hydrogeology and watershed model report (draft)

VA101-343/9-3 Rev 0 June 17, 2011

APPENDIX A

WELL INSTALLATIONS AND LITHOLOGY

Appendix A1 2009 Monitoring Well Installation Details Appendix A2 2010 Monitoring Well Installation Details Appendix A3 2010 Drillhole Logs

VA101-343/9-3 Rev 0 June 17, 2011

APPENDIX A1

2009 MONITORING WELL INSTALLATION DETAILS

(Pages A1-1 to A1-22)

CEMENT CAP

GROUT MIXSOLID PVC PIPE

BENTONITE SEAL

FILTER SANDSLOTTED PVC PIPE

BENTONITE SEALVAN RUTH PLUG

TOPSOILGREYWACKE Type 10 hydraulic cement and bentonite

grout

1 grout mix of 2 bags of grout mix per ~110 gal water2-inch diameter schedule 40 solid PVCpipe 20 x 10 ft pipe segments

1/2 bag of bentonite chips

3 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments

1/2 bag of coarse grained filter sand1/2 bag of bentonite chips

0.9 m

54.9 m56.4 m

59.4 m

65.5 m67.1 m68.6 m68.8 m

GEOLOGICAL UNIT NOTES

Water Level Reading: Depth of SWL 20.12 mDate of Measurement Sep 10, 09

B2-1

5

10

15

20

25

30

35

40

45

50

55

60

65

70

286

281

276

271

266

261

256

251

246

241

236

231

226

221

AVANTI KITSAULT MINE LTD.KITSAULT PROJECT

MONITORING WELL DETAILS FOR K09-01GT

GR

AP

HIC

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)

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)

File

:M:\1

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LB,

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N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9

Steel Protector CapPiezometer K09-01GT, Stick-up = 0.45 m

K09-01GT

Coordinates:

Contractor:

1

Tailings EmbankmentLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3/NQ3

6,144,043 N, 471,619 E, UTM NAD83 (m)

Project:

REV. 0 - Issued for Report 0REV.

PROJECT/ASSIGNMENT NO.

K09-01GTN/A

249.76 m290.75 m

0o,-90o

PAGE

FIGURE.REV. 0 - Issued for Report

KITSAULT PROJECTGeotech Drilling Ltd.

HP 200HQ/NQ 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.

Drill Hole No.Jul 9, 09Jul 31, 09Jul 31, 09

LSJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

A1-1 of 22

mmottram

Text Box

of 22

BENTONITE SEAL

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL

FILTER SAND

SLOTTED PVC PIPE

BENTONITE SEAL

VAN RUTH PLUG

ROAD FILL

GREYWACKE AND ARGILLITE

1 bag of bentonite chips

1 grout mix of 2 bags of grout mix per ~ 50gal water2-inch diameter schedule 40 solid PVCpipe 5 x 10 ft pipe segments

1/2 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

2 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 4 x 5 ft pipe segmentspre-packed screen system used

1 bag of coarse grained filter sand


1.2 m

8.8 m

10.4 m

11.9 m

18 m

19.8 m

21.3 m21.5 m



B2-2

5

10

15

20

25

331

326

321

316

311



GR

AP

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- (m

)

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)

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TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-02GT

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,487 N, 471,701 E, UTM NAD83 (m)

Project:



K09-02GTN/A

197.7 m335.08 m278o,-57o

PAGE



Fraste DR232ODEX/HQ Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Jul 30, 09Aug 9, 09Sep 1, 09

PK, LS, GM, MWJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

All depths including static water level are measured downhole at the angle of inclinationand have not been corrected to 57°. Well installation started on 8/9/09 but bridged socompleted on 9/1/09. Inconclusive hydraulic conductivity results.

A1-2 of 22

mmottram

Text Box

of 22

CEMENT CAP


BENTONITE SEAL


FILTER SANDBENTONITE SEALVAN RUTH PLUG

TOPSOILGREYWACKE Type 10 hydraulic cement and bentonite

grout

2 grout mixes of 2 bags of grout mix per ~110 gal water2-inch diameter schedule 40 solid PVCpipe 10 x 10 ft pipe segments



1/2 bag of coarse grained filter sand2 buckets of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

0.3 m

42.7 m44.2 m45.7 m

51.8 m53.3 m54.9 m55.1 m



B2-3

5

10

15

20

25

30

35

40

45

50

55

288

283

278

273

268

263

258

253

248

243

238



GR

AP

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PTH

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)

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)

File

:M:\1

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LB,

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OM

PLE

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N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-03GT

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3/NQ3

6,144,043 N, 471,619 E, UTM NAD83 (m)

Project:



K09-03GTN/A

279.3 m292.28 m326o,-58o

PAGE



HP 200HQ/NQ Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Aug 1, 09Aug 19, 09Aug 19, 09

LS, GM, MWJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

All depths including static water level are measured downhole at the angle of inclinationand have not been corrected to 58°. Well installation has sanded in or collapsed.

A1-3 of 22

mmottram

Text Box

of 22

CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

ROAD FILL


Type 10 hydraulic cement and bentonitegrout




1 bag of coarse grained filter sand1/2 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

0.61 m

40.5 m

42.1 m

45.1 m

51.2 m

53.7 m55.2 m



B2-4

5

10

15

20

25

30

35

40

45

50

55

539

534

529

524

519

514

509

504

499

494

489


MONITORING WELL DETAILS FOR K09-04AGT

GR

AP

HIC

LO

G

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)

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- (m

)

File

:M:\1

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LB,

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OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9

Steel Protector CapPiezometer K09-04AGT, Stick-up = 0.81 m

K09-04AGT

Coordinates:

Contractor:

1

Downgradient of Open PitLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,142,205 N, 472,756 E, UTM NAD83 (m)

Project:



K09-04AGTN/A

55.2 m544.44 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

One bag of sand was placed inside the protective casing above the cement cap.

A1-4 of 22

mmottram

Text Box

of 22

CEMENT CAP


BENTONITE SEAL


BENTONITE SEAL

ROAD FILL





2.5 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments1 bag of coarse grained filter sand1/2 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

0.3 m

89.63 m91.3 m93.6 m

99.7 m101.8 m103.7 m



B2-5

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

539

534

529

524

519

514

509

504

499

494

489

484

479

474

469

464

459

454

449

444

439



GR

AP

HIC

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PTH

- (m

)

ELV

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- (m

)

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:M:\1

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PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-04GT

Coordinates:

Contractor:

1

Downgradient of Open PitLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,142,207 N, 472,759 E, UTM NAD83 (m)

Project:



K09-04GTN/A

103.7 m544.40 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Well installation screen was contaminated with bentonite slough either during or afterinstallation. Bentonite bridge was discovered when KP returned to develop the well.

A1-5 of 22

mmottram

Text Box

of 22

CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL

FILTER SAND

SLOTTED PVC PIPE


ROAD FILL / FAULT GOUGE


FAULT GOUGE



1 grout mix of 2 bags of grout mix per ~110 gal water

2-inch diameter schedule 40 solid PVCpipe 12 x 10 ft pipe segments

1 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

5 3/4 bags of coarse grained filter sand

2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments



0.61 m

16.3 m17.4 m

21 m

27.1 m

29.1 m

31.1 m31.3 m

42.8 m



B2-6

5

10

15

20

25

30

35

40

45

697

692

687

682

677

672

667

662

657



GR

AP

HIC

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PTH

- (m

)

ELV

ATI

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- (m

)

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:M:\1

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TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-05GT

Coordinates:

Contractor:

1

Initial Primary CrusherLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,142,578 N, 473,401 E, UTM NAD83 (m)

Project:



K09-05GTN/A

42.8 m701.65 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Casing removed from drillhole and protective monument installed at surface.

A1-6 of 22

mmottram

Text Box

of 22

CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

PEAT









0.61 m

6.4 m

8.5 m

9.5 m

15.5 m

16.8 m

18.3 m



B2-7

5

10

15

20

761

756

751

746



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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PLA

TE.G

LB,

WE

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OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-06AGT

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,143,411 N, 473,632 E, UTM NAD83 (m)

Project:



K09-06AGTN/A

18.3 m766.45 m

0o,-90o

PAGE



Fraste DR232ODEX Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Monument installed.

A1-7 of 22

mmottram

Text Box

of 22

CEMENT CAP


BENTONITE SEAL


BENTONITE SEAL

PEATGREYWACKE AND ARGILLITE Type 10 hydraulic cement and bentonite

grout

2 grout mixes of 2.5 bags of grout mix per~ 110 gal water2-inch diameter schedule 40 solid PVCpipe 30 x 10 ft pipe segments


3 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments1 bag of coarse grained filter sand1/2 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

3.05 m

88.4 m89.9 m91.5 m

97.6 m99.4 m

100.9 m



B2-8

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

761

756

751

746

741

736

731

726

721

716

711

706

701

696

691

686

681

676

671

666

661



GR

AP

HIC

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PTH

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)

ELV

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- (m

)

File

:M:\1

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ary:

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PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-06GT

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,143,409 N, 473,630 E, UTM NAD83 (m)

Project:



K09-06GTN/A

100.9 m766.45 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

No protective monument installed as per client request 14 ft of casing was left in drillholeas protection.

A1-8 of 22

mmottram

Text Box

of 22

CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

MINE WASTE ROCK

ARGILLITE

LAMPROPHYRE DYKEARGILLITE



3 grout mixes of 2 bags of grout mix per ~110 gal water






0.3 m

23.5 m

27.1 m

28.8 m

31.9 m

33.7 m

35.8 m



B2-9

5

10

15

20

25

30

35

40

708

703

698

693

688

683

678

673



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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LT.G

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Libr

ary:

M:\1

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\GIN

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AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-08AGT

Coordinates:

Contractor:

1

Downgradient of the Clary Waste DumpLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,143,629 N, 473,477 E, UTM NAD83 (m)

Project:



K09-08AGTN/A

35.8 m712.51 m

0o,-90o

PAGE



Fraste DR232ODEX/ HQ Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

A1-9 of 22

mmottram

Text Box

of 22

CEMENT CAP


BENTONITE SEAL


BENTONITE SEAL

MINE WASTE ROCK

ARGILLITE







3 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments1 bag of coarse grained filter sand1 1/3 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

0.2 m

85.4 m

88.7 m90.9 m

97 m98.8 m

102.7 m



B2-10

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

707

702

697

692

687

682

677

672

667

662

657

652

647

642

637

632

627

622

617

612

607



GR

AP

HIC

LO

G

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PTH

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)

ELV

ATI

ON

- (m

)

File

:M:\1

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T\K

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AU

LT.G

PJ

Libr

ary:

M:\1

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ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-08GT

Coordinates:

Contractor:

1

Downgradient of the Clary Waste DumpLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,143,633 N, 473,480 E, UTM NAD83 (m)

Project:



K09-08GTN/A

102.7 m712.36 m

0o,-90o

PAGE



Fraste DR232HQ Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

A1-10 of 22

mmottram

Text Box

of 22

CEMENT CAPBENTONITE SEAL

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

ROAD FILL

ARGILLITE AND GREYWACKE

Type 10 hydraulic cement and bentonitegrout1 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"



2.5 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments



0.15 m0.5 m

17.8 m

19.8 m

21.3 m

27.4 m

29 m

31.1 m



B2-11

5

10

15

20

25

30

35

710

705

700

695

690

685

680



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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LT.G

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Libr

ary:

M:\1

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\GIN

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BR

AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-09AGT

Coordinates:

Contractor:

1

Revised Primary CrusherLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,142,747 N, 473,397 E, UTM NAD83 (m)

Project:



K09-09AGTN/A

31.1 m715.31 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

No protective monument installed as per client request 14.5 ft of casing was left indrillhole as protection.

A1-11 of 22

mmottram

Text Box

of 22

CEMENT CAPBENTONITE SEAL


BENTONITE SEAL


BENTONITE SEAL

ROAD FILL

ARGILLITE AND GREYWACKE

ARGILLITE


GREYWACKE

ARGILLITE

GREYWACKE

Type 10 hydraulic cement and bentonitegrout1/2 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

3 grout mixes of 2 bags of grout mix per ~110 gal water2-inch diameter Schedule 40 solid PVCpipe 31 x 10 ft pipe segments


2 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments3/4 bag of coarse grained filter sand2/3 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

2.4 m4.6 m

84.9 m

88.7 m

91.8 m

97.9 m99.4 m

101.2 m



B2-12

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

710

705

700

695

690

685

680

675

670

665

660

655

650

645

640

635

630

625

620

615

610



GR

AP

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- (m

)

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- (m

)

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WE

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OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-09GT

Coordinates:

Contractor:

1

Revised Primary CrusherLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,142,736 N, 473,398 E, UTM NAD83 (m)

Project:



K09-09GTN/A

101.2 m714.94 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

No protective monument installed as per client request 14 ft of casing was left in drillholeas protection.Unable to get grout past 15 ft until bentonite seal installed at 8 to 15 ft, the lower 5 ft ofcasing may have spun loose during grouting.

A1-12 of 22

mmottram

Text Box

of 22

CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

ROAD FILL

GREYWACKEType 10 hydraulic cement and bentonitegrout




2 1/8 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments



0.3 m

17.7 m

19.5 m

21.3 m

27.4 m

29.3 m

31 m



B2-13

5

10

15

20

25

30

35

506

501

496

491

486

481

476



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-10AGT

Coordinates:

Contractor:

1

Upgradient of TMFLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,745 N, 473,234 E, UTM NAD83 (m)

Project:



K09-10AGTN/A

31 m511.21 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

A1-13 of 22

mmottram

Text Box

of 22

CEMENT CAP


BENTONITE SEAL


BENTONITE SEALFILTER SAND

ROAD FILLGREYWACKE

LAMPROPHYRE DYKEGREYWACKE




2 1/4 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments3/4 bag of coarse grained filter sand1 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"2 bags of coarse grained filter sand

3 m

84.5 m

88.3 m89.5 m

95.6 m97.6 m99.7 m

101.2 m



B2-14

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

506

501

496

491

486

481

476

471

466

461

456

451

446

441

436

431

426

421

416

411

406



GR

AP

HIC

LO

G

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PTH

- (m

)

ELV

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- (m

)

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:M:\1

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TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-10GT

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,742 N, 473,229 E, UTM NAD83 (m)

Project:



K09-10GTN/A

101.2 m511.09 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Water level fluctuates possibly due to surface water influence or precipitation events.

A1-14 of 22

mmottram

Text Box

of 22

CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

ROAD FILLGREYWACKE Type 10 hydraulic cement and bentonite

grout




3/4 bag of coarse grained filter sand


0.3 m

24.1 m

25.9 m

27.4 m

33.5 m

35.1 m

37.2 m



B2-15

5

10

15

20

25

30

35

40

387

382

377

372

367

362

357

352



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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ary:

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PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-11AGT

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,531 N, 472,316 E, UTM NAD83 (m)

Project:



K09-11AGTN/A

37.2 m391.91 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Aug 31, 09Sep 1, 09Sep 1, 09BP, CD

JS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

A1-15 of 22

mmottram

Text Box

of 22


BENTONITE SEAL


BENTONITE SEAL

FILTER SAND

ROAD FILLGREYWACKE



2 1/2 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 1 x 10 ft pipe segments2/3 bag of coarse grained filter sand


3 1/3 bag of coarse grained filter sand

79.4 m81.6 m83.8 m

86.9 m

91.5 m

94.5 m

100.9 m



B2-16

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

105

387

382

377

372

367

362

357

352

347

342

337

332

327

322

317

312

307

302

297

292

287



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

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- (m

)

File

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ary:

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TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-11GT

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,532 N, 472,312 E, UTM NAD83 (m)

Project:



K09-11GTN/A

100.9 m391.82 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BP, CDJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

No cement cap.

A1-16 of 22

mmottram

Text Box

of 22

BENTONITE SEAL

SOLID PVC PIPEGROUT MIX

BENTONITE SEAL



GRAVELGREYWACKE 5 bags of bentonite chips

2-inch diameter schedule 40 solid PVCpipe 27 x 10 ft pipe segments3 grout mixes of 2 bags of grout mix per ~110 gal water


2 1/2 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments3/4 bag of coarse grained filter sand2/3 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

5.8 m

75.9 m77.3 m79.5 m

85.7 m87.8 m

90.5 m90.7 m



B2-17

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

124

119

114

109

104

99

94

89

84

79

74

69

64

59

54

49

44

39

34



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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ary:

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PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-13GT

Coordinates:

Contractor:

1

Downgradient of the TMFLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,145,214 N, 470,345 E, UTM NAD83 (m)

Project:



K09-13GTN/A

165.2 m128.79 m

0o,-90o

PAGE



Fraste DR232HQ Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Sep 1, 09Sep 6, 09Sep 6, 09

BP, CD, CH, LSJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

A1-17 of 22

mmottram

Text Box

of 22

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL

FILTER SAND

SLOTTED PVC PIPE

BENTONITE SEAL

ROAD FILL


1/2 grout mix of 2 bags of grout mix per ~110 gal water



2 bags of coarse grained filter sand




8.2 m

10.5 m

12.8 m

18.9 m

20.4 m

22 m



B2-18

5

10

15

20

25

1

-4

-9

-14

-19



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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LT.G

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ary:

M:\1

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\GIN

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AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-14AGT

Coordinates:

Contractor:

1

Port SiteLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,719 N, 468,887 E, UTM NAD83 (m)

Project:



K09-14AGTN/A

21.9 m6.02 m0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


CH, LSJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Monitoring well water level influenced by tidal effects. Casing left in drillhole.

A1-18 of 22

mmottram

Text Box

of 22

BENTONITE SEAL


BENTONITE SEAL


BENTONITE SEAL

ROAD FILL








1.5 m

34.5 m

36.6 m

38.7 m

44.8 m

46.6 m

49.4 m



B2-19

5

10

15

20

25

30

35

40

45

50

1

-4

-9

-14

-19

-24

-29

-34

-39

-44



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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AU

LT.G

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Libr

ary:

M:\1

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ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-14GT

Coordinates:

Contractor:

1

Port SiteLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,716 N, 468,884 E, UTM NAD83 (m)

Project:



K09-14GTN/A

49.4 m6.02 m0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Sep 7, 09Sep 8, 09Sep 8, 09CH, LS

JS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Monitoring well water level influenced by tidal effects. Monument installed.

A1-19 of 22

mmottram

Text Box

of 22

BENTONITE SEAL

FILTER SAND

SOLID PVC PIPE

BENTONITE SEAL

FILTER SAND

SLOTTED PVC PIPE

BENTONITE SEAL

MINE WASTE ROCK



Gas tubing installed, 2 tubes at each ofthe following depths: 2.0, 7.0 and 14.0 m

6 bags of coarse grained filter sand2-inch diameter schedule 40 solid PVCpipe 8 x 10 ft pipe segments





1.2 m

5 m

18 m

19.5 m

21.6 m

27.7 m

29.3 m

31 m

2 m

7 m

14 m

}GEOLOGICAL UNIT NOTES


B2-20

Gas Tubing

5

10

15

20

25

30

35

679

674

669

664

659

654

649



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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AU

LT.G

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Libr

ary:

M:\1

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ATA

\GIN

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BR

AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-15AGT

Coordinates:

Contractor:

1

Patsy Waste DumpLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,141,648 N, 474,112 E, UTM NAD83 (m)

Project:



K09-15AGTN/A

31.1 m683.63 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


CH, LSJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

No cement cap installed because of the additional equipment installed. Gas tubesinstalled in this drillhole can be measured at drillhole K09-15GT.

A1-20 of 22

mmottram

Text Box

of 22

FILTER SANDSOLID PVC PIPE

BENTONITE SEAL


BENTONITE SEAL

MINE WASTE ROCK

GREYWACKE

GREYWACKE


Gas tubing installed, 2 tubes at each ofthe following depths: 1.0, 9.1, and 13.1 m

Thermister installed: tip at 68 m withnodes at 5 m intervals and additionalnode at 1m, a total of 15 nodes.




2 3/4 bags of coarse grained filter sand2-inch diameter schedule 80 machineslotted PVC pipe 2 x 10 ft pipe segments1/2 bag of coarse grained filter sand1 bag of of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

1 m3 m

8 m

13 m

18 m

23 m

28 m

33 m

38 m

43 m

48 m

53 m

58 m

63 m

68 m

5 m

10 m

79.9 m81.7 m82.8 m

88.9 m91.5 m

95.1 m

1 m

9.1 m

13.1m

}GEOLOGICAL UNIT NOTES


B2-21

Gas Tubing

Ther

mis

tor

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

679

674

669

664

659

654

649

644

639

634

629

624

619

614

609

604

599

594

589



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

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AU

LT.G

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Libr

ary:

M:\1

\01\

0034

3\03

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ATA

\GIN

T\LI

BR

AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-15GT

Coordinates:

Contractor:

1

Patsy Waste DumpLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,141,644 N, 474,116 E, UTM NAD83 (m)

Project:



K09-15GTN/A

95.1 m683.90 m

0o,-90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


CH, LSJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

No cement cap installed because of the additional equipment, special woodenmonument constructed to protect installation gas tubes from drillhole K09-15AGT canbe measured from here.

A1-21 of 22

mmottram

Text Box

of 22

CEMENT CAP

BENTONITE CHIPS

SOLID PVC PIPE

CAVED IN

BENTONITE SEAL

CAVED IN

FILTER SAND

SLOTTED PVC PIPE

BENTONITE SEAL

CAVED IN

SAND

SAND AND GRAVEL

220 gal. Type 10 hydraulic cement andbentonite grout.

2 1/2 buckets of Wyo-Ben Ltd. Enviroplugcoated bentonite chips


caved in to 7.8 m

3/4 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"Caved in when casing pulled


1 1/2 bags of coarse grained filter sand

1 1/4 bucket of Wyo-Ben Ltd. Enviroplugcoated bentonite tablets 1/4"

infilled

0.15 m

7.8 m

17.4 m17.98 m

19.5 m

21.6 m

27.4 m

29 m

31.1 m

32.9 m



B2-22

5

10

15

20

25

30

35

4

-1

-6

-11

-16

-21

-26



GR

AP

HIC

LO

G

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)

File

:M:\1

\01\

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AU

LT.G

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ary:

M:\1

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\GIN

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BR

AR

Y_T

EM

PLA

TE.G

LB,

WE

LL C

OM

PLE

TIO

N,

TEM

PLA

TE O

CT

14, 2

009.

GD

T, O

ct 1

9, 0

9


K09-16GT

Coordinates:

Contractor:

1

Port SiteLocation:

Drilling Rig:

Drilling Method:

of 1

VA101-343/03

GENERAL REMARKS:

HQ3

6,144,464 N, 468,580 E, UTM NAD83 (m)

Project:



K09-16GTN/A

32.9 m9.28 m0o,-90o

PAGE


KITSAULT PROJECTDriftwood Drilling Ltd.

Hydracore 2000HQ Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


CH, LSJS

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

Drillhole was completed early as drill could not advanced any further

A1-22 of 22

mmottram

Text Box

of 22

VA101-343/9-3 Rev 0 June 17, 2011

APPENDIX A2

2010 MONITORING WELL INSTALLATION DETAILS


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:



Odex / Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


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


Geotech Drilling Ltd.Fi

le:M

:\1\0

1\00

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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

A2-1 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

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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

A2-2 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

A2-3 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

A2-4 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

A2-5 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

A2-6 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


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

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200

(GE

OTE

CH

NIC

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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

A2-7 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

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(GE

OTE

CH

NIC

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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

A2-8 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

A2-9 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

A2-10 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

A2-11 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

A2-12 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

A2-13 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

A2-14 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



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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

A2-15 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

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OTE

CH

NIC

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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

A2-16 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

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06\A

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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

A2-17 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

A2-18 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



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1\00

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OTE

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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

A2-19 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

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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

A2-20 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

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OTE

CH

NIC

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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

A2-21 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

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06\A

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AS

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OTE

CH

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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

A2-22 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

A2-23 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

A2-24 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

A2-25 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

A2-26 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

A2-27 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

A2-28 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

A2-29 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

A2-30 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

A2-31 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

A2-32 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

A2-33 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

A2-34 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

A2-35 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

A2-36 of 36

VA101-343/9-3

Rev 0

June 17, 2011

APPENDIX A3

2010 DRILLHOLE LOGS


0.3 m

14.02 m14.9 m

15.24 m

21.34 m

39 m

MINE WASTE ROCK - GRAVEL ANDSAND

ORGANIC DEPOSITSGREYWACKE AND ARGILLITE


grout mix of 2 bags of portland cementand 2 bags of grout mix ~ 110 gal water1-inch diameter schedule 40 solid PVCpipe 5 x 10 ft pipe segments




CEMENT CAP


BENTONITE SEAL


GR

AP

HIC

LO

G

655

650

645

640

635

630

625

620

NOTES

5

10

15

20

25

30

35

40

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)


PIEZOMETER DETAILS FOR K10-01GT

File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-1

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:



SPT sampler39 m

650.41 m0o,90o

PAGE


Geotech Drilling Ltd.

Fraste DR232Odex / Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Jun 30, 10Jul 1, 10Jul 1, 10JS/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT K10-01GT

Water Level Reading: Depth of SWL 14.2 mDate of Measurement Aug 22, 10

Piezometer K10-01GT, Stick-up = 0.98 m

A3-1 of 17

0.3 m

26.2 m27.1 m27.4 m

33.5 m34.1 m




grout mix of 2 bags of portland cementand 1 bag of grout mix ~ 40 gal water1-inch diameter schedule 40 solid PVCpipe 9 x 10 ft pipe segments




CEMENT CAP


BENTONITE SEAL


GR

AP

HIC

LO

G

749

744

739

734

729

724

719

NOTES

5

10

15

20

25

30

35

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-2

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:



SPT sampler34.1 m

744.18 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Jul 1, 10Jul 2, 10Jul 2, 10JS/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-2 of 17

0.3 m

10.66 m

11.58 m12.19 m

18.28 m

19.8 m

20.5 m21 m


SILT

ORGANIC DEPOSITS








CEMENT CAP


BENTONITE SEAL



GR

AP

HIC

LO

G

748

743

738

733

728

NOTES

5

10

15

20

25

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-3

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



SPT sampler35.7 m

743.39 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-3 of 17

0.3 m

13.71 m

14.63 m15.24 m

21.33 m21.9 m

22.86 m

24.38 m









CEMENT CAP


BENTONITE SEAL


BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

733

728

723

718

713

NOTES

5

10

15

20

25

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-4

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



SPT sampler100 m

727.90 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-4 of 17

0.3 m

21.64 m22.55 m22.86 m

28.95 m

30.5 m31 m32 m



DIOMIEN DYKEGREYWACKE AND ARGILLITE


grout mix of 1 bag of portland cement and1 bag of grout mix ~ 40 gal water2-inch diameter schedule 40 solid PVCpipe 7.5 x 10 ft pipe segments





CEMENT CAP


BENTONITE SEAL



GR

AP

HIC

LO

G

717

712

707

702

697

692

687

NOTES

5

10

15

20

25

30

35

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-5

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



SPT sampler39.9 m

712.31 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-5 of 17

0.3 m

14.93 m

15.84 m16.34 m

22.43 m

23.5 m

24.38 m

25.5 m

GRAVEL AND SAND

ORGANIC DEPOSITSDIORITE






CEMENT CAP


BENTONITE SEAL


BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

690

685

680

675

670

665

NOTES

5

10

15

20

25

30

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-6

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



SPT sampler35.5 m

685.00 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-6 of 17

0.3 m

16.76 m17.37 m

18.29 m

24.38 m

25.3 m

26.51 m27 m

ORGANIC DEPOSITSTRACHYANDESITE

TRACHYANDESITE -TRANSITIONBETWEEN LAVA FLOWS







CEMENT CAP


BENTONITE SEAL



GR

AP

HIC

LO

G

929

924

919

914

909

904

NOTES

5

10

15

20

25

30

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-7

Coordinates:

Contractor:

1

Plant SiteLocation:

Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA36.7 m

923.83 m0o,90o

PAGE


Radius Drilling Corp.

R 1500Diamond Drilling

Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Jul 18, 10Jul 19, 10Jul 19, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-7 of 17

0.3 m

28.34 m

29.87 m

34.13 m

40.23 m

42.7 m43.59 m44.5 m



TRACHYANDESITE


TRACHYANDESITE


grout mix of 3 bags of portland cementand 1.5 bags of grout mix ~ 150 gal water






CEMENT CAP

GROUT MIX

SOLID PVC PIPE

BENTONITE SEAL

FILTER SAND

SLOTTED PVC PIPE


GR

AP

HIC

LO

G

945

940

935

930

925

920

915

910

905

NOTES

5

10

15

20

25

30

35

40

45

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-8

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:



NA50.3 m

940.30 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-8 of 17

0.3 m

28.65 m29.87 m30.48 m

36.57 m37.8 m

39.62 m

41 m


CLAY AND GRAVEL

CONGLOMERATE


grout mix of 3 bags of portland cementand 1 bag of grout mix ~ 110 gal water2-inch diameter schedule 40 solid PVCpipe 4 x 10 ft pipe segments





CEMENT CAP


BENTONITE SEAL


BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

882

877

872

867

862

857

852

847

842

NOTES

5

10

15

20

25

30

35

40

45

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-9

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA62.6 m

878.77 m135o,45o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-9 of 17

0.3 m

4.57 m

5.18 m

11.27 m

11.9 m

12.8 m

13.5 m

ORGANIC DEPOSITS



1/2 bag of bentonite chips1-inch diameter schedule 40 solid PVCpipe 4 x 10 ft pipe segments



CEMENT CAP

BENTONITE SEALSOLID PVC PIPE


BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

802

797

792

NOTES

5

10

15

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)


PIEZOMETER DETAILS FOR K10-15AGT

File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-10

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA61 m

797.20 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT K10-15AGT


Piezometer K10-15AGT, Stick-up = 0.71 m

A3-10 of 17

0.3 m

3 m3.35 m

9.44 m

10.1 m

10.97 m

11.5 m

ORGANIC DEPOSITS






CEMENT CAP



BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

807

802

797

NOTES

5

10

15

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-11

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA61 m

802.34 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-11 of 17

0.3 m

3.2 m

3.96 m

10.05 m

10.7 m

11.27 m

11.8 m

ORGANIC DEPOSITS







CEMENT CAP



BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

816

811

806

NOTES

5

10

15

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: 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

\LIB

RA

RY

_TE

MP

LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-12

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA60.9 m

811.26 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.

Drill Hole No.Aug 1, 10Aug 3, 10Aug 3, 10GW/BH

BB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:


Water Level Reading: Depth of SWL -0.14 mDate of Measurement Aug 20, 10


A3-12 of 17

0.3 m

9.08 m

10.7 m

16.7 m16.8 m

18 m

18.7 m19 m

ORGANIC DEPOSITS







CEMENT CAP

BENTONITE SEAL

SOLID PVC PIPE

FILTER SAND

SLOTTED PVC PIPE


GR

AP

HIC

LO

G

759

754

749

744

NOTES

5

10

15

20

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

SK

020

0 (G

EO

TEC

HN

ICA

L S

ITE

INV

ES

TIG

ATI

ON

PR

OG

RA

M)\D

RIL

LHO

LE D

ATA

RE

VIE

WE

D\K

ITS

AU

LT D

RIL

LHO

LE L

OG

S 2

010.

GP

JLi

brar

y: M

:\1\0

1\00

343\

06\A

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200

(GE

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9.G

LB,

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LL C

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PLE

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N,

NE

W D

ATA

TE

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LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-13

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:



NA30.6 m

753.57 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

ARTESIAN FROM 10.7 - 16.8 M

K10-19GT



A3-13 of 17

0.3 m

2.1 m

2.7 m

8.8 m

11.9 m

12.8 m13.2 m

ORGANIC DEPOSITS

BOULDERS AND GRAVEL







CEMENT CAP



BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

791

786

781

NOTES

5

10

15

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

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W D

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LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-14

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:



NA30.6 m

786.09 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-14 of 17

0.3 m

3.9 m

4.6 m

10.7 m

11.3 m

12.2 m12.6 m

ORGANIC DEPOSITS







CEMENT CAP



BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

806

801

796

NOTES

5

10

15

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

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K 0

200

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)\DR

ILLH

OLE

DA

TA R

EV

IEW

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RA

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LATE

_DE

C18

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9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-15

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA100.3 m800.87 m

0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


JS/CGBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-15 of 17

0.3 m

8.69 m

9.45 m

15.54 m16 m

16.9 m

17.5 m

ORGANIC DEPOSITS



1/2 bag of bentonite chips2-inch diameter schedule 40 solid PVCpipe 3 x 10 ft pipe segment




CEMENT CAP



BENTONITE SEAL

VAN RUTH PLUG

GR

AP

HIC

LO

G

797

792

787

782

NOTES

5

10

15

20

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

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ATA

\TA

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)\DR

ILLH

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DA

TA R

EV

IEW

ED

\LIB

RA

RY

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MP

LATE

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C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-16

Coordinates:

Contractor:

1


Drilling Rig:

Drilling Method:

of 1

101-343/6

GENERAL REMARKS:

HQ3

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

Project:



NA83.3 m

791.62 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:

KITSAULT PROJECT

PVC PIPE BROKE DURING INSTALLATION. THIS WELL WAS INSTALLED ABOVETHIS ZONE.

K10-23GT



A3-16 of 17

0.3 m

28 m28.9 m29.6 m

35.7 m36.3 m36.5 m

37 m

ORGANIC DEPOSITS

TRACHYANDESITE


grout mix of 4 bags of portland cementand 2 bag of grout mix ~ 100 gal water2-inch diameter schedule 40 solid PVCpipe 10x 10 ft pipe segment



1 bag of coarse grained filter sand1/2 bag of bentonite chips

CEMENT CAP


BENTONITE SEAL



GR

AP

HIC

LO

G

932

927

922

917

912

907

902

897

NOTES

5

10

15

20

25

30

35

40

DE

PTH

- (m

)

ELV

ATI

ON

- (m

)



File

:M:\1

\01\

0034

3\06

\A\D

ATA

\TA

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0 (G

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AU

LT D

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LHO

LE L

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GP

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brar

y: M

:\1\0

1\00

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06\A

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K 0

200

(GE

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CH

NIC

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VE

STI

GA

TIO

N P

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GR

AM

)\DR

ILLH

OLE

DA

TA R

EV

IEW

ED

\LIB

RA

RY

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LATE

_DE

C18

,200

9.G

LB,

WE

LL C

OM

PLE

TIO

N,

NE

W D

ATA

TE

MP

LATE

24A

UG

10.G

DT,

Nov

15,

10

Appendix B2-17

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:



NA36.5 m

927.21 m0o,90o

PAGE




Date Started:

Date Completed:


Logged by:

Reviewed by:

1


REF. NO.


GW/BHBB

In Situ Sampler:

Total Depth:

Elevation:

Azimuth,Dip

Hole size:




A3-17 of 17

VA101-343/9-3 Rev 0 June 17, 2011

APPENDIX B

PACKER TESTS

Appendix B1 2009 Packer Tests Appendix B2 2010 Packer Tests

VA101-343/9-3 Rev 0 June 17, 2011

APPENDIX B1

2009 PACKER TESTS

(Pages B1-1 to B1-93)

M:\1\01\00343\03\A\Data\2009 SI Program\2009 WMF SI\Kitsault WMF SI 2009\K09-01GT\Completed and Reviewed by LS\[K09-01GT Packer Test Final LS.xls]1 Rev'd 07/11/09

SHEET 1 OF 15

PROJECT: PROJECT NO: DRILLHOLE:

AREA: TEST NO: 1

DIP: 90 oDEPTH GROUNDWATER: 16.7 m TOP OF TEST INTERVAL: 12.00 3.66

(FROM HORIZONTAL) ft (DOWN HOLE) m (DOWN HOLE)

DATE: 11-Jul-09 GAUGE HEIGHT ABOVE GROUND: 1.0 m BOTTOM OF TEST INTERVAL: 59.50 18.14 ft (DOWN HOLE) m (DOWN HOLE)

GAUGE P Time min 0 1 2 3 4 5 AVERAGE FLOW LUGEON

(BAR) Flowmeter litres 23828.0 23832.0 23834.5 23838.0 23841.0 23843.5 litres/min

Take litres 4.00 2.50 3.50 3.00 2.50

0.41 Average Take l/m 4.00 2.50 3.50 3.00 2.50 3.10 0.98



Take litres 1.00 1.00 1.00 1.00 1.00

0.55 Average Take l/m 1.00 1.00 1.00 1.00 1.00 1.00 0.30



Take litres 2.00 1.00 0.50 1.00 0.50

0.69 Average Take l/m 2.00 1.00 0.50 1.00 0.50 1.00 0.28



Take litres 0.50 1.00 0.50 1.00 0.50

0.55 Average Take l/m 0.50 1.00 0.50 1.00 0.50 0.70 0.21



Take litres 0.50 0.50 0.50 0.50 0.50

0.41 Average Take l/m 0.50 0.50 0.50 0.50 0.50 0.50 0.16

LUGEONS APPROXIMATE PERMEABILITY, cm/s

STATIC WTR LEVEL MAX Lu= 0.979 MAX k= 9.79E-06

DETERMINATION:

MIN Lu= 0.158 MIN k= 1.58E-06

INTERPRETATION cm/s

REFERENCE: AVG Lu= 0.158 AVG k= 1.58E-06

INTERPRETATION 1 LAMINAR NOTYPE OF FLOW: 2 TURBULENT NO

3 DILATION NO4 WASH-OUT NO5 VOID FILLING YES

DRILLING / TEST RESULTS COMMENTS:HW casing is installed to 7' and core barrel is 8.5' long, so test interval will be from 12.5 to 59.4 including the length of the packer bladder, double packer system is used.

Flowmeter in m3, small amount of water leaking out of stuffing box, estimated at ~0.1L/min. The lowest psi on the gauge was 4 and the lowest we could get flow was 6psi so that was used as P1.

TEST BY: LS REVIEWED BY: JS

KITSAULT

Embankment Abutment

LUGEON TEST FIELD DATA SHEET

Print 10/05/09 20:04

101-343/3 K09-01GT

STAGE PRESSURE VERSUS LUGEON VALUE

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.41 0.55 0.69 0.55 0.41Stage Gauge Pressure (BAR)

Lu

geo

ns

FLOW VERSUS PRESSURE PLOT

2.2

2.3

2.5

2.3

2.2

2.2

2.2

2.3

2.3

2.4

2.4

2.5

2.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Q (l/m)

Pre

ss

ure

(B

ars

)

Note: Permeability calculation dependent upon flow classification:

0 11JUL'09 ISSUED WITH REPORT 101-343/3 LS JS KJB

DATE DESCRIPTION PREP'D CHK'D APP'DREV

B1-1 of 93


SHEET 2 OF 15


AREA: TEST NO: 2






Take litres 9.50 10.50 11.00 9.00 9.00

0.69 Average Take l/m 9.50 10.50 11.00 9.00 9.00 9.80 2.14



Take litres 14.50 13.50 14.00 13.50 14.50

1.38 Average Take l/m 14.50 13.50 14.00 13.50 14.50 14.00 2.38



Take litres 21.00 22.00 22.00 20.00 22.00

2.07 Average Take l/m 21.00 22.00 22.00 20.00 22.00 21.40 2.99



Take litres 15.00 14.00 15.00 15.00 14.00

1.38 Average Take l/m 15.00 14.00 15.00 15.00 14.00 14.60 2.49



Take litres 10.00 10.50 10.50 10.50 10.50

0.69 Average Take l/m 10.00 10.50 10.50 10.50 10.50 10.40 2.27



DETERMINATION:

MIN Lu= 2.136 MIN k= 2.14E-05

INTERPRETATION cm/s


INTERPRETATION 1 LAMINAR YESTYPE OF FLOW: 2 TURBULENT NO

3 DILATION NO4 WASH-OUT NO5 VOID FILLING NO

DRILLING / TEST RESULTS COMMENTS:Flowmeter in m3, small amount of water leaking out of stuffing box, estimated at ~0.1L/min.

Air temperature, ~15 degrees



Print 10/05/09 20:04

101-343/3 K09-01GTKITSAULT

Embankment Abutment


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5


Lu

geo

ns


2.5

3.2

3.8

3.2

2.5

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.00 5.00 10.00 15.00 20.00 25.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-2 of 93


SHEET 3 OF 15


AREA: TEST NO: 3






Take litres 1.00 0.80 1.00 0.70 0.50

1.38 Average Take l/m 1.00 0.80 1.00 0.70 0.50 0.80 0.15



Take litres 1.80 1.50 1.70 2.00 2.00

2.76 Average Take l/m 1.80 1.50 1.70 2.00 2.00 1.80 0.24



Take litres 3.00 3.50 3.50 3.00 3.00

4.14 Average Take l/m 3.00 3.50 3.50 3.00 3.00 3.20 0.32



Take litres 2.00 3.00 2.00 2.00 2.00

2.76 Average Take l/m 2.00 3.00 2.00 2.00 2.00 2.20 0.29



Take litres 1.00 1.50 1.50 1.00 2.00

1.38 Average Take l/m 1.00 1.50 1.50 1.00 2.00 1.40 0.26



DETERMINATION:

MIN Lu= 0.151 MIN k= 1.51E-06

INTERPRETATION cm/s



3 DILATION NO4 WASH-OUT YES5 VOID FILLING NO



Flow is laminar with some minor wash out.


KITSAULT

Embankment Abutment


Print 10/05/09 20:04

101-343/3 K09-01GT


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4


Lu

geo

ns


3.1

4.5

5.9

4.5

3.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-3 of 93


SHEET 4 OF 15


AREA: TEST NO: 6






Take litres 20.00 19.50 18.50 18.00 19.00

3.10 Average Take l/m 20.00 19.50 18.50 18.00 19.00 19.00 2.25



Take litres 26.00 25.00 24.00 24.00 22.50

6.21 Average Take l/m 26.00 25.00 24.00 24.00 22.50 24.30 1.77



Take litres 28.00 28.00 28.00 25.00 27.00

9.31 Average Take l/m 28.00 28.00 28.00 25.00 27.00 27.20 1.43



Take litres 20.00 20.00 19.00 20.00 19.00

6.21 Average Take l/m 20.00 20.00 19.00 20.00 19.00 19.60 1.43



Take litres 12.00 12.00 12.50 12.50 12.00

3.10 Average Take l/m 12.00 12.00 12.50 12.50 12.00 12.20 1.44



DETERMINATION:

MIN Lu= 1.426 MIN k= 1.43E-05

INTERPRETATION cm/s


INTERPRETATION 1 LAMINAR NOTYPE OF FLOW: 2 TURBULENT YES




Void filling and possible turbulent flow.



Print 10/05/09 20:04


Embankment Abutment


0.0

0.5

1.0

1.5

2.0

2.5


Lu

geo

ns


5.0

8.1

11.2

8.1

5.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-4 of 93


SHEET 5 OF 15


AREA: TEST NO: 7






Take litres 4.50 4.50 4.00 4.00 4.00

3.45 Average Take l/m 4.50 4.50 4.00 4.00 4.00 4.20 0.37



Take litres 8.00 8.00 8.00 7.00 7.00

6.89 Average Take l/m 8.00 8.00 8.00 7.00 7.00 7.60 0.41



Take litres 12.00 14.00 12.00 12.00 11.50

10.34 Average Take l/m 12.00 14.00 12.00 12.00 11.50 12.30 0.47



Take litres 9.00 9.00 9.00 9.00 9.00

6.89 Average Take l/m 9.00 9.00 9.00 9.00 9.00 9.00 0.48



Take litres 6.00 6.00 6.00 5.50 5.50

3.45 Average Take l/m 6.00 6.00 6.00 5.50 5.50 5.80 0.52



DETERMINATION:

MIN Lu= 0.374 MIN k= 3.74E-06

INTERPRETATION cm/s







TEST BY: LS REVIEWED BY:

KITSAULT

Embankment Abutment


Print 10/05/09 20:04

101-343/3 K09-01GT


0.0

0.1

0.2

0.3

0.4

0.5

0.6


Lu

geo

ns


5.2

8.6

12.1

8.6

5.2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-5 of 93


SHEET 6 OF 15


AREA: TEST NO: 8






Take litres 2.00 2.00 4.00 32.00 -30.00

3.45 Average Take l/m 2.00 2.00 4.00 32.00 -30.00 2.00 0.23



Take litres 4.00 3.00 3.50 3.50 3.00

6.89 Average Take l/m 4.00 3.00 3.50 3.50 3.00 3.40 0.23



Take litres 6.00 5.00 5.50 5.50 5.00

10.34 Average Take l/m 6.00 5.00 5.50 5.50 5.00 5.40 0.27



Take litres 4.00 4.00 4.00 4.00 4.00

6.89 Average Take l/m 4.00 4.00 4.00 4.00 4.00 4.00 0.28



Take litres 2.00 2.50 2.50 2.75 2.25

3.45 Average Take l/m 2.00 2.50 2.50 2.75 2.25 2.40 0.28



DETERMINATION:

MIN Lu= 0.230 MIN k= 2.30E-06

INTERPRETATION cm/s









Print 10/05/09 20:04


Embankment Abutment


0.0

0.1

0.1

0.2

0.2

0.3

0.3


Lu

geo

ns


5.2

8.6

12.1

8.6

5.2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-6 of 93


SHEET 7 OF 15


AREA: TEST NO: 9






Take litres 15.00 14.00 13.50 13.00 12.50

3.45 Average Take l/m 15.00 14.00 13.50 13.00 12.50 13.60 1.66



Take litres 17.00 16.00 16.00 14.50 15.50

6.89 Average Take l/m 17.00 16.00 16.00 14.50 15.50 15.80 1.17



Take litres 21.00 21.00 8.50 29.50 18.00

10.34 Average Take l/m 21.00 21.00 8.50 29.50 18.00 19.60 1.04



Take litres 14.50 13.50 13.00 13.00 12.50

6.89 Average Take l/m 14.50 13.50 13.00 13.00 12.50 13.30 0.98



Take litres 8.50 8.50 7.50 8.00 8.00

3.45 Average Take l/m 8.50 8.50 7.50 8.00 8.00 8.10 0.99



DETERMINATION:

MIN Lu= 0.981 MIN k= 9.81E-06

INTERPRETATION cm/s






Void Filling suspected.


KITSAULT

Embankment Abutment


Print 10/05/09 20:04

101-343/3 K09-01GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8


Lu

geo

ns


5.3

8.7

12.2

8.7

5.3

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 5.00 10.00 15.00 20.00 25.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-7 of 93


SHEET 8 OF 15


AREA: TEST NO: 10






Take litres 0.50 0.50 0.50 0.50 0.50

3.45 Average Take l/m 0.50 0.50 0.50 0.50 0.50 0.50 0.05



Take litres 1.30 1.20 1.50 1.00 1.50

6.89 Average Take l/m 1.30 1.20 1.50 1.00 1.50 1.30 0.09



Take litres 2.30 2.00 1.70 2.00 2.00

10.34 Average Take l/m 2.30 2.00 1.70 2.00 2.00 2.00 0.10



Take litres 1.30 1.00 1.45 1.25 1.00

6.89 Average Take l/m 1.30 1.00 1.45 1.25 1.00 1.20 0.08



Take litres 0.50 0.50 1.00 0.30 0.70

3.45 Average Take l/m 0.50 0.50 1.00 0.30 0.70 0.60 0.07



DETERMINATION:

MIN Lu= 0.055 MIN k= 5.46E-07

INTERPRETATION cm/s






Laminar flow



Print 10/05/09 20:04


Embankment Abutment


0.0

0.0

0.0

0.1

0.1

0.1

0.1


Lu

geo

ns


5.4

8.8

12.3

8.8

5.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 0.50 1.00 1.50 2.00 2.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-8 of 93


SHEET 9 OF 15


AREA: TEST NO: 11






Take litres 0.25 0.25 0.25 0.25 0.25

3.45 Average Take l/m 0.25 0.25 0.25 0.25 0.25 0.25 0.03



Take litres 0.75 0.50 0.75 0.50 0.50

6.89 Average Take l/m 0.75 0.50 0.75 0.50 0.50 0.60 0.04



Take litres 1.00 0.50 0.75 0.75 0.50

10.34 Average Take l/m 1.00 0.50 0.75 0.75 0.50 0.70 0.03



Take litres 0.25 0.50 0.50 0.50 0.25

6.89 Average Take l/m 0.25 0.50 0.50 0.50 0.25 0.40 0.03



Take litres 0.25 0.25 0.25 0.10 0.15

3.45 Average Take l/m 0.25 0.25 0.25 0.10 0.15 0.20 0.02



DETERMINATION:

MIN Lu= 0.022 MIN k= 2.23E-07

INTERPRETATION cm/s






Laminar flow with some void filling.


KITSAULT

Embankment Abutment


Print 10/05/09 20:04

101-343/3 K09-01GT


0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


Lu

geo

ns


5.3

8.7

12.2

8.7

5.3

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-9 of 93


SHEET 10 OF 15


AREA: TEST NO: 12






Take litres 6.50 5.50 6.00 4.50 5.50

3.45 Average Take l/m 6.50 5.50 6.00 4.50 5.50 5.60 0.58



Take litres 9.00 8.50 7.50 7.50 7.00

6.89 Average Take l/m 9.00 8.50 7.50 7.50 7.00 7.90 0.53



Take litres 18.00 14.00 15.00 14.00 14.50

10.34 Average Take l/m 18.00 14.00 15.00 14.00 14.50 15.10 0.74



Take litres 7.00 7.50 7.00 6.50 7.50

6.89 Average Take l/m 7.00 7.50 7.00 6.50 7.50 7.10 0.47



Take litres 4.00 4.50 4.50 4.00 4.50

3.45 Average Take l/m 4.00 4.50 4.50 4.00 4.50 4.30 0.45



DETERMINATION:

MIN Lu= 0.446 MIN k= 4.46E-06

INTERPRETATION cm/s



3 DILATION YES4 WASH-OUT NO5 VOID FILLING YES



Dilation with some minor void filling.



Print 10/05/09 20:04


Embankment Abutment


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8


Lu

geo

ns


6.2

9.6

13.1

9.6

6.2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-10 of 93


SHEET 11 OF 15


AREA: TEST NO: 13






Take litres 3.00 2.00 2.50 2.00 1.75

3.45 Average Take l/m 3.00 2.00 2.50 2.00 1.75 2.25 0.25



Take litres 25.00 25.00 25.00 25.00 26.00

6.89 Average Take l/m 25.00 25.00 25.00 25.00 26.00 25.20 1.70



Take litres 44.50 54.50 34.00 46.00 46.00

9.51 Average Take l/m 44.50 54.50 34.00 46.00 46.00 45.00 2.34



Take litres 27.00 27.00 26.00 26.00 27.00

6.89 Average Take l/m 27.00 27.00 26.00 26.00 27.00 26.60 1.80



Take litres 2.00 1.50 1.50 1.50 1.50

3.45 Average Take l/m 2.00 1.50 1.50 1.50 1.50 1.60 0.18



DETERMINATION:

MIN Lu= 0.179 MIN k= 1.79E-06

INTERPRETATION cm/s



3 DILATION YES4 WASH-OUT NO5 VOID FILLING NO



Laminar flow with possible dilation. When test was set up there were minute bubbles coming out of stuffing box.


KITSAULT

Embankment Abutment


Print 10/05/09 20:04

101-343/3 K09-01GT


0.0

0.5

1.0

1.5

2.0

2.5


Lu

geo

ns


5.2

8.7

11.3

8.7

5.2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-11 of 93


SHEET 12 OF 15


AREA: TEST NO: 14






Take litres 2.00 2.50 2.50 2.50 2.50

3.45 Average Take l/m 2.00 2.50 2.50 2.50 2.50 2.40 0.31



Take litres 26.00 25.00 26.00 26.00 26.00

6.89 Average Take l/m 26.00 25.00 26.00 26.00 26.00 25.80 1.98



Take litres 47.00 45.00 46.00 46.00 45.00

10.00 Average Take l/m 47.00 45.00 46.00 46.00 45.00 45.80 2.60



Take litres 25.00 26.00 24.00 25.00 25.00

6.89 Average Take l/m 25.00 26.00 24.00 25.00 25.00 25.00 1.92



Take litres 2.00 2.00 1.50 2.00 1.50

3.45 Average Take l/m 2.00 2.00 1.50 2.00 1.50 1.80 0.23



DETERMINATION:

MIN Lu= 0.229 MIN k= 2.29E-06

INTERPRETATION cm/s






Laminar flow with possible dilation. When test was set up there were minute bubbles coming out of stuffing box.



Print 10/05/09 20:04


Embankment Abutment


0.0

0.5

1.0

1.5

2.0

2.5

3.0


Lu

geo

ns


5.3

8.7

11.8

8.7

5.3

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-12 of 93


SHEET 13 OF 15


AREA: TEST NO: 15






Take litres 31.00 30.50 30.50 32.00 31.00

3.45 Average Take l/m 31.00 30.50 30.50 32.00 31.00 31.00 3.65



Take litres 49.00 47.00 49.00 48.00 50.00

6.89 Average Take l/m 49.00 47.00 49.00 48.00 50.00 48.60 3.40



Take litres 60.00 58.00 60.00 58.00 60.00

9.24 Average Take l/m 60.00 58.00 60.00 58.00 60.00 59.20 3.25



Take litres 50.00 50.00 50.00 49.00 49.00

6.89 Average Take l/m 50.00 50.00 50.00 49.00 49.00 49.60 3.47



Take litres 32.00 30.00 31.00 30.00 31.00

3.45 Average Take l/m 32.00 30.00 31.00 30.00 31.00 30.80 3.62



DETERMINATION:

MIN Lu= 3.251 MIN k= 3.25E-05

INTERPRETATION cm/s






Turbulent flow. Bubbles intermittantly came out of stuffing box.at first low pressure interval.


KITSAULT

Embankment Abutment


Print 10/05/09 20:04

101-343/3 K09-01GT


3.0

3.1

3.2

3.3

3.4

3.5

3.6

3.7


Lu

geo

ns


5.1

8.5

10.9

8.5

5.1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-13 of 93


SHEET 1 OF 12


AREA: TEST NO: 1






Take litres 3.00 3.00 3.00 2.50 3.00

0.48 Average Take l/m 3.00 3.00 3.00 2.50 3.00 2.90 1.86



Take litres 4.50 4.50 4.00 4.00 3.75

0.90 Average Take l/m 4.50 4.50 4.00 4.00 3.75 4.15 1.74



Take litres 5.50 5.50 5.00 5.50 4.50

1.38 Average Take l/m 5.50 5.50 5.00 5.50 4.50 5.20 1.55



Take litres 2.50 3.00 3.00 3.00 3.00

0.90 Average Take l/m 2.50 3.00 3.00 3.00 3.00 2.90 1.21



Take litres 1.50 1.50 1.50 2.00 2.00

0.48 Average Take l/m 1.50 1.50 1.50 2.00 2.00 1.70 1.09



DETERMINATION:

MIN Lu= 1.092 MIN k= 1.09E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:HW casing is installed to 7.5', double packer system is used.

Flowmeter in m3, small amount of water leaking out of stuffing box, estimated at ~0.2L/min.


KITSAULT

Embankment Abutment


Print 10/05/09 20:08

101-343/3 K09-02GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0


Lu

geo

ns


0.8

1.2

1.7

1.2

0.8

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-14 of 93


SHEET 2 OF 12


AREA: TEST NO: 2



DATE: 1-Aug-09 GAUGE HEIGHT ABOVE GROUND: 0.2 m BOTTOM OF TEST INTERVAL: 168.70 51.43 ft (DOWN HOLE) m (DOWN HOLE)



Take litres 8.00 8.00 7.50 7.00 7.50

0.97 Average Take l/m 8.00 8.00 7.50 7.00 7.50 7.60 2.98



Take litres 12.50 12.50 12.00 11.00 11.50

1.93 Average Take l/m 12.50 12.50 12.00 11.00 11.50 11.90 2.94



Take litres 19.50 18.00 17.50 17.00 16.00

3.31 Average Take l/m 19.50 18.00 17.50 17.00 16.00 17.60 2.84



Take litres 7.00 7.00 8.00 7.00 7.50

1.93 Average Take l/m 7.00 7.00 8.00 7.00 7.50 7.30 1.80



Take litres 2.50 3.00 2.50 3.50 3.00

0.97 Average Take l/m 2.50 3.00 2.50 3.50 3.00 2.90 1.14



DETERMINATION:

MIN Lu= 1.137 MIN k= 1.14E-05

INTERPRETATION cm/s





Flowmeter in m3.

Void Filling.

TEST BY: GM REVIEWED BY: LS


Print 10/05/09 20:08


Embankment Abutment


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5


Lu

geo

ns


1.6

2.6

4.0

2.6

1.6

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00

Q (l/m)

Pre

ss

ure

(B

ars

)


0 01AUG'09 ISSUED WITH REPORT 101-343/3 GM LS KJB


B1-15 of 93


SHEET 3 OF 12


AREA: TEST NO: 3






Take litres 5.00 5.00 4.50 5.00 4.50

1.38 Average Take l/m 5.00 5.00 4.50 5.00 4.50 4.80 1.37



Take litres 7.50 7.00 6.00 5.50 6.00

2.76 Average Take l/m 7.50 7.00 6.00 5.50 6.00 6.40 1.09



Take litres 8.00 7.50 7.50 13.00 2.50

4.27 Average Take l/m 8.00 7.50 7.50 13.00 2.50 7.70 0.91



Take litres 5.50 5.50 6.00 5.00 5.00

2.69 Average Take l/m 5.50 5.50 6.00 5.00 5.00 5.40 0.94



Take litres 3.50 3.50 3.50 3.00 3.50

1.45 Average Take l/m 3.50 3.50 3.50 3.00 3.50 3.40 0.94



DETERMINATION:

MIN Lu= 0.911 MIN k= 9.11E-06

INTERPRETATION cm/s





Flowmeter in m3.

Water leakage out of stuffing box at approximately 1 L/min.


KITSAULT

Embankment Abutment


Print 10/05/09 20:08

101-343/3 K09-02GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6


Lu

geo

ns


2.1

3.4

5.0

3.4

2.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-16 of 93


SHEET 4 OF 12


AREA: TEST NO: 4






Take litres 1.00 0.80 0.30 0.70 0.30

1.79 Average Take l/m 1.00 0.80 0.30 0.70 0.30 0.62 0.15



Take litres 1.90 0.60 0.80 0.70 1.00

3.59 Average Take l/m 1.90 0.60 0.80 0.70 1.00 1.00 0.14



Take litres 1.00 1.00 1.00 1.00 1.00

6.07 Average Take l/m 1.00 1.00 1.00 1.00 1.00 1.00 0.09



Take litres 0.80 0.40 0.70 0.80 0.60

3.65 Average Take l/m 0.80 0.40 0.70 0.80 0.60 0.66 0.09



Take litres 0.40 0.10 0.20 0.70 0.20

1.79 Average Take l/m 0.40 0.10 0.20 0.70 0.20 0.32 0.08



DETERMINATION:

MIN Lu= 0.078 MIN k= 7.85E-07

INTERPRETATION cm/s





Flowmeter in m3.

Water leakage out of stuffing box at approximately 0.1 L/min.



Print 10/05/09 20:08


Embankment Abutment


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2


Lu

geo

ns


2.4

4.2

6.7

4.3

2.4

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-17 of 93


SHEET 5 OF 12


AREA: TEST NO: 5






Take litres 1.00 0.50 0.60 0.90 0.80

2.34 Average Take l/m 1.00 0.50 0.60 0.90 0.80 0.76 0.15



Take litres 1.10 1.40 1.40 1.10 1.10

4.41 Average Take l/m 1.10 1.40 1.40 1.10 1.10 1.22 0.14



Take litres 2.00 2.00 2.00 1.90 1.90

7.38 Average Take l/m 2.00 2.00 2.00 1.90 1.90 1.96 0.15



Take litres 1.00 1.10 1.10 1.50 1.30

4.41 Average Take l/m 1.00 1.10 1.10 1.50 1.30 1.20 0.14



Take litres 0.80 0.80 0.50 0.70 0.50

2.41 Average Take l/m 0.80 0.80 0.50 0.70 0.50 0.66 0.13



DETERMINATION:

MIN Lu= 0.131 MIN k= 1.31E-06

INTERPRETATION cm/s





Flowmeter in m3.

Water leakage out of stuffing box at approximately 0.2 L/min during P3 phase.


KITSAULT

Embankment Abutment


Print 10/05/09 20:08

101-343/3 K09-02GT


0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2


Lu

geo

ns


2.9

4.9

7.9

4.9

3.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 0.50 1.00 1.50 2.00 2.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-18 of 93


SHEET 6 OF 12


AREA: TEST NO: 6






Take litres 3.50 3.50 3.00 3.50 3.00

2.83 Average Take l/m 3.50 3.50 3.00 3.50 3.00 3.30 0.58



Take litres 4.50 4.50 4.50 4.50 4.00

5.10 Average Take l/m 4.50 4.50 4.50 4.50 4.00 4.40 0.46



Take litres 7.00 6.50 6.50 6.00 6.50

8.41 Average Take l/m 7.00 6.50 6.50 6.00 6.50 6.50 0.43



Take litres 4.00 4.50 4.00 4.50 4.50

5.10 Average Take l/m 4.00 4.50 4.00 4.50 4.50 4.30 0.45



Take litres 3.00 2.50 2.50 3.00 -3.00

2.96 Average Take l/m 3.00 2.50 2.50 3.00 -3.00 1.60 0.27



DETERMINATION:

MIN Lu= 0.268 MIN k= 2.68E-06

INTERPRETATION cm/s





Flowmeter in m3.

Water leakage out of stuffing box at approximately >0.2 L/min during P3 phase.



Print 10/05/09 20:08


Embankment Abutment


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7


Lu

geo

ns


3.4

5.6

8.9

5.6

3.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-19 of 93


SHEET 7 OF 12


AREA: TEST NO: 7






Take litres 3.50 3.50 3.00 3.50 3.00

1.59 Average Take l/m 3.50 3.50 3.00 3.50 3.00 3.30 0.97



Take litres 5.50 5.50 5.00 5.00 5.00

3.31 Average Take l/m 5.50 5.50 5.00 5.00 5.00 5.20 0.82



Take litres 7.50 7.50 7.00 7.00 7.00

5.72 Average Take l/m 7.50 7.50 7.00 7.00 7.00 7.20 0.69



Take litres 4.00 4.00 4.50 4.00 4.00

3.24 Average Take l/m 4.00 4.00 4.50 4.00 4.00 4.10 0.66



Take litres 2.00 2.00 2.50 2.50 2.00

1.65 Average Take l/m 2.00 2.00 2.50 2.50 2.00 2.20 0.62



DETERMINATION:

MIN Lu= 0.624 MIN k= 6.24E-06

INTERPRETATION cm/s





Flowmeter in m3.



KITSAULT

Embankment Abutment


Print 10/05/09 20:08

101-343/3 K09-02GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2


Lu

geo

ns


2.0

3.7

6.1

3.7

2.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-20 of 93


SHEET 8 OF 12


AREA: TEST NO: 8






Take litres 1.50 1.50 1.00 1.00 1.50

1.79 Average Take l/m 1.50 1.50 1.00 1.00 1.50 1.30 0.35



Take litres 2.00 1.50 1.50 2.00 1.50

3.17 Average Take l/m 2.00 1.50 1.50 2.00 1.50 1.70 0.28



Take litres 2.50 2.00 2.50 2.00 2.00

5.45 Average Take l/m 2.50 2.00 2.50 2.00 2.00 2.20 0.22



Take litres 1.00 2.00 1.00 2.00 1.00

3.24 Average Take l/m 1.00 2.00 1.00 2.00 1.00 1.40 0.22



Take litres 1.00 1.00 1.00 1.00 0.50

1.86 Average Take l/m 1.00 1.00 1.00 1.00 0.50 0.90 0.23



DETERMINATION:

MIN Lu= 0.220 MIN k= 2.20E-06

INTERPRETATION cm/s





Flowmeter in m3.




Print 10/05/09 20:08


Embankment Abutment


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.4


Lu

geo

ns


2.2

3.6

5.9

3.7

2.3

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 0.50 1.00 1.50 2.00 2.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-21 of 93


SHEET 9 OF 12


AREA: TEST NO: 9






Take litres 0.50 0.50 0.50 0.50 0.50

3.52 Average Take l/m 0.50 0.50 0.50 0.50 0.50 0.50 0.07



Take litres 0.80 0.70 1.00 0.50 0.80

6.89 Average Take l/m 0.80 0.70 1.00 0.50 0.80 0.76 0.06



Take litres 1.00 1.20 1.30 1.00 1.00

10.48 Average Take l/m 1.00 1.20 1.30 1.00 1.00 1.10 0.06



Take litres 0.60 0.90 0.90 0.70 0.70

6.89 Average Take l/m 0.60 0.90 0.90 0.70 0.70 0.76 0.06



Take litres 0.30 0.20 0.40 0.60 0.10

3.59 Average Take l/m 0.30 0.20 0.40 0.60 0.10 0.32 0.05



DETERMINATION:

MIN Lu= 0.047 MIN k= 4.66E-07

INTERPRETATION cm/s





Flowmeter in m3.



KITSAULT

Embankment Abutment


Print 10/05/09 20:08

101-343/3 K09-02GT


0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1


Lu

geo

ns


4.0

7.3

10.9

7.3

4.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-22 of 93


SHEET 10 OF 12


AREA: TEST NO: 10






Take litres 1.80 1.20 1.50 1.50 1.50

3.31 Average Take l/m 1.80 1.20 1.50 1.50 1.50 1.50 0.23



Take litres 2.20 2.30 2.30 1.90 1.90

6.69 Average Take l/m 2.20 2.30 2.30 1.90 1.90 2.12 0.17



Take litres 3.00 3.00 3.00 3.00 2.80

10.27 Average Take l/m 3.00 3.00 3.00 3.00 2.80 2.96 0.16



Take litres 1.90 1.90 1.60 1.70 1.90

6.89 Average Take l/m 1.90 1.90 1.60 1.70 1.90 1.80 0.14



Take litres 0.80 1.10 0.90 1.00 0.70

3.45 Average Take l/m 0.80 1.10 0.90 1.00 0.70 0.90 0.14



DETERMINATION:

MIN Lu= 0.136 MIN k= 1.36E-06

INTERPRETATION cm/s





Flowmeter in m3.




Print 10/05/09 20:08


Embankment Abutment


0.0

0.1

0.1

0.2

0.2

0.3


Lu

geo

ns


3.7

7.1

10.7

7.3

3.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-23 of 93


SHEET 11 OF 12


AREA: TEST NO: 11






Take litres 1.50 1.50 1.00 1.50 1.50

3.45 Average Take l/m 1.50 1.50 1.00 1.50 1.50 1.40 0.21



Take litres 2.00 2.00 2.00 2.00 2.00

6.76 Average Take l/m 2.00 2.00 2.00 2.00 2.00 2.00 0.16



Take litres 3.00 3.00 0.00 6.00 2.70

10.34 Average Take l/m 3.00 3.00 0.00 6.00 2.70 2.94 0.16



Take litres 2.30 2.30 2.00 2.10 1.90

7.03 Average Take l/m 2.30 2.30 2.00 2.10 1.90 2.12 0.17



Take litres 1.30 1.20 1.20 1.20 1.10

3.52 Average Take l/m 1.30 1.20 1.20 1.20 1.10 1.20 0.18



DETERMINATION:

MIN Lu= 0.160 MIN k= 1.60E-06

INTERPRETATION cm/s





Flowmeter in m3.

Water leakage out of stuffer box at approximately 0.25 L/min during P3 phase.

TEST BY: MW REVIEWED BY: LS

KITSAULT

Embankment Abutment


Print 10/05/09 20:08

101-343/3 K09-02GT


0.0

0.1

0.1

0.2

0.2

0.3


Lu

geo

ns


3.9

7.2

10.8

7.4

3.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 08AUG'09 ISSUED WITH REPORT 101-343/3 MW LS KJB


B1-24 of 93


SHEET 12 OF 12


AREA: TEST NO: 12






Take litres 3.10 4.40 2.00 3.00 2.50

3.45 Average Take l/m 3.10 4.40 2.00 3.00 2.50 3.00 0.71



Take litres 5.80 5.20 5.00 5.70 5.30

6.83 Average Take l/m 5.80 5.20 5.00 5.70 5.30 5.40 0.68



Take litres 7.00 7.50 6.50 7.00 7.00

10.34 Average Take l/m 7.00 7.50 6.50 7.00 7.00 7.00 0.59



Take litres 4.50 4.50 5.00 4.00 4.50

6.83 Average Take l/m 4.50 4.50 5.00 4.00 4.50 4.50 0.57



Take litres 3.20 2.60 2.20 2.00 2.10

3.45 Average Take l/m 3.20 2.60 2.20 2.00 2.10 2.42 0.57



DETERMINATION:

MIN Lu= 0.566 MIN k= 5.66E-06

INTERPRETATION cm/s





Flowmeter in m3.

Water leakage out of stuffer box at approximately 0.125 L/min during P3 phase.



Print 10/05/09 20:08


Embankment Abutment


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8


Lu

geo

ns


3.9

7.2

10.8

7.2

3.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-25 of 93


SHEET 1 OF 16


AREA: TEST NO: 1






Take litres 7.00 5.00 5.50 5.50 5.00

0.28 Average Take l/m 7.00 5.00 5.50 5.50 5.00 5.60 1.89



Take litres 6.00 6.00 6.00 6.00 6.00

0.41 Average Take l/m 6.00 6.00 6.00 6.00 6.00 6.00 1.88



Take litres 6.50 7.00 6.50 6.00 7.50

0.55 Average Take l/m 6.50 7.00 6.50 6.00 7.50 6.70 1.96



Take litres 7.00 5.50 6.50 6.00 7.00

0.41 Average Take l/m 7.00 5.50 6.50 6.00 7.00 6.40 2.01



Take litres 6.00 6.00 6.00 6.00 6.00

0.28 Average Take l/m 6.00 6.00 6.00 6.00 6.00 6.00 2.02



DETERMINATION:

MIN Lu= 1.880 MIN k= 1.88E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Double packer system used.

Flowmeter in m3, No water leaking out of stuffing box.



Print 10/05/09 20:11


Embankment Abutment


1.8

1.9

1.9

2.0

2.0

2.1


Lu

geo

ns


1.9

2.0

2.1

2.0

1.9

1.8

1.9

1.9

2.0

2.0

2.1

2.1

2.2

5.40 5.60 5.80 6.00 6.20 6.40 6.60 6.80

Q (l/m)

Pre

ss

ure

(B

ars

)


0 2AUG'09 ISSUED WITH REPORT 101-343/3 LS JS KJB


B1-26 of 93


SHEET 2 OF 16


AREA: TEST NO: 2






Take litres 35.50 34.50 33.00 33.00 32.00

0.62 Average Take l/m 35.50 34.50 33.00 33.00 32.00 33.60 10.87



Take litres 45.50 44.00 43.50 43.00 41.00

1.17 Average Take l/m 45.50 44.00 43.50 43.00 41.00 43.40 10.99



Take litres 55.00 52.00 52.00 51.00 50.00

1.72 Average Take l/m 55.00 52.00 52.00 51.00 50.00 52.00 10.82



Take litres 35.50 37.50 38.00 38.00 38.00

1.17 Average Take l/m 35.50 37.50 38.00 38.00 38.00 37.40 9.47



Take litres 25.00 25.00 28.00 28.00 27.00

0.62 Average Take l/m 25.00 25.00 28.00 28.00 27.00 26.60 8.60



DETERMINATION:

MIN Lu= 8.602 MIN k= 8.60E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Double packer system is used.

Test paused between p2 and p3 pressures to refill water tank.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

2.0

4.0

6.0

8.0

10.0

12.0


Lu

geo

ns


2.0

2.6

3.1

2.6

2.0

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 10.00 20.00 30.00 40.00 50.00 60.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-27 of 93


SHEET 3 OF 16


AREA: TEST NO: 3






Take litres 27.00 26.00 25.00 26.00 26.00

1.03 Average Take l/m 27.00 26.00 25.00 26.00 26.00 26.00 5.76



Take litres 41.00 41.00 42.00 42.00 42.00

2.07 Average Take l/m 41.00 41.00 42.00 42.00 42.00 41.60 6.79



Take litres 72.00 72.00 71.00 71.00 75.00

3.45 Average Take l/m 72.00 72.00 71.00 71.00 75.00 72.20 8.73



Take litres 48.00 47.00 48.00 49.00 48.00

2.07 Average Take l/m 48.00 47.00 48.00 49.00 48.00 48.00 7.84



Take litres 32.00 33.00 33.00 34.00 34.00

1.03 Average Take l/m 32.00 33.00 33.00 34.00 34.00 33.20 7.35



DETERMINATION:

MIN Lu= 5.756 MIN k= 5.76E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter in m3, double packer system used.

Minute amount of water leaking out of stuffing box, ~.05L/min.



Print 10/05/09 20:11


Embankment Abutment


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


Lu

geo

ns


2.9

4.0

5.3

4.0

2.9

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-28 of 93


SHEET 4 OF 16


AREA: TEST NO: 4


(FROM HORIZONTAL) m (DOWN HOLE)




Take litres 4.00 3.00 4.00 3.00 3.00

1.59 Average Take l/m 4.00 3.00 4.00 3.00 3.00 3.40 0.63



Take litres 7.00 6.25 6.75 6.50 6.75

3.17 Average Take l/m 7.00 6.25 6.75 6.50 6.75 6.65 0.85



Take litres 12.00 12.50 12.25 12.25 13.00

4.83 Average Take l/m 12.00 12.50 12.25 12.25 13.00 12.40 1.19



Take litres 10.00 10.00 10.00 10.00 10.00

3.17 Average Take l/m 10.00 10.00 10.00 10.00 10.00 10.00 1.27



Take litres 7.00 7.50 7.50 7.00 7.50

1.59 Average Take l/m 7.00 7.50 7.50 7.00 7.50 7.30 1.36



DETERMINATION:

MIN Lu= 0.632 MIN k= 6.32E-06

INTERPRETATION cm/s





Water leaking out of stuffing box, ~.01L/min.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6


Lu

geo

ns


3.5

5.1

6.7

5.1

3.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-29 of 93


SHEET 5 OF 16


AREA: TEST NO: 5






Take litres 11.00 11.00 11.00 11.00 9.50

2.07 Average Take l/m 11.00 11.00 11.00 11.00 9.50 10.70 1.67



Take litres 17.00 17.00 16.00 16.00 16.50

4.14 Average Take l/m 17.00 17.00 16.00 16.00 16.50 16.50 1.72



Take litres 24.00 23.00 24.00 22.50 23.50

6.21 Average Take l/m 24.00 23.00 24.00 22.50 23.50 23.40 1.83



Take litres 17.00 18.00 16.50 16.50 17.00

4.14 Average Take l/m 17.00 18.00 16.50 16.50 17.00 17.00 1.77



Take litres 12.00 12.00 12.00 13.00 11.00

2.07 Average Take l/m 12.00 12.00 12.00 13.00 11.00 12.00 1.88



DETERMINATION:

MIN Lu= 1.675 MIN k= 1.67E-05

INTERPRETATION cm/s





Water leaking out of stuffing box, ~.01L/min. Pressure gauge needle wavering at P2 and P#. Laminar flow with Wash out.

TEST BY: MW/LS REVIEWED BY: JS


Print 10/05/09 20:11


Embankment Abutment


1.6

1.6

1.7

1.7

1.8

1.8

1.9

1.9


Lu

geo

ns


4.1

6.2

8.3

6.2

4.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 5.00 10.00 15.00 20.00 25.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-30 of 93


SHEET 6 OF 16


AREA: TEST NO: 6






Take litres 3.00 2.25 2.75 2.25 2.75

2.55 Average Take l/m 3.00 2.25 2.75 2.25 2.75 2.60 0.34



Take litres 5.00 6.00 5.00 5.50 5.50

5.10 Average Take l/m 5.00 6.00 5.00 5.50 5.50 5.40 0.45



Take litres 9.50 9.00 9.00 10.00 9.50

7.58 Average Take l/m 9.50 9.00 9.00 10.00 9.50 9.40 0.58



Take litres 6.50 6.50 7.00 6.00 6.50

5.03 Average Take l/m 6.50 6.50 7.00 6.00 6.50 6.50 0.55



Take litres 4.00 4.50 4.50 4.00 4.00

2.55 Average Take l/m 4.00 4.50 4.50 4.00 4.00 4.20 0.55



DETERMINATION:

MIN Lu= 0.342 MIN k= 3.42E-06

INTERPRETATION cm/s





Water leaking out of stuffing box, ~.01L/min. Laminar flow with minoe wash out.

TEST BY: MW/LS REVIEWED BY: JS

KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7


Lu

geo

ns


4.5

7.0

9.5

7.0

4.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-31 of 93


SHEET 7 OF 16


AREA: TEST NO: 8






Take litres 24.00 23.00 23.00 23.00 24.00

0.69 Average Take l/m 24.00 23.00 23.00 23.00 24.00 23.40 5.82



Take litres 34.00 33.00 32.00 31.00 31.00

1.38 Average Take l/m 34.00 33.00 32.00 31.00 31.00 32.20 6.59



Take litres 43.00 42.00 41.00 41.00 41.00

2.14 Average Take l/m 43.00 42.00 41.00 41.00 41.00 41.60 7.13



Take litres 30.00 33.00 33.00 34.00 33.00

1.38 Average Take l/m 30.00 33.00 33.00 34.00 33.00 32.60 6.67



Take litres 24.00 25.00 26.00 27.00 26.00

0.69 Average Take l/m 24.00 25.00 26.00 27.00 26.00 25.60 6.36



DETERMINATION:

MIN Lu= 5.817 MIN k= 5.82E-05

INTERPRETATION cm/s





Water leaking out of stuffing box, ~.01L/min.



Print 10/05/09 20:11


Embankment Abutment


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0


Lu

geo

ns


3.2

3.9

4.7

3.9

3.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-32 of 93


SHEET 8 OF 16


AREA: TEST NO: 9






Take litres 33.00 33.00 30.00 27.00 26.00

3.45 Average Take l/m 33.00 33.00 30.00 27.00 26.00 29.80 3.01



Take litres 48.00 47.00 36.00 53.00 41.00

6.89 Average Take l/m 48.00 47.00 36.00 53.00 41.00 45.00 2.95



Take litres 62.00 59.00 57.00 54.00 55.00

10.34 Average Take l/m 62.00 59.00 57.00 54.00 55.00 57.40 2.78



Take litres 36.00 39.00 37.00 37.00 38.00

6.89 Average Take l/m 36.00 39.00 37.00 37.00 38.00 37.40 2.45



Take litres 16.00 19.00 26.00 26.00 24.00

3.45 Average Take l/m 16.00 19.00 26.00 26.00 24.00 22.20 2.24



DETERMINATION:

MIN Lu= 2.241 MIN k= 2.24E-05

INTERPRETATION cm/s





Water leaking out of stuffing box, ~0.1L/min when water pressure is at 150psi. Void Filling flow with minor wash out.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5


Lu

geo

ns


6.4

9.8

13.3

9.8

6.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-33 of 93


SHEET 9 OF 16


AREA: TEST NO: 10






Take litres 49.00 47.00 48.00 47.00 47.00

3.45 Average Take l/m 49.00 47.00 48.00 47.00 47.00 47.60 4.12



Take litres 63.00 61.00 61.00 57.00 59.00

6.89 Average Take l/m 63.00 61.00 61.00 57.00 59.00 60.20 3.45



Take litres 72.00 -933.00 1066.00 66.00 62.00

10.34 Average Take l/m 72.00 -933.00 1066.00 66.00 62.00 66.60 2.86



Take litres 50.00 51.00 50.00 51.00 50.00

6.89 Average Take l/m 50.00 51.00 50.00 51.00 50.00 50.40 2.89



Take litres 31.00 -964.00 1038.00 36.00 38.00

3.45 Average Take l/m 31.00 -964.00 1038.00 36.00 38.00 35.80 3.10



DETERMINATION:

MIN Lu= 2.856 MIN k= 2.86E-05

INTERPRETATION cm/s





Water leaking out of stuffing box, ~0.2L/min when water pressure is at 150psi. Turbulent flow with minor void filling.



Print 10/05/09 20:11


Embankment Abutment


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5


Lu

geo

ns


6.8

10.2

13.7

10.2

6.8

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-34 of 93


SHEET 10 OF 16


AREA: TEST NO: 11






Take litres 0.50 0.30 0.40 0.30 0.40

3.45 Average Take l/m 0.50 0.30 0.40 0.30 0.40 0.38 0.03



Take litres 0.70 0.60 0.70 0.60 0.60

6.89 Average Take l/m 0.70 0.60 0.70 0.60 0.60 0.64 0.04



Take litres 3.00 3.00 2.70 2.70 2.80

10.34 Average Take l/m 3.00 3.00 2.70 2.70 2.80 2.84 0.12



Take litres 0.60 0.60 0.60 0.50 0.70

6.89 Average Take l/m 0.60 0.60 0.60 0.50 0.70 0.60 0.03



Take litres 0.40 0.30 0.30 0.30 0.40

3.45 Average Take l/m 0.40 0.30 0.30 0.30 0.40 0.34 0.03



DETERMINATION:

MIN Lu= 0.028 MIN k= 2.78E-07

INTERPRETATION cm/s





Water leaking out of stuffing box. Dilation.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1


Lu

geo

ns


7.2

10.6

14.1

10.6

7.2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-35 of 93


SHEET 11 OF 16


AREA: TEST NO: 12






Take litres 0.50 0.50 0.50 0.50 0.50

3.45 Average Take l/m 0.50 0.50 0.50 0.50 0.50 0.50 0.04



Take litres 0.90 0.90 0.90 0.90 0.90

6.89 Average Take l/m 0.90 0.90 0.90 0.90 0.90 0.90 0.05



Take litres 8.00 8.00 8.00 8.00 8.00

10.34 Average Take l/m 8.00 8.00 8.00 8.00 8.00 8.00 0.33



Take litres 1.00 1.00 1.00 1.00 1.00

6.89 Average Take l/m 1.00 1.00 1.00 1.00 1.00 1.00 0.06



Take litres 0.40 0.40 0.40 0.40 0.40

3.45 Average Take l/m 0.40 0.40 0.40 0.40 0.40 0.40 0.03



DETERMINATION:

MIN Lu= 0.033 MIN k= 3.27E-07

INTERPRETATION cm/s





Water leaking out of stuffing box, ~0.28L/min when water pressure is at 150psi. Dilation.



Print 10/05/09 20:11


Embankment Abutment


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4


Lu

geo

ns


7.2

10.6

14.1

10.6

7.2

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-36 of 93


SHEET 12 OF 16


AREA: TEST NO: 13






Take litres 1.80 1.80 1.80 1.80 1.80

3.45 Average Take l/m 1.80 1.80 1.80 1.80 1.80 1.80 0.16



Take litres 19.20 20.80 18.80 20.00 20.10

6.89 Average Take l/m 19.20 20.80 18.80 20.00 20.10 19.78 1.18



Take litres 75.00 74.00 75.00 73.00 74.00

10.20 Average Take l/m 75.00 74.00 75.00 73.00 74.00 74.20 3.38



Take litres 30.00 29.00 29.00 28.00 28.00

6.89 Average Take l/m 30.00 29.00 29.00 28.00 28.00 28.80 1.71



Take litres 2.30 2.30 2.10 2.10 1.30

3.45 Average Take l/m 2.30 2.30 2.10 2.10 1.30 2.02 0.18



DETERMINATION:

MIN Lu= 0.157 MIN k= 1.57E-06

INTERPRETATION cm/s





Water leaking out of stuffing box, ~0.28L/min when water pressure is at 150psi. Dilation.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0


Lu

geo

ns


7.4

10.8

14.1

10.8

7.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-37 of 93


SHEET 13 OF 16


AREA: TEST NO: 14






Take litres 2.20 2.20 2.20 2.20 2.10

3.45 Average Take l/m 2.20 2.20 2.20 2.20 2.10 2.18 0.19



Take litres 32.00 32.00 32.00 32.00 32.00

6.89 Average Take l/m 32.00 32.00 32.00 32.00 32.00 32.00 1.90



Take litres 68.00 68.00 68.00 68.00 68.00

10.20 Average Take l/m 68.00 68.00 68.00 68.00 68.00 68.00 3.10



Take litres 33.00 32.00 32.00 31.00 31.00

6.89 Average Take l/m 33.00 32.00 32.00 31.00 31.00 31.80 1.89



Take litres 4.40 4.40 3.70 3.70 3.60

3.45 Average Take l/m 4.40 4.40 3.70 3.70 3.60 3.96 0.35



DETERMINATION:

MIN Lu= 0.190 MIN k= 1.90E-06

INTERPRETATION cm/s





Water leaking out of stuffing box, ~0.25L/min when water pressure is at 150psi.



Print 10/05/09 20:11


Embankment Abutment


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5


Lu

geo

ns


7.4

10.8

14.1

10.8

7.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-38 of 93


SHEET 14 OF 16


AREA: TEST NO: 15






Take litres 15.00 16.00 16.00 15.00 16.00

3.45 Average Take l/m 15.00 16.00 16.00 15.00 16.00 15.60 1.14



Take litres 38.00 39.00 40.00 40.00 40.00

6.62 Average Take l/m 38.00 39.00 40.00 40.00 40.00 39.40 2.12



Take litres 62.00 61.00 60.00 60.00 62.00

10.27 Average Take l/m 62.00 61.00 60.00 60.00 62.00 61.00 2.51



Take litres 48.00 46.00 46.00 46.00 46.00

6.89 Average Take l/m 48.00 46.00 46.00 46.00 46.00 46.40 2.44



Take litres 16.00 14.00 16.00 15.00 15.00

3.45 Average Take l/m 16.00 14.00 16.00 15.00 15.00 15.20 1.11



DETERMINATION:

MIN Lu= 1.112 MIN k= 1.11E-05

INTERPRETATION cm/s







KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.5

1.0

1.5

2.0

2.5

3.0


Lu

geo

ns


8.8

12.0

15.6

12.2

8.8

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-39 of 93


SHEET 15 OF 16


AREA: TEST NO: 16






Take litres 17.00 16.00 16.00 16.00 16.00

3.59 Average Take l/m 17.00 16.00 16.00 16.00 16.00 16.20 1.38



Take litres 21.00 22.00 21.00 19.00 20.00

6.89 Average Take l/m 21.00 22.00 21.00 19.00 20.00 20.60 1.22



Take litres 26.00 26.00 24.00 25.00 24.00

10.34 Average Take l/m 26.00 26.00 24.00 25.00 24.00 25.00 1.12



Take litres 18.00 18.00 18.00 18.00 18.00

6.89 Average Take l/m 18.00 18.00 18.00 18.00 18.00 18.00 1.06



Take litres 10.00 13.00 13.00 12.00 12.00

3.45 Average Take l/m 10.00 13.00 13.00 12.00 12.00 12.00 1.04



DETERMINATION:

MIN Lu= 1.038 MIN k= 1.04E-05

INTERPRETATION cm/s






Void Filling.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6


Lu

geo

ns


7.6

10.9

14.3

10.9

7.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-40 of 93


SHEET 16 OF 16


AREA: TEST NO: 18






Take litres 9.00 8.50 8.50 9.00 8.50

3.45 Average Take l/m 9.00 8.50 8.50 9.00 8.50 8.70 0.94



Take litres 13.50 13.50 13.00 13.00 13.00

6.89 Average Take l/m 13.50 13.50 13.00 13.00 13.00 13.20 0.97



Take litres 21.00 21.00 21.00 20.00 21.00

10.34 Average Take l/m 21.00 21.00 21.00 20.00 21.00 20.80 1.16



Take litres 13.50 13.50 13.50 13.50 14.00

6.89 Average Take l/m 13.50 13.50 13.50 13.50 14.00 13.60 1.00



Take litres 9.00 9.00 8.50 8.50 9.00

3.45 Average Take l/m 9.00 9.00 8.50 8.50 9.00 8.80 0.95



DETERMINATION:

MIN Lu= 0.938 MIN k= 9.38E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter in m3, double packer system used. Water leaking out of stuffing box, ~0.25L/min when water pressure is at 150psi.


KITSAULT

Embankment Abutment


Print 10/05/09 20:11

101-343/3 K09-03GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4


Lu

geo

ns


7.4

10.9

14.3

10.9

7.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 5.00 10.00 15.00 20.00 25.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-41 of 93

M:\1\01\00343\03\A\Data\2009 SI Program\2009 WMF SI\Kitsault WMF SI 2009\K09-04GT\Completed and Reviewed by LS\[K09-04GT Packer Test.xls]1 Rev'd 08/11/09

SHEET 1 OF 6


AREA: TEST NO: 1






Take litres 0.10 0.00 0.10 0.00 0.10

0.45 Average Take l/m 0.10 0.00 0.10 0.00 0.10 0.06 0.03



Take litres 0.30 0.20 0.30 0.30 0.20

0.66 Average Take l/m 0.30 0.20 0.30 0.30 0.20 0.26 0.13



Take litres 0.50 0.60 0.40 0.60 0.30

0.97 Average Take l/m 0.50 0.60 0.40 0.60 0.30 0.48 0.19



Take litres 0.10 0.10 0.30 0.30 0.10

0.66 Average Take l/m 0.10 0.10 0.30 0.30 0.10 0.18 0.09



Take litres 0.00 0.10 0.10 0.00 0.20

0.45 Average Take l/m 0.00 0.10 0.10 0.00 0.20 0.08 0.05



DETERMINATION:

MIN Lu= 0.035 MIN k= 3.48E-07

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:HW casing is installed to ~24'. Double packer system used.

No leakage observed at stuffing box.

TEST BY: BDP REVIEWED BY: LS


Print 10/05/09 21:20


Open Pit Area


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2


Lu

geo

ns


1.1

1.3

1.6

1.3

1.1

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

0.00 0.10 0.20 0.30 0.40 0.50 0.60

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11AUG'09 ISSUED WITH REPORT 101-343/3 BP LS KJB


B1-42 of 93


SHEET 2 OF 6


AREA: TEST NO: 2






Take litres 0.60 0.40 0.50 0.50 0.20

0.81 Average Take l/m 0.60 0.40 0.50 0.50 0.20 0.44 0.18



Take litres 1.00 0.70 1.00 0.60 0.70

1.61 Average Take l/m 1.00 0.70 1.00 0.60 0.70 0.80 0.21



Take litres 1.20 1.10 1.00 1.20 1.00

2.41 Average Take l/m 1.20 1.10 1.00 1.20 1.00 1.10 0.21



Take litres 0.50 0.50 0.50 0.50 0.50

1.61 Average Take l/m 0.50 0.50 0.50 0.50 0.50 0.50 0.13



Take litres 0.10 0.10 0.10 0.00 0.00

0.81 Average Take l/m 0.10 0.10 0.10 0.00 0.00 0.06 0.02



DETERMINATION:

MIN Lu= 0.024 MIN k= 2.40E-07

INTERPRETATION cm/s






TEST BY: BP, MW REVIEWED BY: LS

KITSAULT

Open Pit Area


Print 10/05/09 21:20

101-343/3 K09-04GT


0.0

0.1

0.1

0.2

0.2

0.3


Lu

geo

ns


1.5

2.3

3.1

2.3

1.5

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 0.20 0.40 0.60 0.80 1.00 1.20

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11AUG'09 ISSUED WITH REPORT 101-343/3 BP LS KJB


B1-43 of 93


SHEET 3 OF 6


AREA: TEST NO: 3






Take litres 50.00 50.00 50.00 52.00 52.00

1.45 Average Take l/m 50.00 50.00 50.00 52.00 52.00 50.80 13.13



Take litres 93.00 92.00 92.00 94.00 92.00

2.83 Average Take l/m 93.00 92.00 92.00 94.00 92.00 92.60 14.88



Take litres 124.00 122.00 122.00 120.00 122.00

4.27 Average Take l/m 124.00 122.00 122.00 120.00 122.00 122.00 14.03



Take litres 90.00 91.00 92.00 90.00 92.00

2.83 Average Take l/m 90.00 91.00 92.00 90.00 92.00 91.00 14.62



Take litres 56.00 56.00 57.00 56.00 56.00

1.45 Average Take l/m 56.00 56.00 57.00 56.00 56.00 56.20 14.53



DETERMINATION:

MIN Lu= 13.131 MIN k= 1.31E-04

INTERPRETATION cm/s





Some leakage abserved at highest pressure only.

TEST BY: CD REVIEWED BY: LS


Print 10/05/09 21:20


Open Pit Area


12.0

12.5

13.0

13.5

14.0

14.5

15.0

15.5


Lu

geo

ns


2.3

3.6

5.1

3.6

2.3

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11AUG'09 ISSUED WITH REPORT 101-343/3 CD LS KJB


B1-44 of 93


SHEET 4 OF 6


AREA: TEST NO: 4






Take litres 0.00 0.00 0.00 0.00 0.00

2.00 Average Take l/m 0.00 0.00 0.00 0.00 0.00 0.00 0.00



Take litres 0.70 0.50 1.00 0.90 1.00

4.00 Average Take l/m 0.70 0.50 1.00 0.90 1.00 0.82 0.09



Take litres 1.50 1.50 1.50 1.50 1.50

6.00 Average Take l/m 1.50 1.50 1.50 1.50 1.50 1.50 0.12



Take litres 0.50 0.70 0.80 0.50 0.70

4.00 Average Take l/m 0.50 0.70 0.80 0.50 0.70 0.64 0.07



Take litres 0.50 0.30 0.40 0.40 0.40

2.00 Average Take l/m 0.50 0.30 0.40 0.40 0.40 0.40 0.07



DETERMINATION:

MIN Lu= 0.000 MIN k= 0.00E+00

INTERPRETATION cm/s





Some leakage abserved at highest pressure only.


KITSAULT

Open Pit Area


Print 10/05/09 21:20

101-343/3 K09-04GT


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1


Lu

geo

ns


3.3

5.3

7.3

5.3

3.3

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-45 of 93


SHEET 5 OF 6


AREA: TEST NO: 5






Take litres 1.80 0.90 0.90 1.00 1.00

2.69 Average Take l/m 1.80 0.90 0.90 1.00 1.00 1.12 0.20



Take litres 2.50 1.60 1.70 1.30 1.00

5.52 Average Take l/m 2.50 1.60 1.70 1.30 1.00 1.62 0.17



Take litres 1.80 1.60 1.70 1.50 1.50

8.14 Average Take l/m 1.80 1.60 1.70 1.50 1.50 1.62 0.12



Take litres 1.00 0.90 0.90 1.10 0.90

5.38 Average Take l/m 1.00 0.90 0.90 1.10 0.90 0.96 0.10



Take litres 0.40 0.50 0.30 0.50 0.40

2.76 Average Take l/m 0.40 0.50 0.30 0.50 0.40 0.42 0.07



DETERMINATION:

MIN Lu= 0.073 MIN k= 7.31E-07

INTERPRETATION cm/s





Some leakage observed from stuffing box. Rate is <0.5 L/min.



Print 10/05/09 21:20


Open Pit Area


0.0

0.1

0.1

0.2

0.2

0.3


Lu

geo

ns


4.0

6.9

9.5

6.7

4.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80

Q (l/m)

Pre

ss

ure

(B

ars

)


0 12AUG'09 ISSUED WITH REPORT 101-343/3 BDP LS KJB


B1-46 of 93


SHEET 6 OF 6


AREA: TEST NO: 6






Take litres 0.00 0.10 0.20 0.40 0.40

3.45 Average Take l/m 0.00 0.10 0.20 0.40 0.40 0.22 0.03



Take litres 0.90 0.50 0.50 0.50 0.50

6.89 Average Take l/m 0.90 0.50 0.50 0.50 0.50 0.58 0.04



Take litres 0.90 0.60 0.60 0.80 0.70

10.34 Average Take l/m 0.90 0.60 0.60 0.80 0.70 0.72 0.04



Take litres 0.50 300.70 -299.60 0.50 0.40

6.89 Average Take l/m 0.50 300.70 -299.60 0.50 0.40 0.50 0.04



Take litres 0.20 0.20 0.40 0.20 0.10

3.45 Average Take l/m 0.20 0.20 0.40 0.20 0.10 0.22 0.03



DETERMINATION:

MIN Lu= 0.027 MIN k= 2.69E-07

INTERPRETATION cm/s





Water level not measured, assumed 13.3 m, same as last test.


KITSAULT

Open Pit Area


Print 10/05/09 21:20

101-343/3 K09-04GT


0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0


Lu

geo

ns


4.8

8.2

11.7

8.2

4.8

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-47 of 93


SHEET 1 OF 1


AREA: TEST NO: 1






Take litres 0.00 0.00 0.00 0.00 0.00

1.10 Average Take l/m 0.00 0.00 0.00 0.00 0.00 0.00 0.00



Take litres 0.50 0.10 0.40 0.30 0.20

2.14 Average Take l/m 0.50 0.10 0.40 0.30 0.20 0.30 0.05



Take litres 0.60 0.50 0.60 0.60 0.60

3.24 Average Take l/m 0.60 0.50 0.60 0.60 0.60 0.58 0.08



Take litres 0.40 0.40 0.30 0.30 0.40

2.14 Average Take l/m 0.40 0.40 0.30 0.30 0.40 0.36 0.06



Take litres 0.00 0.00 0.00 0.00 0.00

1.10 Average Take l/m 0.00 0.00 0.00 0.00 0.00 0.00 0.00



DETERMINATION:

MIN Lu= 0.000 MIN k= 0.00E+00

INTERPRETATION cm/s







KITSAULT

Initial Primary Crusher Location


Print 10/05/09 19:59

101-343/3 K09-05GT


0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1


Lu

geo

ns


2.9

3.9

5.0

3.9

2.9

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-48 of 93


SHEET 1 OF 6


AREA: TEST NO: 1






Take litres 6.70 6.20 6.00 5.10 5.20

0.28 Average Take l/m 6.70 6.20 6.00 5.10 5.20 5.84 11.64



Take litres 25.00 18.00 14.20 14.10 13.90

0.55 Average Take l/m 25.00 18.00 14.20 14.10 13.90 17.04 19.18



Take litres 25.50 23.50 23.00 22.50 22.50

0.83 Average Take l/m 25.50 23.50 23.00 22.50 22.50 23.40 18.35



Take litres 8.90 8.30 8.70 8.60 8.50

0.55 Average Take l/m 8.90 8.30 8.70 8.60 8.50 8.60 9.68



Take litres 6.90 6.00 5.10 6.00 6.10

0.28 Average Take l/m 6.90 6.00 5.10 6.00 6.10 6.02 12.00



DETERMINATION:

MIN Lu= 9.679 MIN k= 9.68E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:HW casing is installed to 14'. Double packer system used.

No leakage observed at stuff box. After second interval at P2, water ovserved flowing backwards through flow meter, turned down pump and dissipated excess back pressure and then continued test.



Print 10/05/09 21:24


Plant Site


0.0

5.0

10.0

15.0

20.0

25.0


Lu

geo

ns


0.4

0.6

0.9

0.6

0.4

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

0.00 5.00 10.00 15.00 20.00 25.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-49 of 93


SHEET 2 OF 6


AREA: TEST NO: 2






Take litres 22.00 22.00 22.00 21.00 22.00

0.57 Average Take l/m 22.00 22.00 22.00 21.00 22.00 21.80 16.20



Take litres 56.00 55.00 53.00 53.00 53.00

1.14 Average Take l/m 56.00 55.00 53.00 53.00 53.00 54.00 21.68



Take litres 67.00 68.00 67.00 68.00 67.00

1.72 Average Take l/m 67.00 68.00 67.00 68.00 67.00 67.40 18.37



Take litres 25.00 31.00 33.00 32.00 33.00

1.14 Average Take l/m 25.00 31.00 33.00 32.00 33.00 30.80 12.37



Take litres 37.00 37.00 37.00 35.00 36.00

0.57 Average Take l/m 37.00 37.00 37.00 35.00 36.00 36.40 27.05



DETERMINATION:

MIN Lu= 12.368 MIN k= 1.24E-04

INTERPRETATION cm/s







KITSAULT

Plant Site


Print 10/05/09 21:24

101-343/3 K09-06GT


0.0

5.0

10.0

15.0

20.0

25.0

30.0


Lu

geo

ns


0.7

1.2

1.8

1.2

0.7

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-50 of 93


SHEET 3 OF 6


AREA: TEST NO: 3






Take litres 1.50 1.30 1.20 1.00 1.00

1.37 Average Take l/m 1.50 1.30 1.20 1.00 1.00 1.20 0.52



Take litres 1.50 1.20 1.30 1.40 1.10

2.73 Average Take l/m 1.50 1.20 1.30 1.40 1.10 1.30 0.31



Take litres 1.80 1.70 1.70 1.80 1.60

4.14 Average Take l/m 1.80 1.70 1.70 1.80 1.60 1.72 0.28



Take litres 1.30 0.90 1.00 1.00 0.90

2.73 Average Take l/m 1.30 0.90 1.00 1.00 0.90 1.02 0.24



Take litres 0.50 0.70 0.70 0.40 0.70

1.37 Average Take l/m 0.50 0.70 0.70 0.40 0.70 0.60 0.26



DETERMINATION:

MIN Lu= 0.242 MIN k= 2.42E-06

INTERPRETATION cm/s








Print 10/05/09 21:24


Plant Site


0.0

0.1

0.2

0.3

0.4

0.5

0.6


Lu

geo

ns


1.6

3.0

4.4

3.0

1.6

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-51 of 93


SHEET 4 OF 6


AREA: TEST NO: 4






Take litres 5.10 5.00 4.90 4.80 4.30

1.79 Average Take l/m 5.10 5.00 4.90 4.80 4.30 4.82 1.29



Take litres 7.20 6.80 6.70 6.70 6.50

3.86 Average Take l/m 7.20 6.80 6.70 6.70 6.50 6.78 0.86



Take litres 7.90 7.60 7.40 7.40 7.40

5.72 Average Take l/m 7.90 7.60 7.40 7.40 7.40 7.54 0.65



Take litres 5.50 5.20 5.50 5.30 5.00

3.86 Average Take l/m 5.50 5.20 5.50 5.30 5.00 5.30 0.67



Take litres 3.80 3.20 3.00 3.70 3.80

1.86 Average Take l/m 3.80 3.20 3.00 3.70 3.80 3.50 0.90



DETERMINATION:

MIN Lu= 0.647 MIN k= 6.47E-06

INTERPRETATION cm/s





Negigible leakage observed at stuffing box.

Some void filling occuring during test based on interpretation of pressure vs. flowplot.


KITSAULT

Plant Site


Print 10/05/09 21:24

101-343/3 K09-06GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4


Lu

geo

ns


1.9

3.9

5.8

3.9

1.9

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-52 of 93


SHEET 5 OF 6


AREA: TEST NO: 5






Take litres 7.50 7.50 7.00 7.00 6.50

2.51 Average Take l/m 7.50 7.50 7.00 7.00 6.50 7.10 1.42



Take litres 12.00 11.50 11.50 10.50 10.50

5.03 Average Take l/m 12.00 11.50 11.50 10.50 10.50 11.20 1.21



Take litres 16.00 15.00 15.00 14.50 14.50

7.62 Average Take l/m 16.00 15.00 15.00 14.50 14.50 15.00 1.09



Take litres 10.50 10.50 10.50 10.50 10.50

5.03 Average Take l/m 10.50 10.50 10.50 10.50 10.50 10.50 1.13



Take litres 6.50 6.50 6.50 7.00 6.00

2.51 Average Take l/m 6.50 6.50 6.50 7.00 6.00 6.50 1.30



DETERMINATION:

MIN Lu= 1.094 MIN k= 1.09E-05

INTERPRETATION cm/s






Pressure fluxtuating between 105 and 115 psi during third test interval. Water level taken after test completed.



Print 10/05/09 21:24


Plant Site


0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6


Lu

geo

ns


2.9

5.4

8.0

5.4

2.9

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-53 of 93


SHEET 6 OF 6


AREA: TEST NO: 6






Take litres 1.80 1.40 1.60 1.40 1.60

3.41 Average Take l/m 1.80 1.40 1.60 1.40 1.60 1.56 0.29



Take litres 2.50 2.30 2.40 2.30 2.30

6.83 Average Take l/m 2.50 2.30 2.40 2.30 2.30 2.36 0.23



Take litres 3.90 3.80 3.60 3.40 3.60

10.34 Average Take l/m 3.90 3.80 3.60 3.40 3.60 3.66 0.24



Take litres 2.50 2.30 2.40 2.30 2.30

6.83 Average Take l/m 2.50 2.30 2.40 2.30 2.30 2.36 0.23



Take litres 1.50 1.50 1.30 1.40 1.60

3.41 Average Take l/m 1.50 1.50 1.30 1.40 1.60 1.46 0.27



DETERMINATION:

MIN Lu= 0.231 MIN k= 2.31E-06

INTERPRETATION cm/s






Water level taken after test completed.


KITSAULT

Plant Site


Print 10/05/09 21:24

101-343/3 K09-06GT


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4


Lu

geo

ns


3.9

7.3

10.8

7.3

3.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-54 of 93

M:\1\01\00343\03\A\Data\2009 SI Program\2009 WMF SI\Kitsault WMF SI 2009\K09-08GT\[K09-08GT Packer Test.xls]1 Rev'd 08/20/09

SHEET 1 OF 6


AREA: TEST NO: 1

13






Take litres 0.10 0.20 1.00 1.00 0.80

0.30 Average Take l/m 0.10 0.20 1.00 1.00 0.80 0.62 0.61



Take litres 1.00 1.00 1.00 1.00 1.00

0.59 Average Take l/m 1.00 1.00 1.00 1.00 1.00 1.00 0.66



Take litres 1.10 1.10 1.10 1.30 1.20

0.90 Average Take l/m 1.10 1.10 1.10 1.30 1.20 1.16 0.57



Take litres 0.80 0.70 0.80 0.80 0.70

0.59 Average Take l/m 0.80 0.70 0.80 0.80 0.70 0.76 0.50



Take litres 0.50 0.20 0.40 0.40 0.30

0.30 Average Take l/m 0.50 0.20 0.40 0.40 0.30 0.36 0.35



DETERMINATION:

MIN Lu= 0.355 MIN k= 3.55E-06

INTERPRETATION cm/s





No leakage observed at stuff box. Void Filling.


KITSAULT

CLARY WASTE DUMP


Print 10/07/09 17:09

101-343/3 K09-08GT


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7


Lu

geo

ns


0.6

0.9

1.2

0.9

0.6

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40

Q (l/m)

Pre

ss

ure

(B

ars

)


0 10OCT'09 ISSUED WITH REPORT 101-343/3 CD LS KJB


B1-55 of 93


SHEET 2 OF 6


AREA: TEST NO: 2

13






Take litres 0.70 1.00 1.10 0.90 1.10

0.83 Average Take l/m 0.70 1.00 1.10 0.90 1.10 0.96 0.57



Take litres -2.30 2.10 2.00 2.50 2.30

1.79 Average Take l/m -2.30 2.10 2.00 2.50 2.30 1.32 0.41



Take litres 3.10 2.90 3.00 3.00 3.90

2.62 Average Take l/m 3.10 2.90 3.00 3.00 3.90 3.18 0.71



Take litres 2.00 2.20 2.00 2.00 2.00

1.86 Average Take l/m 2.00 2.20 2.00 2.00 2.00 2.04 0.62



Take litres 0.90 1.00 0.90 0.80 0.90

0.90 Average Take l/m 0.90 1.00 0.90 0.80 0.90 0.90 0.50



DETERMINATION:

MIN Lu= 0.414 MIN k= 4.14E-06

INTERPRETATION cm/s





No leakage observed at stuff box.



Print 10/07/09 17:09


CLARY WASTE DUMP


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8


Lu

geo

ns


1.1

2.1

2.9

2.1

1.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 10OCT'09 ISSUED WITH REPORT 101-343/3 BDP LS KJB


B1-56 of 93


SHEET 3 OF 6


AREA: TEST NO: 3

13






Take litres 1.00 0.80 0.80 0.50 0.80

1.50 Average Take l/m 1.00 0.80 0.80 0.50 0.80 0.78 0.20



Take litres 1.70 1.30 1.60 1.40 1.10

3.00 Average Take l/m 1.70 1.30 1.60 1.40 1.10 1.42 0.23



Take litres 3.20 2.80 3.70 1.50 2.60

4.55 Average Take l/m 3.20 2.80 3.70 1.50 2.60 2.76 0.32



Take litres 1.20 1.20 1.30 1.30 1.20

3.00 Average Take l/m 1.20 1.20 1.30 1.30 1.20 1.24 0.20



Take litres 0.50 0.50 0.50 0.60 0.60

1.50 Average Take l/m 0.50 0.50 0.50 0.60 0.60 0.54 0.14



DETERMINATION:

MIN Lu= 0.141 MIN k= 1.41E-06

INTERPRETATION cm/s








Print 10/07/09 17:09


CLARY WASTE DUMP


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4


Lu

geo

ns


2.5

4.0

5.5

4.0

2.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-57 of 93


SHEET 4 OF 6


AREA: TEST NO: 4

13






Take litres 3.50 3.20 3.10 2.90 2.30

2.05 Average Take l/m 3.50 3.20 3.10 2.90 2.30 3.00 0.50



Take litres 5.00 4.50 4.30 4.00 3.70

4.10 Average Take l/m 5.00 4.50 4.30 4.00 3.70 4.30 0.47



Take litres 6.00 6.00 5.20 5.80 5.50

6.21 Average Take l/m 6.00 6.00 5.20 5.80 5.50 5.70 0.46



Take litres 3.40 3.40 3.60 3.30 3.50

4.10 Average Take l/m 3.40 3.40 3.60 3.30 3.50 3.44 0.37



Take litres 1.10 1.50 1.60 1.80 1.80

2.05 Average Take l/m 1.10 1.50 1.60 1.80 1.80 1.56 0.26



DETERMINATION:

MIN Lu= 0.259 MIN k= 2.59E-06

INTERPRETATION cm/s







KITSAULT

CLARY WASTE DUMP


Print 10/07/09 17:09

101-343/3 K09-08GT


0.0

0.1

0.2

0.3

0.4

0.5

0.6


Lu

geo

ns


3.9

5.9

8.0

5.9

3.9

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-58 of 93


SHEET 5 OF 6


AREA: TEST NO: 5

13






Take litres 1.40 1.50 1.10 1.00 1.00

2.62 Average Take l/m 1.40 1.50 1.10 1.00 1.00 1.20 0.18



Take litres 1.80 1.60 1.60 1.80 1.40

5.24 Average Take l/m 1.80 1.60 1.60 1.80 1.40 1.64 0.15



Take litres 2.00 2.00 2.00 2.10 1.90

8.00 Average Take l/m 2.00 2.00 2.00 2.10 1.90 2.00 0.13



Take litres 1.30 1.00 1.20 1.10 1.30

5.24 Average Take l/m 1.30 1.00 1.20 1.10 1.30 1.18 0.11



Take litres 0.10 0.50 0.40 0.80 0.40

2.34 Average Take l/m 0.10 0.50 0.40 0.80 0.40 0.44 0.07



DETERMINATION:

MIN Lu= 0.069 MIN k= 6.85E-07

INTERPRETATION cm/s







KITSAULT

CLARY WASTE DUMP


Print 10/07/09 17:09

101-343/3 K09-08GT


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2


Lu

geo

ns


4.4

7.0

9.8

7.0

4.1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 0.50 1.00 1.50 2.00 2.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 22OCT'09 ISSUED WITH REPORT 101-343/3 BDP - -


B1-59 of 93


SHEET 6 OF 6


AREA: TEST NO: 6

13






Take litres 2.80 2.10 2.30 2.50 2.30

3.52 Average Take l/m 2.80 2.10 2.30 2.50 2.30 2.40 0.29



Take litres 3.40 3.40 3.20 3.10 3.20

6.89 Average Take l/m 3.40 3.40 3.20 3.10 3.20 3.26 0.24



Take litres 3.60 3.40 3.60 3.40 3.50

10.00 Average Take l/m 3.60 3.40 3.60 3.40 3.50 3.50 0.19



Take litres 2.70 2.60 2.20 2.50 2.50

7.03 Average Take l/m 2.70 2.60 2.20 2.50 2.50 2.50 0.18



Take litres 1.00 1.50 1.30 1.20 1.30

3.59 Average Take l/m 1.00 1.50 1.30 1.20 1.30 1.26 0.15



DETERMINATION:

MIN Lu= 0.151 MIN k= 1.51E-06

INTERPRETATION cm/s








Print 10/07/09 17:09


CLARY WASTE DUMP


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4


Lu

geo

ns


5.3

8.7

11.8

8.8

5.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-60 of 93


SHEET 1 of 6


AREA: TEST NO: 2






Take litres 3.80 3.20 4.00 3.00 3.00

0.46 Average Take l/m 3.80 3.20 4.00 3.00 3.00 3.40 1.55



Take litres 4.50 4.50 4.40 4.50 4.10

0.91 Average Take l/m 4.50 4.50 4.40 4.50 4.10 4.40 1.43



Take litres 6.00 5.20 5.80 5.80 5.40

1.38 Average Take l/m 6.00 5.20 5.80 5.80 5.40 5.64 1.42



Take litres 4.20 5.30 3.50 4.80 4.20

0.91 Average Take l/m 4.20 5.30 3.50 4.80 4.20 4.40 1.43



Take litres 3.50 4.00 3.50 3.50 3.60

0.46 Average Take l/m 3.50 4.00 3.50 3.50 3.60 3.62 1.65



DETERMINATION:

MIN Lu= 1.419 MIN k= 1.42E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:HW casing is installed to 14.5'. Double packer system used.




Print 10/05/09 21:28


Primary Crusher (Second Proposed Location)


1.3

1.4

1.4

1.5

1.5

1.6

1.6

1.7

1.7


Lu

geo

ns


1.1

1.6

2.1

1.6

1.1

0.0

0.5

1.0

1.5

2.0

2.5

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-61 of 93


SHEET 2 of 6


AREA: TEST NO: 3






Take litres 1.00 1.50 1.00 1.00 1.00

1.14 Average Take l/m 1.00 1.50 1.00 1.00 1.00 1.10 0.32



Take litres 1.00 1.30 1.00 1.20 1.00

2.28 Average Take l/m 1.00 1.30 1.00 1.20 1.00 1.10 0.21



Take litres 1.80 1.40 1.60 1.30 1.20

3.45 Average Take l/m 1.80 1.40 1.60 1.30 1.20 1.46 0.21



Take litres 1.20 1.30 1.30 1.10 1.30

2.28 Average Take l/m 1.20 1.30 1.30 1.10 1.30 1.24 0.24



Take litres 1.00 1.10 1.00 1.00 1.10

1.14 Average Take l/m 1.00 1.10 1.00 1.00 1.10 1.04 0.30



DETERMINATION:

MIN Lu= 0.207 MIN k= 2.07E-06

INTERPRETATION cm/s


INTERPRETATION 1 LAMINAR NOTYPE OF FLOW: 2 TURBULENT Yes



Leakage observed at stuffing box throughout test.

Water level continuously rising when taken.


KITSAULT



Print 10/05/09 21:28

101-343/3 K09-09GT


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4


Lu

geo

ns


2.2

3.4

4.5

3.4

2.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-62 of 93


SHEET 3 of 6


AREA: TEST NO: 4






Take litres 2.50 2.00 2.10 2.10 1.90

1.71 Average Take l/m 2.50 2.00 2.10 2.10 1.90 2.12 0.60



Take litres 46.00 43.00 44.00 44.00 42.00

3.41 Average Take l/m 46.00 43.00 44.00 44.00 42.00 43.80 7.05



Take litres 66.00 62.00 63.00 60.00 59.00

5.17 Average Take l/m 66.00 62.00 63.00 60.00 59.00 62.00 6.93



Take litres 47.00 48.00 48.00 47.00 46.00

3.41 Average Take l/m 47.00 48.00 48.00 47.00 46.00 47.20 7.60



Take litres 34.50 34.50 34.00 35.00 34.00

1.71 Average Take l/m 34.50 34.50 34.00 35.00 34.00 34.40 9.66



DETERMINATION:

MIN Lu= 0.596 MIN k= 5.96E-06

INTERPRETATION cm/s





No leakage observed at stuffing box throughout test.



Print 10/05/09 21:28




0.0

2.0

4.0

6.0

8.0

10.0

12.0


Lu

geo

ns


2.3

4.0

5.8

4.0

2.3

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-63 of 93


SHEET 4 of 6


AREA: TEST NO: 5






Take litres 3.40 2.60 2.80 2.30 2.40

2.28 Average Take l/m 3.40 2.60 2.80 2.30 2.40 2.70 0.59



Take litres 3.90 3.40 3.20 3.50 3.10

4.55 Average Take l/m 3.90 3.40 3.20 3.50 3.10 3.42 0.42



Take litres 6.10 5.40 5.00 5.00 5.10

6.89 Average Take l/m 6.10 5.40 5.00 5.00 5.10 5.32 0.45



Take litres 3.50 3.30 3.20 3.00 3.20

4.55 Average Take l/m 3.50 3.30 3.20 3.00 3.20 3.24 0.40



Take litres 1.90 1.90 2.10 2.00 2.00

2.21 Average Take l/m 1.90 1.90 2.10 2.00 2.00 1.98 0.44



DETERMINATION:

MIN Lu= 0.398 MIN k= 3.98E-06

INTERPRETATION cm/s








Print 10/05/09 21:28




0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7


Lu

geo

ns


3.0

5.2

7.6

5.2

2.9

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-64 of 93


SHEET 5 of 6


AREA: TEST NO: 6






Take litres 1.70 1.30 1.70 1.30 1.60

2.84 Average Take l/m 1.70 1.30 1.70 1.30 1.60 1.52 0.34



Take litres 2.50 2.60 2.70 2.20 2.20

5.69 Average Take l/m 2.50 2.60 2.70 2.20 2.20 2.44 0.31



Take litres 4.50 4.30 4.20 4.00 4.00

8.62 Average Take l/m 4.50 4.30 4.20 4.00 4.00 4.20 0.36



Take litres 2.70 3.00 2.60 2.50 2.80

5.69 Average Take l/m 2.70 3.00 2.60 2.50 2.80 2.72 0.34



Take litres 1.70 1.40 1.90 1.40 1.60

2.84 Average Take l/m 1.70 1.40 1.90 1.40 1.60 1.60 0.36



DETERMINATION:

MIN Lu= 0.306 MIN k= 3.06E-06

INTERPRETATION cm/s






Water level rising when taken.


KITSAULT



Print 10/05/09 21:28

101-343/3 K09-09GT


0.27

0.28

0.29

0.30

0.31

0.32

0.33

0.34

0.35

0.36

0.37


Lu

geo

ns


3.5

6.4

9.3

6.4

3.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-65 of 93


SHEET 6 of 6


AREA: TEST NO: 7






Take litres 3.00 2.20 2.60 2.20 2.40

3.41 Average Take l/m 3.00 2.20 2.60 2.20 2.40 2.48 0.48



Take litres 4.30 3.80 3.80 3.50 3.60

6.83 Average Take l/m 4.30 3.80 3.80 3.50 3.60 3.80 0.40



Take litres 8.00 7.50 7.20 6.80 6.60

10.34 Average Take l/m 8.00 7.50 7.20 6.80 6.60 7.22 0.52



Take litres 5.00 4.80 4.70 4.50 5.00

6.83 Average Take l/m 5.00 4.80 4.70 4.50 5.00 4.80 0.51



Take litres 2.30 4.30 2.90 3.40 3.10

3.41 Average Take l/m 2.30 4.30 2.90 3.40 3.10 3.20 0.62



DETERMINATION:

MIN Lu= 0.404 MIN k= 4.04E-06

INTERPRETATION cm/s






Water level rising when taken.



Print 10/05/09 21:28




0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70


Lu

geo

ns


4.1

7.5

11.0

7.5

4.1

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-66 of 93


SHEET 1 of 6


AREA: TEST NO: 1






Take litres 0.80 0.70 0.80 1.00 1.00

0.21 Average Take l/m 0.80 0.70 0.80 1.00 1.00 0.86 0.74



Take litres 7.30 6.70 5.80 5.50 5.50

0.41 Average Take l/m 7.30 6.70 5.80 5.50 5.50 6.16 4.33



Take litres 8.00 8.00 7.50 8.00 8.00

0.62 Average Take l/m 8.00 8.00 7.50 8.00 8.00 7.90 4.67



Take litres 4.00 4.00 3.90 4.10 4.00

0.41 Average Take l/m 4.00 4.00 3.90 4.10 4.00 4.00 2.81



Take litres 2.10 2.00 2.10 2.10 2.20

0.28 Average Take l/m 2.10 2.00 2.10 2.10 2.20 2.10 1.69



DETERMINATION:

MIN Lu= 0.744 MIN k= 7.44E-06

INTERPRETATION cm/s






Pressure gauge limited to pressures above 3 psi. Results for first stage of test are suspect.



Print 10/07/09 21:27


TAILINGS MANAGEMENT FACILITY


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0


Lu

geo

ns


0.9

1.1

1.3

1.1

1.0

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-67 of 93


SHEET 2 of 6


AREA: TEST NO: 2






Take litres 26.00 25.50 25.50 24.50 25.50

0.71 Average Take l/m 26.00 25.50 25.50 24.50 25.50 25.40 14.33



Take litres 35.00 38.00 37.00 36.00 36.00

1.41 Average Take l/m 35.00 38.00 37.00 36.00 36.00 36.40 12.68



Take litres 39.00 38.00 38.00 36.50 36.50

2.14 Average Take l/m 39.00 38.00 38.00 36.50 36.50 37.60 9.40



Take litres 27.50 28.00 28.00 26.50 30.00

1.41 Average Take l/m 27.50 28.00 28.00 26.50 30.00 28.00 9.76



Take litres 17.00 18.00 17.50 17.00 17.50

0.71 Average Take l/m 17.00 18.00 17.50 17.00 17.50 17.40 9.81



DETERMINATION:

MIN Lu= 9.401 MIN k= 9.40E-05

INTERPRETATION cm/s






Pressure steadily increasing during second interval.


KITSAULT



Print 10/07/09 21:27

101-343/3 K09-10GT


0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0


Lu

geo

ns


1.1

1.8

2.6

1.8

1.1

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-68 of 93


SHEET 3 of 6


AREA: TEST NO: 3






Take litres 38.00 37.00 37.00 36.00 36.00

1.25 Average Take l/m 38.00 37.00 37.00 36.00 36.00 36.80 12.32



Take litres 52.00 54.00 50.00 51.00 52.00

2.50 Average Take l/m 52.00 54.00 50.00 51.00 52.00 51.80 10.54



Take litres 65.00 61.00 60.00 59.00 59.00

3.79 Average Take l/m 65.00 61.00 60.00 59.00 59.00 60.80 8.81



Take litres 45.00 44.00 44.00 45.00 45.00

2.50 Average Take l/m 45.00 44.00 44.00 45.00 45.00 44.60 9.07



Take litres 30.50 30.50 29.00 31.00 30.00

1.25 Average Take l/m 30.50 30.50 29.00 31.00 30.00 30.20 10.11



DETERMINATION:

MIN Lu= 8.806 MIN k= 8.81E-05

INTERPRETATION cm/s






Water level rising when taken



Print 10/07/09 21:27




0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0


Lu

geo

ns


1.9

3.2

4.5

3.2

1.9

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-69 of 93


SHEET 4 of 6


AREA: TEST NO: 4






Take litres 20.00 20.00 20.00 20.00 19.00

1.82 Average Take l/m 20.00 20.00 20.00 20.00 19.00 19.80 5.02



Take litres 29.50 28.50 28.00 28.00 27.00

3.64 Average Take l/m 29.50 28.50 28.00 28.00 27.00 28.20 4.16



Take litres 39.00 37.50 37.50 37.00 36.00

5.52 Average Take l/m 39.00 37.50 37.50 37.00 36.00 37.40 3.86



Take litres 30.00 29.00 29.00 30.00 30.00

3.64 Average Take l/m 30.00 29.00 29.00 30.00 30.00 29.60 4.37



Take litres 22.00 21.00 21.00 21.00 22.00

1.82 Average Take l/m 22.00 21.00 21.00 21.00 22.00 21.40 5.43



DETERMINATION:

MIN Lu= 3.860 MIN k= 3.86E-05

INTERPRETATION cm/s






Water level rising when taken


KITSAULT



Print 10/07/09 21:27

101-343/3 K09-10GT


0.0

1.0

2.0

3.0

4.0

5.0

6.0


Lu

geo

ns


2.5

4.4

6.2

4.4

2.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-70 of 93


SHEET 5 of 6


AREA: TEST NO: 5






Take litres 3.00 2.90 2.30 2.60 2.60

2.41 Average Take l/m 3.00 2.90 2.30 2.60 2.60 2.68 0.54



Take litres 5.00 5.00 5.00 5.00 5.00

4.90 Average Take l/m 5.00 5.00 5.00 5.00 5.00 5.00 0.57



Take litres 7.00 7.00 6.50 7.00 6.00

7.24 Average Take l/m 7.00 7.00 6.50 7.00 6.00 6.70 0.54



Take litres 3.10 3.40 3.00 3.50 3.00

4.76 Average Take l/m 3.10 3.40 3.00 3.50 3.00 3.20 0.37



Take litres 1.40 1.40 1.40 1.50 1.50

2.34 Average Take l/m 1.40 1.40 1.40 1.50 1.50 1.44 0.30



DETERMINATION:

MIN Lu= 0.296 MIN k= 2.96E-06

INTERPRETATION cm/s






Took some time for pressure to equalize between test steps


KITSAULT



Print 10/07/09 21:27

101-343/3 K09-10GT


0.0

0.1

0.2

0.3

0.4

0.5

0.6


Lu

geo

ns


3.2

5.7

8.0

5.5

3.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-71 of 93


SHEET 6 of 6


AREA: TEST NO: 6






Take litres 5.50 5.10 4.90 4.80 4.60

3.45 Average Take l/m 5.50 5.10 4.90 4.80 4.60 4.98 0.54



Take litres 8.50 8.40 8.10 8.00 8.00

6.89 Average Take l/m 8.50 8.40 8.10 8.00 8.00 8.20 0.49



Take litres 14.00 15.00 18.00 17.00 16.50

10.34 Average Take l/m 14.00 15.00 18.00 17.00 16.50 16.10 0.67



Take litres 8.00 7.50 7.50 7.50 7.50

6.89 Average Take l/m 8.00 7.50 7.50 7.50 7.50 7.60 0.45



Take litres 5.50 4.90 5.10 5.00 5.00

3.45 Average Take l/m 5.50 4.90 5.10 5.00 5.00 5.10 0.55



DETERMINATION:

MIN Lu= 0.455 MIN k= 4.55E-06

INTERPRETATION cm/s






Pressure fluctuating during test.

TEST BY: BDP/CD REVIEWED BY: LS


Print 10/07/09 21:27




0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7


Lu

geo

ns


4.3

7.7

11.2

7.7

4.3

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00

Q (l/m)

Pre

ss

ure

(B

ars

)


0 10OCT'09 ISSUED WITH REPORT 101-343/3 BDP/CD LS KJB


B1-72 of 93

C:\Documents and Settings\lshannon\Desktop\[K09-11GT Packer Test.xls]1 Rev'd 08/29/09

SHEET 1 of 6


AREA: TEST NO: 1






Take litres 10.50 10.50 9.50 9.50 8.00

0.23 Average Take l/m 10.50 10.50 9.50 9.50 8.00 9.60 17.35



Take litres 12.50 12.00 12.00 11.50 12.00

0.46 Average Take l/m 12.50 12.00 12.00 11.50 12.00 12.00 13.76



Take litres 16.00 14.00 15.00 15.00 14.50

0.69 Average Take l/m 16.00 14.00 15.00 15.00 14.50 14.90 12.40



Take litres 9.50 9.50 8.50 10.50 9.50

0.46 Average Take l/m 9.50 9.50 8.50 10.50 9.50 9.50 10.89



Take litres 6.00 6.00 6.00 6.50 6.50

0.23 Average Take l/m 6.00 6.00 6.00 6.50 6.50 6.20 11.21



DETERMINATION:

MIN Lu= 10.890 MIN k= 1.09E-04

INTERPRETATION cm/s






Water level taken after test.



Print 10/08/09 14:51




0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0


Lu

geo

ns


0.4

0.6

0.9

0.6

0.4

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-73 of 93


SHEET 2 of 6


AREA: TEST NO: 2






Take litres 4.50 4.40 4.60 4.00 4.50

0.90 Average Take l/m 4.50 4.40 4.60 4.00 4.50 4.40 2.11



Take litres 6.50 8.60 7.70 7.70 7.50

1.65 Average Take l/m 6.50 8.60 7.70 7.70 7.50 7.60 2.29



Take litres 11.00 12.00 10.00 10.50 10.50

2.41 Average Take l/m 11.00 12.00 10.00 10.50 10.50 10.80 2.38



Take litres 6.90 6.60 6.70 7.10 6.80

1.65 Average Take l/m 6.90 6.60 6.70 7.10 6.80 6.82 2.06



Take litres 3.00 3.10 3.40 3.30 3.30

0.83 Average Take l/m 3.00 3.10 3.40 3.30 3.30 3.22 1.63



DETERMINATION:

MIN Lu= 1.630 MIN k= 1.63E-05

INTERPRETATION cm/s






Water level taken pior to test, but is influenced by drilling. Water level rising when taken.


KITSAULT



Print 10/08/09 14:51

101-343/3 K09-11GT


0.0

0.5

1.0

1.5

2.0

2.5


Lu

geo

ns


1.3

2.0

2.8

2.0

1.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-74 of 93


SHEET 3 of 6


AREA: TEST NO: 3






Take litres 3.00 2.50 2.50 2.50 2.40

1.38 Average Take l/m 3.00 2.50 2.50 2.50 2.40 2.58 0.90



Take litres 3.90 3.60 3.50 3.30 3.20

2.76 Average Take l/m 3.90 3.60 3.50 3.30 3.20 3.50 0.69



Take litres 5.50 5.00 5.00 5.00 4.80

4.14 Average Take l/m 5.50 5.00 5.00 5.00 4.80 5.06 0.69



Take litres 3.00 3.00 3.00 3.00 3.00

2.69 Average Take l/m 3.00 3.00 3.00 3.00 3.00 3.00 0.60



Take litres 1.00 1.30 1.20 1.30 1.10

1.31 Average Take l/m 1.00 1.30 1.20 1.30 1.10 1.18 0.43



DETERMINATION:

MIN Lu= 0.428 MIN k= 4.28E-06

INTERPRETATION cm/s









Print 10/08/09 14:51




0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0


Lu

geo

ns


1.8

3.2

4.5

3.1

1.7

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-75 of 93


SHEET 4 of 6


AREA: TEST NO: 4






Take litres 1.50 1.30 1.20 1.00 1.10

1.93 Average Take l/m 1.50 1.30 1.20 1.00 1.10 1.22 0.18



Take litres 1.30 1.30 1.20 1.00 1.00

3.87 Average Take l/m 1.30 1.30 1.20 1.00 1.00 1.16 0.12



Take litres 1.50 1.80 1.40 1.60 1.50

5.86 Average Take l/m 1.50 1.80 1.40 1.60 1.50 1.56 0.12



Take litres 1.00 1.20 1.00 1.30 1.00

3.87 Average Take l/m 1.00 1.20 1.00 1.30 1.00 1.10 0.11



Take litres 0.80 0.40 0.80 0.80 0.50

1.93 Average Take l/m 0.80 0.40 0.80 0.80 0.50 0.66 0.10



DETERMINATION:

MIN Lu= 0.097 MIN k= 9.71E-07

INTERPRETATION cm/s







KITSAULT



Print 10/08/09 14:51

101-343/3 K09-11GT


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2


Lu

geo

ns


4.4

6.3

8.3

6.3

4.4

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-76 of 93


SHEET 5 of 6


AREA: TEST NO: 5






Take litres 7.00 7.00 6.50 6.00 6.00

2.50 Average Take l/m 7.00 7.00 6.50 6.00 6.00 6.50 1.48



Take litres 10.50 9.50 9.50 10.00 10.00

5.01 Average Take l/m 10.50 9.50 9.50 10.00 10.00 9.90 1.19



Take litres 14.00 13.00 12.00 12.00 11.50

7.58 Average Take l/m 14.00 13.00 12.00 12.00 11.50 12.50 1.02



Take litres 9.00 9.00 9.00 8.00 9.00

5.01 Average Take l/m 9.00 9.00 9.00 8.00 9.00 8.80 1.06



Take litres 5.50 5.50 6.00 5.50 5.80

2.50 Average Take l/m 5.50 5.50 6.00 5.50 5.80 5.66 1.29



DETERMINATION:

MIN Lu= 1.016 MIN k= 1.02E-05

INTERPRETATION cm/s






Water level taken after test.



Print 10/08/09 14:51




0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6


Lu

geo

ns


2.8

5.3

7.9

5.3

2.8

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-77 of 93


SHEET 6 of 6


AREA: TEST NO: 6






Take litres 7.60 7.40 7.50 7.50 7.70

3.10 Average Take l/m 7.60 7.40 7.50 7.50 7.70 7.54 1.15



Take litres 9.70 9.20 9.60 9.50 9.20

6.07 Average Take l/m 9.70 9.20 9.60 9.50 9.20 9.44 0.78



Take litres 14.50 13.00 13.50 13.00 13.00

9.10 Average Take l/m 14.50 13.00 13.50 13.00 13.00 13.40 0.76



Take litres 9.00 9.00 9.00 9.00 9.00

5.93 Average Take l/m 9.00 9.00 9.00 9.00 9.00 9.00 0.76



Take litres 5.50 5.50 5.50 5.50 5.50

2.96 Average Take l/m 5.50 5.50 5.50 5.50 5.50 5.50 0.87



DETERMINATION:

MIN Lu= 0.756 MIN k= 7.56E-06

INTERPRETATION cm/s









Print 10/08/09 14:51




0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4


Lu

geo

ns


3.5

6.5

9.5

6.4

3.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-78 of 93


SHEET 1 of 7


AREA: TEST NO: 4



DATE: 4-Sep-09 GAUGE HEIGHT ABOVE GROUND: 0.9 m BOTTOM OF TEST INTERVAL: 252.00 76.83 ft (DOWN HOLE) m (DOWN HOLE)



Take litres 31.50 30.50 30.00 31.00 31.00

2.34 Average Take l/m 31.50 30.50 30.00 31.00 31.00 30.80 3.77



Take litres 45.50 46.00 45.50 46.00 44.50

4.69 Average Take l/m 45.50 46.00 45.50 46.00 44.50 45.50 3.97



Take litres 69.00 68.50 70.00 70.00 69.00

6.76 Average Take l/m 69.00 68.50 70.00 70.00 69.00 69.30 4.82



Take litres 54.00 55.00 56.00 54.00 54.00

4.96 Average Take l/m 54.00 55.00 56.00 54.00 54.00 54.60 4.61



Take litres 34.00 33.50 33.00 33.00 32.50

2.07 Average Take l/m 34.00 33.50 33.00 33.00 32.50 33.20 4.26



DETERMINATION:

MIN Lu= 3.768 MIN k= 3.77E-05

INTERPRETATION cm/s





During first attempt, leak observed in packer. On second (final) attempt quite some time to fill rods required. Suspect some leakage around packer at P3



Print 10/12/09 12:26




0.0

1.0

2.0

3.0

4.0

5.0

6.0


Lu

geo

ns


5.8

8.2

10.2

8.4

5.6

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11OCT'09 ISSUED WITH REPORT 101-343/3-1 CD LS KJB


B1-79 of 93


SHEET 2 of 7


AREA: TEST NO: 5






Take litres 9.00 8.50 8.50 8.00 8.00

2.90 Average Take l/m 9.00 8.50 8.50 8.00 8.00 8.40 0.92



Take litres 14.00 13.00 13.00 12.00 12.00

5.79 Average Take l/m 14.00 13.00 13.00 12.00 12.00 12.80 0.96



Take litres 16.00 15.00 15.00 15.00 15.00

8.55 Average Take l/m 16.00 15.00 15.00 15.00 15.00 15.20 0.88



Take litres 11.00 11.00 10.00 11.00 11.00

5.72 Average Take l/m 11.00 11.00 10.00 11.00 11.00 10.80 0.82



Take litres 8.00 8.00 8.00 7.50 7.50

2.90 Average Take l/m 8.00 8.00 8.00 7.50 7.50 7.80 0.85



DETERMINATION:

MIN Lu= 0.819 MIN k= 8.19E-06

INTERPRETATION cm/s





Nitrogen bottle changed, water leaking out of stuffing box estimated at .25L/min

TEST BY: LS REVIEWED BY: CD

KITSAULT



Print 10/12/09 12:26

101-343/3 K09-13GT


0.7

0.8

0.8

0.9

0.9

1.0

1.0


Lu

geo

ns


6.4

9.3

12.0

9.2

6.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

Q (l/m)

Pre

ss

ure

(B

ars

)


0 4SEP'09 ISSUED WITH REPORT 101-343/3-1 LS CD KJB


B1-80 of 93


SHEET 3 of 7


AREA: TEST NO: 6






Take litres 9.50 9.00 8.50 8.00 7.50

3.45 Average Take l/m 9.50 9.00 8.50 8.00 7.50 8.50 0.87



Take litres 11.00 9.50 9.00 9.50 9.00

6.89 Average Take l/m 11.00 9.50 9.00 9.50 9.00 9.60 0.66



Take litres 11.00 11.00 11.00 10.00 10.00

10.34 Average Take l/m 11.00 11.00 11.00 10.00 10.00 10.60 0.55



Take litres 8.00 7.00 7.50 7.50 7.00

6.89 Average Take l/m 8.00 7.00 7.50 7.50 7.00 7.40 0.51



Take litres 5.00 5.00 5.00 5.00 4.50

3.45 Average Take l/m 5.00 5.00 5.00 5.00 4.50 4.90 0.50



DETERMINATION:

MIN Lu= 0.504 MIN k= 5.04E-06

INTERPRETATION cm/s





No leakage from stuff box



Print 10/12/09 12:26




0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0


Lu

geo

ns


6.9

10.4

13.8

10.4

6.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00

Q (l/m)

Pre

ss

ure

(B

ars

)


0 4SEP'09 ISSUED WITH REPORT 101-343/3-1 CDCD

LS KJB


B1-81 of 93


SHEET 4 of 7


AREA: TEST NO: 7






Take litres 3.00 3.00 2.00 3.00 2.00

3.45 Average Take l/m 3.00 3.00 2.00 3.00 2.00 2.60 0.27



Take litres 3.00 4.00 3.00 3.00 3.00

6.89 Average Take l/m 3.00 4.00 3.00 3.00 3.00 3.20 0.22



Take litres 4.00 4.00 4.00 4.00 4.00

10.34 Average Take l/m 4.00 4.00 4.00 4.00 4.00 4.00 0.21



Take litres 3.00 3.00 2.00 3.00 3.00

6.89 Average Take l/m 3.00 3.00 2.00 3.00 3.00 2.80 0.19



Take litres 1.00 2.00 2.00 2.00 1.00

3.45 Average Take l/m 1.00 2.00 2.00 2.00 1.00 1.60 0.16



DETERMINATION:

MIN Lu= 0.165 MIN k= 1.65E-06

INTERPRETATION cm/s






TEST BY: CNH REVIEWED BY: LS

KITSAULT



Print 10/12/09 12:26

101-343/3 K09-13GT


0.0

0.1

0.1

0.2

0.2

0.3

0.3


Lu

geo

ns


6.9

10.4

13.8

10.4

6.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11OCT'09 ISSUED WITH REPORT 101-343/3-1 CNHCD

LS KJB


B1-82 of 93


SHEET 5 of 7


AREA: TEST NO: 8






Take litres 2.00 3.00 3.00 2.00 2.00

3.45 Average Take l/m 2.00 3.00 3.00 2.00 2.00 2.40 0.25



Take litres 3.00 3.00 4.00 3.00 3.00

6.89 Average Take l/m 3.00 3.00 4.00 3.00 3.00 3.20 0.22



Take litres 4.00 4.00 4.00 4.00 4.00

10.34 Average Take l/m 4.00 4.00 4.00 4.00 4.00 4.00 0.21



Take litres 3.00 3.00 3.00 3.00 2.00

6.89 Average Take l/m 3.00 3.00 3.00 3.00 2.00 2.80 0.19



Take litres 1.00 2.00 2.00 2.00 1.00

3.45 Average Take l/m 1.00 2.00 2.00 2.00 1.00 1.60 0.16



DETERMINATION:

MIN Lu= 0.165 MIN k= 1.65E-06

INTERPRETATION cm/s








Print 10/12/09 12:26




0.0

0.1

0.1

0.2

0.2

0.3

0.3


Lu

geo

ns


6.9

10.4

13.8

10.4

6.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11OCT'09 ISSUED WITH REPORT 101-343/3-1 CNHCD

LS KJB


B1-83 of 93


SHEET 6 of 7


AREA: TEST NO: 9






Take litres 4.00 4.00 3.50 3.50 3.00

3.52 Average Take l/m 4.00 4.00 3.50 3.50 3.00 3.60 0.37



Take litres 4.00 4.50 3.50 4.00 4.00

7.03 Average Take l/m 4.00 4.50 3.50 4.00 4.00 4.00 0.27



Take litres 81.00 -72.75 4.25 4.50 3.50

10.34 Average Take l/m 81.00 -72.75 4.25 4.50 3.50 4.10 0.21



Take litres 2.50 2.50 3.00 3.00 3.00

6.89 Average Take l/m 2.50 2.50 3.00 3.00 3.00 2.80 0.19



Take litres 2.00 1.50 1.50 2.00 2.00

3.52 Average Take l/m 2.00 1.50 1.50 2.00 2.00 1.80 0.18



DETERMINATION:

MIN Lu= 0.183 MIN k= 1.83E-06

INTERPRETATION cm/s





Water leaking from stuffing box, ~0.1L/min, flowmeter in m3.


KITSAULT



Print 10/12/09 12:26

101-343/3 K09-13GT


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.4


Lu

geo

ns


7.0

10.5

13.8

10.4

7.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11OCT'09 ISSUED WITH REPORT 101-343/3-1 LSCD

JS KJB


B1-84 of 93


SHEET 7 of 7


AREA: TEST NO: 10






Take litres 1.00 2.00 1.00 1.00 2.00

3.52 Average Take l/m 1.00 2.00 1.00 1.00 2.00 1.40 0.14



Take litres 2.00 2.00 1.00 2.00 1.00

7.03 Average Take l/m 2.00 2.00 1.00 2.00 1.00 1.60 0.11



Take litres 2.00 1.00 2.00 2.00 1.00

10.34 Average Take l/m 2.00 1.00 2.00 2.00 1.00 1.60 0.08



Take litres 1.00 1.00 1.00 1.00 2.00

6.89 Average Take l/m 1.00 1.00 1.00 1.00 2.00 1.20 0.08



Take litres 0.50 1.00 1.00 0.50 0.50

3.52 Average Take l/m 0.50 1.00 1.00 0.50 0.50 0.70 0.07



DETERMINATION:

MIN Lu= 0.071 MIN k= 7.13E-07

INTERPRETATION cm/s





Flowmeter in m3.



Print 10/12/09 12:26




0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2


Lu

geo

ns


7.0

10.5

13.8

10.4

7.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80

Q (l/m)

Pre

ss

ure

(B

ars

)


0 11OCT'09 ISSUED WITH REPORT 101-343/3-1 LSCD

JS KJB


B1-85 of 93


SHEET 1 of 3


AREA: TEST NO: 1






Take litres 0.25 0.50 0.50 0.50 0.50

0.41 Average Take l/m 0.25 0.50 0.50 0.50 0.50 0.45 0.19



Take litres 0.25 0.25 0.25 0.25 0.25

0.62 Average Take l/m 0.25 0.25 0.25 0.25 0.25 0.25 0.10



Take litres 0.50 0.25 0.50 0.25 0.25

0.83 Average Take l/m 0.50 0.25 0.50 0.25 0.25 0.35 0.12



Take litres 0.10 0.15 0.25 0.25 0.25

0.62 Average Take l/m 0.10 0.15 0.25 0.25 0.25 0.20 0.08



Take litres 0.00 0.10 0.15 0.25 0.25

0.41 Average Take l/m 0.00 0.10 0.15 0.25 0.25 0.15 0.06



DETERMINATION:

MIN Lu= 0.064 MIN k= 6.41E-07

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter in cubic metres, water pressure gauge zeros at 5psi, all values adjusted accordingly.

No water leaking out of stuffing box,

Flowmeter moving very slowly.



Print 10/07/09 22:34


PORT SITE


0.0

0.1

0.1

0.2

0.2

0.3


Lu

geo

ns


1.7

1.9

2.1

1.9

1.7

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 20SEP'09 ISSUED WITH REPORT 101-343/3 LS JS KJB


B1-86 of 93


SHEET 1 of 2


AREA: TEST NO: 2






Take litres 0.20 0.20 0.10 0.00 0.10

0.83 Average Take l/m 0.20 0.20 0.10 0.00 0.10 0.12 0.04



Take litres 0.30 0.40 0.30 0.30 0.40

1.59 Average Take l/m 0.30 0.40 0.30 0.30 0.40 0.34 0.08



Take litres 0.40 0.60 0.40 0.60 0.30

2.41 Average Take l/m 0.40 0.60 0.40 0.60 0.30 0.46 0.08



Take litres 0.30 0.30 0.20 0.20 0.30

1.59 Average Take l/m 0.30 0.30 0.20 0.20 0.30 0.26 0.06



Take litres 0.10 0.10 0.00 0.10 0.10

0.83 Average Take l/m 0.10 0.10 0.00 0.10 0.10 0.08 0.02



DETERMINATION:

MIN Lu= 0.025 MIN k= 2.49E-07

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter in cubic metres.




KITSAULT

PORT SITE


Print 10/07/09 22:34

101-343/3 K09-14GT


0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1


Lu

geo

ns


2.1

2.8

3.7

2.8

2.1

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50

Q (l/m)

Pre

ss

ure

(B

ars

)


0 10OCT'09 ISSUED WITH REPORT 101-343/3 CNH LS KJB


B1-87 of 93


SHEET 1 of 3


AREA: TEST NO: 2






Take litres 0.50 0.70 0.70 0.60 0.70

1.24 Average Take l/m 0.50 0.70 0.70 0.60 0.70 0.64 0.15



Take litres 1.00 0.90 1.00 1.10 0.90

2.41 Average Take l/m 1.00 0.90 1.00 1.10 0.90 0.98 0.16



Take litres 1.30 1.20 1.30 1.20 1.20

3.65 Average Take l/m 1.30 1.20 1.30 1.20 1.20 1.24 0.15



Take litres 0.70 0.70 0.60 0.70 0.70

2.41 Average Take l/m 0.70 0.70 0.60 0.70 0.70 0.68 0.11



Take litres 0.20 0.10 0.20 0.30 0.30

1.24 Average Take l/m 0.20 0.10 0.20 0.30 0.30 0.22 0.05



DETERMINATION:

MIN Lu= 0.052 MIN k= 5.16E-07

INTERPRETATION cm/s









Print 10/07/09 22:34


PORT SITE


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2

0.2


Lu

geo

ns


2.5

3.7

4.9

3.7

2.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40

Q (l/m)

Pre

ss

ure

(B

ars

)


0 10OCT'09 ISSUED WITH REPORT 101-343/3 CNH LS KJB


B1-88 of 93


SHEET 1 of 5


AREA: TEST NO: 1






Take litres 33.00 33.00 34.00 32.00 35.00

1.17 Average Take l/m 33.00 33.00 34.00 32.00 35.00 33.40 8.88



Take litres 42.00 41.00 41.00 40.00 38.00

1.59 Average Take l/m 42.00 41.00 41.00 40.00 38.00 40.40 9.31



Take litres 48.00 43.00 43.00 42.00 42.00

1.86 Average Take l/m 48.00 43.00 43.00 42.00 42.00 43.60 9.22



Take litres 28.00 28.00 29.00 28.00 29.00

1.52 Average Take l/m 28.00 28.00 29.00 28.00 29.00 28.40 6.69



Take litres 23.00 24.00 25.00 24.00 24.00

1.31 Average Take l/m 23.00 24.00 25.00 24.00 24.00 24.00 6.07



DETERMINATION:

MIN Lu= 6.068 MIN k= 6.07E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter in cubic metres, water level assumed to be close to bedrock contact.



Print 10/08/09 14:33


PATSY WASTE DUMP


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


Lu

geo

ns


2.7

3.1

3.4

3.02.8

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-89 of 93


SHEET 2 of 5


AREA: TEST NO: 2






Take litres 4.40 5.10 3.00 3.80 2.90

1.31 Average Take l/m 4.40 5.10 3.00 3.80 2.90 3.84 0.97



Take litres 6.10 6.10 5.90 5.20 5.40

2.48 Average Take l/m 6.10 6.10 5.90 5.20 5.40 5.74 1.03



Take litres 8.20 7.30 6.90 7.30 7.50

3.65 Average Take l/m 8.20 7.30 6.90 7.30 7.50 7.44 1.03



Take litres 4.00 3.80 4.10 3.80 3.90

2.34 Average Take l/m 4.00 3.80 4.10 3.80 3.90 3.92 0.73



Take litres 1.30 1.50 1.40 1.50 1.80

1.17 Average Take l/m 1.30 1.50 1.40 1.50 1.80 1.50 0.40



DETERMINATION:

MIN Lu= 0.399 MIN k= 3.99E-06

INTERPRETATION cm/s



3 DILATION YES4 WASH-OUT NO5 VOID FILLING YES

DRILLING / TEST RESULTS COMMENTS:Flowmeter in cubic metres, water level assumed to be close to bedrock contact.


KITSAULT

PATSY WASTE DUMP


Print 10/08/09 14:33

101-343/3 K09-15GT


0.0

0.2

0.4

0.6

0.8

1.0

1.2


Lu

geo

ns


2.8

4.0

5.2

3.9

2.7

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-90 of 93


SHEET 3 of 5


AREA: TEST NO: 3






Take litres 20.00 20.00 20.00 19.00 19.00

1.79 Average Take l/m 20.00 20.00 20.00 19.00 19.00 19.60 4.23



Take litres 28.00 28.00 27.00 27.00 27.00

3.59 Average Take l/m 28.00 28.00 27.00 27.00 27.00 27.40 3.83



Take litres 39.00 36.00 36.00 38.00 37.00

5.38 Average Take l/m 39.00 36.00 36.00 38.00 37.00 37.20 3.85



Take litres 26.00 26.00 26.00 26.00 25.00

3.52 Average Take l/m 26.00 26.00 26.00 26.00 25.00 25.80 3.66



Take litres 13.00 13.00 14.00 14.00 14.00

1.72 Average Take l/m 13.00 13.00 14.00 14.00 14.00 13.60 3.00



DETERMINATION:

MIN Lu= 2.999 MIN k= 3.00E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter in cubic metres, water level assumed to be close bedrock contact.



Print 10/08/09 14:33


PATSY WASTE DUMP


0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5


Lu

geo

ns


3.3

5.1

6.9

5.0

3.2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-91 of 93


SHEET 4 of 5


AREA: TEST NO: 4






Take litres 1.00 1.00 1.00 1.00 1.00

2.21 Average Take l/m 1.00 1.00 1.00 1.00 1.00 1.00 0.15



Take litres 1.00 2.00 1.00 2.00 2.00

4.48 Average Take l/m 1.00 2.00 1.00 2.00 2.00 1.60 0.15



Take litres 2.00 2.50 2.00 2.00 2.00

6.76 Average Take l/m 2.00 2.50 2.00 2.00 2.00 2.10 0.14



Take litres 1.00 1.50 1.00 1.50 1.00

4.48 Average Take l/m 1.00 1.50 1.00 1.50 1.00 1.20 0.11



Take litres 0.75 -0.50 1.75 0.50 0.50

2.21 Average Take l/m 0.75 -0.50 1.75 0.50 0.50 0.60 0.09



DETERMINATION:

MIN Lu= 0.092 MIN k= 9.22E-07

INTERPRETATION cm/s





Water leaking out of stuffing box estimated at 0.2L/min.

Pressure gauge zeros at 4psi, all values adjusted accordingly.


KITSAULT

PATSY WASTE DUMP


Print 10/08/09 14:33

101-343/3 K09-15GT


0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2

0.2


Lu

geo

ns


3.5

5.8

8.0

5.8

3.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 0.50 1.00 1.50 2.00 2.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-92 of 93


SHEET 5 of 5


AREA: TEST NO: 5






Take litres 2.00 1.90 1.90 1.90 1.60

3.10 Average Take l/m 2.00 1.90 1.90 1.90 1.60 1.86 0.25



Take litres 3.00 2.80 2.90 2.70 2.80

6.21 Average Take l/m 3.00 2.80 2.90 2.70 2.80 2.84 0.22



Take litres 4.20 3.90 3.90 4.00 4.20

9.10 Average Take l/m 4.20 3.90 3.90 4.00 4.20 4.04 0.23



Take litres 2.90 2.90 3.20 2.90 3.10

6.21 Average Take l/m 2.90 2.90 3.20 2.90 3.10 3.00 0.23



Take litres 1.50 1.60 1.80 1.70 1.60

3.10 Average Take l/m 1.50 1.60 1.80 1.70 1.60 1.64 0.22



DETERMINATION:

MIN Lu= 0.219 MIN k= 2.19E-06

INTERPRETATION cm/s





Water leaking out of stuffing box estimated at 0.2L/min.

Pressure gauge zeros at 4psi, all values adjusted accordingly.



Print 10/08/09 14:33


PATSY WASTE DUMP


0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.3

0.3


Lu

geo

ns


4.4

7.5

10.4

7.5

4.4

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Q (l/m)

Pre

ss

ure

(B

ars

)




B1-93 of 93

VA101-343/9-3 Rev 0 June 17, 2011

APPENDIX B2

2010 PACKER TESTS

(Pages B2-1 to B2-56)

SHEET 1 OF 4


AREA: TEST NO: 1






Take litres 35.00 34.00 36.00 33.00 35.00

0.55 Average Take l/m 35.00 34.00 36.00 33.00 35.00 34.60 7.49



Take litres 38.00 38.00 38.00 38.00 39.00

0.97 Average Take l/m 38.00 38.00 38.00 38.00 39.00 38.20 6.81



Take litres 47.00 45.00 48.00 48.00 48.00

1.38 Average Take l/m 47.00 45.00 48.00 48.00 48.00 47.20 7.15



Take litres 41.00 59.00 22.00 41.00 41.00

0.90 Average Take l/m 41.00 59.00 22.00 41.00 41.00 40.80 7.50



Take litres 32.00 32.00 33.00 33.00 34.00

0.55 Average Take l/m 32.00 32.00 33.00 33.00 34.00 32.80 7.10

K10-04GTKITSAULT PROJECT

Centre of Southeast Embankment

Print 11/12/10 10:37


VA101-343/6

7.6 STAGE PRESSURE VERSUS LUGEON VALUE

2.8

3.0FLOW VERSUS PRESSURE PLOT



DETERMINATION:

MIN Lu= 6.812 MIN k= 6.81E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter units: PSI

TEST BY: JS REVIEWED BY: BB

M:\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Packer Data Reviewed\[K10-04GT packer tests.xls]Test 1

6.4

6.6

6.8

7.0

7.2

7.4

7.6

0.55 0.97 1.38 0.90 0.55

Lu

geo

ns

Stage Gauge Pressure (BAR)


1.9

2.3

2.8

2.3

1.9

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00

Pre

ssu

re (

Bar

s)

Q (l/m)



0 20SEPT'10 BH JSISSUED WITH REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV

B2-1 of 56

SHEET 2 OF 4


AREA: TEST NO: 2






Take litres 5.00 5.00 5.00 5.00 5.00

1.65 Average Take l/m 5.00 5.00 5.00 5.00 5.00 5.00 0.78



Take litres 6.00 6.00 6.00 6.00 6.00

3.10 Average Take l/m 6.00 6.00 6.00 6.00 6.00 6.00 0.62



Take litres 8.00 7.00 9.00 43.00 -29.00

4.69 Average Take l/m 8.00 7.00 9.00 43.00 -29.00 7.60 0.57



Take litres 6.00 5.00 6.00 6.00 6.00

2.76 Average Take l/m 6.00 5.00 6.00 6.00 6.00 5.80 0.65



Take litres 4.00 5.00 4.00 5.00 4.00

1.59 Average Take l/m 4.00 5.00 4.00 5.00 4.00 4.40 0.70



Print 11/12/10 10:37


VA101-343/6

0.8


5 96 0




DETERMINATION:

MIN Lu= 0.575 MIN k= 5.75E-06

INTERPRETATION cm/s





TEST BY: JS / BH REVIEWED BY: BB


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.65 3.10 4.69 2.76 1.59

Lu

geo

ns



2.9

4.3

5.9

4.0

2.8

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Pre

ssu

re (

Bar

s)

Q (l/m)




B2-2 of 56

SHEET 3 OF 4


AREA: TEST NO: 3






Take litres 1.50 1.50 1.60 1.50 1.50

2.14 Average Take l/m 1.50 1.50 1.60 1.50 1.50 1.52 0.20



Take litres 1.50 3.40 -5.40 10.20 2.30

4.14 Average Take l/m 1.50 3.40 -5.40 10.20 2.30 2.40 0.20



Take litres 2.20 2.40 2.30 2.30 2.30

6.69 Average Take l/m 2.20 2.40 2.30 2.30 2.30 2.30 0.13



Take litres 1.90 2.00 2.00 2.00 2.00

3.86 Average Take l/m 1.90 2.00 2.00 2.00 2.00 1.98 0.17



Take litres 1.60 1.50 1.60 1.50 1.40

2.48 Average Take l/m 1.60 1.50 1.60 1.50 1.40 1.52 0.18

VA101-343/6 K10-04GTKITSAULT PROJECT


Print 11/12/10 10:37



8.28.0




DETERMINATION:

MIN Lu= 0.131 MIN k= 1.31E-06

INTERPRETATION cm/s







0.0

0.1

0.1

0.2

0.2

0.3

2.14 4.14 6.69 3.86 2.48

Lu

geo

ns



3.6

5.6

8.2

5.3

4.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Pre

ssu

re (

Bar

s)

Q (l/m)




Page 3 of 4 B2-3 of 56

SHEET 4 OF 4


AREA: TEST NO: 4






Take litres 96.00 83.00 90.00 86.00 91.00

2.96 Average Take l/m 96.00 83.00 90.00 86.00 91.00 89.20 7.97



Take litres 110.00 118.00 100.00 110.00 120.00

6.00 Average Take l/m 110.00 118.00 100.00 110.00 120.00 111.60 6.20



Take litres 137.00 138.00 139.00 140.00 136.00

8.96 Average Take l/m 137.00 138.00 139.00 140.00 136.00 138.00 5.60



Take litres 130.00 129.00 126.00 128.00 130.00

6.00 Average Take l/m 130.00 129.00 126.00 128.00 130.00 128.60 7.15



Take litres 115.00 112.00 105.00 110.00 108.00

2.96 Average Take l/m 115.00 112.00 105.00 110.00 108.00 110.00 9.83



Print 11/12/10 10:37


VA101-343/6


11.0




DETERMINATION:

MIN Lu= 5.602 MIN k= 5.60E-05

INTERPRETATION cm/s





TEST BY: BH REVIEWED BY: JS


0.0

2.0

4.0

6.0

8.0

10.0

12.0

2.96 6.00 8.96 6.00 2.96

Lu

geo

ns



5.0

8.0

11.0

8.0

5.0

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00

Pre

ssu

re (

Bar

s)

Q (l/m)





SHEET 1 OF 1


AREA: TEST NO: 1






Take litres 12.60 11.90 11.90 12.30 11.40

1.03 Average Take l/m 12.60 11.90 11.90 12.30 11.40 12.02 2.12



Take litres 14.40 14.00 13.40 13.90 13.80

1.45 Average Take l/m 14.40 14.00 13.40 13.90 13.80 13.90 2.18



Take litres 20.00 20.00 20.00 19.60 19.50

2.34 Average Take l/m 20.00 20.00 20.00 19.60 19.50 19.82 2.50



Take litres 14.50 14.50 15.00 16.80 15.90

1.24 Average Take l/m 14.50 14.50 15.00 16.80 15.90 15.34 2.55



Take litres 10.50 11.80 11.80 11.90 11.50

0.90 Average Take l/m 10.50 11.80 11.80 11.90 11.50 11.50 2.12

VA101-343/6 K10-05GT

Print 11/12/10 10:36

KITSAULT PROJECT




4.64.5




DETERMINATION:

MIN Lu= 2.118 MIN k= 2.12E-05

INTERPRETATION cm/s







0.0

0.5

1.0

1.5

2.0

2.5

3.0

1.03 1.45 2.34 1.24 0.90

Lu

geo

ns



3.3

3.7

4.6

3.5

3.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 5.00 10.00 15.00 20.00 25.00

Pre

ssu

re (

Bar

s)

Q (l/m)



0 30 NOV'2010 JS BBISSUED WITH REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV


SHEET 1 OF 1


AREA: TEST NO: 1






Take litres 1.10 1.20 1.20 1.20 1.10

0.76 Average Take l/m 1.10 1.20 1.20 1.20 1.10 1.16 0.55



Take litres 1.30 1.30 1.20 1.20 1.20

1.59 Average Take l/m 1.30 1.30 1.20 1.20 1.20 1.24 0.35



Take litres 1.60 1.80 1.50 1.70 1.60

2.28 Average Take l/m 1.60 1.80 1.50 1.70 1.60 1.64 0.35



Take litres 1.20 1.20 1.30 1.20 1.20

1.59 Average Take l/m 1.20 1.20 1.30 1.20 1.20 1.22 0.35



Take litres 0.90 0.90 0.90 0.90 1.00

0.69 Average Take l/m 0.90 0.90 0.90 0.90 1.00 0.92 0.46


Down gradient of TMF South Embankment

Print 11/12/10 10:40



2.8




DETERMINATION:

MIN Lu= 0.348 MIN k= 3.48E-06

INTERPRETATION cm/s





TEST BY: JS REVIEWED BY: JS


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.76 1.59 2.28 1.59 0.69

Lu

geo

ns



1.2

2.1

2.8

2.1

1.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80

Pre

ssu

re (

Bar

s)

Q (l/m)



0 30NOV'2010 JS BBISSUED WITH REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV


SHEET 1 OF 2


AREA: TEST NO: 1






Take litres 53.00 51.00 51.00 51.00 51.00

1.52 Average Take l/m 53.00 51.00 51.00 51.00 51.00 51.40 5.95



Take litres 70.00 66.00 69.00 68.00 68.00

2.96 Average Take l/m 70.00 66.00 69.00 68.00 68.00 68.20 5.70



Take litres 82.00 83.00 83.00 82.00 83.00

4.48 Average Take l/m 82.00 83.00 83.00 82.00 83.00 82.60 5.34



Take litres 67.00 68.00 70.00 62.00 67.00

2.96 Average Take l/m 67.00 68.00 70.00 62.00 67.00 66.80 5.58



Take litres 52.00 50.00 46.00 51.00 50.00

1.52 Average Take l/m 52.00 50.00 46.00 51.00 50.00 49.80 5.76

VA101-343/6 K10-09GT

Print 11/12/10 10:50

KITSAULT PROJECT

Plant Site


5.9


6 77.0




DETERMINATION:

MIN Lu= 5.342 MIN k= 5.34E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Flowmeter units:

TEST BY: BH REVIEWED BY: BB


5.0

5.1

5.2

5.3

5.4

5.5

5.6

5.7

5.8

5.9

6.0

1.52 2.96 4.48 2.96 1.52

Lu

geo

ns



3.8

5.2

6.7

5.2

3.8

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00

Pre

ssu

re (

Bar

s)

Q (l/m)



0 30NOV'2010 JS BBISSUED WITH REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV


SHEET 2 OF 2


AREA: TEST NO: 2




GAUGE P Time min 0 1 2 3 4 5 6 AVERAGE FLOW LUGEON


Take litres 61.00 65.00 67.00 68.00 68.00

1.79 Average Take l/m 61.00 65.00 67.00 68.00 68.00 65.80 9.40



Take litres 77.00 76.00 77.00 76.00 77.00

2.90 Average Take l/m 77.00 76.00 77.00 76.00 77.00 76.60 8.62



Take litres 86.00 86.00 85.00 85.00 85.00

4.14 Average Take l/m 86.00 86.00 85.00 85.00 85.00 85.40 7.76



Take litres 74.00 75.00 75.00 75.00 77.00

2.69 Average Take l/m 74.00 75.00 75.00 75.00 77.00 75.20 8.81



Take litres 65.00 65.00 66.00 64.00 66.00

2.07 Average Take l/m 65.00 65.00 66.00 64.00 66.00 65.20 8.73

KITSAULT PROJECT

Plant Site

Print 11/12/10 10:50


VA101-343/6 K10-09GT

9.0


6.46 0



STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 9.399 MAX k= 9.40E-05

DETERMINATION:

MIN Lu= 7.761 MIN k= 7.76E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.

TEST BY: GW REVIEWED BY: BB


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

1.79 2.90 4.14 2.69 2.07

Lu

geo

ns



4.1

5.2

6.4

5.0

4.4

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00

Pre

ssu

re (

Bar

s)

Q (l/m)



0 30NOV'2010 JS BBISSUED FOR REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV


SHEET 1 OF 2


AREA: TEST NO: 1






Take litres 3.10 3.20 3.10 3.00 2.90

0.55 Average Take l/m 3.10 3.20 3.10 3.00 2.90 3.06 5.90



Take litres 3.90 3.70 3.60 3.50 3.40

1.17 Average Take l/m 3.90 3.70 3.60 3.50 3.40 3.62 3.60



Take litres 4.10 4.00 4.00 3.90 3.90

1.65 Average Take l/m 4.10 4.00 4.00 3.90 3.90 3.98 2.87



Take litres 3.20 3.40 2.80 3.20 3.10

1.10 Average Take l/m 3.20 3.40 2.80 3.20 3.10 3.14 3.30



Take litres 2.50 2.50 2.50 2.50 2.40

0.55 Average Take l/m 2.50 2.50 2.50 2.50 2.40 2.48 4.78


Plant Site

Print 11/12/10 10:59


6 0


1.81.8




DETERMINATION:

MIN Lu= 2.870 MIN k= 2.87E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Gauge pressures were steady for test, no leaks were noticed.



0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.55 1.17 1.65 1.10 0.55

Lu

geo

ns



0.7

1.3

1.8

1.2

0.7

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Pre

ssu

re (

Bar

s)

Q (l/m)





SHEET 2 OF 2


AREA: TEST NO: 2






Take litres 26.00 27.00 28.00 27.00 27.00

0.48 Average Take l/m 26.00 27.00 28.00 27.00 27.00 27.00 7.47



Take litres 40.00 39.00 40.00 39.00 40.00

1.38 Average Take l/m 40.00 39.00 40.00 39.00 40.00 39.60 7.92



Take litres 53.00 54.00 53.00 50.00 51.00

2.07 Average Take l/m 53.00 54.00 53.00 50.00 51.00 52.20 8.60



Take litres 43.00 42.00 42.00 42.00 43.00

1.45 Average Take l/m 43.00 42.00 42.00 42.00 43.00 42.40 8.30



Take litres 32.00 31.00 31.00 32.00 32.00

0.76 Average Take l/m 32.00 31.00 31.00 32.00 32.00 31.60 7.82

Print 11/12/10 10:59

KITSAULT PROJECT

Plant Site


VA101-343/6 K10-12GT

8.6


3.94.0




DETERMINATION:

MIN Lu= 7.474 MIN k= 7.47E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS: NO LEAKS WERE NOTICED DURING THE TEST.



6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

8.4

8.6

8.8

0.48 1.38 2.07 1.45 0.76

Lu

geo

ns



2.3

3.2

3.9

3.3

2.6

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.00 10.00 20.00 30.00 40.00 50.00 60.00

Pre

ssu

re (

Bar

s)

Q (l/m)




Page 2 of 2 B2-10 of 56

SHEET 1 OF 4


AREA: TEST NO: 1






Take litres 14.00 14.00 14.00 14.00 13.00

0.48 Average Take l/m 14.00 14.00 14.00 14.00 13.00 13.80 28.51



Take litres 15.00 16.00 15.00 16.00 15.00

0.76 Average Take l/m 15.00 16.00 15.00 16.00 15.00 15.40 22.05



Take litres 19.50 19.90 20.00 20.00 19.70

1.24 Average Take l/m 19.50 19.90 20.00 20.00 19.70 19.82 18.46



Take litres 13.00 13.40 13.20 13.40 13.70

0.76 Average Take l/m 13.00 13.40 13.20 13.40 13.70 13.34 19.10



Take litres 10.70 10.70 11.00 11.00 10.60

0.34 Average Take l/m 10.70 10.70 11.00 11.00 10.60 10.80 28.66

Print 11/12/10 11:04



Coarse Ore Stockpile

30 0


1.41.4




DETERMINATION:

MIN Lu= 18.460 MIN k= 1.85E-04

INTERPRETATION cm/s







0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

0.48 0.76 1.24 0.76 0.34

Lu

geo

ns



0.6

0.9

1.4

0.9

0.5

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

0.00 5.00 10.00 15.00 20.00 25.00

Pre

ssu

re (

Bar

s)

Q (l/m)




Page 1 of 4 B2-11 of 56

SHEET 2 OF 4


AREA: TEST NO: 2






Take litres 14.00 15.00 14.00 14.00 14.00

0.69 Average Take l/m 14.00 15.00 14.00 14.00 14.00 14.20 13.83



Take litres 20.00 19.00 15.00 18.00 18.00

1.38 Average Take l/m 20.00 19.00 15.00 18.00 18.00 18.00 9.57



Take litres 21.00 22.00 21.00 21.00 21.00

2.07 Average Take l/m 21.00 22.00 21.00 21.00 21.00 21.20 7.76



Take litres 15.00 16.00 15.00 15.00 16.00

1.38 Average Take l/m 15.00 16.00 15.00 15.00 16.00 15.40 8.19



Take litres 14.00 6.00 11.00 10.00 10.00

0.69 Average Take l/m 14.00 6.00 11.00 10.00 10.00 10.20 9.93




Print 11/12/10 11:04

14.0


2.2




DETERMINATION:

MIN Lu= 7.755 MIN k= 7.76E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Results are misleading because the rock from 55-65ft is highly fractured and the rock from 65-95is very tight with almost no joints.



0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.69 1.38 2.07 1.38 0.69

Lu

geo

ns



0.8

1.5

2.2

1.5

0.8

0.0

0.5

1.0

1.5

2.0

2.5

0.00 5.00 10.00 15.00 20.00 25.00

Pre

ssu

re (

Bar

s)

Q (l/m)




Page 2 of 4 B2-12 of 56

SHEET 3 OF 4


AREA: TEST NO: 3






Take litres 1.70 1.50 1.40 1.50 1.40

0.97 Average Take l/m 1.70 1.50 1.40 1.50 1.40 1.50 0.34



Take litres 2.00 1.80 1.90 1.80 1.90

2.07 Average Take l/m 2.00 1.80 1.90 1.80 1.90 1.88 0.33



Take litres 2.20 1.90 2.10 1.80 1.90

3.10 Average Take l/m 2.20 1.90 2.10 1.80 1.90 1.98 0.29



Take litres 1.50 1.50 1.50 1.40 1.50

2.07 Average Take l/m 1.50 1.50 1.50 1.40 1.50 1.48 0.26



Take litres 1.10 1.10 1.10 1.00 1.10

0.97 Average Take l/m 1.10 1.10 1.10 1.00 1.10 1.08 0.24

Print 11/12/10 11:04




0.4


6.36 0




DETERMINATION:

MIN Lu= 0.242 MIN k= 2.42E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Gauge pressures were very erratic for P2 and P3. Minor leak out of casing was noticed. Rock RQD was very high.



0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.4

0.97 2.07 3.10 2.07 0.97

Lu

geo

ns



4.1

5.2

6.3

5.2

4.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 0.50 1.00 1.50 2.00 2.50

Pre

ssu

re (

Bar

s)

Q (l/m)




Page 3 of 4 B2-13 of 56

SHEET 4 OF 4


AREA: TEST NO: 4






Take litres 54.00 53.00 53.00 54.00 54.00

1.45 Average Take l/m 54.00 53.00 53.00 54.00 54.00 53.60 10.60



Take litres 65.00 64.00 65.00 63.00 65.00

2.96 Average Take l/m 65.00 64.00 65.00 63.00 65.00 64.40 9.58



Take litres 73.00 72.00 73.00 73.00 72.00

4.14 Average Take l/m 73.00 72.00 73.00 73.00 72.00 72.60 9.07



Take litres 61.00 61.00 61.00 61.00 61.00

2.76 Average Take l/m 61.00 61.00 61.00 61.00 61.00 61.00 9.39



Take litres 52.00 52.00 51.00 52.00 52.00

1.17 Average Take l/m 52.00 52.00 51.00 52.00 52.00 51.80 10.89

Print 11/12/10 11:04





7.37.0




DETERMINATION:

MIN Lu= 9.065 MIN k= 9.07E-05

INTERPRETATION cm/s







0.0

2.0

4.0

6.0

8.0

10.0

12.0

1.45 2.96 4.14 2.76 1.17

Lu

geo

ns



4.6

6.1

7.3

5.9

4.3

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Pre

ssu

re (

Bar

s)

Q (l/m)




Page 4 of 4 B2-14 of 56

SHEET 1 OF 5


AREA: TEST NO: 1





(BAR) Flowmeter litres 10757.5 10759.3 10761.2 10763.1 10764.9 10766.8 10768.6 litres/min

Take litres 1.80 1.90 1.90 1.80 1.90 1.8

0.48 Average Take l/m 1.80 1.90 1.90 1.80 1.90 1.8 1.85 2.88



Take litres 2.15 2.05 2.10 2.10 2.00

0.69 Average Take l/m 2.15 2.05 2.10 2.10 2.00 2.08 2.40



Take litres 2.40 2.30 2.35 2.35 2.30

1.17 Average Take l/m 2.40 2.30 2.35 2.35 2.30 2.34 1.69



Take litres 2.10 2.00 2.10 2.00 2.00

0.76 Average Take l/m 2.10 2.00 2.10 2.00 2.00 2.04 2.17



Take litres 1.75 1.70 1.65 1.70 1.65

0.55 Average Take l/m 1.75 1.70 1.65 1.70 1.65 1.69 2.36

Print 11/12/10 11:15

KITSAULT PROJECT

Downgradient of Northeast TMF Embankment


VA101-343/6 K10-14GT

3 0


1.31 2




DETERMINATION:

MIN Lu= 1.686 MIN k= 1.69E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:SOME LEAKING FROM THE WATER SWIVEL WAS NOTICED


M:\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Packer Data Reviewed\[K10-14GT Packer Tests.xls]Test 1

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.48 0.69 1.17 0.76 0.55

Lu

geo

ns



0.6

0.8

1.3

0.9

0.7

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

0.00 0.50 1.00 1.50 2.00 2.50

Pre

ssu

re (

Bar

s)

Q (l/m)



JS BB KJB

DESCRIPTION PREP'D CHK'D APP'D

0 30NOV'2010 ISSUED FOR REPORT

DATEREV

Page 1 of 5 B2-15 of 56

SHEET 2 OF 5


AREA: TEST NO: 2






Take litres 9.00 8.50 8.70 8.40 8.40

0.76 Average Take l/m 9.00 8.50 8.70 8.40 8.40 8.60 3.13



Take litres 13.80 14.00 14.60 14.80 14.80

1.38 Average Take l/m 13.80 14.00 14.60 14.80 14.80 14.40 4.21



Take litres 19.00 26.00 32.00 32.00 31.00

2.07 Average Take l/m 19.00 26.00 32.00 32.00 31.00 28.00 6.72



Take litres 21.30 20.40 21.20 21.00 21.20

1.38 Average Take l/m 21.30 20.40 21.20 21.00 21.20 21.02 6.14



Take litres 16.30 16.10 16.50 16.10 16.20

0.76 Average Take l/m 16.30 16.10 16.50 16.10 16.20 16.24 5.90

Print 11/15/10 11:10




6.0

7.0


3.2

3.9

3.23 0

3.5

4.0



STATIC WTR LEVEL Transducer data and water meter MAX Lu= 6.715 MAX k= 6.72E-05DETERMINATION:

MIN Lu= 3.125 MIN k= 3.13E-05INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P2 AND P3. NO LEAKS WERE NOTICED DURING THE TEST.


M:\1\01\00343\06\A\Report\1-SI Report\Appendices\Appendix B\SUPERSEDED-B1\[K10-14GT Packer Tests.xls]Test 2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.76 1.38 2.07 1.38 0.76

Lu

ge

on

s



2.5

3.2

3.9

3.2

2.5

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.00 5.00 10.00 15.00 20.00 25.00 30.00

Pre

ss

ure

(B

ars

)

Q (l/m)



JS BB KJB



DATEREV

Page 1 of 1 B2-16 of 56

SHEET 3 OF 5


AREA: TEST NO: 3






Take litres 5.30 4.80 4.70 4.80 4.60

1.03 Average Take l/m 5.30 4.80 4.70 4.80 4.60 4.84 1.47



Take litres 8.30 6.70 7.00 7.00 6.80

2.07 Average Take l/m 8.30 6.70 7.00 7.00 6.80 7.16 1.62



Take litres 10.60 10.90 10.10 10.80 11.30

3.10 Average Take l/m 10.60 10.90 10.10 10.80 11.30 10.74 1.94



Take litres 9.60 9.70 8.10 9.10 8.80

2.07 Average Take l/m 9.60 9.70 8.10 9.10 8.80 9.06 2.05



Take litres 7.50 7.10 7.20 7.40 7.40

1.03 Average Take l/m 7.50 7.10 7.20 7.40 7.40 7.32 2.22

Print 11/12/10 11:15

KITSAULT PROJECT



VA101-343/6 K10-14GT


5 1



STATIC WTR LEVEL Transducer pressures MAX Lu= 2.223 MAX k= 2.22E-05

DETERMINATION:

MIN Lu= 1.470 MIN k= 1.47E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS VERY ERRATIC AT ALL PRESSURES. NO LEAKS WERE NOTICED DURING THE TEST.



0.0

0.5

1.0

1.5

2.0

2.5

1.03 2.07 3.10 2.07 1.03

Lu

geo

ns



3.0

4.1

5.1

4.1

3.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00

Pre

ssu

re (

Bar

s)

Q (l/m)



JS BB KJB



DATEREV

Page 3 of 5 B2-17 of 56

SHEET 4 OF 5


AREA: TEST NO: 4






Take litres 9.80 9.20 9.20 9.00 8.70

2.31 Average Take l/m 9.80 9.20 9.20 9.00 8.70 9.18 1.55



Take litres 9.90 10.10 10.40 10.20 10.30

3.69 Average Take l/m 9.90 10.10 10.40 10.20 10.30 10.18 1.37



Take litres 6.50 25.80 16.10 15.60 16.00

5.07 Average Take l/m 6.50 25.80 16.10 15.60 16.00 16.00 1.80



Take litres 11.70 11.60 11.30 11.40 11.30

3.55 Average Take l/m 11.70 11.60 11.30 11.40 11.30 11.46 1.58



Take litres 8.50 8.30 8.00 8.00 7.80

2.07 Average Take l/m 8.50 8.30 8.00 8.00 7.80 8.12 1.43



Print 11/12/10 11:15


1.8


8.28.0




DETERMINATION:

MIN Lu= 1.373 MIN k= 1.37E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS EXTREMLY ERRATIC. LOW CONFIDENCE ON WATER PRESSURE READINGS. Pressures adjusted from transducer.



0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

2.31 3.69 5.07 3.55 2.07

Lu

geo

ns



5.5

6.8

8.2

6.7

5.2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00

Pre

ssu

re (

Bar

s)

Q (l/m)



JS BB KJB



DATEREV

Page 4 of 5 B2-18 of 56

SHEET 5 OF 5


AREA: TEST NO: 5






Take litres 36.00 36.00 34.00 36.00 35.00

1.72 Average Take l/m 36.00 36.00 34.00 36.00 35.00 35.40 6.70



Take litres 45.00 41.00 44.00 47.00 40.00

3.10 Average Take l/m 45.00 41.00 44.00 47.00 40.00 43.40 6.40



Take litres 51.00 51.00 52.00 52.00 53.00

4.48 Average Take l/m 51.00 51.00 52.00 52.00 53.00 51.80 6.26



Take litres 46.00 44.00 47.00 43.00 45.00

3.45 Average Take l/m 46.00 44.00 47.00 43.00 45.00 45.00 6.29



Take litres 39.00 38.00 38.00 39.00 38.00

2.07 Average Take l/m 39.00 38.00 38.00 39.00 38.00 38.40 6.79



Print 11/12/10 11:15


6.8


7 68.0




DETERMINATION:

MIN Lu= 6.263 MIN k= 6.26E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. A LARGE AMOUNT OF WATER WAS NOTICED TO BE SPILLING OUT OF THE CASING.THE PACKER MAY NOT HAVE SEALED CORRECTLY SO THESE RESULTS SHOULD NOT BE RELIED UPON



6.0

6.1

6.2

6.3

6.4

6.5

6.6

6.7

6.8

6.9

1.72 3.10 4.48 3.45 2.07

Lu

geo

ns



4.9

6.3

7.6

6.6

5.2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00

Pre

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JS BB KJB



DATEREV

Page 5 of 5 B2-19 of 56

SHEET 1 OF 5


AREA: TEST NO: 1






Take litres 0.90 0.80 0.90 0.80 0.80

0.55 Average Take l/m 0.90 0.80 0.90 0.80 0.80 0.84 0.98



Take litres 1.85 1.70 1.65 1.60 1.60

1.24 Average Take l/m 1.85 1.70 1.65 1.60 1.60 1.68 0.99



Take litres 2.10 2.00 2.00 1.95 1.90

1.79 Average Take l/m 2.10 2.00 2.00 1.95 1.90 1.99 0.83



Take litres 1.35 2.55 1.30 1.25 1.25

1.17 Average Take l/m 1.35 2.55 1.30 1.25 1.25 1.54 0.95



Take litres 0.60 0.65 0.60 0.60 0.65

0.55 Average Take l/m 0.60 0.65 0.60 0.60 0.65 0.62 0.73


VA101-343/6 K10-15AGTKITSAULT PROJECT

Downstream of South Abutment

Print 11/12/10 11:25

1.2 STAGE PRESSURE VERSUS LUGEON VALUE2.5FLOW VERSUS PRESSURE PLOT



DETERMINATION:

MIN Lu= 0.726 MIN k= 7.26E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER GAUGE WAS STEADY. NO LEAKS WERE NOTICED DURING THE TEST.


M:\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Packer Data Reviewed\[K10-15AGT Packer Tests.xls]Test 1

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.55 1.24 1.79 1.17 0.55

Lu

geo

ns



0.7

1.4

1.9

1.3

0.7

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.50 1.00 1.50 2.00 2.50

Pre

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Bar

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0 30NOV'2010 GW JSISSUED FOR REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV

Page 1 of 5 B2-20 of 56

SHEET 2 OF 5


AREA: TEST NO: 2






Take litres 1.00 1.10 0.90 1.00 0.90

1.03 Average Take l/m 1.00 1.10 0.90 1.00 0.90 0.98 0.90



Take litres 1.40 1.40 1.40 1.30 1.30

2.07 Average Take l/m 1.40 1.40 1.40 1.30 1.30 1.36 0.66



Take litres 1.60 1.70 1.70 1.60 1.70

3.10 Average Take l/m 1.60 1.70 1.70 1.60 1.70 1.66 0.55



Take litres 1.30 1.20 1.30 1.20 1.20

2.14 Average Take l/m 1.30 1.20 1.30 1.20 1.20 1.24 0.59



Take litres 0.70 0.80 0.80 0.70 0.80

1.03 Average Take l/m 0.70 0.80 0.80 0.70 0.80 0.76 0.70

Print 11/12/10 11:25




0.9


3.2

3 0




DETERMINATION:

MIN Lu= 0.551 MIN k= 5.51E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS STEADY, P3 WAS A LITTLE JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.



0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.03 2.07 3.10 2.14 1.03

Lu

geo

ns



1.2

2.2

3.2

2.3

1.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80

Pre

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Page 2 of 5 B2-21 of 56

SHEET 3 OF 5


AREA: TEST NO: 3






Take litres 1.85 1.75 1.70 1.65 1.60

1.24 Average Take l/m 1.85 1.75 1.70 1.65 1.60 1.71 0.89



Take litres 2.65 2.55 2.50 2.40 2.40

2.76 Average Take l/m 2.65 2.55 2.50 2.40 2.40 2.50 0.62



Take litres 3.00 3.00 2.90 2.90 2.85

4.07 Average Take l/m 3.00 3.00 2.90 2.90 2.85 2.93 0.50



Take litres 2.00 2.00 2.00 2.00 2.00

2.48 Average Take l/m 2.00 2.00 2.00 2.00 2.00 2.00 0.55



Take litres 1.30 1.30 1.30 1.30 1.30

1.24 Average Take l/m 1.30 1.30 1.30 1.30 1.30 1.30 0.68




Print 11/12/10 11:25

0.9


4.24.0




DETERMINATION:

MIN Lu= 0.502 MIN k= 5.02E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:NO LEAKS WERE NOTICED DURING THE TEST.



0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.24 2.76 4.07 2.48 1.24

Lu

geo

ns



1.4

2.9

4.2

2.6

1.4

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Pre

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0 30NOV'2010 GW JSISSUED FOR REPORT BBDATE DESCRIPTION PREP'D CHK'D APP'DREV

Page 3 of 5 B2-22 of 56

SHEET 4 OF 5


AREA: TEST NO: 4






Take litres 2.65 2.45 2.25 2.20 2.05

1.79 Average Take l/m 2.65 2.45 2.25 2.20 2.05 2.32 0.86



Take litres 2.70 2.55 2.55 2.50 2.50

3.38 Average Take l/m 2.70 2.55 2.55 2.50 2.50 2.56 0.52



Take litres 3.90 3.70 3.65 3.55 3.40

5.45 Average Take l/m 3.90 3.70 3.65 3.55 3.40 3.64 0.47



Take litres 2.80 2.70 2.65 2.55 2.55

3.34 Average Take l/m 2.80 2.70 2.65 2.55 2.55 2.65 0.55



Take litres 1.65 1.60 1.55 1.55 1.55

1.86 Average Take l/m 1.65 1.60 1.55 1.55 1.55 1.58 0.57




Print 11/12/10 11:25

0.9


5.6




DETERMINATION:

MIN Lu= 0.469 MIN k= 4.69E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P2 AND P3. STABLE FOR P1. NO LEAKS WERE NOTICED DURING THE TEST. WATER WAS COMING OUT OF THE CASING



0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.79 3.38 5.45 3.34 1.86

Lu

geo

ns



1.9

3.5

5.6

3.5

2.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00

Pre

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Page 4 of 5 B2-23 of 56

SHEET 5 OF 5


AREA: TEST NO: 5






Take litres 1.80 1.60 1.60 1.60 1.70

0.69 Average Take l/m 1.80 1.60 1.60 1.60 1.70 1.66 0.41



Take litres 2.70 2.60 2.50 2.40 2.50

1.38 Average Take l/m 2.70 2.60 2.50 2.40 2.50 2.54 0.34



Take litres 3.70 3.60 3.40 3.40 3.40

2.07 Average Take l/m 3.70 3.60 3.40 3.40 3.40 3.50 0.32



Take litres 2.20 2.10 2.20 2.30 2.30

1.38 Average Take l/m 2.20 2.10 2.20 2.30 2.30 2.22 0.30



Take litres 1.10 1.20 1.20 1.20 1.20

0.69 Average Take l/m 1.10 1.20 1.20 1.20 1.20 1.18 0.29

Print 11/12/10 11:25




0.4


2.2




DETERMINATION:

MIN Lu= 0.289 MIN k= 2.89E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P2 AND P3. STABLE FOR P1. NO LEAKS WERE NOTICED DURING THE TEST. WATER WAS COMING OUT OF THE CASING



0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.4

0.5

0.69 1.38 2.07 1.38 0.69

Lu

geo

ns



0.8

1.5

2.2

1.5

0.8

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00

Pre

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Page 5 of 5 B2-24 of 56

SHEET 1 OF 5


AREA: TEST NO: 1



DATE: 28/7/10 GAUGE HEIGHT ABOVE GROUND: 1.1 m BOTTOM OF TEST INTERVAL: 60.00 18.29 ft (DOWN HOLE) m (DOWN HOLE)



Take litres 5.10 5.40 5.60 5.60 5.50

0.34 Average Take l/m 5.10 5.40 5.60 5.60 5.50 5.44 12.87



Take litres 5.70 5.65 5.65 5.60 5.60

0.48 Average Take l/m 5.70 5.65 5.65 5.60 5.60 5.64 10.23



Take litres 9.20 9.00 8.80 8.80 8.80

0.97 Average Take l/m 9.20 9.00 8.80 8.80 8.80 8.92 8.92



Take litres 5.95 5.95 5.90 6.00 6.00

0.55 Average Take l/m 5.95 5.95 5.90 6.00 6.00 5.96 9.69



Take litres 4.90 5.00 4.85 4.95 4.95

0.34 Average Take l/m 4.90 5.00 4.85 4.95 4.95 4.93 11.66

Print 11/12/10 11:32

KITSAULT PROJECT

Along South Embankment


VA101-343/6 K10-16GT

12 0


1.1




DETERMINATION:

MIN Lu= 8.921 MIN k= 8.92E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:


M:\1\01\00343\06\A\Data\Task 0200 (Geotechnical Site Investigation Program)\Drillhole data reviewed\Packer Data Reviewed\[K10-16GT packer test.xls]Test 1

NO LEAKS WERE NOTICED DURING TESTING. FLOW RATE SEEMED HIGH. ALLOWED APPROX 5MIN FOR TEST ZONE TO FILL BEFORE STARTING TEST. HOLE WAS WASHED FOR APPROX 35MIN BEFORE TEST AS EACH ROD WAS BEING GREASED BEFORE DRILLING.

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.34 0.48 0.97 0.55 0.34

Lu

geo

ns



0.5

0.6

1.1

0.7

0.5

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00

Pre

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Page 1 of 5 B2-25 of 56

SHEET 2 OF 5


AREA: TEST NO: 2






Take litres 0.60 0.60 0.60 0.50 0.50

0.69 Average Take l/m 0.60 0.60 0.60 0.50 0.50 0.56 0.66



Take litres 0.70 0.70 0.60 0.50 0.60

1.38 Average Take l/m 0.70 0.70 0.60 0.50 0.60 0.62 0.42



Take litres 0.80 0.60 0.60 0.70 0.55

2.07 Average Take l/m 0.80 0.60 0.60 0.70 0.55 0.65 0.31



Take litres 0.50 0.40 0.40 0.35 0.35

1.38 Average Take l/m 0.50 0.40 0.40 0.35 0.35 0.40 0.27



Take litres 0.20 0.20 0.20 0.20 0.20

0.69 Average Take l/m 0.20 0.20 0.20 0.20 0.20 0.20 0.24




Print 11/12/10 11:32

0 6


2.3




DETERMINATION:

MIN Lu= 0.236 MIN k= 2.36E-06

INTERPRETATION cm/s





GAUGE WAS STEADY THROUGHOUT TEST, NOL EAKS WERE NOTICED.



0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.69 1.38 2.07 1.38 0.69

Lu

geo

ns



0.9

1.6

2.3

1.6

0.9

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70

Pre

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Page 2 of 5 B2-26 of 56

SHEET 3 OF 5


AREA: TEST NO: 3



DATE: GAUGE HEIGHT ABOVE GROUND: 1.3 m BOTTOM OF TEST INTERVAL: 125.00 38.11 ft (DOWN HOLE) m (DOWN HOLE)



Take litres 1.10 1.20 1.10 1.20 1.10

1.03 Average Take l/m 1.10 1.20 1.10 1.20 1.10 1.14 0.84



Take litres 2.10 2.00 1.90 2.00 1.90

2.07 Average Take l/m 2.10 2.00 1.90 2.00 1.90 1.98 0.80



Take litres 2.80 2.70 2.70 2.70 2.70

3.03 Average Take l/m 2.80 2.70 2.70 2.70 2.70 2.72 0.77



Take litres 1.80 1.80 1.80 1.80 1.70

2.07 Average Take l/m 1.80 1.80 1.80 1.80 1.70 1.78 0.72



Take litres 1.00 1.00 1.10 1.00 1.10

1.03 Average Take l/m 1.00 1.00 1.10 1.00 1.10 1.04 0.77

Print 11/12/10 11:32




0.8


3.3

3 0




DETERMINATION:

MIN Lu= 0.719 MIN k= 7.19E-06

INTERPRETATION cm/s





PRESSURE GAUGE WAS STEADY, NO LEAKS WERE NOTICED.



0.6

0.7

0.7

0.7

0.7

0.7

0.8

0.8

0.8

0.8

0.8

0.9

1.03 2.07 3.03 2.07 1.03

Lu

geo

ns



1.3

2.3

3.3

2.3

1.3

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Pre

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Page 3 of 5 B2-27 of 56

SHEET 4 OF 5


AREA: TEST NO: 4






Take litres 2.50 2.80 2.75 2.55 3.00 2.7

1.38 Average Take l/m 2.50 2.80 2.75 2.55 3.00 2.7 2.72 1.39



Take litres 4.20 4.20 4.20 4.10 4.15

2.55 Average Take l/m 4.20 4.20 4.20 4.10 4.15 4.17 1.23



Take litres 5.90 5.60 5.50 5.50 5.40

4.27 Average Take l/m 5.90 5.60 5.50 5.50 5.40 5.58 1.01



Take litres 3.85 3.75 3.75 3.75 3.70

2.48 Average Take l/m 3.85 3.75 3.75 3.75 3.70 3.76 1.14



Take litres 2.75 2.75 2.65 2.65 2.70

1.45 Average Take l/m 2.75 2.75 2.65 2.65 2.70 2.70 1.33




Print 11/12/10 11:32

1.4


4.54.5




DETERMINATION:

MIN Lu= 1.010 MIN k= 1.01E-05

INTERPRETATION cm/s







0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.38 2.55 4.27 2.48 1.45

Lu

geo

ns



1.6

2.8

4.5

2.7

1.6

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Pre

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Bar

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Q (l/m)




Page 4 of 5 B2-28 of 56

SHEET 5 OF 5


AREA: TEST NO: 5






Take litres 0.80 0.70 0.75 0.75 0.75

2.07 Average Take l/m 0.80 0.70 0.75 0.75 0.75 0.75 0.31



Take litres 1.20 1.15 1.15 1.05 1.05

4.07 Average Take l/m 1.20 1.15 1.15 1.05 1.05 1.12 0.24



Take litres 1.40 1.35 1.30 1.30 1.25

5.72 Average Take l/m 1.40 1.35 1.30 1.30 1.25 1.32 0.21



Take litres 0.83 0.85 0.85 0.85 0.85

3.46 Average Take l/m 0.83 0.85 0.85 0.85 0.85 0.85 0.21



Take litres 0.80 0.90 0.90 0.85 0.90

2.62 Average Take l/m 0.80 0.90 0.90 0.85 0.90 0.87 0.28

Print 11/12/10 11:32




0 3


5 96 0




DETERMINATION:

MIN Lu= 0.206 MIN k= 2.06E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER GAUGE WAS ERRATIC THROUGHOUT THE TEST. LOW CONFIDENCE ON PRESSURE DATAPRESSURES WERE CORRECTED WITH TRANSDUCER DATA.



0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

2.07 4.07 5.72 3.46 2.62

Lu

geo

ns



2.3

4.3

5.9

3.7

2.8

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40

Pre

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Bar

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Page 5 of 5 B2-29 of 56

SHEET 1 OF 5


AREA: TEST NO: 1






Take litres 1.90 1.85 1.80 1.75 1.70

0.34 Average Take l/m 1.90 1.85 1.80 1.75 1.70 1.80 3.43



Take litres 2.00 1.90 1.85 1.90 1.85

0.55 Average Take l/m 2.00 1.90 1.85 1.90 1.85 1.90 2.54



Take litres 2.30 2.30 2.20 2.15 2.15 2.1

0.90 Average Take l/m 2.30 2.30 2.20 2.15 2.15 2.1 2.20 1.96



Take litres 1.55 1.60 1.55 1.50 1.50 1.55

0.52 Average Take l/m 1.55 1.60 1.55 1.50 1.50 1.55 1.54 2.17



Take litres 1.30 1.25 1.25 1.25 1.25

0.34 Average Take l/m 1.30 1.25 1.25 1.25 1.25 1.26 2.40


Northeast Embankment (site I)

Print 11/12/10 11:39


3.5


1.0



STATIC WTR LEVEL WATER METER AND TRANSDUCER MAX Lu= 3.431 MAX k= 3.43E-05

DETERMINATION:

MIN Lu= 1.961 MIN k= 1.96E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:NO LEAKS DURING TEST. THE PRESSURE GAUGE WAS ERRATIC FOR P3



0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.34 0.55 0.90 0.52 0.34

Lu

geo

ns



0.5

0.7

1.0

0.7

0.5

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.00 0.50 1.00 1.50 2.00 2.50

Pre

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Bar

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A0 30NOV'2010 JS BBISSUED FOR REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV

Page 1 of 5 B2-30 of 56

SHEET 2 OF 5


AREA: TEST NO: 2






Take litres 1.10 1.05 0.95 0.95 0.90

0.55 Average Take l/m 1.10 1.05 0.95 0.95 0.90 0.99 1.16



Take litres 1.15 1.05 1.10 1.10 1.00

1.24 Average Take l/m 1.15 1.05 1.10 1.10 1.00 1.08 0.63



Take litres 1.25 1.20 1.20 1.20 1.15

1.72 Average Take l/m 1.25 1.20 1.20 1.20 1.15 1.20 0.52



Take litres 0.95 0.90 0.90 0.90 0.85

0.90 Average Take l/m 0.95 0.90 0.90 0.90 0.85 0.90 0.70



Take litres 0.80 0.75 0.75 0.75 0.75

0.62 Average Take l/m 0.80 0.75 0.75 0.75 0.75 0.76 0.81

Print 11/12/10 11:39

KITSAULT PROJECT



VA101-343/6 K10-17GT

1 2


1.91.8




DETERMINATION:

MIN Lu= 0.521 MIN k= 5.21E-06

INTERPRETATION cm/s







0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

0.55 1.24 1.72 0.90 0.62

Lu

geo

ns



0.7

1.4

1.9

1.0

0.8

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40

Pre

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Bar

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Q (l/m)




Page 2 of 5 B2-31 of 56

SHEET 3 OF 5


AREA: TEST NO: 3






Take litres 1.10 1.30 1.20 1.10 1.20

1.03 Average Take l/m 1.10 1.30 1.20 1.10 1.20 1.18 0.93



Take litres 1.80 1.70 1.70 1.60 1.60

2.07 Average Take l/m 1.80 1.70 1.70 1.60 1.60 1.68 0.70



Take litres 2.60 2.40 2.40 2.30 2.30

3.10 Average Take l/m 2.60 2.40 2.40 2.30 2.30 2.40 0.68



Take litres 1.70 1.60 1.70 1.60 1.60

2.07 Average Take l/m 1.70 1.60 1.70 1.60 1.60 1.64 0.69



Take litres 1.00 1.30 1.10 1.20 1.10

0.97 Average Take l/m 1.00 1.30 1.10 1.20 1.10 1.14 0.95

Print 11/12/10 11:39

KITSAULT PROJECT



VA101-343/6 K10-17GT


3.2

3 0




DETERMINATION:

MIN Lu= 0.684 MIN k= 6.84E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Good seal around landing ring, no leaks during test, gauge was jumpy especially at higher pressures.



0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.03 2.07 3.10 2.07 0.97

Lu

geo

ns



1.2

2.2

3.2

2.2

1.1

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00

Pre

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Q (l/m)




Page 3 of 5 B2-32 of 56

SHEET 4 OF 5


AREA: TEST NO: 4






Take litres 2.60 2.60 2.60 2.50 2.40

1.38 Average Take l/m 2.60 2.60 2.60 2.50 2.40 2.54 1.35



Take litres 5.20 5.00 4.90 4.80 4.70

2.76 Average Take l/m 5.20 5.00 4.90 4.80 4.70 4.92 1.37



Take litres 7.00 7.20 6.20 6.60 6.60

4.14 Average Take l/m 7.00 7.20 6.20 6.60 6.60 6.72 1.27



Take litres 4.90 4.70 4.60 4.60 4.60

2.76 Average Take l/m 4.90 4.70 4.60 4.60 4.60 4.68 1.31



Take litres 2.00 1.90 2.00 2.20 1.10

1.38 Average Take l/m 2.00 1.90 2.00 2.20 1.10 1.84 0.98



Print 11/12/10 11:39


1.4

1.6 STAGE PRESSURE VERSUS LUGEON VALUE4.3

4.0




DETERMINATION:

MIN Lu= 0.981 MIN k= 9.81E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST. After test water in rods was observed to rise up to 2.0m above ground, after 30min the level began to drop again, cracks in rock likely swelled during test and then squeezed water back out.



0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.38 2.76 4.14 2.76 1.38

Lu

geo

ns



1.5

2.9

4.3

2.9

1.5

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Pre

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Page 4 of 5 B2-33 of 56

SHEET 5 OF 5


AREA: TEST NO: 5






Take litres 4.15 4.00 3.85 3.80 3.70

1.79 Average Take l/m 4.15 4.00 3.85 3.80 3.70 3.90 1.47



Take litres 7.00 6.80 6.70 6.60 6.60

3.38 Average Take l/m 7.00 6.80 6.70 6.60 6.60 6.74 1.40



Take litres 9.70 9.60 9.50 9.50 9.40

5.17 Average Take l/m 9.70 9.60 9.50 9.50 9.40 9.54 1.31



Take litres 5.50 5.60 5.70 5.70 5.75

3.24 Average Take l/m 5.50 5.60 5.70 5.70 5.75 5.65 1.22



Take litres 2.00 2.40 2.60 2.60 2.75

1.86 Average Take l/m 2.00 2.40 2.60 2.60 2.75 2.47 0.90



Print 11/12/10 11:39


1.4


5.3




DETERMINATION:

MIN Lu= 0.899 MIN k= 8.99E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC FOR P3



0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.79 3.38 5.17 3.24 1.86

Lu

geo

ns



1.9

3.5

5.3

3.4

2.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00

Pre

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Page 5 of 5 B2-34 of 56

SHEET 1 OF 3


AREA: TEST NO: 1

DIP: 45 oDEPTH GROUNDWATER: -1.5 m TOP OF TEST INTERVAL: 88.40 26.95





Take litres 1.90 1.70 1.90 1.70 1.80

0.69 Average Take l/m 1.90 1.70 1.90 1.70 1.80 1.80 2.50



Take litres 3.30 3.30 3.20 3.00 3.10

1.38 Average Take l/m 3.30 3.30 3.20 3.00 3.10 3.18 2.17



Take litres 4.10 4.00 3.90 3.90 3.90

2.10 Average Take l/m 4.10 4.00 3.90 3.90 3.90 3.96 1.76



Take litres 2.60 2.60 2.50 2.60 2.60

1.38 Average Take l/m 2.60 2.60 2.50 2.60 2.60 2.58 1.76



Take litres 1.20 1.30 1.30 1.30 1.30

0.72 Average Take l/m 1.20 1.30 1.30 1.30 1.30 1.28 1.69


South Abutment

Print 11/12/10 11:46



2 1




DETERMINATION:

MIN Lu= 1.691 MIN k= 1.69E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Some water was observed to be coming out of the casing, however the test caused artesian water pressure at the test depth and this water likely flowed around the packer.Water was at ground level before test and 2.9m above after test, depth to groundwater was taken as the average of these two values.



0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.69 1.38 2.10 1.38 0.72

Lu

geo

ns



0.7

1.4

2.1

1.4

0.7

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Pre

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Page 1 of 3 B2-35 of 56

SHEET 2 OF 3


AREA: TEST NO: 2

DIP: 45 oDEPTH GROUNDWATER: -1.1 m TOP OF TEST INTERVAL: 123.40 37.62





Take litres 8.30 9.10 7.20 7.90 8.00

1.03 Average Take l/m 8.30 9.10 7.20 7.90 8.00 8.10 7.21



Take litres 12.30 11.80 11.90 12.00 11.70

2.07 Average Take l/m 12.30 11.80 11.90 12.00 11.70 11.94 5.32



Take litres 15.20 14.80 15.50 13.40 13.50

3.10 Average Take l/m 15.20 14.80 15.50 13.40 13.50 14.48 4.31



Take litres 11.30 9.40 10.10 10.10 10.10

2.07 Average Take l/m 11.30 9.40 10.10 10.10 10.10 10.20 4.55



Take litres 7.00 6.80 6.80 6.80 6.70

1.03 Average Take l/m 7.00 6.80 6.80 6.80 6.70 6.82 6.07

Print 11/12/10 11:46

KITSAULT PROJECT

South Abutment


VA101-343/6 K10-18GT

7.0


3.13 0




DETERMINATION:

MIN Lu= 4.307 MIN k= 4.31E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:GAUGE WAS ERRATIC AT P3 PRESSURE, A LEAK WAS NOTICED TO INCREASE WITH PRESSURE IN THE CASING BUT IT ONLY ACCOUNTED FOR 5% OF THE FLOW REGISTERED ON THE FLOWMETER, ARTESIAN PRESSURES TO 2.1M ABOVE GROUND AFTER TEST.Water was at ground level before test and 2.1m above after test, depth to groundwater was taken as the average of these two values.



0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

1.03 2.07 3.10 2.07 1.03

Lu

geo

ns



1.1

2.1

3.1

2.1

1.1

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00

Pre

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Page 2 of 3 B2-36 of 56

SHEET 3 OF 3


AREA: TEST NO: 3






Take litres 3.70 3.50 3.50 3.40 3.20

1.21 Average Take l/m 3.70 3.50 3.50 3.40 3.20 3.46 2.49



Take litres 5.30 5.10 5.10 4.80 4.90

2.31 Average Take l/m 5.30 5.10 5.10 4.80 4.90 5.04 1.95



Take litres 7.50 6.40 6.70 6.60 6.50

3.52 Average Take l/m 7.50 6.40 6.70 6.60 6.50 6.74 1.73



Take litres 4.30 4.20 4.30 4.30 4.30

2.34 Average Take l/m 4.30 4.20 4.30 4.30 4.30 4.28 1.63



Take litres 2.20 2.40 2.30 2.40 2.50

1.10 Average Take l/m 2.20 2.40 2.30 2.40 2.50 2.36 1.85


South Abutment

Print 11/12/10 11:46



3.63.5




DETERMINATION:

MIN Lu= 1.633 MIN k= 1.63E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:Pressure gauge was steady, a trickle of water was noted coming out of the casing during the test.1.5L/min lost at 100psi after packer was inflated but pin was not broken yet.



0.0

0.5

1.0

1.5

2.0

2.5

3.0

1.21 2.31 3.52 2.34 1.10

Lu

geo

ns



1.3

2.4

3.6

2.5

1.2

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Pre

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Bar

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Page 3 of 3 B2-37 of 56

SHEET 1 OF 2


AREA: TEST NO: 1






Take litres 2.80 2.50 2.50 2.70 2.50

1.77 Average Take l/m 2.80 2.50 2.50 2.70 2.50 2.60 1.58



Take litres 3.20 3.30 3.20 3.50 3.10

2.46 Average Take l/m 3.20 3.30 3.20 3.50 3.10 3.26 1.42



Take litres 2.70 3.50 3.80 3.60 3.60

2.94 Average Take l/m 2.70 3.50 3.80 3.60 3.60 3.44 1.26



Take litres 3.00 3.00 3.00 2.90 3.00

2.19 Average Take l/m 3.00 3.00 3.00 2.90 3.00 2.98 1.47



Take litres 2.20 2.00 2.00 2.10 2.20

1.29 Average Take l/m 2.20 2.00 2.00 2.10 2.20 2.10 1.75

Print 11/12/10 11:51



South Abutment Monitoring Well Installation

1.8


3.03 0




DETERMINATION:

MIN Lu= 1.257 MIN k= 1.26E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST.All pressures were adjusted off transducer data.



0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

1.77 2.46 2.94 2.19 1.29

Lu

geo

ns



1.9

2.6

3.0

2.3

1.4

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00

Pre

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Page 1 of 2 B2-38 of 56

SHEET 2 OF 2


AREA: TEST NO: 2






Take litres 3.00 2.80 2.70 2.70 2.70

0.69 Average Take l/m 3.00 2.80 2.70 2.70 2.70 2.78 3.27



Take litres 3.70 3.70 3.60 3.50 3.70

1.38 Average Take l/m 3.70 3.70 3.60 3.50 3.70 3.64 2.14



Take litres 4.10 4.00 3.90 4.00 4.20

2.07 Average Take l/m 4.10 4.00 3.90 4.00 4.20 4.04 1.58



Take litres 3.60 3.50 3.60 3.30 3.80

1.38 Average Take l/m 3.60 3.50 3.60 3.30 3.80 3.56 2.09



Take litres 2.90 2.80 2.80 2.80 2.80

0.69 Average Take l/m 2.90 2.80 2.80 2.80 2.80 2.82 3.31



South Abutment Monitoring Well Installation

Print 11/12/10 11:51

3 0


2.2




DETERMINATION:

MIN Lu= 1.582 MIN k= 1.58E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:SOME WATER WAS COMING UP THROUGH THE CASING FOR THE DURATION OF THE TEST (~1 L/min)~0.8 L/min LOSS THROUGH THE RODS (MEASURED WHILE INCREASING PRESSURE TO SHEAR THE PIN).



0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.69 1.38 2.07 1.38 0.69

Lu

geo

ns



0.8

1.5

2.2

1.5

0.8

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50

Pre

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Page 2 of 2 B2-39 of 56

SHEET 1 OF 2


AREA: TEST NO: 1






Take litres 7.60 7.30 7.70 7.50 7.40

0.69 Average Take l/m 7.60 7.30 7.70 7.50 7.40 7.50 7.97



Take litres 10.50 9.90 9.60 9.60 8.90

1.38 Average Take l/m 10.50 9.90 9.60 9.60 8.90 9.70 5.75



Take litres 11.80 11.50 11.40 11.60 11.20

2.07 Average Take l/m 11.80 11.50 11.40 11.60 11.20 11.50 4.73



Take litres 8.20 8.20 8.00 8.00 8.00

1.38 Average Take l/m 8.20 8.20 8.00 8.00 8.00 8.08 4.79



Take litres 5.30 5.50 5.10 5.10 5.30

0.69 Average Take l/m 5.30 5.50 5.10 5.10 5.30 5.26 5.59

Print 11/12/10 11:54


Downstream of Northeast Embankment


8.0


2.2




DETERMINATION:

MIN Lu= 4.726 MIN k= 4.73E-05

INTERPRETATION cm/s







0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

0.69 1.38 2.07 1.38 0.69

Lu

geo

ns



0.9

1.6

2.2

1.6

0.9

0.0

0.5

1.0

1.5

2.0

2.5

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

Pre

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Page 1 of 2 B2-40 of 56

SHEET 2 OF 2


AREA: TEST NO: 2






Take litres 6.40 6.80 6.30 5.80 5.90

0.90 Average Take l/m 6.40 6.80 6.30 5.80 5.90 6.24 7.68



Take litres 8.30 8.20 8.10 8.20 8.10

1.72 Average Take l/m 8.30 8.20 8.10 8.20 8.10 8.18 5.60



Take litres 10.40 10.70 10.60 10.60 10.90

2.65 Average Take l/m 10.40 10.70 10.60 10.60 10.90 10.64 4.86



Take litres 8.40 8.60 8.50 8.60 8.80

1.65 Average Take l/m 8.40 8.60 8.50 8.60 8.80 8.58 6.10



Take litres 6.90 6.90 7.50 7.50 7.90

0.90 Average Take l/m 6.90 6.90 7.50 7.50 7.90 7.34 9.04

KITSAULT PROJECT

Downstream of Northeast Embankment

Print 11/12/10 11:54


VA101-343/6 K10-20GT

9.0


2.8




DETERMINATION:

MIN Lu= 4.859 MIN k= 4.86E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC DURING P MAX (MORE STEADY FOR P1 AND P2). P3 ADJUSTED OFF TRANSDUCER.NEGLIGIBLE LEAK FROM SWIVEL HEAD. NO OTHER LEAKS DETECTED.~0.8 L/MIN SYSTEM LOSSES AT 37 PSI (MEASURED DURING BLADDER INFLATION). THESE SYSTEM LOSSES HAVE NOT BEEN ACCOUNTED FOR YET.

TEST BY: CG REVIEWED BY: BB


0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

0.90 1.72 2.65 1.65 0.90

Lu

geo

ns



1.0

1.9

2.8

1.8

1.0

0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00

Pre

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Page 2 of 2 B2-41 of 56

SHEET 1 OF 2


AREA: TEST NO: 1






Take litres 8.00 8.30 8.20 8.00 8.00

0.55 Average Take l/m 8.00 8.30 8.20 8.00 8.00 8.10 10.59



Take litres 13.10 12.70 12.40 12.80 12.70

1.03 Average Take l/m 13.10 12.70 12.40 12.80 12.70 12.74 10.45



Take litres 15.70 15.90 16.00 15.80 15.80

1.59 Average Take l/m 15.70 15.90 16.00 15.80 15.80 15.84 9.11



Take litres 12.00 11.80 12.10 11.80 11.90

1.03 Average Take l/m 12.00 11.80 12.10 11.80 11.90 11.92 9.78



Take litres 8.30 8.40 8.50 8.60 8.40

0.55 Average Take l/m 8.30 8.40 8.50 8.60 8.40 8.44 11.04


Upstream of Northeast Embankment

Print 11/12/10 12:34



1.81.8




DETERMINATION:

MIN Lu= 9.109 MIN k= 9.11E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:2nd attempt. First attempt bit was 5 ft higher, water was coming out through the casing.

TEST BY: started by JS, finished by CG REVIEWED BY: BB


0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.55 1.03 1.59 1.03 0.55

Lu

geo

ns



0.8

1.3

1.8

1.3

0.8

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

2.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00

Pre

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Q (l/m)




Page 1 of 2 B2-42 of 56

SHEET 2 OF 2


AREA: TEST NO: 2






Take litres 15.50 13.50 13.00 14.00 13.00

0.69 Average Take l/m 15.50 13.50 13.00 14.00 13.00 13.80 13.16



Take litres 18.00 16.00 17.50 17.00 16.50

1.38 Average Take l/m 18.00 16.00 17.50 17.00 16.50 17.00 8.95



Take litres 19.00 20.00 19.00 20.00 20.00

2.07 Average Take l/m 19.00 20.00 19.00 20.00 20.00 19.60 7.12



Take litres 15.00 16.00 15.00 17.00 15.00

1.38 Average Take l/m 15.00 16.00 15.00 17.00 15.00 15.60 8.21



Take litres 11.00 12.10 11.70 11.40 11.80

0.69 Average Take l/m 11.00 12.10 11.70 11.40 11.80 11.60 11.06


Upstream of Northeast Embankment

Print 11/12/10 12:34


VA101-343/6

12 0


2.2




DETERMINATION:

MIN Lu= 7.123 MIN k= 7.12E-05

INTERPRETATION cm/s







0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

0.69 1.38 2.07 1.38 0.69

Lu

geo

ns



0.8

1.5

2.2

1.5

0.8

0.0

0.5

1.0

1.5

2.0

2.5

0.00 5.00 10.00 15.00 20.00 25.00

Pre

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Q (l/m)




Page 2 of 2 B2-43 of 56

SHEET 1 OF 5


AREA: TEST NO: 1






Take litres 2.40 2.30 2.25 2.25 2.20

0.55 Average Take l/m 2.40 2.30 2.25 2.25 2.20 2.28 2.15



Take litres 2.90 2.70 2.70 2.65 2.65

1.10 Average Take l/m 2.90 2.70 2.70 2.65 2.65 2.72 1.44



Take litres 3.35 3.25 3.25 3.25 3.20

1.79 Average Take l/m 3.35 3.25 3.25 3.25 3.20 3.26 1.11



Take litres 2.55 2.55 2.50 2.60 2.65

1.24 Average Take l/m 2.55 2.55 2.50 2.60 2.65 2.57 1.22



Take litres 1.80 1.85 1.85 1.85 1.90

0.69 Average Take l/m 1.80 1.85 1.85 1.85 1.90 1.85 1.46


TMF South Abutment (site D)

Print 11/12/10 12:40


VA101-343/6



STATIC WTR LEVEL TRANSDUCER DATA MAX Lu= 2.153 MAX k= 2.15E-05

DETERMINATION:

MIN Lu= 1.112 MIN k= 1.11E-05

INTERPRETATION cm/s







0.0

0.5

1.0

1.5

2.0

2.5

0.55 1.10 1.79 1.24 0.69

Lu

geo

ns



0.7

1.3

1.9

1.4

0.8

0.0

0.5

1.0

1.5

2.0

2.5

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50

Pre

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Q (l/m)




Page 1 of 5 B2-44 of 56

SHEET 2 OF 5


AREA: TEST NO: 2






Take litres 8.80 8.90 8.70 8.50 8.40

0.90 Average Take l/m 8.80 8.90 8.70 8.50 8.40 8.66 5.11



Take litres 12.50 12.20 12.50 12.10 11.90

1.79 Average Take l/m 12.50 12.20 12.50 12.10 11.90 12.24 3.97



Take litres 17.80 17.10 16.50 17.10 17.30

2.69 Average Take l/m 17.80 17.10 16.50 17.10 17.30 17.16 3.84



Take litres 11.20 11.50 11.30 11.10 11.50

1.79 Average Take l/m 11.20 11.50 11.30 11.10 11.50 11.32 3.68



Take litres 7.60 7.60 7.60 7.50 7.60

0.90 Average Take l/m 7.60 7.60 7.60 7.50 7.60 7.58 4.47


TMF South Abutment (Site D)

Print 11/12/10 12:40



3 0




DETERMINATION:

MIN Lu= 3.675 MIN k= 3.68E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:SYSTEM LOSSES AT Pmax ~3.6 l/min. THESE LOSSES HAVE NOT BEEN ACCOUNTED FOR YET.PRESSURE GAUGE UNSTEADY AT P2 AND PMAX.TEST DONE IN COMPETENT GREYWACKE.

TEST BY: CG REVIEWED BY: BB


0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.90 1.79 2.69 1.79 0.90

Lu

geo

ns



1.1

2.0

2.9

2.0

1.1

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00

Pre

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Q (l/m)




Page 2 of 5 B2-45 of 56

SHEET 3 OF 5


AREA: TEST NO: 3






Take litres 12.50 11.70 11.60 11.20 11.30

1.72 Average Take l/m 12.50 11.70 11.60 11.20 11.30 11.66 3.13



Take litres 15.80 16.00 15.80 15.00 15.40

3.10 Average Take l/m 15.80 16.00 15.80 15.00 15.40 15.60 2.57



Take litres 22.40 22.10 22.50 23.60 22.20

4.48 Average Take l/m 22.40 22.10 22.50 23.60 22.20 22.56 2.69



Take litres 16.00 17.00 17.50 18.50 19.50

3.10 Average Take l/m 16.00 17.00 17.50 18.50 19.50 17.70 2.92



Take litres 10.80 13.10 13.20 15.20 14.50

1.72 Average Take l/m 10.80 13.10 13.20 15.20 14.50 13.36 3.58



Print 11/12/10 12:40


VA101-343/6

3.5




DETERMINATION:

MIN Lu= 2.573 MIN k= 2.57E-05

INTERPRETATION cm/s







0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

1.72 3.10 4.48 3.10 1.72

Lu

geo

ns



2.2

3.6

5.0

3.6

2.2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 5.00 10.00 15.00 20.00 25.00

Pre

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Page 3 of 5 B2-46 of 56

SHEET 4 OF 5


AREA: TEST NO: 4






Take litres 4.00 3.80 3.70 3.70 3.60

1.72 Average Take l/m 4.00 3.80 3.70 3.70 3.60 3.76 1.25



Take litres 3.80 3.80 3.70 3.50 4.00

3.45 Average Take l/m 3.80 3.80 3.70 3.50 4.00 3.76 0.70



Take litres 5.00 4.90 4.70 4.80 4.70

5.17 Average Take l/m 5.00 4.90 4.70 4.80 4.70 4.82 0.63



Take litres 3.60 3.50 3.50 3.40 3.50

3.45 Average Take l/m 3.60 3.50 3.50 3.40 3.50 3.50 0.66



Take litres 2.70 2.70 2.60 2.70 2.60

1.72 Average Take l/m 2.70 2.70 2.60 2.70 2.60 2.66 0.89



Print 11/12/10 12:40


1 2


5.76.0




DETERMINATION:

MIN Lu= 0.628 MIN k= 6.28E-06

INTERPRETATION cm/s







0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.72 3.45 5.17 3.45 1.72

Lu

geo

ns



2.2

3.9

5.7

3.9

2.2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00

Pre

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0 30NOV'2010' JS BBISSUED FOR REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV

Page 4 of 5 B2-47 of 56

SHEET 5 OF 5


AREA: TEST NO: 5






Take litres 6.00 5.70 5.40 5.70 5.20

4.07 Average Take l/m 6.00 5.70 5.40 5.70 5.20 5.60 0.45



Take litres 7.40 7.30 6.90 7.00 6.80

6.62 Average Take l/m 7.40 7.30 6.90 7.00 6.80 7.08 0.36



Take litres 10.50 10.50 10.30 10.10 10.00

10.76 Average Take l/m 10.50 10.50 10.30 10.10 10.00 10.28 0.32



Take litres 6.20 5.70 5.80 6.00 5.70

5.24 Average Take l/m 6.20 5.70 5.80 6.00 5.70 5.88 0.37



Take litres 4.60 4.40 4.70 4.60 4.40

3.72 Average Take l/m 4.60 4.40 4.70 4.60 4.40 4.54 0.40



Print 11/12/10 12:40


VA101-343/6

0.5


11.0




DETERMINATION:

MIN Lu= 0.322 MIN k= 3.22E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS HIGHLY ERRATIC I.E JUMPY. NO LEAKS WERE NOTICED DURING THE TEST but 5.6L/min were lost during the packer inflating.Pressures were adjusted from transducer data.



0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.4

0.5

0.5

4.07 6.62 10.76 5.24 3.72

Lu

geo

ns



4.3

6.8

11.0

5.5

3.9

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00

Pre

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Page 5 of 5 B2-48 of 56

SHEET 1 OF 5


AREA: TEST NO: 1



DATE: GAUGE HEIGHT ABOVE GROUND: 1.3 m BOTTOM OF TEST INTERVAL: 74.80 22.80 ft (DOWN HOLE) m (DOWN HOLE)



Take litres 28.00 26.00 27.00 26.00 26.00

0.52 Average Take l/m 28.00 26.00 27.00 26.00 26.00 26.60 22.23



Take litres 33.00 31.00 32.00 32.00 32.00

0.86 Average Take l/m 33.00 31.00 32.00 32.00 32.00 32.00 18.53



Take litres 34.00 35.00 32.00 33.00 33.00

1.28 Average Take l/m 34.00 35.00 32.00 33.00 33.00 33.40 14.13



Take litres 25.00 25.00 27.00 26.00 26.00

0.76 Average Take l/m 25.00 25.00 27.00 26.00 26.00 25.80 16.45



Take litres 19.00 21.00 20.00 22.00 22.00

0.41 Average Take l/m 19.00 21.00 20.00 22.00 22.00 20.80 20.05

KITSAULT PROJECT



VA101-343/6 K10-17GT

Print 11/12/10 12:48


1 51.6




DETERMINATION:

MIN Lu= 14.128 MIN k= 1.41E-04

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS VERY ERRATIC. Very minor leak was noticed out of swivel head, no other leaks. During packer inflate .4L/min were lost at 100psi.LAMINAR was picked because the gauge readings should not be trusted, averaging all of the Lugeon values hopefully gives a more accurate result.



0.0

5.0

10.0

15.0

20.0

25.0

0.52 0.86 1.28 0.76 0.41

Lu

geo

ns



0.8

1.1

1.5

1.0

0.7

0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

1.6

1.8

0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00

Pre

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Page 1 of 5 B2-49 of 56

SHEET 2 OF 5


AREA: TEST NO: 2






Take litres 42.50 41.50 42.00 42.00 41.00

1.03 Average Take l/m 42.50 41.50 42.00 42.00 41.00 41.80 32.75



Take litres 50.00 50.00 50.00 50.00 50.00

1.79 Average Take l/m 50.00 50.00 50.00 50.00 50.00 50.00 23.84



Take litres 56.00 57.00 56.00 56.00 57.00

2.76 Average Take l/m 56.00 57.00 56.00 56.00 57.00 56.40 17.95



Take litres 43.00 42.00 44.00 43.00 44.00

1.38 Average Take l/m 43.00 42.00 44.00 43.00 44.00 43.20 26.19



Take litres 37.00 37.00 38.00 37.00 37.00

0.90 Average Take l/m 37.00 37.00 38.00 37.00 37.00 37.20 33.01



VA101-343/6

Print 11/12/10 12:48


25.0

30.0


2.9

2.5

3.0



STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 33.007 MAX k= 3.30E-04DETERMINATION:








RODS HAD BEEN GREASED DURING DRILLING. HOLE WASHED AT BOTTOM AND 70FT FOR TOTAL OF 25MIN. NO SEAL AT START BETWEEN 'O' RING AND LANDING RING, LOOSNG APPROX 0.5 L/MIN. ATTEMPTS TO SEAL WITH OVERSHOT UNSUCCESSFUL. RODS PULLED LEAVING CORE BARREL IN STICKUP. PACKER CLEANED. LANDING RING IN CORE BARREL VISIBLE IN STICKUP TO DETERMINE ISSUE. SEAL OK. ASSUMED RODS WERE LEAKING. RODS (WITH ADDITIONAL THREAD GREASE) AND PACKER PUT BACK IN HOLE, SEAL SUCCESSFUL. THEREFORE INITIAL LEAKS POSSIBLY DUE TO LEAKS IN RODS? NO LEAKS WERE NOTICED DURING THE TEST. TRANSDUCER WAS NOT AVAILABLE. WATER GAUGE WAS STEADY

0.0

5.0

10.0

15.0

20.0

25.0

30.0

35.0

1.03 1.79 2.76 1.38 0.90

Lu

ge

on

s



1.2

1.9

2.9

1.5

1.0

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.00 10.00 20.00 30.00 40.00 50.00 60.00

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Page 2 of 5 B2-50 of 56

SHEET 3 OF 5


AREA: TEST NO: 3






Take litres 5.50 5.20 5.20 5.00 5.00

1.17 Average Take l/m 5.50 5.20 5.20 5.00 5.00 5.18 3.14



Take litres 6.90 6.80 6.70 6.70 6.80

2.69 Average Take l/m 6.90 6.80 6.70 6.70 6.80 6.78 2.06



Take litres 11.90 11.90 11.50 11.70 11.50

4.83 Average Take l/m 11.90 11.90 11.50 11.70 11.50 11.70 2.09



Take litres 6.60 6.50 6.50 6.40 6.40

2.48 Average Take l/m 6.60 6.50 6.50 6.40 6.40 6.48 2.11



Take litres 5.60 5.50 5.60 5.50 5.50

1.24 Average Take l/m 5.60 5.50 5.60 5.50 5.50 5.54 3.22

KITSAULT PROJECT



VA101-343/6 K10-23GT

Print 11/12/10 12:48

3 0


5 2




DETERMINATION:

MIN Lu= 2.061 MIN k= 2.06E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:THE WATER PRESSURE GAUGE WAS ERRATIC.THE TRANSDUCER WAS NOT AVAILABLE



0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

1.17 2.69 4.83 2.48 1.24

Lu

geo

ns



1.5

3.0

5.2

2.8

1.6

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

Pre

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Page 3 of 5 B2-51 of 56

SHEET 4 OF 5


AREA: TEST NO: 4






Take litres 52.00 52.00 51.00 51.00 52.00

2.07 Average Take l/m 52.00 52.00 51.00 51.00 52.00 51.60 21.44



Take litres 58.00 58.00 58.00 59.00 58.00

3.86 Average Take l/m 58.00 58.00 58.00 59.00 58.00 58.20 13.39



Take litres 65.00 66.00 65.00 66.00 66.00

5.86 Average Take l/m 65.00 66.00 65.00 66.00 66.00 65.60 10.08


(BAR) Flowmeter litres 2105.0 2161.0 2217.0 2269.0 2321.0 litres/min

Take litres 56.00 56.00 52.00 52.00

3.86 Average Take l/m 56.00 56.00 52.00 52.00 54.00 12.42



Take litres 47.00 47.00 47.00 47.00 47.00

1.93 Average Take l/m 47.00 47.00 47.00 47.00 47.00 47.00 20.82



VA101-343/6

Print 11/12/10 12:48


20.0


6.0

5.0

6.0



STATIC WTR LEVEL TRANSDUCER DATA MAX Lu= 21.442 MAX k= 2.14E-04DETERMINATION:








MINOR LOSS IN WATER WHEN SEAL CHECK WAS DONE. ASSUMED WATER WAS ESCAPING THROUGH RODS (SEE PACKER 2). TEST WAS RUN. THE WATER GAUGE WAS VERY ERRATIC. TRANSDUCER WAS IN THE PACKER SETUP SO ASSUMED THAT PRESSURES COULD BE READ FROM TRANSDUCER DATA. DURING THE TEST 0.03L/S WAS NOTICED ESCAPING FROM THE TOP OF THE CASING I.E SEAL NOT TIGHT.WATER SOURCE EMPTIED DURING THE SECOND P2 TEST. WATER SOURCE REFILLED AND THEN SECOND P1 READING WAS COMPLETED.VERY LOW CONFIDENCE WITH DATA ESPECIALLY WATER PRESSURE READINGS I.E ASSUMED. TRANSDUCER PRESSURES ARE ODD?

0.0

5.0

10.0

15.0

20.0

25.0

2.07 3.86 5.86 3.86 1.93

Lu

ge

on

s



2.2

4.0

6.0

4.0

2.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00

Pre

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ars

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Page 4 of 5 B2-52 of 56

SHEET 5 OF 5


AREA: TEST NO: 5






Take litres 56.00 56.00 56.00 57.00 56.00

2.07 Average Take l/m 56.00 56.00 56.00 57.00 56.00 56.20 11.79



Take litres 65.00 65.00 64.00 65.00 66.00

3.79 Average Take l/m 65.00 65.00 64.00 65.00 66.00 65.00 7.67



Take litres 72.00 71.00 71.00 71.00 72.00

4.90 Average Take l/m 72.00 71.00 71.00 71.00 72.00 71.40 6.58



Take litres 63.00 65.00 65.00 64.00 66.00

3.79 Average Take l/m 63.00 65.00 65.00 64.00 66.00 64.60 7.62



Take litres 52.00 51.00 52.00 52.00 52.00

2.07 Average Take l/m 52.00 51.00 52.00 52.00 52.00 51.80 10.86

KITSAULT PROJECT



VA101-343/6 K10-23GT

Print 11/12/10 12:48

12 0


5 0




DETERMINATION:

MIN Lu= 6.584 MIN k= 6.58E-05

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:LARGER TEST ZONE DUE TO LOW CONFIDENCE WITH PACKER 5. MINOR LEAKS FROM CASING



0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

2.07 3.79 4.90 3.79 2.07

Lu

geo

ns



2.2

3.9

5.0

3.9

2.2

0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00

Pre

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Page 5 of 5 B2-53 of 56

SHEET 1 OF 3


AREA: TEST NO: 1






Take litres 0.70 0.60 0.60 0.70 0.60

0.34 Average Take l/m 0.70 0.60 0.60 0.70 0.60 0.64 0.18



Take litres 0.80 0.70 0.70 0.70 0.70

0.72 Average Take l/m 0.80 0.70 0.70 0.70 0.70 0.72 0.18



Take litres 0.80 0.80 0.80 0.80 0.80

1.00 Average Take l/m 0.80 0.80 0.80 0.80 0.80 0.80 0.18



Take litres 0.60 0.65 0.60 0.60 0.65

0.69 Average Take l/m 0.60 0.65 0.60 0.60 0.65 0.62 0.16



Take litres 0.50 0.50 0.60 0.50 0.50

0.34 Average Take l/m 0.50 0.50 0.60 0.50 0.50 0.52 0.15


Plant Site

Print 11/12/10 13:02


0.2


3.53.5




DETERMINATION:

MIN Lu= 0.145 MIN k= 1.45E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:1L/min loss during 100psi packer inflate, no leaks noticed.



0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.34 0.72 1.00 0.69 0.34

Lu

geo

ns



2.9

3.3

3.5

3.2

2.9

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90

Pre

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Page 1 of 3 B2-54 of 56

SHEET 2 OF 3


AREA: TEST NO: 2






Take litres 0.70 0.70 0.70 0.70 0.70

1.78 Average Take l/m 0.70 0.70 0.70 0.70 0.70 0.70 0.17



Take litres 0.80 0.80 0.90 0.80 0.80

2.47 Average Take l/m 0.80 0.80 0.90 0.80 0.80 0.82 0.18



Take litres 0.90 0.90 0.90 1.00 0.90

3.30 Average Take l/m 0.90 0.90 0.90 1.00 0.90 0.92 0.17



Take litres 0.80 0.70 0.75 0.75 0.70

2.40 Average Take l/m 0.80 0.70 0.75 0.75 0.70 0.74 0.16



Take litres 0.65 0.65 0.60 0.60 0.60

1.99 Average Take l/m 0.65 0.65 0.60 0.60 0.60 0.62 0.15

Print 11/12/10 13:02


KITSAULT PROJECT

Plant Site

VA101-343/6 K10-24GT

0.2

0.2

0.2


5.0

5.8

4.95.0

6.0



STATIC WTR LEVEL WATER LEVEL SENSOR MAX Lu= 0.176 MAX k= 1.76E-06DETERMINATION:








1.7L/min loss during 100psi packer inflate, no leaks noticed. Gauge was erratic at P2 and P3 pressures. Pressures were adjusted with transducer data.

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

1.78 2.47 3.30 2.40 1.99

Lu

ge

on

s



4.3

5.0

5.8

4.94.5

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00

Pre

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ure

(B

ars

)

Q (l/m)



0 30NOV'2010' JS BBISSUED FOR REPORT KJBDATE DESCRIPTION PREP'D CHK'D APP'DREV

Page 2 of 3 B2-55 of 56

SHEET 3 OF 3


AREA: TEST NO: 3






Take litres 4.40 3.70 3.90 3.90 3.80

2.39 Average Take l/m 4.40 3.70 3.90 3.90 3.80 3.94 1.03



Take litres 4.90 4.90 5.00 4.80 4.70

3.43 Average Take l/m 4.90 4.90 5.00 4.80 4.70 4.86 1.05



Take litres 6.90 6.70 7.10 7.20 7.00

4.60 Average Take l/m 6.90 6.70 7.10 7.20 7.00 6.98 1.26



Take litres 4.60 4.50 4.70 5.10 5.00

3.15 Average Take l/m 4.60 4.50 4.70 5.10 5.00 4.78 1.08



Take litres 3.60 3.90 4.10 4.00 4.00

2.53 Average Take l/m 3.60 3.90 4.10 4.00 4.00 3.92 0.99


Plant Site

Print 11/12/10 13:02


1 2


7.17.0




DETERMINATION:

MIN Lu= 0.992 MIN k= 9.92E-06

INTERPRETATION cm/s




DRILLING / TEST RESULTS COMMENTS:The gauge was totally unreliable for this test, use transducer pressures. 2.3L/min were lost during the packer inflate at 100psi, no leaks were noticed during test.Pressures were corrected from the transducer data.



0.0

0.2

0.4

0.6

0.8

1.0

1.2

1.4

2.39 3.43 4.60 3.15 2.53

Lu

geo

ns



4.9

6.0

7.1

5.7

5.1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00

Pre

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Page 3 of 3 B2-56 of 56