REP 0430 10 Wastech-2009 CCLF Annual Report FINAL reports/CCLF 2009... · 0 /1 /4 7 2 k a i d z ro...

BOREHOLE LOGS

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

497.42

496.81

494.07

489.80

0.91

1.52

4.27

8.53

Moist, brown SAND and GRAVEL,trace silt.

Brown, fine SAND, some gravel, togravelly SAND, trace silt.

Damp, brown, fine SAND to very fineto fine SAND, trace silt.

Dry to damp, brown, rounded tosub-rounded gravelly SAND to SANDand GRAVEL.

Dry to damp, brown SAND andGRAVEL to GRAVEL and SAND,trace to some silt, containing cobbles.

0.74m Stick-up

Cemented Redstick-up Road

Box

Bentonite Seal

50mm Diam.PVC Pipe

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp

HYDRAULIC CONDUCTIVITY, k, cm/s

ST

RA

TA

PLO

T

RECORD OF MONITORING WELL: MW 09-1A SHEET 1 OF 6

10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES

GRADATION %SOIL PROFILE

NU

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RIG

SA

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WATER CONTENT PERCENT

AD

DIT

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LAB

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DESCRIPTIONWT

YP

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RUN

DRILLING DATE: Feb. 3 & 4/09

DR

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27/

4/10

498.33

DEPTH SCALE

Ground Surface

DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd

DATUM: Ground Surface

PROJECT No.: 09-1435-0804 (9120)

LOCATION: 22m North of well OW-2

PIEZOMETER,STANDPIPE

ORTHERMISTORINSTALLATION

1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

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CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 9734.63 E: 10238.498

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

4

5

6

7

4

5

6

7

487.36

485.23

480.66

10.97

13.11

17.68

Dry to damp, brown SAND andGRAVEL to GRAVEL and SAND,trace to some silt, containing cobbles.(continued)

Dry to damp, brown, rounded tosub-angular GRAVEL and fine tocoarse SAND, trace silt.

Dry to damp, brown, fine to coarseSAND and rounded to sub-roundedGRAVEL, trace silt, containing layersof gravelly sand with some silt to siltysand.

Dry to damp, brown, rounded tosub-angular GRAVEL and fine tocoarse SAND, trace to some silt.

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

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FIN

ES


NU

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RIG

SA

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DESCRIPTIONWT

YP

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(S

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1.G

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diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

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CONTINUED NEXT PAGE

10

11

12

13

14

15

16

17

18

19

20

N: 9734.63 E: 10238.498

Son

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rilli

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SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

7

8

9

10

11

7

8

9

10

11

476.08

471.21

468.77

22.25

27.13

29.57

Dry to damp, brown, rounded tosub-angular GRAVEL and fine tocoarse SAND, trace to some silt.(continued)

Dry to damp, brown, fine to coarseSAND and rounded to angularGRAVEL, trace silt, containingcobbles.

Dry to damp, brown, fine to coarseSAND, trace to some gravel and tracesilt, interlayered with SAND andGRAVEL with trace to some silt.

Dry to damp, brown, fine SAND to fineto medium SAND, trace silt, containinglayers of silty very fine to fine SAND.

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

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DIT

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DESCRIPTIONWT

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m:B

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(S

ON

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(AU

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empl

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BC

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1.G

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Lib

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diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

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LEM

ET

RE

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CONTINUED NEXT PAGE

20

21

22

23

24

25

26

27

28

29

30

N: 9734.63 E: 10238.498

110

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

11

12

13

14

11

12

13

14

466.48

463.59

462.52

461.45

460.54

459.32

458.41

31.85

34.75

35.81

36.88

37.80

39.01

Dry to damp, brown, fine SAND to fineto medium SAND, trace silt, containinglayers of silty very fine to fine SAND.(continued)

Dry to damp, brown, fine to coarseSAND and rounded to angularGRAVEL, trace to some silt,containing layer of GRAVEL andSAND with trace to some silt,containing cobbles.

Dry to damp, brown, fine to mediumSAND, some silt to fine to coarseSAND with trace to some silt and tracegravel, containing layer of silty SAND.

Dry to damp, brown, fine to coarse(some medium to coarse) SAND androunded to sub-angular GRAVEL,trace to some silt.

Dry to damp, brown, fine to coarseSAND, trace to some gravel and tracesilt.

Damp, brown, fine to coarse SANDand GRAVEL, trace to some silt. (Tilllike)

Damp, dark grey, silty SAND andGRAVEL to silty GRAVEL and SAND.(Very weathered rock) [Note: hadproblem drilling - more water induced,due to broken casing / using 178mmdiameter casing to over ride 152mmdiameter casing and 102mm diametercore barrel]

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

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ER

DR

ILLI

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RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


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ME

TH

OD

File

:N:\B

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5-08

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ON

VE

RT

ED

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J O

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t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

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empl

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BC

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N T

EM

PLA

TE

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TA

1.G

DT

Lib

rary

:BC

RE

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N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

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LEM

ET

RE

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CONTINUED NEXT PAGE

30

31

32

33

34

35

36

37

38

39

40

N: 9734.63 E: 10238.498

110

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

CC

14

15

16

17

18

19

14

14A

15

16

17

18

06/01/2010

453.53

39.93

44.81

Moist, dark grey, rounded to angularGRAVEL and SAND, some silt to siltyGRAVEL and SAND.(Weathered rock) (continued)

BEDROCK (getting large chunks ofrock in core barrel, (used water to drillno casing for sample 18, came up aschunks)

Grout

Bentonite Seal

Sand Pack

3.05m - 50mmDiam. Slotted

PVC Pipe

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

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ER

DR

ILLI

NG

RIG

SA

ND


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DIT

ION

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. TE

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DESCRIPTIONWT

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ME

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OLE

(S

ON

IC)

(AU

TO

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BC

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PLA

TE

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1.G

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LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

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LEM

ET

RE

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CONTINUED NEXT PAGE

40

41

42

43

44

45

46

47

48

49

50

N: 9734.63 E: 10238.498

110

150

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC 1918

447.1351.21

BEDROCK (getting large chunks ofrock in core barrel, (used water to drillno casing for sample 18, came up aschunks) (continued)

End of Monitoring Well.


PVC Pipe

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

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ER

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RIG

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DIT

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ST

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DESCRIPTIONWT

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diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

50

51

52

53

54

55

56

57

58

59

60

N: 9734.63 E: 10238.498

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

1

2

3

1

2

3

497.39

496.78

494.04

489.77

0.91

1.52

4.27

8.53

Moist, brown SAND and GRAVEL,trace silt.[Twinning of MW 09-1A]

Brown fine SAND with some gravel togravelly SAND, trace silt.

Damp. brown, fine SAND to very fineto fine SAND, trace silt.

Dry to damp, brown, rounded tosub-rounded gravelly SAND to SANDand GRAVEL.

Dry to damp, brown SAND andGRAVEL to GRAVEL and SAND,trace to some silt, containing cobbles.

0.8m Stick-up

2 - CementedRed stick-upRoad Boxes

Bentonite Seal

50mm Diam.PVC Pipe -

Monitoring Well

25mm Diam.PVC Pipe - Gas

Probe

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T

RECORD OF MONITORING WELL: MW 09-1B SHEET 1 OF 5

10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

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FIN

ES


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27/

4/10

498.31

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)

LOCATION: 3m North of MW 09-1A



1 : 50

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1

2

3

4

5

6

7

8

9

10

N: 9736.213 E: 10240.987

Son

ic D

rilli

ng

Recovery Not Recorded


SR

-125

trac

ked

(D

R-1

25)

CC

CC

3

4

3

4

487.33

485.20

480.63

480.02

479.11

10.97

13.11

17.68

18.29

19.20

Dry to damp, brown SAND andGRAVEL to GRAVEL and SAND,trace to some silt, containing cobbles.(continued)

Dry to damp, brown, rounded tosub-angular GRAVEL and fine tocoarse SAND, trace silt.

Dry to damp, brown, fine to coarseSAND and rounded to sub-roundedGRAVEL, trace silt, containing layersof gravelly sand with some silt to siltysand.

Damp, brown, gravelly fine to coarseSAND, trace silt.

Damp, brown to grey-brown, fine tocoarse SAND and rounded tosub-angular GRAVEL, some siltcontaining layers of silty SAND andGRAVEL.

Grey-brown, rounded to angularGRAVEL and SAND, trace to somesilt, containing cobbles.

Grout

Bentonite(Pellets & Chips)

Sand Pack


PVC Pipe -GasProbe

Sand Pack


20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

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FIN

ES


NU

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ER

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DESCRIPTIONWT

YP

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ME

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File

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diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

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CONTINUED NEXT PAGE

10

11

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13

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18

19

20

N: 9736.213 E: 10240.987

Son

ic D

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SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

4

5

6

7

4

5

6

7

477.73

476.51

473.92

472.09

470.88

470.27

468.74

20.57

21.79

24.38

26.21

27.43

28.04

29.57

Grey-brown, rounded to angularGRAVEL and SAND, trace to somesilt, containing cobbles. (continued)

Damp, brown SAND and GRAVEL toGRAVEL and SAND, trace to somesilt.

Moist, brown, fine to coarse SAND androunded to angular GRAVEL, trace tosome silt, containing layers (approx.100mm thick) of silty sand and gravel.

Moist, brown, fine to coarse SAND androunded to sub-rounded GRAVEL,some silt, containing layer (200mmthick) of silty sand and gravel.

Moist, brown, fine to coarse SAND,trace silt and gravel containing layer offine to medium SAND with trace tosome silt and trace gravel.

Moist, grey-brown SAND andGRAVEL, trace to some silt.

Grey-brown, gravelly fine to coarseSAND, trace silt.


20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

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FIN

ES


NU

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RIG

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5-08

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ON

VE

RT

ED

.GP

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m:B

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(S

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1.G

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droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

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CHECKED: CM,CB,JPS

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20

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24

25

26

27

28

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30

N: 9736.213 E: 10240.987

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

7

8

9

10

7

8

9

10

06/01/2010

467.98

466.00

465.69

465.24

464.17

463.26

462.34

460.82

460.51

459.90

459.29

30.33

32.31

32.61

33.07

34.14

35.05

35.97

37.49

37.80

38.40

39.01

Damp to dry, brown, very fine tomedium SAND, trace silt, containing(200mm thick) layer of damp fine tomedium SAND with some silt.

Damp to dry, brown, fine to coarseSAND, some gravel and trace to somesilt.

Brown, rounded to sub-angularGRAVEL and fine to coarse SAND,trace to some silt.Brown, fine to coarse SAND [Note:had problem drilling -sample 8 -broken casing at of depth of 24m ]

Brown, fine to coarse SAND androunded to angular GRAVEL, tracesilt.

Brown, sandy, rounded to angularGRAVEL, trace silt.

Grey-brown, fine to medium SAND,some gravel and silt to fine to coarseSAND with trace to some silt.

Damp, brown, fine to coarse SANDand GRAVEL to gravelly SAND, tracesilt.

Moist, brown, fine to medium SAND,trace silt.

Moist to very moist, brown SAND andGRAVEL, trace to some silt.

Moist, grey-brown SILT and SAND,some gravel. (Till-like)

Moist, dark grey GRAVEL, SILT andSAND. Very weathered BEDROCK


Sand Pack


PVC Pipe - MW

Sand Pack

Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

30

31

32

33

34

35

36

37

38

39

40

N: 9736.213 E: 10240.987

110

130

Son

ic D

rilli

ng

Recovery = 100%

CC 1010458.0740.23


Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

40

41

42

43

44

45

46

47

48

49

50

N: 9736.213 E: 10240.987

130

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

502.23

500.71

499.49

497.96

495.22

494.46

1.22

2.74

3.96

5.49

8.23

8.99

Moist to dry, brown, gravelly fine tocoarse SAND, trace to some silt.

Damp to dry, brown, fine to coarseSAND, some silt and trace to somegravel.

Damp to dry, grey-brown, fine tocoarse SAND and GRAVEL, some silt.

Damp to dry, grey-brown, silty fineSAND to very fine to fine SAND, somesilt.

Dry to damp, brown to grey-brown,very fine to fine SAND, trace silt,interlayed with silty very fine to fineSAND to SAND with some silt

Damp, grey-brown, silty very fine tofine SAND.

Dry to damp, brown, layered /laminated, very fine to fine SAND,trace to some silt, interlayered withsilty SAND.

0.76m Stick-up

Cemented Redstick-up Road

Box

Bentonite Seal

50mm Diam.PVC Pipe

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

503.45

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)

LOCATION: 4m South and 3.4m West of O.I.P.



1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 9655.536 E: 10184.735

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

4

5

6

7

4

5

6

7

493.24

491.87

485.16

484.55

483.94

10.21

11.58

18.29

18.90

19.51

Dry to damp, brown, very fine to fineSAND, trace to some silt.

Dry to damp, brown, layered /laminated, very fine SAND, trace tosome silt, interlayered with very fine tofine SAND with some silt to siltySAND.

Damp, brown, fine to coarse SANDand rounded to angular GRAVEL,trace silt.

Damp, brown, gravelly fine to coarseSAND.

Damp to dry, brown, fine to coarseSAND and GRAVEL, trace to somesilt.

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

10

11

12

13

14

15

16

17

18

19

20

N: 9655.536 E: 10184.735

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

7

8

9

10

11

7

8

9

10

11

483.03

482.42

478.76

476.93

476.32

475.41

473.43

20.42

21.03

24.69

26.52

27.13

28.04

Damp to dry, brown, fine to coarseSAND and GRAVEL, trace to somesilt. (continued)

Wet to moist, brown, gravelly fine tocoarse SAND.

Dry to very moist, brown, fine tocoarse SAND and rounded to angularGRAVEL, trace silt.

Damp to very moist, brown, gravellyfine to coarse SAND, trace to some siltto SAND with some gravel and silt.

Damp, grey-brown, fine to mediumSAND, trace to some silt and gravel

Damp, brown, fine SAND, trace silt.

Damp, brown, fine to medium SAND,trace to some silt and gravel.

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

20

21

22

23

24

25

26

27

28

29

30

N: 9655.536 E: 10184.735

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

11

12

13

14

11

12

13

14

470.84

468.70

467.48

466.57

466.26

465.65

465.04

30.02

32.61

34.75

35.97

36.88

37.19

37.80

38.40

Dry to damp, brown, fine SAND,containing layers of: very fine to fineSAND with trace to some silt; fineSAND with some silt; and fine SANDwith trace silt and gravel.

Very moist to damp, brown, silty fineSAND, trace to some gravel,containing layers of fine SAND withtrace to some silt.

Damp, brown, fine to medium SAND,trace to some gravel and silt.

Damp to moist, grey-brown, siltySAND and GRAVEL to GRAVEL andSAND, trace to some silt.

Grey BOULDER

Grey-brown GRAVEL, SAND andSILT.

Dark grey SILT, SAND and GRAVEL.[Dry drilling] (Weathered Bedrock)

Dry to damp with moist to very moistzone, dark grey Chunks of rock, torounded GRAVEL, SILT and SAND.(Weathered Bedrock)

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

30

31

32

33

34

35

36

37

38

39

40

N: 9655.536 E: 10184.735

105

160

160

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

CC

14

15

16

17

18

19

14

15

16

17

18

19

06/01/2010

462.30

461.69

456.21

455.90

455.29

41.15

41.76

47.24

47.55

48.16

Dry to damp with moist to very moistzone, dark grey Chunks of rock, torounded GRAVEL, SILT and SAND.(Weathered Bedrock) (continued)

Damp to dry, dark grey chunks of rockto powdered rock.(Weathered Bedrock)

Wet drilled - only 25% recovery, mostof the silts and sands were washedaway; Dark Grey chunks of rock insample; Sample probably GRAVEL,SAND and SILT, with (from MW09-2B) SAND strata starting atapproximately 46.3m depth.(Weathered Bedrock)

[Dry drilling] - Moist to very moist, darkgrey, medium SAND, trace silt.(Weathered Bedrock)

Moist to very moist, dark grey SILTand SAND with some sub-roundedgravel. (Weathered Bedrock)

Wet Drilling : Dark grey BEDROCK -METASEDIMENT (recovery of rockcore up to 250mm long)

Grout


20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

40

41

42

43

44

45

46

47

48

49

50

N: 9655.536 E: 10184.735

160

130

175

220

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC 1919

449.2054.25

Wet Drilling : Dark grey BEDROCK -METASEDIMENT (recovery of rockcore up to 250mm long) (continued)



Sand Pack


PVC Pipe

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

50

51

52

53

54

55

56

57

58

59

60

N: 9655.536 E: 10184.735

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC 11

502.47

500.95

499.73

498.20

495.46

494.70

1.22

2.74

3.96

5.49

8.23

8.99

Moist to dry, brown, gravelly fine tocoarse SAND, trace to some silt.[Twinning of MW 09-2A]

Damp to dry, brown, fine to coarseSAND, some silt and trace to somegravel.

Damp to dry, grey-brown, fine tocoarse SAND and GRAVEL, some silt.

Dry to damp, grey-brown, silty fineSAND to very fine to fine SAND withsome silt.

Dry to damp, brown to grey-brown,very fine to fine SAND, trace silt,interlayed with silty very fine to fineSAND to SAND with some silt

Damp, grey-brown, silty very fine tofine SAND.

Dry to damp, brown,layered/laminated, very fine to fineSAND, trace to some silt, interlayeredwith silty SAND.

0.9m Stick-up

2 - CementedRed stick-upRoad Boxes

50mm Diam.PVC Pipe -

Monitoring Well

25mm Diam.PVC Pipe - Gas

Probe


20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

503.69

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)

LOCATION: 3m South of MW 09-2A



1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 9654.427 E: 10182.259

Son

ic D

rilli

ng


SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

493.48

489.06

486.01

484.79

10.21

14.63

17.68

18.90

Dry to damp, brown, very fine to fineSAND, trace to some silt.

Damp, brown, layered very fine to fineSAND, trace to some silt, to siltySAND.

Damp, brown, gravelly fine to coarseSAND, trace to some silt.

Moist, brown, gravelly fine to coarseSAND, trace silt to SAND andGRAVEL with trace silt.


Sand Pack


PVC Pipe -GasProbe

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

10

11

12

13

14

15

16

17

18

19

20

N: 9654.427 E: 10182.259

Son

ic D

rilli

ng


Recovery = 100%

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

4

5

6

7

8

4

5

6

7

8

482.20

481.74

480.83

480.22

479.61

479.00

478.39

477.63

475.65

21.49

21.95

22.86

23.47

24.08

24.69

25.30

26.06

28.04

Moist, brown, gravelly fine to coarseSAND, trace silt to SAND andGRAVEL with trace silt. (continued)

Very moist to moist, brown, fine tocoarse SAND, some gravel and silt tosilty SAND with some gravel.

Damp to dry, brown, gravelly fine tocoarse SAND, trace to some silt.

Moist, brown, fine to coarse SAND,trace to some gravel.

Moist, brown, fine to coarse SAND andGRAVEL, trace to some silt.

Moist, brown, fine to coarse SAND,trace to some gravel.

Damp to dry, brown, fine to coarseSAND and sub-rounded to angularGRAVEL, trace silt, containingcobbles.

Damp, brown, gravelly fine to coarseSAND, trace to some silt.

Damp, brown, fine to medium SAND,trace to some silt.

Dry to moist, brown, fine SAND, tracesilt, interlayered with silty SAND toSAND with some silt.


PVC Pipe -GasProbeSand


20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

20

21

22

23

24

25

26

27

28

29

30

N: 9654.427 E: 10182.259

Son

ic D

rilli

ng

Recovery = 100%

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

8

9

10

11

8

9

10

11

06/01/2010

473.06

471.38

470.77

470.62

469.70

468.49

466.81

466.20

30.63

32.31

33.07

33.99

35.20

36.88

37.49

Dry to moist, brown, fine SAND, tracesilt, interlayered with silty SAND toSAND with some silt. (continued)

Very moist, grey-brown, silty SAND,trace gravel to silty GRAVEL andSAND, containing cobbles and layer ofGRAVEL and SAND with some silt.

Dry to damp, brown, fine to mediumSAND, trace silt.

Very moist to moist, brown, rounded tosub-angular GRAVEL and fine tocoarse SAND, trace silt.

Damp to dry, brown, fine SAND, somesilt to fine to coarse SAND andGRAVEL with trace to some silt

Dry to damp, grey-brown, silty fineSAND, trace to some gravel,interlayered with fine to medium SANDwith some silt and trace gravel.

Damp, grey-brown, damp, fine tocoarse SAND, some gravel, becomingsilty SAND with some gravel to SANDwith some gravel and silt.

Moist, grey mixed with dark grey,rounded to angular GRAVEL and fineto coarse SAND and SILT.

Dry, dark grey, silty sub-angular toangular GRAVEL and SAND.Weathered BEDROCK


20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

30

31

32

33

34

35

36

37

38

39

40

N: 9654.427 E: 10182.259

110

130

Son

ic D

rilli

ng

Recovery = 100%

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

11

12

13

11

12

13

455.8447.85

Dry, dark grey, silty sub-angular toangular GRAVEL and SAND.Weathered BEDROCK (continued)



Sand Pack


PVC Pipe - MW

Sand Pack

Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

40

41

42

43

44

45

46

47

48

49

50

N: 9654.427 E: 10182.259

130

155

160

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

494.33

490.82

489.30

1.98

5.49

7.01

Dry, grey, fine to coarse SAND andsub-rounded GRAVEL, some silt.

Dry to damp, grey-brown, angular tosub-rounded GRAVEL and fine tocoarse SAND to SAND and GRAVEL,with trace to some silt.

Damp, dark grey to grey, silty fine tocoarse SAND and GRAVEL.

Damp, grey-brown GRAVEL andSAND, some silt.

0.9m Stick-upRoad box -cemeted

Bentonite Seal

50mm Diam.PVC Pipe

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN

DRILLING DATE: Nov 20 - 23/09

DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

496.31

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)

LOCATION: North of Landfill



1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 10443.8 E: 9657.66

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

4

5

6

7

4

5

6

7

01/06/2010

485.64

482.74

481.53

479.85

478.63

476.95

10.67

13.56

14.78

16.46

17.68

19.35

Damp, grey-brown GRAVEL andSAND, some silt. (continued)

Damp to dry, grey-brown, gravellySAND, trace to some silt. (TILL)

Damp, grey, fine to coarse SAND andGRAVEL, some silt. (TILL)

Damp, grey-brown, fine to coarseSAND and GRAVEL, some silt,containing cobbles. (TILL)

Dry to damp, grey-brown, silty fine tocoarse SAND and sub -rounded toangular GRAVEL. (TILL)

Damp, brown, sandy SILT, somegravel, containing layers of damp tovery moist SILT with trace sand andclay. (TILL)

Grey-brown, fine to coarse SAND androunded to angular GRAVEL withtrace to some silt.

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

10

11

12

13

14

15

16

17

18

19

20

N: 10443.8 E: 9657.66

Son

ic D

rilli

ng


SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

7

8

9

10

11

7

8

9

10

11

476.19

475.12

473.75

470.71

470.10

469.49

468.42

467.66

20.12

21.18

22.56

25.60

26.21

26.82

27.89

28.65

Damp, brown, sandy SILT, trace tosome gravel.

Damp, grey, layered SILT, trace sandand clay, interlayered with sandy SILTto very fine to fine SAND with somesilt.

Damp to very moist, grey SILT, somesand, trace to some gravel, containinglayers of SILT with trace to some clay.Encountered 0.3m boulder at 23.0mdepth.

Damp to very moist, light grey SILT,trace to some clay and trace gravel.

Damp to very moist, grey SILT andSAND, some gravel to gravelly SANDand SILT.

Very moist, dark grey to grey SILT,some rounded to angular gravel andfine to coarse sand.

Black soft (coal like), light weightbroken up, possibly very weatheredBEDROCK. (Metasediment)

Very weathered to weathered blackand grey vertical foliated BEDROCK.(Metasediment)

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

20

21

22

23

24

25

26

27

28

29

30

N: 10443.8 E: 9657.66

115

112

143

120

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

11

12

13

11

12

13

460.6535.66

Very weathered to weathered blackand grey vertical foliated BEDROCK.(Metasediment) (continued)


Grout

Bentonite Seal

Sand Pack

1.5m Slotted50mm Diam.

PVC Pipe

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

30

31

32

33

34

35

36

37

38

39

40

N: 10443.8 E: 9657.66

120

107

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

Twin of MW 09-3A (2 m South) -Similar strata.

SAND and GRAVEL with some silt toGRAVEL and SAND with trace tosome silt.

0.9m Stick-upRoad boxes -

cemeted

Bentonite Seal

25mm Diam.PVC Pipe (Gas

Probe)

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN

DRILLING DATE: Nov. 24/09

DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

496.13

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 10445.81 E: 9656.645

Son

ic D

rilli

ng





SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

4

5

6

7

4

5

6

7

479.36

478.60

478.14

477.53

476.93

476.32

16.76

17.53

17.98

18.59

19.20

19.81

Twin of MW 09-3A (2 m South) -Similar strata.

SAND and GRAVEL with some silt toGRAVEL and SAND with trace tosome silt. (continued)

Damp, grey-brown SILT, some sandand trace to some gravel. (TILL)

Grey-brown SAND and GRAVEL,trace to some silt.

Moist to very moist, grey SILT, somesand to SILT and SAND with traceclay.

Moist to very moist, grey-brown SILT,some sand, to sandy SILT with somegravel.

Dry to damp, grey-brown, fine tocoarse SAND and rounded to angularGRAVEL, trace to some silt.

Grout

Bentonite Seal

Sand Pack


PVC Pipe (GasProbe)

Sand Pack

50mm PVC Pipe

Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

10

11

12

13

14

15

16

17

18

19

20

N: 10445.81 E: 9656.645

Son

ic D

rilli

ng



Recovery = 100%

Recovery = 100%

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

CC

7

8

9

10

11

12

7

8

9

10

11

12

01/06/2010

473.42

469.91

469.31

468.24

22.71

26.21

26.82

27.89

Moist to very moist, grey, layered SILTand SAND, interlayered with SILT toSILT with trace clay and silty SAND,containing layer of fine to mediumSAND with trace gravel. (continued)

Damp, grey SILT, some sand andtrace to some gravel. (TILL)

Damp to very moist, grey SILT andSAND, some gravel to gravelly SANDand SILT.

Very moist, dark grey to grey SILT,some rounded to angular gravel andfine to coarse sand.

Very weathered, black and grey,vertical foliated BEDROCK.(Metasediment)

Bentonite Seal

Sand Pack

1.5m Slotted50mm PVC Pipe

Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

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LEM

ET

RE

S

CONTINUED NEXT PAGE

20

21

22

23

24

25

26

27

28

29

30

N: 10445.81 E: 9656.645

120

133

133

Son

ic D

rilli

ng

Recovery = 100%

Recovery = 100%

Recovery = 100%

CC 1212

465.6530.48

Very weathered, black and grey,vertical foliated BEDROCK.(Metasediment) (continued)


Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

30

31

32

33

34

35

36

37

38

39

40

N: 10445.81 E: 9656.645

133

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

01/06/2010

564.59

563.98

560.63

557.89

557.58

1.22

1.83

5.18

7.92

8.23

Brown, sandy SILT, trace gravel andclay. (TILL) (Note: Top 0.6m hadbeen stripped off)

Grey SILT and angular GRAVEL,containing cobbles or boulder.

Brown SILT, trace to some rounded tosub-rounded gravel, trace sand,containing rock chips.

Grey-brown SILT and SAND,sub-rounded gravel and clay,containing rock chips. (TILL)

Grey-brown, sandy SILT, somerounded to sub-rounded gravel. (TILL)

Dark grey to black, silty cuttings -weathered (fractured) BEDROCK(Schist).

1.0m Stick-upRoad box -cemeted

Bentonite Seal

50mm Diam.PVC Pipe

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

565.81

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)

LOCATION: South of Landfill



1 : 50

LOGGED: PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 9632.17 E: 9878.403

Son

ic D

rilli

ng

Recovery = 100%

Recovery = 100%


SR

-125

trac

ked

(D

R-1

25)

CC 44

550.57

548.44

15.24

17.37

Dark grey to black, silty cuttings -weathered (fractured) BEDROCK(Schist). (continued)

Light grey to black-grey powdered rock, containing chunks of rock.BEDROCK (Schist).


Grout

Bentonite Seal

Sand Pack


PVC Pipe

Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

10

11

12

13

14

15

16

17

18

19

20

N: 9632.17 E: 9878.403

Son

ic D

rilli

ng


SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

5

6

7

8

1

2

3

4

01/06/2010

564.96

560.69

557.95

556.12

0.91

5.18

7.92

9.75

Light brown SILT, containing organics(rootlets).

Brown SILT, trace sand and roundedto sub-angular gravel (rock chips) toSILT with trace to some sand andtrace rounded to sub-rounded gravel(and rock chips). (TILL)

Brown SILT and SAND, some gravel.(TILL)

Dark grey to black cuttings fracturedBEDROCK (Schist).


0.8m Stick-upRoad boxes -

cemetedBentonite Seal

25mm Diam.PVC Pipe (Gas

Probe)

Grout

Bentonite Seal


PVC Pipe (GasProbe) withSand Pack

Bentonite Seal

50mm PVC Pipe

Sand Pack

1.5m Slotted50mm PVC Pipe

Bentonite Seal

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

565.87

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

0.000

1

2

3

4

5

6

7

8

9

10

N: 9632.49 E: 9876.23

Son

ic D

rilli

ng

Recovery = 100%

Recovery = 100%

Recovery = 100%


SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

1

2

3

4

1

2

3

4

560.27

558.44

557.07

5.49

7.32

8.69

Damp, brown to grey-brown, gravellyfine to coarse SAND, trace to somesilt. (TILL)

Damp, grey-brown SILT and SAND,some gravel to gravelly sandy SILT.(TILL)

Damp, dark grey, gravelly, sandy SILT.(Weathered Bedrock)

Damp, dark grey, silty fine to coarseSAND and rounded to angularGRAVEL.(Weathered Bedrock)

Stick-up Roadbox - cemeted

Bentonite Seal

50mm Diam.PVC Pipe

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T

RECORD OF MONITORING WELL: MW 09-4D SHEET 1 OF 8

10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN

DRILLING DATE: Nov. 24-27/09

DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

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JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

565.76

DEPTH SCALE

Ground Surface



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

0.000

1

2

3

4

5

6

7

8

9

10

N: 9627.78 E: 9879.001

118

135

160

Son

ic D

rilli

ng

Recovery = 100%

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

4

5

6

7

4

5

6

7

554.02

553.11

550.52

11.73

12.65

15.24

Damp, dark grey, silty fine to coarseSAND and rounded to angularGRAVEL.(Weathered Bedrock) (continued)

Damp, dark grey to black SILT, somesand and trace gravel.(Weathered Bedrock)

Black weathered BEDROCK (Schist).

Black competent BEDROCK (Schist).

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

10

11

12

13

14

15

16

17

18

19

20

N: 9627.78 E: 9879.001

160

150

140

150

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

7

8

9

10

7

8

9

10

Black competent BEDROCK (Schist).(continued)

Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

20

21

22

23

24

25

26

27

28

29

30

N: 9627.78 E: 9879.001

150

120

155

170

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

10

11

12

13

14

10

11

12

13

14


Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

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JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

30

31

32

33

34

35

36

37

38

39

40

N: 9627.78 E: 9879.001

170

144

130

150

170

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

14

15

16

17

18

14

15

16

17

18


Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

40

41

42

43

44

45

46

47

48

49

50

N: 9627.78 E: 9879.001

170

150

217

136

Son

ic D

rilli

ng

SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

18

19

20

18

19

20


Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

50

51

52

53

54

55

56

57

58

59

60

N: 9627.78 E: 9879.001

136

Son

ic D

rilli

ng



SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

CC

CC

21

22

23

24

25

21

22

23

24

25


Grout

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

CONTINUED NEXT PAGE

60

61

62

63

64

65

66

67

68

69

70

N: 9627.78 E: 9879.001

Son

ic D

rilli

ng






SR

-125

trac

ked

(D

R-1

25)

CC

CC

CC

25

26

27

25

26

27

01/06/2010

487.4278.33



Grout

Bentonite Seal

Sand Pack


PVC Pipe

20406080

ELEV.

DEPTH(m)

10-6 10-5 10-4 10-3

WlWp


ST

RA

TA

PLO

T


10 20 30 40BLO

WS

/0.3

m

RECOVERY %

RU

N N

o.

SAMPLES

GR

AV

EL

FIN

ES


NU

MB

ER

DR

ILLI

NG

RIG

SA

ND


AD

DIT

ION

AL

LAB

. TE

ST

ING

DESCRIPTIONWT

YP

E

RUN


DR

ILLI

NG

ME

TH

OD

File

:N:\B

UR

-GR

AP

HIC

S\P

RO

JEC

TS

\200

9\14

35\0

9-14

35-0

804\

DR

AF

TIN

G\G

INT

\912

0\09

-143

5-08

04 C

ON

VE

RT

ED

.GP

J O

utpu

t For

m:B

OR

EH

OLE

(S

ON

IC)

(AU

TO

) T

empl

ate:

BC

RE

GIO

N T

EM

PLA

TE

BE

TA

1.G

DT

Lib

rary

:BC

RE

GIO

N L

IBR

AR

Y.G

LB b

droz

diak

27/

4/10

DEPTH SCALE



PROJECT No.: 09-1435-0804 (9120)




1 : 50

LOGGED: RNS / PO

CHECKED: CM,CB,JPS

DE

PT

H S

CA

LEM

ET

RE

S

70

71

72

73

74

75

76

77

78

79

80

N: 9627.78 E: 9879.001

Son

ic D

rilli

ng




REP 0430 10 Wastech-2009 CCLF Annual Report FINAL reports/CCLF 2009... · 0 /1 /4 7 2 k a i d z ro...

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