation 140 1 0 5 3 6 6 20 15 11.7 19.8 5.0 20.0 15 72


85.7 2987.7 26.13 910.9 90.7 27.65 1.52 1.52 100 1.52 100 AND as above 140 0 6 6 6 6 6 30 15 11.7 20.1 5.0 30.0 15 82

90.7 2982.7 27.65 909.3 95.7 29.18 1.52 1.50 98 1.45 95 ANDoxidation visible on horizontal and

shallow dipping joints 140 4 0 5 3 4 5 17 15 11.7 19.1 5.0 17.0 15 68


100.7 2972.7 30.70 906.3 105.7 32.23 1.52 1.54 101 1.54 100 AND as above 140 0 6 6 6 6 6 30 15 11.7 20.2 5.0 30.0 15 82

105.7 2967.7 32.23 904.8 110.7 33.75 1.52 1.50 98 1.33 87 AND horizontal fractures with oxidation

130 4 0 5 3 4 5 17 15 11.2 17.3 5.0 17.0 15 66

110.7 2962.7 33.75 903.3 115.7 35.27 1.52 1.53 100 1.41 92 AND some air bubbles throughout run,

120 2 0 5 3 6 6 20 15 10.6 18.5 5.0 20.0 15 69

115.7 2957.7 35.27 901.7 120.7 36.80 1.52 1.52 100 1.29 85 AND limited air voids, no oxidation 130 4 0 5 3 6 6 20 15 11.2 16.7 5.0 20.0 15 68

E.O.H.

A2-62 of 62

1-SI Report r0 · UCS - 79 MPa UCS - 127 MPa UCS - 80 MPa 3/3/5 2/4/3 2/10/40 4/2/4 6/7/8 4/10/13 0...

Documents

Transcript of 1-SI Report r0 · UCS - 79 MPa UCS - 127 MPa UCS - 80 MPa 3/3/5 2/4/3 2/10/40 4/2/4 6/7/8 4/10/13 0...