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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 3 & 4/09
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
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
CA
LEM
ET
RE
S
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-1A SHEET 2 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 3 & 4/09
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
DEPTH SCALE
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
CA
LEM
ET
RE
S
CONTINUED NEXT PAGE
10
11
12
13
14
15
16
17
18
19
20
N: 9734.63 E: 10238.498
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
476.08
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-1A SHEET 3 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 3 & 4/09
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
DEPTH SCALE
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
CA
LEM
ET
RE
S
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-1A SHEET 4 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 3 & 4/09
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
DEPTH SCALE
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
CA
LEM
ET
RE
S
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-1A SHEET 5 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 3 & 4/09
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
DEPTH SCALE
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
CA
LEM
ET
RE
S
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.
3.05m - 50mmDiam. Slotted
PVC Pipe
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 6 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 3 & 4/09
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
DEPTH SCALE
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
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
HYDRAULIC CONDUCTIVITY, k, cm/s
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
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 5 & 6/09
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
498.31
DEPTH SCALE
Ground Surface
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m North of MW 09-1A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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: 9736.213 E: 10240.987
Son
ic D
rilli
ng
Recovery Not Recorded
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
3.05m - 25mmDiam. Slotted
PVC Pipe -GasProbe
Sand Pack
Bentonite(Pellets & Chips)
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 09-1B SHEET 2 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 5 & 6/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m North of MW 09-1A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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: 9736.213 E: 10240.987
Son
ic D
rilli
ng
Recovery Not Recorded
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.
Bentonite(Pellets & Chips)
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 09-1B SHEET 3 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 5 & 6/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m North of MW 09-1A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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: 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
Bentonite(Pellets & Chips)
Sand Pack
3.05m - 50mmDiam. Slotted
PVC Pipe - MW
Sand Pack
Bentonite Seal
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 09-1B SHEET 4 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 5 & 6/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m North of MW 09-1A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
End of Monitoring Well.
Bentonite Seal
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 09-1B SHEET 5 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 5 & 6/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m North of MW 09-1A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-2A 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 6 & 7/09
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
503.45
DEPTH SCALE
Ground Surface
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 4m South and 3.4m West of O.I.P.
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-2A SHEET 2 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 6 & 7/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 4m South and 3.4m West of O.I.P.
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-2A SHEET 3 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 6 & 7/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 4m South and 3.4m West of O.I.P.
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-2A SHEET 4 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 6 & 7/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 4m South and 3.4m West of O.I.P.
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Bentonite(Pellets & Chips)
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 09-2A SHEET 5 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 6 & 7/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 4m South and 3.4m West of O.I.P.
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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)
End of Monitoring Well.
Bentonite(Pellets & Chips)
Sand Pack
3.05m - 50mmDiam. Slotted
PVC Pipe
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 09-2A SHEET 6 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
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 6 & 7/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 4m South and 3.4m West of O.I.P.
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Bentonite(Pellets & Chips)
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 09-2B SHEET 1 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 7 & 8/09
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
503.69
DEPTH SCALE
Ground Surface
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m South of MW 09-2A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
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.
Bentonite(Pellets & Chips)
Sand Pack
3.05m - 25mmDiam. Slotted
PVC Pipe -GasProbe
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 09-2B SHEET 2 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 7 & 8/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m South of MW 09-2A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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 Not Recorded
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.
3.05m - 25mmDiam. Slotted
PVC Pipe -GasProbeSand
Bentonite(Pellets & Chips)
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 09-2B SHEET 3 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 7 & 8/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m South of MW 09-2A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Bentonite(Pellets & Chips)
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 09-2B SHEET 4 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 7 & 8/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m South of MW 09-2A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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)
End of Monitoring Well.
Bentonite(Pellets & Chips)
Sand Pack
3.05m - 50mmDiam. Slotted
PVC Pipe - MW
Sand Pack
Bentonite Seal
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 09-2B SHEET 5 OF 5
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Feb. 7 & 8/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: 3m South of MW 09-2A
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-3A SHEET 1 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-3A SHEET 2 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-3A SHEET 3 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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)
End of Monitoring Well.
Grout
Bentonite Seal
Sand Pack
1.5m Slotted50mm Diam.
PVC Pipe
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 09-3A SHEET 4 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-3B SHEET 1 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
Recovery Not Recorded
Recovery Not Recorded
Recovery Not Recorded
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
1.5m Slotted25mm Diam.
PVC Pipe (GasProbe)
Sand Pack
50mm PVC Pipe
Bentonite Seal
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 09-3B SHEET 2 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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 Not Recorded
Recovery Not Recorded
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-3B SHEET 3 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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: 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)
End of Monitoring Well.
Bentonite Seal
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 09-3B SHEET 4 OF 4
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: North of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-4A SHEET 1 OF 2
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Nov. 28/09
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
565.81
DEPTH SCALE
Ground Surface
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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%
Recovery Not Recorded
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).
End of Monitoring Well.
Grout
Bentonite Seal
Sand Pack
1.5m Slotted50mm Diam.
PVC Pipe
Bentonite Seal
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 09-4A SHEET 2 OF 2
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Nov. 28/09
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
DEPTH SCALE
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
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).
End of Monitoring Well.
0.8m Stick-upRoad boxes -
cemetedBentonite Seal
25mm Diam.PVC Pipe (Gas
Probe)
Grout
Bentonite Seal
1.5m Slotted25mm Diam.
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-4B SHEET 1 OF 1
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
AD
DIT
ION
AL
LAB
. TE
ST
ING
DESCRIPTIONWT
YP
E
RUN
DRILLING DATE: Nov. 28/09
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
565.87
DEPTH SCALE
Ground Surface
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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%
Recovery Not Recorded
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
HYDRAULIC CONDUCTIVITY, k, cm/s
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
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
565.76
DEPTH SCALE
Ground Surface
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-4D SHEET 2 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
HYDRAULIC CONDUCTIVITY, k, cm/s
ST
RA
TA
PLO
T
RECORD OF MONITORING WELL: MW 09-4D SHEET 3 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Black competent BEDROCK (Schist).(continued)
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 09-4D SHEET 4 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Black competent BEDROCK (Schist).(continued)
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 09-4D SHEET 5 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Black competent BEDROCK (Schist).(continued)
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 09-4D SHEET 6 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
Recovery Not Recorded
SR
-125
trac
ked
(D
R-1
25)
CC
CC
CC
CC
CC
21
22
23
24
25
21
22
23
24
25
Black competent BEDROCK (Schist).(continued)
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 09-4D SHEET 7 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
Recovery Not Recorded
Recovery Not Recorded
Recovery Not Recorded
Recovery Not Recorded
SR
-125
trac
ked
(D
R-1
25)
CC
CC
CC
25
26
27
25
26
27
01/06/2010
487.4278.33
Black competent BEDROCK (Schist).(continued)
End of Monitoring Well.
Grout
Bentonite Seal
Sand Pack
3.05m Slotted50mm Diam.
PVC Pipe
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 09-4D SHEET 8 OF 8
10 20 30 40BLO
WS
/0.3
m
RECOVERY %
RU
N N
o.
SAMPLES
GR
AV
EL
FIN
ES
GRADATION %SOIL PROFILE
NU
MB
ER
DR
ILLI
NG
RIG
SA
ND
WATER CONTENT PERCENT
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
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
DRILLING CONTRACTOR: Mud Bay Drilling Co. Ltd
DATUM: Ground Surface
PROJECT No.: 09-1435-0804 (9120)
LOCATION: South of Landfill
PIEZOMETER,STANDPIPE
ORTHERMISTORINSTALLATION
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
Recovery Not Recorded
Recovery Not Recorded
Recovery Not Recorded