Golder Associates CPT: 12-2-1 Rev 1 Ottawa, ON Total depth

Project: 12-1125-0045 - CRRRC EA Eastern Ontario

Golder Associates

Ottawa, ON

www.golder.comTotal depth: 25.14 m, Date: 12/20/2012

Surface Elevation: 77.02 m

Boundary Road Site

Coords: X:466155.63, Y:5019599.37

Cone Type: 10 cm2, u2, (4039)

Cone Operator: Golder (D. Grylls)

CPT: 12-2-1 Rev 1

Location:

Norm. cone resistance

Qt1N

50403020100

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. cone resistance Norm. pore pressure ratio

Bq

21.510.50

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. pore pressure ratioNorm. friction ratio

Fr (%)

1086420

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. friction ratio SBTn Index

Ic

4321

Depth

(m

)27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0SBTn Index Norm. Soil Behaviour Type

SBTn (Robertson 1990)

181614121086420

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. Soil Behaviour Type

Clay & silty clayClayClay & silty clayClayOrganic soilOrganic soilSilty sand & sandy silt

ClayOrganic soilSilty sand & sandy siltClayClayOrganic soilOrganic soilClay

Clay

Organic soil

Clay

SBTn legend

1. Sensitive fine grained

2. Organic material

3. Clay to silty clay

4. Clayey silt to silty clay

5. Silty sand to sandy silt

6. Clean sand to silty sand

7. Gravely sand to sand

8. Very stiff sand to clayey sand

9. Very stiff fine grained

CPeT-IT v.1.7.6.3 - CPTU data presentation & interpretation software - Report created on: 1/22/2013, 3:05:04 PM 2

Project file: N:\Active\2012\1125 Ottawa\12-1125-0045 Boundary Road Ottawa\Boundary Road Project Rev 1.cpt

Project: 12-1125-0045 - CRRRC EA Eastern Ontario

Golder Associates

Ottawa, ON

www.golder.comTotal depth: 24.76 m, Date: 11/29/2012

Surface Elevation: 76.16 m

Boundary Road Site

Coords: X:466663.45, Y:5021575.17

Cone Type: 10 cm2, u2, (4039)

Cone Operator: Golder (D. Grylls)

CPT: 12-3-1 Rev 1

Location:

Norm. cone resistanceDRILL OUT

Qt1N

50403020100

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. cone resistance Norm. pore pressure ratio

DRILL OUT

Bq

21.510.50

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. pore pressure ratioNorm. friction ratio

DRILL OUT

Fr (%)

1086420

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. friction ratio SBTn Index

Ic

4321

Depth

(m

)27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0SBTn Index Norm. Soil Behaviour Type

DRILL OUT

SBTn (Robertson 1990)

181614121086420

Depth

(m

)

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

0Norm. Soil Behaviour Type

Clay & silty claySand & silty sandSilty sand & sandy silt

Clay

Clay & silty clayClay & silty clayClayClayClay

Clay

SBTn legend

1. Sensitive fine grained

2. Organic material

3. Clay to silty clay

4. Clayey silt to silty clay

5. Silty sand to sandy silt

6. Clean sand to silty sand

7. Gravely sand to sand

8. Very stiff sand to clayey sand

9. Very stiff fine grained

CPeT-IT v.1.7.6.3 - CPTU data presentation & interpretation software - Report created on: 1/22/2013, 3:10:01 PM 2

Project file: N:\Active\2012\1125 Ottawa\12-1125-0045 Boundary Road Ottawa\Boundary Road Project Rev 1.cpt

3

4

1

50DO

50DO

50DO

MH1

2

3

Pow

er A

uger

Ele

ctric

Nilc

on

0.25

0.55

1.22

2.15

4.75

4.995.13

12.19

75.40

74.88

73.89

71.20

63.76

TOPSOIL

Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)

Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAY

Grey CLAYEY SILT, some sandSoft grey to red grey CLAY to SILTYCLAY, with silt seams

- Grey silt layer from 3.72 m to 3.76 m

Grey SANDY SILT, with black staining

Grey SILT, some claySoft to firm red grey CLAY to SILTYCLAY, with black staining and sandy siltand sand seams- Grey sandy silt layer from 5.28 m to5.32 m


- Grey clayey silt layer from 8.94 m to9.07 m

Stiff grey and red CLAY to SILTY CLAY,with black staining

200

mm

Dia

m. (

Hol

low

Ste

m)

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING

RECORD OF BOREHOLE: 12-1-2

SAMPLER HAMMER, 64kg; DROP, 760mm

Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T

HYDRAULIC CONDUCTIVITY, k, cm/s

BO

RIN

G M

ET

HO

D

W

WATER CONTENT PERCENT

SAMPLES

BORING DATE: November 13-14, 2012

TY

PE

DEPTH(m)

SOIL PROFILE

PENETRATION TEST HAMMER, 64kg; DROP, 760mm

10-8 10-6 10-4 10-2

SHEET 1 OF 2

PIEZOMETEROR

STANDPIPEINSTALLATION

INCLINATION: -90° AZIMUTH: ---

DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020298.57 ;E 467132.84

75.950.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80

DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m

20 40 60 80

nat V.rem V.

Q -U -

SHEAR STRENGTHCu, kPa

>39

Ele

ctric

Nilc

on

22.86

27.00

53.09

48.95


Stiff to very stiff grey CLAY to SILTYCLAY, with black staining

End of Borehole

Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Vane pushed to 27 m depth. Rodfriction too high to carry out test.

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 2 OF 2

PIEZOMETEROR



--- CONTINUED FROM PREVIOUS PAGE ---

DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020298.57 ;E 467132.84

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


>39

>64

PH

PH

PH

PH

73TP

73TP

73TP

73TP

1

2

3

4

Was

h B

orin

g

0.25

0.55

1.22

2.15

4.75

4.995.13

12.19

75.46

74.94

73.95

71.26

63.82

TOPSOIL










HW

Cas

ing

Protective Casing

76 mm Diam. PVCCasing

Bentonite-CementGrout

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020302.44 ;E 467125.21

76.010.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


114

PH

PH

WH

WR

WR

WR

WR

WR

WR

WR

73TP

73TP

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

5

6

7

8

9

10

11

12

13

14

Was

h B

orin

g

22.8653.15



HW

Cas

ing 76 mm Diam. PVC

Casing


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020302.44 ;E 467125.21

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


WR

WR

WR

WR

WR

WR

WR

WR

52

67

36

33

>50

DD

>50

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

HQRC

50DO

MH

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

Was

h B

orin

g

35.8140.20

35.40


Dense to very dense grey SILTY SAND,some gravel, trace clay, with cobblesand boulders (GLACIAL TILL)

Borehole continued on RECORD OFDRILLHOLE 12-1-3

Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Different stratigraphy relative toborehole 12-1-7.

HW

Cas

ing



NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020302.44 ;E 467125.21

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


Rot

ary

Dril

l

1

2

JN,,

JN,,

JN,,

JN,,

JN,,

JN,,

VN,,JN,,JN,,

JN,,



35.26

34.27

34.10

33.91

33.83

33.58

33.54

33.50

33.44

CARLSBAD FORMATION, 40.61 m to46.47 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.

HQ

Cor

e

40.75

41.7441.76

41.91

41.94

42.10

42.18

42.43

42.47

42.51

42.57

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 1 OF 3

DISCONTINUITY DATADEPTH(m)

FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %

- Joint- Fault- Shear- Vein- Conjugate

BDFOCOORCL

PLCUUNSTIR

- Planar- Curved- Undulating- Stepped- Irregular

- Polished- Slickensided- Smooth- Rough- Mechanical Break

BR - Broken Rock

NOTE: For additionalabbreviations refer to listof abbreviations &symbols.

POKSMROMB

- Bedding- Foliation- Contact- Orthogonal- CleanELEV.

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DG

35.40

LOGGED:

CHECKED: SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

40.61

BEDROCK SURFACE

JaJr

HYDRAULICCONDUCTIVITY

K, cm/sec

NOTES

JNFLTSHVNCJ

JconTYPE AND SURFACEDESCRIPTION

10-8

10-6

10-4

10-2

RECORD OF DRILLHOLE: 12-1-3DRILLING DATE: November 15-19, 2012

DRILL RIG: CME 850

DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---

PROJECT: 12-1125-0045

LOCATION: N 5020302.44 ;E 467125.21

41

42

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

2

3

JN,,

JN,,

JN,,



33.33

33.28

32.98

32.68

32.45

32.40

32.19

32.06

32.02

31.84

31.55

31.51

31.44


HQ

Cor

e

42.68

42.73

43.04

43.33

43.36

43.56

43.61

43.64

43.68

43.83

43.95

43.99

44.03

44.06

44.17

44.46

44.50

44.57

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 2 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 850


PROJECT: 12-1125-0045

LOCATION: N 5020302.44 ;E 467125.21

43

44

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

3

4

JN,,

VN,,

JN,,

JN,,



31.39

31.24

31.16

30.91

30.76

29.90

29.75

29.71

29.65

29.54


End of Drillhole

HQ

Cor

e

44.62

44.77

44.85

45.10

45.25

46.11

46.26

46.30

46.36

46.47

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 3 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 850


PROJECT: 12-1125-0045

LOCATION: N 5020302.44 ;E 467125.21

45

46

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

0.25

0.55

1.22

2.15

4.75

4.995.13

12.19

75.55

75.03

74.04

71.35

63.91

TOPSOIL










HQ

Cor

e

Protective Casing


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING

RECORD OF BOREHOLE: 12-1-3-1

Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES

BORING DATE: November 23, 2012

TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020300.53 ;E 467124.43

76.100.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Rot

ary

Dril

l

22.8653.24



HQ

Cor

e


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020300.53 ;E 467124.43

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Rot

ary

Dril

l

35.8140.29

36.32



Borehole continued on RECORD OFDRILLHOLE 12-1-3.1


HQ

Cor

e


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020300.53 ;E 467124.43

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Rot

ary

Dril

l

1

2

JN,,

JN,,

JN,,

JN,,JN,,

JN,,

JN,,

JN,,

JN,,

JN,,

Peltonite Seal

Silica Sand

50 mm Diam. PVC#10 Slot Screen

35.92

35.87

35.49

35.37


HQ

Cor

e

39.81

40.18

40.23

40.61

40.73

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 1 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


MON. WELL

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DG

36.32

LOGGED:

CHECKED: SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

39.78

BEDROCK SURFACE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2

RECORD OF DRILLHOLE: 12-1-3-1DRILLING DATE: November 23, 2012

DRILL RIG: CME 850


PROJECT: 12-1125-0045

LOCATION: N 5020300.53 ;E 467124.43

40

41

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

2

3

JN,,

JN,,

JN,,


33.59

33.55

33.49

33.40

33.34

33.23

33.14

33.05

33.01

32.86

32.73

32.55

32.40


HQ

Cor

e

42.51

42.55

42.61

42.70

42.76

42.87

42.96

43.05

43.09

43.24

43.37

43.55

43.70

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 2 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


MON. WELL

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 850


PROJECT: 12-1125-0045

LOCATION: N 5020300.53 ;E 467124.43

42

43

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

3

4

JN,,

JN,,

JN,,


Silica Sand

32.23

32.15

32.08

32.03

30.85

30.7530.73


End of Drillhole

HQ

Cor

e

43.87

43.90

43.95

44.02

44.07

45.25

45.3545.37

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 3 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


MON. WELL

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 850


PROJECT: 12-1125-0045

LOCATION: N 5020300.53 ;E 467124.43

44

45

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Was

h B

orin

g

0.25

0.55

1.22

2.15

4.75

4.995.13

12.19

75.53

75.01

74.02

71.33

63.89

TOPSOIL










HW

Cas

ing

Protective Casing

Bentonite Seal


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020299.81 ;E 467126.00

76.080.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Was

h B

orin

g

22.8653.22



HW

Cas

ing


Peltonite

Silica Sand

25 mm Diam. PVC#10 Slot Screen 'B'

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020299.81 ;E 467126.00

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Was

h B

orin

g

35.81

39.90

40.27

36.18



End of Borehole


HW

Cas

ing

Silica Sand

Bentonite Seal

Peltonite

Silica Sand

32 mm Diam. PVC#10 Slot Screen 'A'

Silica Sand

Peltonite

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020299.81 ;E 467126.00

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Pow

er A

uger

0.25

0.55

1.22

2.15

4.75

4.995.13

12.19

75.51

74.99

74.00

71.31

63.87

TOPSOIL










200

mm

Dia

m. (

Hol

low

Ste

m)

Protective Casing

Bentonite Seal

Silica Sand


Silica Sand

Bentonite Seal

Silica Sand


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 2

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020301.64 ;E 467122.27

76.060.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

15.2560.81

End of Borehole

Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.

Silica Sand

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 2 OF 2

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020301.64 ;E 467122.27

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Pow

er A

uger

0.25

0.55

1.22

1.50

75.51

74.99

74.56

TOPSOIL


Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAYEnd of Borehole


200

mm

Dia

m. (

HS

)

Protective CasingBentonite Seal

Silica Sand


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 1

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5020298.76 ;E 467123.21

76.060.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

2

6

WH

50DO

50DO

50DO

1

2

3

Pow

er A

uger

Ele

ctric

Nilc

on

0.23

1.221.37

2.112.29

2.80

3.02

7.03

7.39

75.90

75.01

74.32

70.19

69.73

TOPSOIL/PEATVery loose to loose grey brown SILTYSAND

Red brown SILTY CLAY, with sandseams (Weathered Crust)CLAY to SILTY CLAY

Grey brown SANDY SILT, trace to someclayFirm red grey SILTY CLAY, with sandseams- Sand layer from 2.41 m to 2.46 mGrey SAND, some silt, trace clay, withblack stainingSoft to firm red grey CLAY to SILTYCLAY, with silt seams


- Silt layer from 6.53 m to 6.61 m- Silt layer from 6.65 m to 6.68 mSILTY SAND, trace clay, with blackstainingGrey CLAYEY SILTSoft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams

200

mm

Dia

m. (

Hol

low

Ste

m)

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES

BORING DATE: December 19, 2012

TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 1 OF 2

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019601.24 ;E 466150.44

77.120.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


40

Ele

ctric

Nilc

on

16.61

25.76

26.75

60.51

51.36

50.37

Soft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams

Firm to stiff grey CLAY to SILTY CLAY,with black staining

Very stiff dark grey CLAY to SILTYCLAY, with black staining

End of Borehole

Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Vane pushed to 26.75 m depth.

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 2 OF 2

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019601.24 ;E 466150.44

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


40

>67

115

PH

PH

PH

PH

73TP

73TP

73TP

73TP

1

2

3

4

Was

h B

orin

g

0.23

1.221.37

2.112.29

2.80

3.02

7.03

7.39

75.72

74.83

74.14

70.01

69.55






HW

Cas

ing

Protective Casing


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES

BORING DATE: January 7-14, 2013

TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019604.15 ;E 466157.12

76.940.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

PH

PH

4

73TP

73TP

50DO

5

6

7

Was

h B

orin

g

16.61

25.76

60.33

51.18




HW

Cas

ing


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019604.15 ;E 466157.12

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

PH

2

71

16

73

73TP

50DO

50DO

50DO

50DO

8

9

10

11

12

Was

h B

orin

g

33.7833.91

34.29

34.59

43.16

42.65

42.35

40.20


Grey brown SILTY SANDGrey SANDY SILT

Dark grey and brown SILTY CLAY

Compact to very dense grey SAND andSILT, some gravel, trace clay (GLACIALTILL)



HW

Cas

ing Bentonite-Cement

Grout

Peltonite

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019604.15 ;E 466157.12

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Rot

ary

Dril

l

1

2

JN,,

BD,,

BD,,

BD,,

BD,,

BD,,

BD,,

JN,,

BD,,

JN,,

BD,,

BD,,

Peltonite

Silica Sand


40.07

39.77

39.44

39.24

39.17

39.03

38.94

38.83

38.44

CARLSBAD FORMATION, 36.74 m to41.95 m Fresh, medium grey, fine tomedium grained crystalline,non-porous, thinly to medium beddedLIMESTONE with fine argillaceouspartings, occasional bioclastic andlithoclastic beds and black slakesusceptible shale partings 0.5-5.0 cmthick. Shale and calcareous shalecomprises approximately 10% ofsection.

HQ

Cor

e

36.87

37.17

37.20

37.51

37.70

37.77

37.91

38.01

38.11

38.50

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 1 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


MON. WELL

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DG

40.20

LOGGED:

CHECKED: SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

36.74

BEDROCK SURFACE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2

RECORD OF DRILLHOLE: 12-2-3DRILLING DATE: January 7-14, 2013

DRILL RIG: CME 55


PROJECT: 12-1125-0045

LOCATION: N 5019604.15 ;E 466157.12

37

38

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

2

3

4

BD,,

JN,,

JN,,

BD,,

JN,,

BD,,

JN,,


38.04

37.96

37.87

37.19

37.12

36.98

36.93

36.71

36.63

36.50

36.34

36.29

36.21


HQ

Cor

e

38.90

38.98

39.07

39.75

39.82

39.96

40.01

40.24

40.32

40.4440.46

40.49

40.61

40.65

40.68

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 2 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


MON. WELL

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 55


PROJECT: 12-1125-0045

LOCATION: N 5019604.15 ;E 466157.12

39

40

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

4

BD,,

BD,,

BD,,

VN,,

BD,,

BD,,

BD,,


36.05

36.01

35.95

35.76

35.72

35.67

35.59

35.54

35.42

35.29

35.23

35.19

35.08

35.04

34.99


End of Drillhole

HQ

Cor

e

40.74

40.89

40.93

40.99

41.18

41.22

41.27

41.35

41.40

41.52

41.65

41.71

41.75

41.86

41.90

41.95

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 3 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


MON. WELL

WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 55


PROJECT: 12-1125-0045

LOCATION: N 5019604.15 ;E 466157.12

41

42

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Was

h B

orin

g

0.23

1.221.37

2.112.29

2.80

3.02

7.03

7.39

75.87

74.98

74.29

70.16

69.70






HW

Cas

ing

Protective Casing

Bentonite Seal


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019605.34 ;E 466154.28

77.090.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Was

h B

orin

g

16.61

25.76

60.48

51.33




HW

Cas

ing Bentonite-Cement

Grout

Bentonite Seal

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019605.34 ;E 466154.28

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Was

h B

orin

g

33.7833.91

34.29

34.59

35.66

43.31

42.80

42.50

41.43


Grey brown SILTY SANDGrey SANDY SILT

Dark grey and brown SILTY CLAY

Compact to very dense grey SAND andSILT, some gravel, trace clay (GLACIALTILL)

End of Borehole


HW

Cas

ing

Silica Sand


Silica Sand

Peltonite

Cave

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019605.34 ;E 466154.28

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

Was

h B

orin

g

0.23

1.221.37

2.112.29

2.80

3.02

7.03

7.39

75.77

74.88

74.19

70.06

69.60






HW

Cas

ing

Protective Casing

Bentonite Seal

Silica Sand


Silica Sand

Bentonite Seal

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 2

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019606.89 ;E 466157.75

76.990.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Was

h B

orin

g

16.61

20.73

60.38

56.26



End of Borehole


HW

Cas

ing

Bentonite Seal

Silica Sand


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 2 OF 2

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019606.89 ;E 466157.75

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Pow

er A

uger

0.23

1.221.37

2.112.29

75.91

75.02



Grey brown SANDY SILT, trace to someclayEnd of Borehole


200

mm

Dia

m. (

Hol

low

Ste

m)


Silica Sand


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES

BORING DATE: January 19, 2013

TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 1

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5019607.98 ;E 466154.98

77.130.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


MON. WELL

9

10

WH

50DO

50DO

50DO

MH

1

2

3

Pow

er A

uger

Ele

ctric

Nilc

on

0.20

1.14

1.52

4.885.035.15

6.46

6.95

8.59

75.10

74.72

71.36

69.84

69.35

67.65

TOPSOILLoose to compact grey brown to greySILTY SAND, trace clay

Grey SANDY SILT, trace clay

Soft grey and red brown CLAY to SILTYCLAY, with silt seams

Grey SILT, trace clayGrey SILTY SANDSoft grey and red brown CLAY to SILTYCLAY, with black staining and silt seams

Grey SILTSoft grey and red brown CLAY to SILTYCLAY, with black stainingGrey SILTSoft grey and red brown CLAY to SILTYCLAY, with black staining and clayey siltseams

Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining

200

mm

Dia

m. (

Hol

low

Ste

m)

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021570.68 ;E 466665.61

76.240.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


Ele

ctric

Nilc

on

22.61

25.66

26.00

27.30

53.63

50.58

50.24

49.05


Stiff grey and red brown CLAY to SILTYCLAY, with black staining

Grey CLAYEY SILT, some sand

Very stiff grey CLAY to SILTY CLAY,with black staining

Grey SILTY fine SANDGrey SANDY SILT, some clayVery stiff grey CLAY to SILTY CLAY,with black staining

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021570.68 ;E 466665.61

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


>41

117

>113

>76

Ele

ctric

Nilc

on

30.33

31.13

45.94

45.11

Brown SILTY SANDVery stiff grey CLAY to SILTY CLAY,with black staining

End of Borehole


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021570.68 ;E 466665.61

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


>76

PH

PH

PH

73TP

73TP

73TP

1

2

3

Was

h B

orin

g

0.20

1.14

1.52

4.885.035.15

6.46

6.95

8.59

75.08

74.70

71.34

69.82

69.33

67.63







HW

Cas

ing



NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES

BORING DATE: December 3-5, 2012

TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021578.47 ;E 466670.90

76.220.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


PH

PH

PH

73TP

73TP

73TP

4

5

6

Was

h B

orin

g

22.61

25.66

26.00

27.30

53.61

50.56

50.22

49.03






HW

Cas

ing


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021578.47 ;E 466670.90

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


6

20

21

44

55

97

88

>50

90

90

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

50DO

MH

7

8

9

10

11

12

13

14

15

16

Was

h B

orin

gR

otar

y D

rill

30.33

31.85

32.10

33.07

45.92

44.37

43.15

36.38


Very stiff grey SILTY CLAY, some sand

Very stiff grey and red CLAY to SILTYCLAY

Compact to very dense grey SILTYSAND to SANDY SILT, some gravel,trace to some clay, with cobbles andboulders (GLACIAL TILL)



HW

Cas

ing

HQ

Cor

e


Peltonite

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021578.47 ;E 466670.90

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


Rot

ary

Dril

l

1

2

JN,,

JN,,

JN,,

JN,,

VN,,

VN,,

Peltonite

Silica Sand


36.23

36.06

35.93

35.09

34.98


HQ

Cor

e

39.86

39.99

40.16

40.29

41.13

41.24

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 1 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DG

36.38

LOGGED:

CHECKED: SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

39.84

BEDROCK SURFACE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2

RECORD OF DRILLHOLE: 12-3-3DRILLING DATE: December 3-5, 2012

DRILL RIG: CME 55


PROJECT: 12-1125-0045

LOCATION: N 5021578.47 ;E 466670.90

40

41

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

2

3

JN,,


34.28

34.10

34.02

33.63


HQ

Cor

e

41.94

42.12

42.20

42.59

42.62

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 2 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

CONTINUED NEXT PAGE

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 55


PROJECT: 12-1125-0045

LOCATION: N 5021578.47 ;E 466670.90

42

43

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Rot

ary

Dril

l

3

4

VN,,


Silica Sand

32.07

31.69

31.63

31.54

31.50

31.06

30.85

30.80


End of Drillhole

HQ

Cor

e

44.1544.17

44.53

44.59

44.68

44.72

45.16

45.37

45.42

RU

N N

o.

SY

MB

OLI

C L

OG

SHEET 3 OF 3


FLU

SH

RE

TU

RN

DR

ILLI

NG

RE

CO

RD

DESCRIPTION

5 10 15 2020406080

R.Q.D.%SOLID

CORE %

RECOVERY

2040608020406080

TOTALCORE %


BDFOCOORCL

PLCUUNSTIR



BR - Broken Rock


POKSMROMB


WEATH-ERINGINDEX

DIP w.r.t.COREAXIS

0 30 60 90 W1

W2

W3

W4

W5

W6

FRACT.INDEXPER

0.25m

1 : 10

DGLOGGED:

CHECKED:


SAT

DE

PT

H S

CA

LEM

ET

RE

S

DATUM: Geodetic

DEPTH SCALE

JaJr


K, cm/sec

NOTES

JNFLTSHVNCJ


10-8

10-6

10-4

10-2


DRILL RIG: CME 55


PROJECT: 12-1125-0045

LOCATION: N 5021578.47 ;E 466670.90

44

45

CR

RR

C-R

OC

K 1

2112

500

45.G

PJ

GA

L-M

ISS

.GD

T 0

9/04

/14

JM

Was

h B

orin

g

0.20

1.14

1.52

4.885.035.15

6.46

6.95

8.59

75.09

74.71

71.35

69.83

69.34

67.64







HW

Cas

ing

Protective Casing


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 1 OF 3

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021576.05 ;E 466672.49

76.230.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Was

h B

orin

g

22.61

25.66

26.00

27.30

53.62

50.57

50.23

49.04






HW

Cas

ing


Peltonite

Silica Sand


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 2 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021576.05 ;E 466672.49

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Was

h B

orin

g

30.33

31.85

32.10

33.07

38.71

45.93

44.38

43.16

37.52


Very stiff grey SILTY CLAY, some sand

Very stiff grey and red CLAY to SILTYCLAY

Compact to very dense grey SILTYSAND to SANDY SILT, some gravel,trace to some clay, with cobbles andboulders (GLACIAL TILL)

End of Borehole


HW

Cas

ing

Silica Sand

Peltonite

Silica Sand


Silica Sand

NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING


Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE

10-8 10-6 10-4 10-2

SHEET 3 OF 3

PIEZOMETEROR




DEPTH SCALE

1 : 75

DE

PT

H S

CA

LEM

ET

RE

S

SAT

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021576.05 ;E 466672.49

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

PH73TP1

Pow

er A

uger

0.20

1.14

1.52

4.885.035.15

6.46

6.95

8.59

75.09

74.71

71.35

69.83

69.34

67.64







200

mm

Dia

m. (

Hol

low

Ste

m)

Protective Casing

Bentonite Seal

Silica Sand


Silica Sand

Bentonite Seal

Silica Sand


NU

MB

ER

BLO

WS

/0.3

m

ELEV.

AD

DIT

ION

AL

LAB

. TE

ST

ING



Wp

DESCRIPTION

Wl

20 40 60 80ST

RA

TA

PLO

T


BO

RIN

G M

ET

HO

D

W


SAMPLES


TY

PE

DEPTH(m)

SOIL PROFILE


10-8 10-6 10-4 10-2

SHEET 1 OF 2

PIEZOMETEROR



DEPTH SCALE

1 : 75

GROUND SURFACE

DE

PT

H S

CA

LEM

ET

RE

S

SAT

CONTINUED NEXT PAGE

DATUM: Geodetic

LOGGED:

CHECKED:

DG

PROJECT: 12-1125-0045

LOCATION: N 5021577.15 ;E 466668.45

76.230.00

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

CR

RR

C-S

OIL

12

1125

004

5.G

PJ

GA

L-M

IS.G

DT

09/

04/1

4 J

M

20 40 60 80


20 40 60 80

nat V.rem V.

Q -U -


'B' 'A'

Documents

Golder Associates CPT: 12-2-1 Rev 1 Ottawa, ON Total depth