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PROJECT 03-1118-ooe RECORD OF BOREHOLE: 03-01 SHEET i OF i

LOCATION: 5334209.62 N . 513229 21 E BORING DATE: APRIL 3, 2003 DATUM Geodetic

SAMPLER HAMMER, 64kg, DROP. 760mm PENETRATION TEST HAMMER, 64kg: DROP, 760mm

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SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT :(ORGANIC) \

-Dark to lighl brown SILT, some sand(GLACIO-FLUV1AL)

Light brown varved SILTY CLAY, tracefine sand(GLACIO- LACUSTRINE)

Very soft, grey varved SILTY CLAY, trace fine sand -(GLACIO-LACUSTRINE) ;

;

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TEND OF BOREHOLE f~/

Notes: /* C1 . Borehole dry upon completionX, ^ 2. Piezometer 19mm l. D. pvc, stickupV.1.14m.3. Water level in piezometer at 2.50m "*April 9. 2003

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HYDRAULIC CONDUCTIVITY, k. cm/s

10* 10 s 1C"1 10 1

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PROJECT: 03-1118-008 RECORD OF BOREHOLE: 03-02 SHEET 1 OF 3LOCATION: 5384050 42 N . 513226 93 E BORING DATE: APRIL 4.5&15. 2003 DATUM: Geodetic

SAMPLER HAMMER, 64kg; DROP. 760mm

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DEPTH SCAl METRES

- 0

;

.

- 1

:

.'-

- 2

;

-- 3

— 4

— 5

- 6

- 7

— a

— 9

— 10

— n

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SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT :(ORGANIC) :

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Loose to compact, grey SILT, trace finesand with occasional fine sand seams(GLACIO-FLIMAL)

Stiff to very soft, grey SILTY CLAY, trace j fine sand with occasional silt seams ' (GLACIO-FLLMAL) ;

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5 DEPTH5 (f"l/i

272 1

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PENETRATION TEST HAMMER, 64kg: DROP, 760m

SAMPLES

NUMBER

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6

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SHEAR STRENGTH nal V + Q - * Cu. kPa rem V ffi U - O

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PROJECT: 03-1118-008 RECORD OF BOREHOLE: 03-02 SHEET 2 OF 3LOCATION: 5384050 42 N . 513226 93 E BORING DATE: APRIL 4.5&15. 2003 DATUM: Geodetic

SAMPLER HAMMER. 64kg; DROP. 760mm

LU

DEPTH SCAL METRES

:

-

-

13

::

~ 14

.

- 16

- 17

— 18

— 19

— 20

— 21

— 22

- 23

24

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1

SOIL PROFILE

DESCRIPTION

— CONTINUED FROM PREVIOUS PAGE —

Soft grey CLAYEY SILT, trace fine sand ,(GLACIO-FLUVIAL)

,

Loose, grey SILT, trace fine sand occasional day seam (GLACIO-FLUVIAL)

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Very dense, grey silty fine to me&um "V^ - SAND, some gravel and cobbles ff*lt,L) **

END OF BOREHOLE SNotes:1. Water level at 1.5m in open holeduring drilling.2. Piezo A 19mm I.D. PVC. stick-up0.73m. Piezo B 50mm I.D PVC, stick-up0.70m. X**"~^*X.3. Water lev^at I^JSsiaboveaflround *nPiezo A Aprif^S/Oa. ^v \ 4. Water JBwja6 from Piezo 6,,ApS| 25,03. f SL \ f

For detailso^Qrillhoferefer lgt)rilfrole Record 03-8A ^,^ ^,/ Jf"X, . "'~

7

i ELEVJ DEPTH - (m)

en

2598412.34

2584137

^

:" 25313

4 252 73•t, 19.45

SAMPLES

IUMBER

11

12

13

14

15

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50 DO

50 DO

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LOWS/0 3m

m

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5

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PENETRATION TEST HAMMER, 64kg; DROP, 760mm

DYNAMIC PENETRATION ^ RESISTANCE. BLOWS/0 3m ^

20 40 60 80 i i

SHEAR STRENGTH nat V + Q - * Cu kPa fern V ® U - O

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W

ATER CONTENT PERCE

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PROJECT: 03-1118-008

LOCATION:

INCLINATION: -90' AZIMUTH:

RECORD OF DRILLHOLE: 03-02DRILLING DATE: APRIL 4.5&15. 2003

SHEET 3 OF 3

DATUM

DRILLING CONTRACTOR: ALL-TERRAIN DRILLING

PTH SCA METRES

DESCRIPTIONELEV

DEPTH (m)

FR/FX-FRACTUREF-FAULT SM-SMOOTH FL-FLEXURED BC-BROKEN~CORI

CL-CLEAVAGE JJOINT R-ROUGH UE-UNEVEN MB-MECM BREAK

SH-SHEAR P-POL1SHED ST-STEPPED W-WAVY B-6EDDING

VN-VEIN S-SLICKENSIDED PL-PLANAR C-CURVED

RECOVERYRQO

FRACT INDEX

PER O 3

DISCONTINUITY DATA

TYPE AND SURFACE ASCRIPTION

HYDRAULIC CONDUCTIVITY

K cm/see f -? T -? o o o o

NOTESWATER LEVELS

INSTRUMENTATION

Light to medium grey, thin bedded SILTSTONE/ARGILLITE. Occasional cleavage plane along bedding with servicite slippage, minor irregular quartz vein/trace pyrite

END OF DRILLHOLE

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8|- 29 tX

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ol ol K! DEPTH SCALE

1 :50

LOGGED: ES

CHECKED: DGR

D311 18008 GPJ GLDR CAN.GOT 30/5/03 JFC

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PROJECT 03-1118-oos RECORD OF BOREHOLE: 03-03B SHEET i OF 1LOCATION: 5383994.73 N . 512721 .54 E BORING DATE: APRIL 16. 2003 DATUM: Geodetic

SAMPLER HAMMER. 64kg; DROP. 760mm PENETRATION TEST HAMMER. 64kg: DROP. 760mm

DEPTH SCALE METRES

- 2

- 3

- 4

- S

- 6

- 7

— 8

— 9

— 10

— 11

— 12

BORING METHOD

CME-75

1 0Bmm I.D. HOLLOW STEM AUGERS

SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT ; (ORGANIC) \

Loose, light brown SILT, some fine sand (GLACIO-FLUVIAL)

Stiff to firm very soft, with depth grey and ' light grey varved SILTY CLAY, trace fine sand (GLACIO-LACUSTRINE)

//

Soft, grey layered CLAYEY SILT, trace fine sand (GLACIO-FLUVIAL)

Compac/gr^SANDYSILT 1"! :

Very dense, fine to medium SAND, — some silt, trace gravel and cobbles t

UTILL) lEND OF BOREHOLE

Notes: 1. Water level in piezometer at 1.22m during drilling. 2. Piezometer 32mm I.D. pvc, stick-up 0.6m 3. Water level in piezometer at 1 .2m below ground surface April 23. 2003

5 ^ ELEVt DEPTH- (m) ft

27582-~ 000

~Z 275370.45

27460j 1.22

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266968W

26576

1013

SAMPLES

NUMBER

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2

3

4

5

6

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7

6

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3

10

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DYNAMIC PENETRATION S RESISTANCE BLOWS/0 3m ^

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SHEAR STRENGTH nat V 4- Q - * Cu. kPa rem V ® U - O

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ATER CONTENT PERCE

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PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-04 SHEET 1 OF 2LOCATION: 5384378 89 N , 513254.13 E BORING DATE: APRIL 16, 2003 DATUM Geodetic


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SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT :z

Light brown silty fine SANDSoft to firm, light brown SILTY CLAY.trace fine sand occasional fine sand andsilt seams(GLACIO-FLLMAL)

Very soft to soft, grey SILTY CLAY, tracefine sand occasional sand and siltseams(GLACIO-LACUSTRINE)

,5; ""* S

f

/ t? '

,/ f\;N

/vl^'X/* ff "^ ^

X, Hx j lVery soft, gTtevlaylh^ CLAY.6Y SILT,trace fine sandx Vi\ , ' X (GLACIO-LACUS'nSiNEf' ,'

v-.,'*

Loose, grey SILT, trace to some finesand, with occasional clay seams(GLACIO-FLUVIAL)

CONTINUED NEXT PAGE

—

;^ ELEV

5 DEPTH - (m)n

272.22~ 000^Z 271 96

0304

; 27028' 1 98

\

\\^e***"

:?t''-*IR^

^

263.129.14

261.5910.67

PENETRATION TEST HAMMER, 64kg, DROP. 760mm

SAMPLES

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3

4

5

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DYNAMIC PENETRATION ^\ RESISTANCE. BLOWS/0 3m ^

20 40 60 80

SHEAR STRENGTH nat V 4- O - i Cu, kPa rem V ffi U - O

10 20 30 40

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PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-04 SHEET 2 OF 2LOCATION. 53B4378 89 N .513254.13 E BORING DATE: APRIL 16. 2003 DATUM: Geodetic

SAMPLER HAMMER. 64kg: DROP, 760mm

DEPTH SCALE

METRES

- 12

- 13

- 14

- 15

- 16

- 17

- 18

- 19

— 20

— 21

— 22

— 23

24

BORING METHOD

STEM AUGERS

i cc

S

SOIL PROFILE

DESCRIPTION


Loose, grey SILT, trace to some fine sand, with occasional clay seams (GLACIO-FLUV1AL)

END OF BOREHOLE

Notes: 1 .Water level at 6. 1 m in open hole at completion of drilling. 2 Surface water seeping into hole during drilling.

/V "'""•s.^ "' V

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3 ^ ELEVJ DEPTH- (m) n

256.9415.32

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| NUMBER

11

12

TT

Nx,

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60 DO

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DYNAMIC PENETRATION ^ RESISTANCE. BLOWS/0 3m ^

20 40 60 80i t i

SHEAR STRENGTH nat V + Q - * Cu. kPa rem V. ffi U - O

10 20 30 40

^

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PENETRATION TEST HAMMER. 64kg: DROP. 760mm

HYDRAULIC CONDUCTIVITY, T k. cm/s

10* 10 s 10' 10 !

V\

W

7 V

ATER CONTENT PERCE

pi —————— 6^ ———— l

•0 40 60

f

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PROJECT 03-1118-ooa RECORD OF BOREHOLE: 03-06 SHEET 1 OF 3

LOCATION: 5384370.36 N , 513193 99 E BORING DATE: APRIL 1-2. 2003 DATUM: Geodetic

SAMPLER HAMMER, 64kg; DROP, 760mm

LLJ

i!UJ Q

.

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- 3

7 4

- 5

- 6

- 7

— 8

— 9

10

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12

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J "

1 ri

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SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT ~

\Very loose, dark brown SILT, some finesand, trace organics

Firm, light brown varved silty CLAY.trace fine sand(GLACIO-LACUSTRINE)

becoming grey at 1.83m

fi/v

'•'-.., "^1

/' /'"" ""'X \

,/ f ''i \\. *"'''^- ':- }X.X. /r/

Very loose to loose^|LT, Ifac^fo somefine sand, occasional clta^ se^ms (GLACIO-FLUV1AL) X'

CONTINUED A/EXT PACE

go- ELEV5 DEPTH 2 (m)LO

27234:s oo

-^ 271 804

271 1122

27051 8

\

1', j^^

/^

^^:..

^"-, f

26290944

SAMPLES

o:LLm

2

1

2

3

4

5

——

——

6

^

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7

8

9

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1—

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50 DO

50DO

50DO

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5

7

1

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3

2

PENETRATION TEST HAMMER. 64kg; DROP. 760mm

DYNAMIC PENETRATION N RESISTANCE BLOWS/0 3m i^

20 40 SO BO

SHEAR STRENGTH nal V + Q- t Cu. kPa rem V ffi U - O

10 20 30 40

e

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/A TER CONTENT PERCE Pi —————— O®- ———— l

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INSTALLATION

1 1 [1 1

1 1 :BENTONITE SEAL H H

1 1 '1 1 '

li.

i!islif'i:

ROUT

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1li 1

: l

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1-

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jtea^DEPTH SCALE /IHHP/^ tA LOGGED ESl '•B^r ^jQluCr1 ' 60 ^^^^rjVv^OFJj^C*^ CHECKED: DGR

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8

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PROJECT: 03-H18-008 RECORD OF BOREHOLE: 03-06 SHEET 2 OF 3LOCATION. 5384370. 36 N. 513193.99 E


UJ

5ftDEPTH S METR

- 12

-

'

.

— 14

- 15

- 16

- 17

- 18

- 19

— 20

— 21

— 22

— 23

— 24

8iH LUORING M

m

o

io

in a:u. C4

1W

5ccp

CDo

SOIL PROFILE

DESCRIPTION


Very loose to loose. SILT, trace lo somefine sand, occasional clay seams(GLACIO-FLLMAL)

Loose to compact, grey SILT, trace finesand, some gravel, trace to some finesand and occasional clay seams below 17.83m(GLACIO-FLUVIAL)

;/'f

J ^""v^

//•""••x'N/' f* ^

*V "'X, 1 l"X "X. /' /""X '"" f

Loose, layered fine to medium SAND, trace gravel trace silt (TILL)

CONTINUED NEXT PAGE

— 3rf ELEV

5 DEPTH f (m)t/i

255121722

)H^

:' ^

''"'S

249462286

2485723 77

SAMPLES

NUMBEF

10

li

12

——

13

14

X

^

15

IE

17

UJ O.

50 DO

50 DO

50 DO

50 DO

50 DO

y

50 DO

50 DO

50 DO

Enows/o :

OJ

4

WH

4

\

16

5

16

7

BORING DATE: APRIL 1-2. 2003 DATUM: Geodetic

PENETRATION TEST HAMMER, 64kg: DROP. 760mm

DYNAMIC PENETRATION ^\ RESISTANCE BLOWS'0 3m i^

20 40 60 BO

SHEAR STRENGTH nal V + Q-* Cu. kPa rem V ffi U - O

10 20 30 40

*\

V

\

DEPTH SCALE fm

1 :60 ^j

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^

\/•^

4

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HYDRAULIC CONDUCTIVITY, T k, cnVs

10* 10 ! 10 4 10'

^

W

ATER CONTENT PERCE p l —————— O^ ———— l

NT

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20 40 60 60

V

c

f2

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GROUT

ATIVE BACKFILL

-

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PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-06 SHEET 3 OF 3LOCATION: 5384370.36 N , 513193.99 E BORING DATE: APRIL 1-2, 2003 DATUM: Geodetic

SAMPLER HAMMER, 64kg: DROP, 760mm

UJ

DEPTH SCf METRES

- 24-'

'

— 25

i\- 26

- 27

- 28

- 29

- 30

- 31

- 32

— 33

— 34

— 35

— 36

O 0xt-LU5 0z

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io

OLUJC•c sw3ccQ

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SOIL PROFILE

DESCRIPTION


Very dense, layered fine to medium iSAND, some gravel trace silt andcobbles (TILL)

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D

J ELEV

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SAMPLES

NUMBER

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20

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m

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501 025


DYNAMIC PENETRATION ^ RESISTANCE. BLOWS/0 3m i

20 40 60 80 i i i

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10 20 30 40

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PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-07 SHEET 1 OF 1LOCATION. 53841 13.52 N, 512786. 51 E BORING DATE: APRIL 3, 2003 DATUM Geodetic

SAMPLER HAMMER, 64kg, DROP. 760mm

LU

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- 0

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.

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- 1

- 2

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— 4

— 5

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— 10

— 11

— 12

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I

SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT -:(ORGANIC) ::

Z:

;[?\

Stiff, brown varved SILTY CLAY, trace \ \ fine sand ; ; (GLACIO-LACUSTRINE) ;;

becoming soft to very soft and grey at ; ;2.13m. '/,

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; ^

; ;END OF BOREHOLE

Notes:1. Piezometer 19mm l. D. PVC. stick-up1.52m. /' ,i2 Hole dry upon completion of drilling X

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4

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50 DO

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\

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DYNAMIC PENETRATION 'N RESISTANCE, BLOWS/0 3m ^

^20 40 60 80

SHEAR STRENGTH nal V + Q-* Cu, kPa rem V ffi U - O

10 20 30 40

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PROJECT: 03-1118-008 RECORD OF BOREHOLE: 03-08 SHEET 1 OF 1LOCATION: 5383994.73 N . 512721.54 E BORING DATE: APRIL 1 1-13. 2003 DATUM: Geodetic


LU

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SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT :\IORGANIC) /Firm to stiff, brown varved SILTY CLAY.trace fine sand(GLACIO-LACUSTRINE) ;

;

;

Firm to stiff, light brown and grey varved ;SILTY CLAY, trace fine sand occasional ;silt layers ;(GLACIO-LACUSTRINE) ;

Very loose lo loose, grey SILT, trace tosome fine sand occasional clay seams(GLACIO-FLUVIAL)

-"'' Vj' ,.-'*"-*.,v \

•C *X \ ;Loose to compact. gT*^SILTY*A*lD. some gravel ano^gbble^iTItt) /

**S. " r"*S. fEND OF BOREHOLE ^

Notes:1. Water level at 7 5m in open hole oncompletion of drilling2 Piezo A 19mm l. D. pvc, stick-up1 52m

g1 ELEV

5 DEPTH - (m)n

277 9-^ 0.0

01

275702.29

"' 273.274.72

"\

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\

268859 14

266249.75

SAMPLES

[T UJm5

1

2

3

4

5

6

7

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9

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50 DO

50DO

5C DO

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50DO

50 DO

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50DO

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m

5

10

10

6

5

5

3

2

PENETRATION TEST HAMMER. 64kg. DROP, 760mm

DYNAMIC PENETRATION N, RESISTANCE BLOWS/0 3m L

v20 40 60 80

i iSHEAR STRENGTH nat V + Q-* Cu kPa rem V ffi U - O

10 20 30 40

S

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-

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PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-08A SHEET i OF 3LOCATION: 5383948.80 N, 512945.32 E BORING DATE: APRIL 11. 2003 DATUM Geodetic


LLJ-JM"O uj WQ;

a5UJD

- 0

1

.

- i

- 2

— 3

— 4

- 5

- 6

— 7

— 8

— 9

— 10

- 11

12

D OIt-LUSo5 0(D

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LU

1 0I dEES

SOIL PROFILE

DESCRIPTION

GROUND SURFACE

Dark brown fibrous PEAT zSofl to stiff, reddish brown SILTY CLAY.trace fine sand(GLACIO-FLUV1AL)

Firm to stiff, light brown and grey varved ;SILTY CLAY, trace fine sand. Frequent \silt layering. ^ (GLACIO-LACUSTRINE) ;

Very loose to loose, grey SILT, trace tosome fine sand Occasion silt seams. (GLACIO-FLLMAL)

c x

/V"""'^, "N

4* "x, *'

"K, Nt ^ J

Very loose to vlty.jdensX.oWy sjjty fine to medium SAND, sbqie gravel^ndcobbles (TILL). \Z ,/

CONTINUED NEXT PAGE

51 ELEV

5 DEPTH - (m)/j

27S34-^ 0 00

01

27590244

'. 273 774.57

'j.

,.'"~"

269059.29

PENETRATION TEST HAMMER, 64kg; DROP, 760mm

SAMPLES

o:UJm

z

1

2

3

4

5

——

6

X

7

6

g

UJ Q.

50DO

50 DO

50DO

50DO

50 DO

50 DO

7

50 DO

50 DO

50DO

Sigm

3

6

10

5

f"

\

s

6

3

38

DYNAMIC PENETRATION N1 RESISTANCE, BLOWS/0 3m i

20 40 60 80

SHEAR STRENGTH nat V 4- Q-* Cu, kPa rem V ffi U - O

10 20 30 40

'"^*^

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/ATER CONTENT PERCEP i ——— e1^1 —— i

NT

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20 40 60 60

6

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0

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^

1 ——— "C

— 10

1 O

o

\ \

— 1

o

>

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II

MM

MM

PIEZOMETEROR


I H H -r H "[J [J ~

in

Piez?APiezo B

GROUT

r

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1 1 l~

1 rH 1 [ | 'CREEN ; : ;

AND FILTER

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lWW

PROJECT 03-1118-008 RECORD OF BOREHOLE: 03-08A SHEET i OF 3LOCATION: 5383948 80 N, 512945.32 E BORING DATE APRIL 11. 2003 DATUM: Geodetic

SAMPLER HAMMER. 64kg: DROP. 760mm

UJ

5S

aSsUJ D

'

~ 13

- H

— 16

- 17

- 18

— 19

— 20

— 21

— 22

23

24

8T. t—UJ

O-z. tr 0tn

in

ia

Wa:u.C

G(~

ccI c

l

SOIL PROFILE

DESCRIPTION f1

— CONTINUED FROM PREVIOUS PAGE —Very loose to very dense, grey silty fine i 1to medium SAND, some gravel and -cobbles (TILL). .

-,*1

'' i

i

4

' *

' 4

t

' f

'(

j

'

,

i .

END OF BOREHOLE /' , Notes: -C '•, 1 Piezometer A 19mm PVC. Piezometer v B 50mm pvc. lockable steel protective . casing at surface. 2. Water level in piezo A at 3.28m belowground surface on April 23. 2003.3. Water level in piezo B at 3.34m belowground surface on April 23, 2003

For details of DpHfioteTefeT^ Drillhole Record 03-8A^' ,x*""*,v N

^V **"*V ^ i

x^/

D

"- ELEV

l DEPTH - (m)o

Ji

.

;

i

L

i

1

i

i

i

i

r

, ^..K,

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SAMPLES

o:LJJmS D 2

10

11

12

-^

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50DO

50 DO

50 DO

f

E m

Oto

17

53

\

DYNAMIC PENETRATION ^ RESISTANCE, BLOWS/0 3m c^

20 40 60 80

SHEAR STRENGTH nat V. -(- Q-* Cu, kPa rem V ffi U - O

10 20 30 40

""**~*

\"*

\ \

\

•^,'7- #

\

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7

./v^i" txX/

N

/xXN

PENETRATION TEST HAMMER, 64kg; DROP. 760mm


10* 10 s 10J 10 1

W

W

ATER CONTENT PERCE

Pi ————— S^ ———— 1

NT

W1

20 40 60 80

0

XK/

0

o

fa

\^

^

\

\^

-j t3

lg

MH

PIEZOMETER OR


SAND FILTER f-'

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'/;

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SAND FILTER

'S; ;

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i \

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;

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DEPTH SCALE g^fff^ ,,lAn. LOGGED: ESK ^^ff^r *jCMici*K r1 ' 60 ^^^f3F\ 5j5iOf* j S-jfPS CHECKED DGR

RECORD OF DRILLHOLE: 03-08APROJECT: 03-1118-008

LOCATION:

INCLINATION: -90" AZIMUTH

DRILLING DATE: APRIL 11. 2003

DRILL RIG: CME75 NODWELL

DRILLING CONTRACTOR: ALL-TERRAIN DRILLING

FR/FX-FRACTURE F-FAULT SM-SMOOTH CL-CLtAVAGE J-JOINT R-ROUGH SH-SHEAR P-POUSHED ST-STEPPED VN-VE1N S-SLICKENSIOED PL-PLANAR

FL-FLEXURED BC-BROKEN COR UE-UNEVEN MB-MECH BREAK

W-WAVY B-BEDDING C-CURVED

NOTESWATER LEVELS

INSTRUMENTATIONHYDRAULICCONDUCTIVITY

K cm/secTYPE AND SURFACE DESCRIPTION

Light grey to medium grey. SILTSTONE/ARGILLITE laminated to thinly bedded. Moderate cleavage parallel to bedding (sericite along cleavage planes)

B.PL.SM BPLSM B.PL.SM

END OF DRILLHOLE

LOGGED: ES

CHECKED DGR

DEPTH SCALE

1:50Golder

Associates

LIST OF ABBREVIATIONS

The abbreviations commonly employed on Records of Boreholes, on figures and in the text of the report are as follows:

L SAMPLE TYPE

AS Auger sampleBS Block sampleCS Chunk sampleDO Drive openDS Denison type sampleFS Foil sampleRC Rock coreSC Soil coreST Slotted tubeTO Thin-walled, openTP Thin-walled, pistonWS Wash sample

H. PENETRATION RESISTANCE

Standard Penetration Resistance (SPT), N:The number of blows by a 63.5 kg. (140 Ib.) hammer dropped 760 mm (30 in.) required to drive a 50 mm (2 in.) drive open sampler for a distance of 300 mm (12 in.).

Dynamic Penetration Resistance; Nd:The number of blows by a 63.5 kg (140 Ib.) hammer dropped 760 nun (30 in.) to drive uncased a 50 mm (2 in.) diameter, 60" cone attached to "A" size drill rods for a distance of 300 mm (12 in.).

PH: Sampler advanced by hydraulic pressure PM: Sampler advanced by manual pressure WH: Sampler advanced by static weight of hammer WR: Sampler advanced by weight of sampler and

rod

Piezo-Cone Penetration Test (CPT):An electronic cone penetrometer with a 60" conical tip and a projected end area of 10 cm2 pushed through ground at a penetration rate of 2 cm/s. Measure ments of tip resistance (Qt), porewater pressure (PWP) and friction along a sleeve are recorded electronically at 25 mm penetration intervals.

m. SOIL DESCRIPTION

(a) Cohesionless Soils

Density Index N(Relative Density) Blows/300 mm

Very looseLooseCompactDenseVery dense

(b)Consistency

Very softSoftFirmStiffVery stiffHard

Cohesive Soils

kPaOtol212 to 2525 to 5050 to 100100 to 200over 200

or Blows/ft.Oto4

4 to 1010 to 3030 to 50over 50

Cu.Su

Esf0 to 250

250 to 500500 to 1,000

1,000 to 2,0002,000 to 4,000

over 4,000

IV. SOIL TESTS

w water content Wp plastic limit Wi liquid limit C consolidation (oedometer) test CHEM chemical analysis (refer to text) CID consolidated isotropically drained triaxial test 1 CIU consolidated isotropically undrained triaxial

test with porewater pressure measurement1 DR relative density (specific gravity, Gs) DS direct shear test M sieve analysis for particle size MH combined sieve and hydrometer (H) analysis MFC Modified Proctor compaction test SPC Standard Proctor compaction test OC organic content test SO4 concentration of water-soluble sulphates UC unconfined compression test UU unconsolidated undrained triaxial test V field vane test (LV-laboratory vane test) y unit weight

Note:l. Tests which are anisotropically consolidated prior to

shear are shown as CAD, CAU.

Golder Associates

LITHOLOGICAL AND GEOTECHNICAL ROCK DESCRIPTION TERMINOLOGY

WEATHERING STATE

Fresh: no visible sign of weathering.

Faintly weathered: weathering limited to the surface of major discontinuities.

Slightly weathered: penetrative weathering developed on open discontinuity surfaces but only slight weathering of rock material.

Moderately weathered: weathering extends throughout the rock mass but the rock material is not friable.

Highly weathered: weathering extends throughout rock mass and the rock material is partly friable.

Completely weathered: rock is wholly decomposed and in a friable condition but the rock texture and structure are preserved.

CORE CONDITION

Total Core Recovery

The percentage of solid drill core recovered regardless of quality or length, measured relative to the length of the total core run.

Solid Core Recovery (SCR)

The percentage of solid drill core, regardless of length, recovered at full diameter, measured relative to the length of the total core run.

Rock Quality Designation (RQD)

The percentage of solid drill core, greater than 100 mm length, recovered at full diameter, measured relative to the length of the total core run. RQD varies from 096 for completely broken core to 10096 for core in solid sticks.

BEDDING THICKNESS

Description

Very thickly bedded

Thickly bedded

Medium bedded

Thinly bedded Very thinly bedded

Laminated

Thinly laminated

Bedding Plane Spacing

> 2m0.6 m to 2m

0.2 m to 0.6 m

60 mm to 0.2 m

20 mm to 60 mm

6 mm to 20 mm< 6 mm

DISCONTINUITY DATA

Fracture Index

A count of the number of discontinuities (physical separations) in the rock core, including both naturally occurring fractures and mechanically induced breaks caused by drilling.

Dip with Respect to (W.R.T.) Core Axis

The angle of the discontinuity relative to the axis (length) of the core. In a vertical borehole a discontinuity with a 90" angle is horizontal.

CO

OC

**

qE o

JOINT OR FOLIATION SPACING

Description

Very wide

Wide

Moderately close

Close

Very close

GRAIN SIZE

Term

Very Coarse Grained

Coarse Grained

Medium Grained Fine Grained

Very Fine Grained

Spacing

Size*

> 60 mm

2-60 mm

60 microns - 2 mm

2-60 microns

< 2 microns

Description and Notes

An abbreviated description of the discontinuities, whether naturally occurring separations such as fractures, bedding planes and foliation planes or mechanically induced features caused by drilling such as ground or shattered core and mechanically separated bedding, or foliation surfaces. Additional information concerning the nature of fracture surfaces and infillings are also noted.

Note: * Grains >60 microns diameter are visible to the naked eye.

Abbreviations

B - Bedding

FO - Foliation/Schistosity

C L - Cleavage

SH - Shear Plane/Zone

VN - Vein

F - Fault

CO - ContactJ - .Joint

FR - Fracture

MF - Mechanical Fracture

II - Parallel To

\~[ - Perpendicular To

P - Polished

S - Slickensided

SM - Smooth

R - Ridged /Rough

ST - Stepped

PL - Planar

FL - Flexured UE - Uneven W - Wavy

C - Curved

Golder Associates

LIST OF SYMBOLS

Unless otherwise stated, the symbols employed in the report are as follows:

I. General

Tt 3.1416in x, natural logarithm of xlogio x or log x, logarithm of x to base l Og acceleration due to gravityt timeF factor of safetyV volumeW weight

II. STRESS AND STRAIN

y shear strainA change in, e.g. in stress: A aE linear strainev volumetric straint) coefficient of viscosityv Poisson's ratioo total stresso' effective stress (a' = o-u)CT' VO initial effective overburden stressGI, o2 , a5 principal stress (major, intermediate,

minor) aocl mean stress or octahedral stress

= (01+02+03)73 T shear stress u porewater pressure E modulus of deformation G shear modulus of deformation K bulk modulus of compressibility

III. SOIL PROPERTIES

(a) Index Properties

p(y) bulk density (bulk unit weight*)Pd(Yd) dry density (dry unit weight)Pw(Yw) density (unit weight) of waterPs(Ys) density (unit weight) of solid particlesY unit weight of submerged soil (y' = y- yw))DR relative density (specific gravity) of solid

particles (DR = ps/ pw) (formerly G s) e void ratio n porosity S degree of saturation

* Density symbol is p. Unit weight symbol is y where y = pg (i.e. mass density x acceleration due to gravity)

p ws

leema* emin ID

QC,CsCamvcvTvUcy'p

OCR

Tp , Tr

c'

cu ,su

pp'

qquS,

(a) Index Properties (continued)

water contentliquid limitplastic limitplasticity index = (w, - wp)shrinkage limitliquidity index sr (w- Wp)7I pconsistency index = (w, - w) /I pvoid ratio in loosest statevoid ratio in densest statedensity index ^ (emax - e) l (emax - emin )(formerly relative density)

(b) Hydraulic Propertieshydraulic head or potentialrate of flowvelocity of flowhydraulic gradienthydraulic conductivity (coefficient of permeability)seepage force per unit volume

(c) Consolidation (one-dimensional)

compression index (normally consolidated range)recompression index (over-consolidated range)swelling indexcoefficient of secondary consolidationcoefficient of volume changecoefficient of consolidationtime factor (vertical direction)degree of consolidationpre-consolidation pressureover-consolidation ratio = o'p7a' vo

(d) Shear Strength

peak and residual shear strength effective angle of internal friction angle of interface friction coefficient of friction = tan 8 effective cohesionundrained shear strength (iji = O analysis) mean total stress (ai + a3 )72 mean effective stress (c', 4- a'3)72 (o, + a3 )72 or (a', + a'^/2 compressive strength (a, + a3 ) sensitivity

Notes: l T = c' + a' tan tf2 Shear strength = (Compressive strength)72

Golder Associates

OKTMIO MINISTRY OF NORTHERN DEVELOPMENT AND MINES

Work Report Summary

Transaction No: W0360.00990 Status: APPROVED

Recording Date: 2003-JUN-10 Work Done from: 2003-APR-01

Approval Date: 2003-JUN-23 to: 2003-APR-30

Client(s):130666300210

999530

Survey Type(s):

Work Report Details:

Claim* Perform

G 6060042 326,920G 6060043 S1 0,990

P 1245302 SOP 1245323 SOP 1245324 SO

S37.910

External Credits:

Reserve:

KINROSS GOLD CORPORATION

PLACER DOME (CLA) LIMITED/PLACER DOME (CLA) LIMITEEUNITED TEX-SOL MINES INC.

POVERB

Perform Applied Assign Approve Applied Approve Assign Approve Reserve

526,920 SO SO 57,200 7,200 S1 9,720510,990 SO SO SO 0 S1 0,990

SO S3.200 S3, 200 SO 0 SOSO S2.400 S2.400 SO 0 SOSO 51,600 51,600 50 0 SO

537,910 57,200 57,200 57,200 S7.200 S30.710

50

S30.710 Reserve of Work Report*: W0360.00990

S30.710 Total Remaining

Status of claim is based on information currently on record.

Reserve Approve Due Date

S19.720

S10.990SO 2004-JUN-11

SO 2004-JUL-26SO 2004-JUL-26

S30.710

42A10SW2031 2.25803 GERMAN 900

2003-Jun-27 10:35 Armstrong-d Page 1 of 1

Ministry ofNorthern Developmentand Mines

Date: 2003-JUN-23

Ministere du Developpement du Nord et des Mines Ontario

GEOSCIENCE ASSESSMENT OFFICE 933 RAMSEY LAKE ROAD, 6th FLOOR SUDBURY, ONTARIO P3E 6B5

PLACER DOME (CLA) LIMITED/PLACER DOME(CLA) LIMITEE130 ADELAIDE STREET WESTP.O. BOX 43, SUITE 3201TORONTO, ONTARIOM5H 3P5 CANADA

Dear Sir or Madam

Tel: (888) 415-9845 Fax:(877)670-1555

Submission Number: 2.25803 Transaction Number(s): W0360.00990

Subject: Approval of Assessment Work

We have approved your Assessment Work Submission with the above noted Transaction Number(s). The attached Work Report Summary indicates the results of the approval.

At the discretion of the Ministry, the assessment work performed on the mining lands noted in this work report may be subject to inspection and/or investigation at any time.

If you have any question regarding this correspondence, please contact STEVEN BENETEAU by email at [email protected] or by phone at (705) 670-5855.

Yours Sincerely,

Sheila Lessard (for)Ron Gashinski.Senior Manager, Mining Lands Section

Gc: Resident Geologist

Kinross Gold Corporation (Claim Holder)

Placer Dome (Cla) Limited/Placer Dome (Cla)Limitee(Assessment Office)

Assessment File Library

Placer Dome (Cla) Limited/Placer Dome (Cla)Limitee(Claim Holder)United Tex-Sol Mines Inc. (Claim Holder)

Visit our website at http://www.gov.on.ca/MNDM/LANDS/mlsmnpge.htm Page: 1 Correspondence 10:18422

42A10SW2031 2.25803 GERMAN 200

ONTAHUOCANADAOiVItOPlHIIT AMB M

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Mining Land Tenure Map

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TOWNSHIP l AREA PLAN GERMAN 0-3992

ADMINISTRATIVE DISTRICTS 7 DIVISIONS

Mining DivisionLand Tlttos/RegHtry DivisionMinistry of Natural Resource* District

PorcupineCOCHRANETIMMINS

TOPOGRAPHIC UndTtnur*

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LAND TENURE WITHDRAWALS

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IMPORTANT NOTICE

IMH 1:HIM

2.25803 PBORE

ThM* wishing le Hub* mining dilmt *ouia contutt wttti th* Provlndal Mnlng RscordW OMnaT aw Mlnltlfy of Northwn OcvMoonwnt ml Uum tar (dtfWaniU 0*Mm) Information and LlmltatlontInfemttlon on Hw "Wtut ofth* Itndi ihown nmon, Thlt m*p It not int^idod tor iwvlaMloniil, lunwy, or tanO Mf* d*t*rmln.llon purpoom uttM Information ContiM Wormxlwi:•hovm on tMt flllp li cocnpM tom vwteut MUttm. Complrtwieu md nixuncy tr* not pwranhwa. AOdlllonil kifomjtloo nuy ilio be ofcUlnM through th* Proving! Mining Rteonltni' Oflte*kKrtl.KidTWMofK^|1ttyO(lli.,wm.Minl*yofNrtUr.lRMoureM. VWrtOrwwMlll*CMilr.(MRBMi

to* Fra* M.p lutum: NAD U td: 1 (MD) 415-SWS Mi 57*fcj**on: UT

TMt map mty no( *ow unr*gM*nM Una unur* and (ntwwtt In land Indenting oortiln pit*in, twmn, iHMnMntt, Heht ef w*w, Hooding ilghtt. lionnom. Of olh*r fcmn o( dUpoOlon of rlghtt and Inttntt Mm thi Crown. Alto Mrttbi tind Unur* md land mn

Th.lnto^.llon.l.dfron,^^Ulnlrvn Lmi) TMIUM SOUK*' Prnvtndil Mlnlrm R*cord*fj' OHM^^

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2

Sample Station

0704 SECi i SAL

United Tex-Sol Mines Inc. (St Andrew Goldfields Ltd.)

Overburden Bore Hote Layout

MINE ENG. - Barry Hope

GEOLOGIST - Wayne Reid

SCALE See bar scale

DRAWN BY BH

DATE; June 4, 2003

O 200 400

5748 O/B Hole #512,786x5,384,11

O/B H #3b[12,721x5,383,994

12820 SEC

29895

O/B Hole #4513,254x9,384,379

lOi

17O/B Hole #6513,192x5,384^69

O/B Hole #1ir513,229 x 5,384,209

O/B Hole #220m or Brxi13,226 x 5,384,052

1281

O/B Hole #8a ft #8

512,945x5^383,949 512,946 x/5,383,935

P296

12 SEC

P29600

713 SEC

9 sec

P28

4e*t***;9 AK ^1*5

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