golder associates cpt: 12-2-1 rev 1 ottawa, on total … 1...number blows/0.3m additional lab....
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Project: 12-1125-0045 - CRRRC EA Eastern Ontario
Golder Associates
Ottawa, ON
www.golder.comTotal depth: 25.14 m, Date: 12/20/2012
Surface Elevation: 77.02 m
Boundary Road Site
Coords: X:466155.63, Y:5019599.37
Cone Type: 10 cm2, u2, (4039)
Cone Operator: Golder (D. Grylls)
CPT: 12-2-1 Rev 1
Location:
Norm. cone resistance
Qt1N
50403020100
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. cone resistance Norm. pore pressure ratio
Bq
21.510.50
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. pore pressure ratioNorm. friction ratio
Fr (%)
1086420
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. friction ratio SBTn Index
Ic
4321
Depth
(m
)27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0SBTn Index Norm. Soil Behaviour Type
SBTn (Robertson 1990)
181614121086420
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. Soil Behaviour Type
Clay & silty clayClayClay & silty clayClayOrganic soilOrganic soilSilty sand & sandy silt
ClayOrganic soilSilty sand & sandy siltClayClayOrganic soilOrganic soilClay
Clay
Organic soil
Clay
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.6.3 - CPTU data presentation & interpretation software - Report created on: 1/22/2013, 3:05:04 PM 2
Project file: N:\Active\2012\1125 Ottawa\12-1125-0045 Boundary Road Ottawa\Boundary Road Project Rev 1.cpt
Project: 12-1125-0045 - CRRRC EA Eastern Ontario
Golder Associates
Ottawa, ON
www.golder.comTotal depth: 24.76 m, Date: 11/29/2012
Surface Elevation: 76.16 m
Boundary Road Site
Coords: X:466663.45, Y:5021575.17
Cone Type: 10 cm2, u2, (4039)
Cone Operator: Golder (D. Grylls)
CPT: 12-3-1 Rev 1
Location:
Norm. cone resistanceDRILL OUT
Qt1N
50403020100
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. cone resistance Norm. pore pressure ratio
DRILL OUT
Bq
21.510.50
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. pore pressure ratioNorm. friction ratio
DRILL OUT
Fr (%)
1086420
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. friction ratio SBTn Index
Ic
4321
Depth
(m
)27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0SBTn Index Norm. Soil Behaviour Type
DRILL OUT
SBTn (Robertson 1990)
181614121086420
Depth
(m
)
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
0Norm. Soil Behaviour Type
Clay & silty claySand & silty sandSilty sand & sandy silt
Clay
Clay & silty clayClay & silty clayClayClayClay
Clay
SBTn legend
1. Sensitive fine grained
2. Organic material
3. Clay to silty clay
4. Clayey silt to silty clay
5. Silty sand to sandy silt
6. Clean sand to silty sand
7. Gravely sand to sand
8. Very stiff sand to clayey sand
9. Very stiff fine grained
CPeT-IT v.1.7.6.3 - CPTU data presentation & interpretation software - Report created on: 1/22/2013, 3:10:01 PM 2
Project file: N:\Active\2012\1125 Ottawa\12-1125-0045 Boundary Road Ottawa\Boundary Road Project Rev 1.cpt
3
4
1
50DO
50DO
50DO
MH1
2
3
Pow
er A
uger
Ele
ctric
Nilc
on
0.25
0.55
1.22
2.15
4.75
4.995.13
12.19
75.40
74.88
73.89
71.20
63.76
TOPSOIL
Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)
Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAY
Grey CLAYEY SILT, some sandSoft grey to red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 3.72 m to 3.76 m
Grey SANDY SILT, with black staining
Grey SILT, some claySoft to firm red grey CLAY to SILTYCLAY, with black staining and sandy siltand sand seams- Grey sandy silt layer from 5.28 m to5.32 m
- Grey silt layer from 7.16 m to 7.24 m
- Grey clayey silt layer from 8.94 m to9.07 m
Stiff grey and red CLAY to SILTY CLAY,with black staining
200
mm
Dia
m. (
Hol
low
Ste
m)
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 13-14, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020298.57 ;E 467132.84
75.950.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
>39
Ele
ctric
Nilc
on
22.86
27.00
53.09
48.95
Stiff grey and red CLAY to SILTY CLAY,with black staining
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
End of Borehole
Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Vane pushed to 27 m depth. Rodfriction too high to carry out test.
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 13-14, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 2 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020298.57 ;E 467132.84
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
>39
>64
PH
PH
PH
PH
73TP
73TP
73TP
73TP
1
2
3
4
Was
h B
orin
g
0.25
0.55
1.22
2.15
4.75
4.995.13
12.19
75.46
74.94
73.95
71.26
63.82
TOPSOIL
Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)
Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAY
Grey CLAYEY SILT, some sandSoft grey to red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 3.72 m to 3.76 m
Grey SANDY SILT, with black staining
Grey SILT, some claySoft to firm red grey CLAY to SILTYCLAY, with black staining and sandy siltand sand seams- Grey sandy silt layer from 5.28 m to5.32 m
- Grey silt layer from 7.16 m to 7.24 m
- Grey clayey silt layer from 8.94 m to9.07 m
Stiff grey and red CLAY to SILTY CLAY,with black staining
HW
Cas
ing
Protective Casing
76 mm Diam. PVCCasing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 15-19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020302.44 ;E 467125.21
76.010.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
114
PH
PH
WH
WR
WR
WR
WR
WR
WR
WR
73TP
73TP
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
5
6
7
8
9
10
11
12
13
14
Was
h B
orin
g
22.8653.15
Stiff grey and red CLAY to SILTY CLAY,with black staining
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
HW
Cas
ing 76 mm Diam. PVC
Casing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 15-19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020302.44 ;E 467125.21
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
WR
WR
WR
WR
WR
WR
WR
WR
52
67
36
33
>50
DD
>50
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
HQRC
50DO
MH
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
Was
h B
orin
g
35.8140.20
35.40
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
Dense to very dense grey SILTY SAND,some gravel, trace clay, with cobblesand boulders (GLACIAL TILL)
Borehole continued on RECORD OFDRILLHOLE 12-1-3
Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Different stratigraphy relative toborehole 12-1-7.
HW
Cas
ing
76 mm Diam. PVCCasing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 15-19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020302.44 ;E 467125.21
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
Rot
ary
Dril
l
1
2
JN,,
JN,,
JN,,
JN,,
JN,,
JN,,
VN,,JN,,JN,,
JN,,
76 mm Diam. PVCCasing
Bentonite-CementGrout
35.26
34.27
34.10
33.91
33.83
33.58
33.54
33.50
33.44
CARLSBAD FORMATION, 40.61 m to46.47 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
HQ
Cor
e
40.75
41.7441.76
41.91
41.94
42.10
42.18
42.43
42.47
42.51
42.57
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 1 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DG
35.40
LOGGED:
CHECKED: SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
40.61
BEDROCK SURFACE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-1-3DRILLING DATE: November 15-19, 2012
DRILL RIG: CME 850
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5020302.44 ;E 467125.21
41
42
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
2
3
JN,,
JN,,
JN,,
76 mm Diam. PVCCasing
Bentonite-CementGrout
33.33
33.28
32.98
32.68
32.45
32.40
32.19
32.06
32.02
31.84
31.55
31.51
31.44
CARLSBAD FORMATION, 40.61 m to46.47 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
HQ
Cor
e
42.68
42.73
43.04
43.33
43.36
43.56
43.61
43.64
43.68
43.83
43.95
43.99
44.03
44.06
44.17
44.46
44.50
44.57
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 2 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-1-3DRILLING DATE: November 15-19, 2012
DRILL RIG: CME 850
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5020302.44 ;E 467125.21
43
44
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
3
4
JN,,
VN,,
JN,,
JN,,
76 mm Diam. PVCCasing
Bentonite-CementGrout
31.39
31.24
31.16
30.91
30.76
29.90
29.75
29.71
29.65
29.54
CARLSBAD FORMATION, 40.61 m to46.47 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
End of Drillhole
HQ
Cor
e
44.62
44.77
44.85
45.10
45.25
46.11
46.26
46.30
46.36
46.47
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 3 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-1-3DRILLING DATE: November 15-19, 2012
DRILL RIG: CME 850
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5020302.44 ;E 467125.21
45
46
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
0.25
0.55
1.22
2.15
4.75
4.995.13
12.19
75.55
75.03
74.04
71.35
63.91
TOPSOIL
Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)
Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAY
Grey CLAYEY SILT, some sandSoft grey to red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 3.72 m to 3.76 m
Grey SANDY SILT, with black staining
Grey SILT, some claySoft to firm red grey CLAY to SILTYCLAY, with black staining and sandy siltand sand seams- Grey sandy silt layer from 5.28 m to5.32 m
- Grey silt layer from 7.16 m to 7.24 m
- Grey clayey silt layer from 8.94 m to9.07 m
Stiff grey and red CLAY to SILTY CLAY,with black staining
HQ
Cor
e
Protective Casing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-3-1
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 23, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020300.53 ;E 467124.43
76.100.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Rot
ary
Dril
l
22.8653.24
Stiff grey and red CLAY to SILTY CLAY,with black staining
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
HQ
Cor
e
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-3-1
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 23, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020300.53 ;E 467124.43
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Rot
ary
Dril
l
35.8140.29
36.32
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
Dense to very dense grey SILTY SAND,some gravel, trace clay, with cobblesand boulders (GLACIAL TILL)
Borehole continued on RECORD OFDRILLHOLE 12-1-3.1
Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Different stratigraphy relative toborehole 12-1-7.
HQ
Cor
e
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-3-1
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 23, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020300.53 ;E 467124.43
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Rot
ary
Dril
l
1
2
JN,,
JN,,
JN,,
JN,,JN,,
JN,,
JN,,
JN,,
JN,,
JN,,
Peltonite Seal
Silica Sand
50 mm Diam. PVC#10 Slot Screen
35.92
35.87
35.49
35.37
CARLSBAD FORMATION, 39.78 m to45.37 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
HQ
Cor
e
39.81
40.18
40.23
40.61
40.73
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 1 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
MON. WELL
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DG
36.32
LOGGED:
CHECKED: SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
39.78
BEDROCK SURFACE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-1-3-1DRILLING DATE: November 23, 2012
DRILL RIG: CME 850
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5020300.53 ;E 467124.43
40
41
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
2
3
JN,,
JN,,
JN,,
50 mm Diam. PVC#10 Slot Screen
33.59
33.55
33.49
33.40
33.34
33.23
33.14
33.05
33.01
32.86
32.73
32.55
32.40
CARLSBAD FORMATION, 39.78 m to45.37 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
HQ
Cor
e
42.51
42.55
42.61
42.70
42.76
42.87
42.96
43.05
43.09
43.24
43.37
43.55
43.70
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 2 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
MON. WELL
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-1-3-1DRILLING DATE: November 23, 2012
DRILL RIG: CME 850
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5020300.53 ;E 467124.43
42
43
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
3
4
JN,,
JN,,
JN,,
50 mm Diam. PVC#10 Slot Screen
Silica Sand
32.23
32.15
32.08
32.03
30.85
30.7530.73
CARLSBAD FORMATION, 39.78 m to45.37 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
End of Drillhole
HQ
Cor
e
43.87
43.90
43.95
44.02
44.07
45.25
45.3545.37
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 3 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
MON. WELL
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-1-3-1DRILLING DATE: November 23, 2012
DRILL RIG: CME 850
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5020300.53 ;E 467124.43
44
45
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Was
h B
orin
g
0.25
0.55
1.22
2.15
4.75
4.995.13
12.19
75.53
75.01
74.02
71.33
63.89
TOPSOIL
Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)
Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAY
Grey CLAYEY SILT, some sandSoft grey to red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 3.72 m to 3.76 m
Grey SANDY SILT, with black staining
Grey SILT, some claySoft to firm red grey CLAY to SILTYCLAY, with black staining and sandy siltand sand seams- Grey sandy silt layer from 5.28 m to5.32 m
- Grey silt layer from 7.16 m to 7.24 m
- Grey clayey silt layer from 8.94 m to9.07 m
Stiff grey and red CLAY to SILTY CLAY,with black staining
HW
Cas
ing
Protective Casing
Bentonite Seal
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 26, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020299.81 ;E 467126.00
76.080.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Was
h B
orin
g
22.8653.22
Stiff grey and red CLAY to SILTY CLAY,with black staining
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
HW
Cas
ing
Bentonite-CementGrout
Peltonite
Silica Sand
25 mm Diam. PVC#10 Slot Screen 'B'
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 26, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020299.81 ;E 467126.00
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Was
h B
orin
g
35.81
39.90
40.27
36.18
Stiff to very stiff grey CLAY to SILTYCLAY, with black staining
Dense to very dense grey SILTY SAND,some gravel, trace clay, with cobblesand boulders (GLACIAL TILL)
End of Borehole
Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Different stratigraphy relative toborehole 12-1-7.
HW
Cas
ing
Silica Sand
Bentonite Seal
Peltonite
Silica Sand
32 mm Diam. PVC#10 Slot Screen 'A'
Silica Sand
Peltonite
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 26, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020299.81 ;E 467126.00
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Pow
er A
uger
0.25
0.55
1.22
2.15
4.75
4.995.13
12.19
75.51
74.99
74.00
71.31
63.87
TOPSOIL
Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)
Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAY
Grey CLAYEY SILT, some sandSoft grey to red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 3.72 m to 3.76 m
Grey SANDY SILT, with black staining
Grey SILT, some claySoft to firm red grey CLAY to SILTYCLAY, with black staining and sandy siltand sand seams- Grey sandy silt layer from 5.28 m to5.32 m
- Grey silt layer from 7.16 m to 7.24 m
- Grey clayey silt layer from 8.94 m to9.07 m
Stiff grey and red CLAY to SILTY CLAY,with black staining
200
mm
Dia
m. (
Hol
low
Ste
m)
Protective Casing
Bentonite Seal
Silica Sand
32 mm Diam. PVC#10 Slot Screen 'B'
Silica Sand
Bentonite Seal
Silica Sand
25 mm Diam. PVC#10 Slot Screen 'A'
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-5
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020301.64 ;E 467122.27
76.060.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
15.2560.81
End of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
Silica Sand
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-5
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 2 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020301.64 ;E 467122.27
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Pow
er A
uger
0.25
0.55
1.22
1.50
75.51
74.99
74.56
TOPSOIL
Very loose brown SILTY SAND toSAND, some silt and clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)
Grey brown SAND, some silt, trace clayStiff red brown SILTY CLAY, with sandseams (Weathered Crust)Soft grey to red grey SILTY CLAYEnd of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
200
mm
Dia
m. (
HS
)
Protective CasingBentonite Seal
Silica Sand
50 mm Diam. PVC#10 Slot Screen
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-1-6
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 1
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5020298.76 ;E 467123.21
76.060.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
2
6
WH
50DO
50DO
50DO
1
2
3
Pow
er A
uger
Ele
ctric
Nilc
on
0.23
1.221.37
2.112.29
2.80
3.02
7.03
7.39
75.90
75.01
74.32
70.19
69.73
TOPSOIL/PEATVery loose to loose grey brown SILTYSAND
Red brown SILTY CLAY, with sandseams (Weathered Crust)CLAY to SILTY CLAY
Grey brown SANDY SILT, trace to someclayFirm red grey SILTY CLAY, with sandseams- Sand layer from 2.41 m to 2.46 mGrey SAND, some silt, trace clay, withblack stainingSoft to firm red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 4.47 m to 4.50 m
- Silt layer from 6.53 m to 6.61 m- Silt layer from 6.65 m to 6.68 mSILTY SAND, trace clay, with blackstainingGrey CLAYEY SILTSoft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
200
mm
Dia
m. (
Hol
low
Ste
m)
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019601.24 ;E 466150.44
77.120.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
40
Ele
ctric
Nilc
on
16.61
25.76
26.75
60.51
51.36
50.37
Soft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
Firm to stiff grey CLAY to SILTY CLAY,with black staining
Very stiff dark grey CLAY to SILTYCLAY, with black staining
End of Borehole
Note:1. Soil stratigraphy inferred from varioussoil sampling methods and CPT.2. Vane pushed to 26.75 m depth.
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 19, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 2 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019601.24 ;E 466150.44
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
40
>67
115
PH
PH
PH
PH
73TP
73TP
73TP
73TP
1
2
3
4
Was
h B
orin
g
0.23
1.221.37
2.112.29
2.80
3.02
7.03
7.39
75.72
74.83
74.14
70.01
69.55
TOPSOIL/PEATVery loose to loose grey brown SILTYSAND
Red brown SILTY CLAY, with sandseams (Weathered Crust)CLAY to SILTY CLAY
Grey brown SANDY SILT, trace to someclayFirm red grey SILTY CLAY, with sandseams- Sand layer from 2.41 m to 2.46 mGrey SAND, some silt, trace clay, withblack stainingSoft to firm red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 4.47 m to 4.50 m
- Silt layer from 6.53 m to 6.61 m- Silt layer from 6.65 m to 6.68 mSILTY SAND, trace clay, with blackstainingGrey CLAYEY SILTSoft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
HW
Cas
ing
Protective Casing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 7-14, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019604.15 ;E 466157.12
76.940.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
PH
PH
4
73TP
73TP
50DO
5
6
7
Was
h B
orin
g
16.61
25.76
60.33
51.18
Soft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
Firm to stiff grey CLAY to SILTY CLAY,with black staining
Very stiff dark grey CLAY to SILTYCLAY, with black staining
HW
Cas
ing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 7-14, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019604.15 ;E 466157.12
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
PH
2
71
16
73
73TP
50DO
50DO
50DO
50DO
8
9
10
11
12
Was
h B
orin
g
33.7833.91
34.29
34.59
43.16
42.65
42.35
40.20
Very stiff dark grey CLAY to SILTYCLAY, with black staining
Grey brown SILTY SANDGrey SANDY SILT
Dark grey and brown SILTY CLAY
Compact to very dense grey SAND andSILT, some gravel, trace clay (GLACIALTILL)
Borehole continued on RECORD OFDRILLHOLE 12-2-3
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
HW
Cas
ing Bentonite-Cement
Grout
Peltonite
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 7-14, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019604.15 ;E 466157.12
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Rot
ary
Dril
l
1
2
JN,,
BD,,
BD,,
BD,,
BD,,
BD,,
BD,,
JN,,
BD,,
JN,,
BD,,
BD,,
Peltonite
Silica Sand
63 mm Diam. PVC#10 Slot Screen
40.07
39.77
39.44
39.24
39.17
39.03
38.94
38.83
38.44
CARLSBAD FORMATION, 36.74 m to41.95 m Fresh, medium grey, fine tomedium grained crystalline,non-porous, thinly to medium beddedLIMESTONE with fine argillaceouspartings, occasional bioclastic andlithoclastic beds and black slakesusceptible shale partings 0.5-5.0 cmthick. Shale and calcareous shalecomprises approximately 10% ofsection.
HQ
Cor
e
36.87
37.17
37.20
37.51
37.70
37.77
37.91
38.01
38.11
38.50
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 1 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
MON. WELL
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DG
40.20
LOGGED:
CHECKED: SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
36.74
BEDROCK SURFACE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-2-3DRILLING DATE: January 7-14, 2013
DRILL RIG: CME 55
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5019604.15 ;E 466157.12
37
38
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
2
3
4
BD,,
JN,,
JN,,
BD,,
JN,,
BD,,
JN,,
63 mm Diam. PVC#10 Slot Screen
38.04
37.96
37.87
37.19
37.12
36.98
36.93
36.71
36.63
36.50
36.34
36.29
36.21
CARLSBAD FORMATION, 36.74 m to41.95 m Fresh, medium grey, fine tomedium grained crystalline,non-porous, thinly to medium beddedLIMESTONE with fine argillaceouspartings, occasional bioclastic andlithoclastic beds and black slakesusceptible shale partings 0.5-5.0 cmthick. Shale and calcareous shalecomprises approximately 10% ofsection.
HQ
Cor
e
38.90
38.98
39.07
39.75
39.82
39.96
40.01
40.24
40.32
40.4440.46
40.49
40.61
40.65
40.68
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 2 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
MON. WELL
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-2-3DRILLING DATE: January 7-14, 2013
DRILL RIG: CME 55
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5019604.15 ;E 466157.12
39
40
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
4
BD,,
BD,,
BD,,
VN,,
BD,,
BD,,
BD,,
63 mm Diam. PVC#10 Slot Screen
36.05
36.01
35.95
35.76
35.72
35.67
35.59
35.54
35.42
35.29
35.23
35.19
35.08
35.04
34.99
CARLSBAD FORMATION, 36.74 m to41.95 m Fresh, medium grey, fine tomedium grained crystalline,non-porous, thinly to medium beddedLIMESTONE with fine argillaceouspartings, occasional bioclastic andlithoclastic beds and black slakesusceptible shale partings 0.5-5.0 cmthick. Shale and calcareous shalecomprises approximately 10% ofsection.
End of Drillhole
HQ
Cor
e
40.74
40.89
40.93
40.99
41.18
41.22
41.27
41.35
41.40
41.52
41.65
41.71
41.75
41.86
41.90
41.95
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 3 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
MON. WELL
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-2-3DRILLING DATE: January 7-14, 2013
DRILL RIG: CME 55
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5019604.15 ;E 466157.12
41
42
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Was
h B
orin
g
0.23
1.221.37
2.112.29
2.80
3.02
7.03
7.39
75.87
74.98
74.29
70.16
69.70
TOPSOIL/PEATVery loose to loose grey brown SILTYSAND
Red brown SILTY CLAY, with sandseams (Weathered Crust)CLAY to SILTY CLAY
Grey brown SANDY SILT, trace to someclayFirm red grey SILTY CLAY, with sandseams- Sand layer from 2.41 m to 2.46 mGrey SAND, some silt, trace clay, withblack stainingSoft to firm red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 4.47 m to 4.50 m
- Silt layer from 6.53 m to 6.61 m- Silt layer from 6.65 m to 6.68 mSILTY SAND, trace clay, with blackstainingGrey CLAYEY SILTSoft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
HW
Cas
ing
Protective Casing
Bentonite Seal
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 15-17, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019605.34 ;E 466154.28
77.090.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Was
h B
orin
g
16.61
25.76
60.48
51.33
Soft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
Firm to stiff grey CLAY to SILTY CLAY,with black staining
Very stiff dark grey CLAY to SILTYCLAY, with black staining
HW
Cas
ing Bentonite-Cement
Grout
Bentonite Seal
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 15-17, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019605.34 ;E 466154.28
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Was
h B
orin
g
33.7833.91
34.29
34.59
35.66
43.31
42.80
42.50
41.43
Very stiff dark grey CLAY to SILTYCLAY, with black staining
Grey brown SILTY SANDGrey SANDY SILT
Dark grey and brown SILTY CLAY
Compact to very dense grey SAND andSILT, some gravel, trace clay (GLACIALTILL)
End of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
HW
Cas
ing
Silica Sand
25 mm Diam. PVC#10 Slot Screen
Silica Sand
Peltonite
Cave
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 15-17, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019605.34 ;E 466154.28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
Was
h B
orin
g
0.23
1.221.37
2.112.29
2.80
3.02
7.03
7.39
75.77
74.88
74.19
70.06
69.60
TOPSOIL/PEATVery loose to loose grey brown SILTYSAND
Red brown SILTY CLAY, with sandseams (Weathered Crust)CLAY to SILTY CLAY
Grey brown SANDY SILT, trace to someclayFirm red grey SILTY CLAY, with sandseams- Sand layer from 2.41 m to 2.46 mGrey SAND, some silt, trace clay, withblack stainingSoft to firm red grey CLAY to SILTYCLAY, with silt seams
- Grey silt layer from 4.47 m to 4.50 m
- Silt layer from 6.53 m to 6.61 m- Silt layer from 6.65 m to 6.68 mSILTY SAND, trace clay, with blackstainingGrey CLAYEY SILTSoft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
HW
Cas
ing
Protective Casing
Bentonite Seal
Silica Sand
32 mm Diam. PVC#10 Slot Screen 'B'
Silica Sand
Bentonite Seal
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-5
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 17-18, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019606.89 ;E 466157.75
76.990.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Was
h B
orin
g
16.61
20.73
60.38
56.26
Soft to firm red grey to grey CLAY toSILTY CLAY, with black staining and siltseams
Firm to stiff grey CLAY to SILTY CLAY,with black staining
End of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
HW
Cas
ing
Bentonite Seal
Silica Sand
25 mm Diam. PVC#10 Slot Screen 'A'
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-5
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 17-18, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 2 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019606.89 ;E 466157.75
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Pow
er A
uger
0.23
1.221.37
2.112.29
75.91
75.02
TOPSOIL/PEATVery loose to loose grey brown SILTYSAND
Red brown SILTY CLAY, with sandseams (Weathered Crust)CLAY to SILTY CLAY
Grey brown SANDY SILT, trace to someclayEnd of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
200
mm
Dia
m. (
Hol
low
Ste
m)
Protective CasingBentonite Seal
Silica Sand
50 mm Diam. PVC#10 Slot Screen
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-2-6
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: January 19, 2013
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 1
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5019607.98 ;E 466154.98
77.130.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
MON. WELL
9
10
WH
50DO
50DO
50DO
MH
1
2
3
Pow
er A
uger
Ele
ctric
Nilc
on
0.20
1.14
1.52
4.885.035.15
6.46
6.95
8.59
75.10
74.72
71.36
69.84
69.35
67.65
TOPSOILLoose to compact grey brown to greySILTY SAND, trace clay
Grey SANDY SILT, trace clay
Soft grey and red brown CLAY to SILTYCLAY, with silt seams
Grey SILT, trace clayGrey SILTY SANDSoft grey and red brown CLAY to SILTYCLAY, with black staining and silt seams
Grey SILTSoft grey and red brown CLAY to SILTYCLAY, with black stainingGrey SILTSoft grey and red brown CLAY to SILTYCLAY, with black staining and clayey siltseams
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
200
mm
Dia
m. (
Hol
low
Ste
m)
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 27-28, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021570.68 ;E 466665.61
76.240.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
Ele
ctric
Nilc
on
22.61
25.66
26.00
27.30
53.63
50.58
50.24
49.05
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
Stiff grey and red brown CLAY to SILTYCLAY, with black staining
Grey CLAYEY SILT, some sand
Very stiff grey CLAY to SILTY CLAY,with black staining
Grey SILTY fine SANDGrey SANDY SILT, some clayVery stiff grey CLAY to SILTY CLAY,with black staining
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 27-28, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021570.68 ;E 466665.61
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
>41
117
>113
>76
Ele
ctric
Nilc
on
30.33
31.13
45.94
45.11
Brown SILTY SANDVery stiff grey CLAY to SILTY CLAY,with black staining
End of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-2
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: November 27-28, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021570.68 ;E 466665.61
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
>76
PH
PH
PH
73TP
73TP
73TP
1
2
3
Was
h B
orin
g
0.20
1.14
1.52
4.885.035.15
6.46
6.95
8.59
75.08
74.70
71.34
69.82
69.33
67.63
TOPSOILLoose to compact grey brown to greySILTY SAND, trace clay
Grey SANDY SILT, trace clay
Soft grey and red brown CLAY to SILTYCLAY, with silt seams
Grey SILT, trace clayGrey SILTY SANDSoft grey and red brown CLAY to SILTYCLAY, with black staining and silt seams
Grey SILTSoft grey and red brown CLAY to SILTYCLAY, with black stainingGrey SILTSoft grey and red brown CLAY to SILTYCLAY, with black staining and clayey siltseams
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
HW
Cas
ing
Protective CasingBentonite Seal
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 3-5, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021578.47 ;E 466670.90
76.220.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
PH
PH
PH
73TP
73TP
73TP
4
5
6
Was
h B
orin
g
22.61
25.66
26.00
27.30
53.61
50.56
50.22
49.03
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
Stiff grey and red brown CLAY to SILTYCLAY, with black staining
Grey CLAYEY SILT, some sand
Very stiff grey CLAY to SILTY CLAY,with black staining
Grey SILTY fine SANDGrey SANDY SILT, some clayVery stiff grey CLAY to SILTY CLAY,with black staining
HW
Cas
ing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 3-5, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021578.47 ;E 466670.90
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
6
20
21
44
55
97
88
>50
90
90
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
50DO
MH
7
8
9
10
11
12
13
14
15
16
Was
h B
orin
gR
otar
y D
rill
30.33
31.85
32.10
33.07
45.92
44.37
43.15
36.38
Brown SILTY SANDVery stiff grey CLAY to SILTY CLAY,with black staining
Very stiff grey SILTY CLAY, some sand
Very stiff grey and red CLAY to SILTYCLAY
Compact to very dense grey SILTYSAND to SANDY SILT, some gravel,trace to some clay, with cobbles andboulders (GLACIAL TILL)
Borehole continued on RECORD OFDRILLHOLE 12-3-3
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
HW
Cas
ing
HQ
Cor
e
Bentonite-CementGrout
Peltonite
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-3
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 3-5, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021578.47 ;E 466670.90
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
Rot
ary
Dril
l
1
2
JN,,
JN,,
JN,,
JN,,
VN,,
VN,,
Peltonite
Silica Sand
63 mm Diam. PVC#10 Slot Screen
36.23
36.06
35.93
35.09
34.98
CARLSBAD FORMATION, 39.84 m to45.42 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
HQ
Cor
e
39.86
39.99
40.16
40.29
41.13
41.24
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 1 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DG
36.38
LOGGED:
CHECKED: SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
39.84
BEDROCK SURFACE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-3-3DRILLING DATE: December 3-5, 2012
DRILL RIG: CME 55
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5021578.47 ;E 466670.90
40
41
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
2
3
JN,,
63 mm Diam. PVC#10 Slot Screen
34.28
34.10
34.02
33.63
CARLSBAD FORMATION, 39.84 m to45.42 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
HQ
Cor
e
41.94
42.12
42.20
42.59
42.62
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 2 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
CONTINUED NEXT PAGE
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-3-3DRILLING DATE: December 3-5, 2012
DRILL RIG: CME 55
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5021578.47 ;E 466670.90
42
43
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Rot
ary
Dril
l
3
4
VN,,
63 mm Diam. PVC#10 Slot Screen
Silica Sand
32.07
31.69
31.63
31.54
31.50
31.06
30.85
30.80
CARLSBAD FORMATION, 39.84 m to45.42 m Fresh, very thinly to thinlyinterbedded sequence of dark grey toblack slake susceptible SHALE,CALCAREOUS SHALE, SHALEYLIMESTONE and LIMESTONE withoccasional bioclastic limestone beds.
End of Drillhole
HQ
Cor
e
44.1544.17
44.53
44.59
44.68
44.72
45.16
45.37
45.42
RU
N N
o.
SY
MB
OLI
C L
OG
SHEET 3 OF 3
DISCONTINUITY DATADEPTH(m)
FLU
SH
RE
TU
RN
DR
ILLI
NG
RE
CO
RD
DESCRIPTION
5 10 15 2020406080
R.Q.D.%SOLID
CORE %
RECOVERY
2040608020406080
TOTALCORE %
- Joint- Fault- Shear- Vein- Conjugate
BDFOCOORCL
PLCUUNSTIR
- Planar- Curved- Undulating- Stepped- Irregular
- Polished- Slickensided- Smooth- Rough- Mechanical Break
BR - Broken Rock
NOTE: For additionalabbreviations refer to listof abbreviations &symbols.
POKSMROMB
- Bedding- Foliation- Contact- Orthogonal- CleanELEV.
WEATH-ERINGINDEX
DIP w.r.t.COREAXIS
0 30 60 90 W1
W2
W3
W4
W5
W6
FRACT.INDEXPER
0.25m
1 : 10
DGLOGGED:
CHECKED:
--- CONTINUED FROM PREVIOUS PAGE ---
SAT
DE
PT
H S
CA
LEM
ET
RE
S
DATUM: Geodetic
DEPTH SCALE
JaJr
HYDRAULICCONDUCTIVITY
K, cm/sec
NOTES
JNFLTSHVNCJ
JconTYPE AND SURFACEDESCRIPTION
10-8
10-6
10-4
10-2
RECORD OF DRILLHOLE: 12-3-3DRILLING DATE: December 3-5, 2012
DRILL RIG: CME 55
DRILLING CONTRACTOR: Marathon DrillingINCLINATION: -90° AZIMUTH: ---
PROJECT: 12-1125-0045
LOCATION: N 5021578.47 ;E 466670.90
44
45
CR
RR
C-R
OC
K 1
2112
500
45.G
PJ
GA
L-M
ISS
.GD
T 0
9/04
/14
JM
Was
h B
orin
g
0.20
1.14
1.52
4.885.035.15
6.46
6.95
8.59
75.09
74.71
71.35
69.83
69.34
67.64
TOPSOILLoose to compact grey brown to greySILTY SAND, trace clay
Grey SANDY SILT, trace clay
Soft grey and red brown CLAY to SILTYCLAY, with silt seams
Grey SILT, trace clayGrey SILTY SANDSoft grey and red brown CLAY to SILTYCLAY, with black staining and silt seams
Grey SILTSoft grey and red brown CLAY to SILTYCLAY, with black stainingGrey SILTSoft grey and red brown CLAY to SILTYCLAY, with black staining and clayey siltseams
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
HW
Cas
ing
Protective Casing
Bentonite-CementGrout
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 11-14, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 1 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021576.05 ;E 466672.49
76.230.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Was
h B
orin
g
22.61
25.66
26.00
27.30
53.62
50.57
50.23
49.04
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
Stiff grey and red brown CLAY to SILTYCLAY, with black staining
Grey CLAYEY SILT, some sand
Very stiff grey CLAY to SILTY CLAY,with black staining
Grey SILTY fine SANDGrey SANDY SILT, some clayVery stiff grey CLAY to SILTY CLAY,with black staining
HW
Cas
ing
Bentonite-CementGrout
Peltonite
Silica Sand
25 mm Diam. PVC#10 Slot Screen 'B'
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 11-14, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 2 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021576.05 ;E 466672.49
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
Was
h B
orin
g
30.33
31.85
32.10
33.07
38.71
45.93
44.38
43.16
37.52
Brown SILTY SANDVery stiff grey CLAY to SILTY CLAY,with black staining
Very stiff grey SILTY CLAY, some sand
Very stiff grey and red CLAY to SILTYCLAY
Compact to very dense grey SILTYSAND to SANDY SILT, some gravel,trace to some clay, with cobbles andboulders (GLACIAL TILL)
End of Borehole
Note:Soil stratigraphy inferred from varioussoil sampling methods and CPT.
HW
Cas
ing
Silica Sand
Peltonite
Silica Sand
38 mm Diam. PVC#10 Slot Screen 'A'
Silica Sand
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-4
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 11-14, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
10-8 10-6 10-4 10-2
SHEET 3 OF 3
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
--- CONTINUED FROM PREVIOUS PAGE ---
DEPTH SCALE
1 : 75
DE
PT
H S
CA
LEM
ET
RE
S
SAT
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021576.05 ;E 466672.49
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'
PH73TP1
Pow
er A
uger
0.20
1.14
1.52
4.885.035.15
6.46
6.95
8.59
75.09
74.71
71.35
69.83
69.34
67.64
TOPSOILLoose to compact grey brown to greySILTY SAND, trace clay
Grey SANDY SILT, trace clay
Soft grey and red brown CLAY to SILTYCLAY, with silt seams
Grey SILT, trace clayGrey SILTY SANDSoft grey and red brown CLAY to SILTYCLAY, with black staining and silt seams
Grey SILTSoft grey and red brown CLAY to SILTYCLAY, with black stainingGrey SILTSoft grey and red brown CLAY to SILTYCLAY, with black staining and clayey siltseams
Soft to stiff grey and grey brown CLAY toSILTY CLAY, with black staining
200
mm
Dia
m. (
Hol
low
Ste
m)
Protective Casing
Bentonite Seal
Silica Sand
32 mm Diam. PVC#10 Slot Screen 'B'
Silica Sand
Bentonite Seal
Silica Sand
25 mm Diam. PVC#10 Slot Screen 'A'
NU
MB
ER
BLO
WS
/0.3
m
ELEV.
AD
DIT
ION
AL
LAB
. TE
ST
ING
RECORD OF BOREHOLE: 12-3-5
SAMPLER HAMMER, 64kg; DROP, 760mm
Wp
DESCRIPTION
Wl
20 40 60 80ST
RA
TA
PLO
T
HYDRAULIC CONDUCTIVITY, k, cm/s
BO
RIN
G M
ET
HO
D
W
WATER CONTENT PERCENT
SAMPLES
BORING DATE: December 7, 2012
TY
PE
DEPTH(m)
SOIL PROFILE
PENETRATION TEST HAMMER, 64kg; DROP, 760mm
10-8 10-6 10-4 10-2
SHEET 1 OF 2
PIEZOMETEROR
STANDPIPEINSTALLATION
INCLINATION: -90° AZIMUTH: ---
DEPTH SCALE
1 : 75
GROUND SURFACE
DE
PT
H S
CA
LEM
ET
RE
S
SAT
CONTINUED NEXT PAGE
DATUM: Geodetic
LOGGED:
CHECKED:
DG
PROJECT: 12-1125-0045
LOCATION: N 5021577.15 ;E 466668.45
76.230.00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
CR
RR
C-S
OIL
12
1125
004
5.G
PJ
GA
L-M
IS.G
DT
09/
04/1
4 J
M
20 40 60 80
DYNAMIC PENETRATIONRESISTANCE, BLOWS/0.3m
20 40 60 80
nat V.rem V.
Q -U -
SHEAR STRENGTHCu, kPa
'B' 'A'