PROJECT: South Alberta Flood Mitigation Feasibility ...€¦ · PROJECT ENGINEER: Stuart Bell TH...
77
GRAVEL - No Samples were collected due to sloughing. Hole was carried out using wet rotary. GP 1 2 3 4 5 6 7 8 9 1061 1060 1059 1058 1057 1056 1055 1054 1053 1052 COMPLETION DEPTH: 45.50 m COMPLETION DATE: 1/23/2014 COMMENTS 10 Page 1 of 5 LOGGED BY: PE REVIEWED BY: FA PROJECT ENGINEER: Stuart Bell DEPTH (m) SOIL DESCRIPTION 0 ELEVATION (m) LOG OF TESTHOLE SAFM2.GPJ UMA_COC.GDT PRINT: 7/10/14 By: LIQUID PLASTIC M.C. 25 50 75 SOIL SYMBOL USC NO RECOVERY SAMPLE TYPE SHELBY TUBE TESTHOLE NO.: TH14-01 PROJECT NO.: 60309815 ELEVATION (m): 1061.488 GRAB CORE SPLIT SPOON BULK CLIENT: Alberta Flood Recovery Task Force COORDINATES: UTM N 5605847.29 E 291197.159 METHOD: Wet Rotary PROJECT: South Alberta Flood Mitigation Feasibility Study LOCATION: CONTRACTOR: Garrity & Baker Drilling SAND GRAVEL SLOUGH GROUT BENTONITE CUTTINGS BACKFILL TYPE SAMPLE # SAMPLE TYPE
Transcript of PROJECT: South Alberta Flood Mitigation Feasibility ...€¦ · PROJECT ENGINEER: Stuart Bell TH...
GRAVEL - No Samples were collected due to sloughing. Hole was carried out using wetrotary.
GP
1
2
3
4
5
6
7
8
9
1061
1060
1059
1058
1057
1056
1055
1054
1053
1052
COMPLETION DEPTH: 45.50 mCOMPLETION DATE: 1/23/2014
COMMENTS
10
Page 1 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-01
PROJECT NO.: 60309815
ELEVATION (m): 1061.488GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5605847.29 E 291197.159
METHOD: Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Res: 34.2 ohm-mSO4: 64 mg/LCl: 13 mg/LpH: 7.98
Su = 201 kPa
Recovery = 100 %RQD = 82 %
Recovery = 100 %RQD = 87 %
CLAYSHALE - Silty, trace fine sand, moderately weathered, moderately strong,laminated, some silt/ mudstone layers, medium plastic, damp, dark grey.
- extremely weak
GP
CS
C1
C2
11
12
13
14
15
16
17
18
19
1051
1050
1049
1048
1047
1046
1045
1044
1043
1042
COMPLETION DEPTH: 45.50 mCOMPLETION DATE: 1/23/2014
COMMENTS
20
Page 2 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-01
PROJECT NO.: 60309815
ELEVATION (m): 1061.488GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5605847.29 E 291197.159
METHOD: Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
6.5
9.1
Res: 16.9 ohm-mSO4: 54 mg/LCl: 16mg/LpH: 8.37
Su = 114 kPa
Recovery = 100 %RQD = 68 %
Recovery = 86 %RQD = 68 %
Recovery = 100 %RQD = 77 %
- highly weathered, Extremely weak
CS
C3
C4
C5
21
22
23
24
25
26
27
28
29
1041
1040
1039
1038
1037
1036
1035
1034
1033
1032
COMPLETION DEPTH: 45.50 mCOMPLETION DATE: 1/23/2014
COMMENTS
30
Page 3 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-01
PROJECT NO.: 60309815
ELEVATION (m): 1061.488GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5605847.29 E 291197.159
METHOD: Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
10.4
Recovery = 100 %RQD = 63 %
Su = 19.15 MPa
Recovery = 100 %RQD = 97 %
Recovery = 100 %RQD = 94 %
- some sandstone layering (fine grained)
- medium strong
SANDSTONE - fine grained, fresh jointed, very thinly bedded, silty, damp, grey.
CLAYSHALE - Silty, trace fine sand, moderately weathered, moderately weak, verythinly bedded, slightly practured, grey, damp.
CS
SS
CS
C6
C7
C8
31
32
33
34
35
36
37
38
39
1031
1030
1029
1028
1027
1026
1025
1024
1023
1022
COMPLETION DEPTH: 45.50 mCOMPLETION DATE: 1/23/2014
COMMENTS
40
Page 4 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
30
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-01
PROJECT NO.: 60309815
ELEVATION (m): 1061.488GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5605847.29 E 291197.159
METHOD: Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery = 100 %RQD = 85 %
Recovery = 100 %RQD = 95 %
END OF TESTHOLE at 45.5 mBGS- Water level at 3.5 mBGS at completion- 50 mm stand pipe installed to 15.0 m- Backfilled with bentonite chips- Water level 3.52 mBGS in standpipe on Feb 24, 2014- Decommissioned on April 22nd at client's request
CS
C9
C10
41
42
43
44
45
46
47
48
49
1021
1020
1019
1018
1017
1016
1015
1014
1013
1012
COMPLETION DEPTH: 45.50 mCOMPLETION DATE: 1/23/2014
COMMENTS
50
Page 5 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
40
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-01
PROJECT NO.: 60309815
ELEVATION (m): 1061.488GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5605847.29 E 291197.159
METHOD: Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Res: 8.40 ohm-mSO4: 160 mg/LCl: 28 mg/LpH: 7.61
Res: 12.1 ohm-mSO4: 120 mg/LCl: 33 mg/LpH: 7.79
30
57
60/150mm
50/125mm
TOPSOIL (75mm) - Organic, rootlets, fiberous, silty, damp, black.GRAVEL - Sandy, Silty, Trace clay, trace to some cobbles, occasional boulder,rounded, compact to dense, damp, some sand layering, brown.
- Slight increase in clay content
- Satuarted, hole sloughing
OR
GP
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4
5
6
7
8
9
1061
1060
1059
1058
1057
1056
1055
1054
1053
1052
COMPLETION DEPTH: 21.35 mCOMPLETION DATE: 1/22/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-02
PROJECT NO.: 60309815
ELEVATION (m): 1061.181GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606036.403 E 291214.829
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
>>
Res: 14.9 ohm-mSO4: 150 mg/LCl: 8.7 mg/LpH: 8.47
Res: 11.5 ohm-mSO4: 145 mg/LCl: 32.5 mg/LpH: 8.01
50/100mm
50/100mm
GP
15
16
17
18
19
20
11
12
13
14
15
16
17
18
19
1051
1050
1049
1048
1047
1046
1045
1044
1043
1042
COMPLETION DEPTH: 21.35 mCOMPLETION DATE: 1/22/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-02
PROJECT NO.: 60309815
ELEVATION (m): 1061.181GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606036.403 E 291214.829
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
>>
END OF TESTHOLE at 21.35 mBGS- Water and slough @ 4 mBGS upon completion- 50 mm stand pipe installed to 5.2 m- Water level 3.48 mBGS in standpipe on Feb 24, 2014- Decommissioned on April 22nd at client's request
GP
21
21
22
23
24
25
26
27
28
29
1041
1040
1039
1038
1037
1036
1035
1034
1033
1032
COMPLETION DEPTH: 21.35 mCOMPLETION DATE: 1/22/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-02
PROJECT NO.: 60309815
ELEVATION (m): 1061.181GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606036.403 E 291214.829
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 52%Sand : 31%Silt and Clay : 17%
LL : 26.8PL : 18.7PI : 8.1
Recovery = 100 %RQD = 67 %
Recovery = 100 %RQD = 65 %
21
18
91
115
TOPSOIL - Trace Clay, rootlets, silty, organics, damp, layering, Black.
CLAY - Silty, sandy, medium plastic, stiff, moist, sand laminations, oxidized.
SAND - Fine grained, silty, trace clay.
GRAVEL - Sandy, silty, some clay, trace cobbles, compact, poorly graded, moist,dark brown.
- Saturated
CLAYSHALE - Silty, trace fine sand, very hard, trace sandstone layering, somecoal laminations, damp, mottled grey/Dark grey/ Black (coal).
- clayshale, blue grey, weak
- oxidized @ 7.2 to 7.4m
SILTSTONE - light brown, strong
- weak claystone
- siltstone, weak, weathered
CLAYSHALE - medium strong, light grey
OR
CI
SM
GP
CS
SI
CS
1
2
3
4
5
6
7
8
9
C1
C2
1
2
3
4
5
6
7
8
9
1059
1058
1057
1056
1055
1054
1053
1052
1051
1050
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/15/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-03
PROJECT NO.: 60309815
ELEVATION (m): 1059.338GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606384.788 E 291591.545
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
>>
34.9
27.4
15.6
11.2
9.1
9
10.6
13.2
15.7
15.6
8.6
Recovery = 100 %RQD = 58 %
LL : 23.8PL : 19.3PI : 4.5
Recovery = 100 %RQD = 77 %
Recovery = 100 %RQD = 83 %
Recovery = 100 %
- siltstone, medium strong, slightly weathered
- medium strong to weak, dark blue grey clay shale, weathered.
SILTSTONE - fresh joints, olive to dark grey
CLAYSHALE - medium strong, dark grey
- siltstone @ 14.0-14.6m
SILTSTONE - medium strong, fractured, dark grey
- sandstone, fine grained
- claystone/clayshale, weak, olive grey
- claystone, highly weathered
CS
SI
CS
SI
C3
C4
C5
C6
11
12
13
14
15
16
17
18
19
1049
1048
1047
1046
1045
1044
1043
1042
1041
1040
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/15/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-03
PROJECT NO.: 60309815
ELEVATION (m): 1059.338GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606384.788 E 291591.545
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
10.6
5.8
RQD = 78 %
Recovery = 100 %RQD = 87 %
- weak, dark grey, clayshale- fresh joints
CLAYSHALE - weak
END OF HOLE at 21.35 mBGS- hole backfilled with bentonite chips to 5.3 m- 50 mm MW installed to 5.2 m- Water level 3.15 mBGS in standpipe on Feb 24, 2014- Decommissioned on April 22nd at client's request
SI
CS
C7
21
22
23
24
25
26
27
28
29
1039
1038
1037
1036
1035
1034
1033
1032
1031
1030
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/15/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-03
PROJECT NO.: 60309815
ELEVATION (m): 1059.338GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606384.788 E 291591.545
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
Gravel : 60 %Sand : 25 %Silt and Clay : 15 %
Gravel : 4.7%Sand : 20.3%Silt : 59.3%Clay : 15.7%
Recovery = 86 %RQD = 52 %
50
31
50/125mm
50/75mm
50/50mm
TOPSOIL - Organic, rootlets, fiberous, some silt, moist, black.CLAY - Sandy, some silt, medium plastic, firm, moist, trace sand laminations,oxidized, brown.
GRAVEL - Sandy, some clay, some silt, trace cobbles, dense to very dense, wet,brown.
- Saturate/free water, dense
SAND - Fine grained, silty, trace clay, occasional silt laminations, trace gravel,wet, oxidized, brown.
SILT - Some fine sand, trace clay, very dense, damp, brown.
CLAYSHALE - olive grey to dark grey, weak to medium strong, weathered
- olive grey to dark grey, weak
- moderate to highly weathered from 9.15 to 10.7m
- 10.7m to 12.2m- medium strong
OR
CI
GP
SM
ML
CS
1
2
3
4
5
6
7
8
9
10
11
C1
1
2
3
4
5
6
7
8
9
1056
1055
1054
1053
1052
1051
1050
1049
1048
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/25/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-04
PROJECT NO.: 60309815
ELEVATION (m): 1057.01GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606731.206 E 291864.093
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
>>
>>
20.3
23.4
3.5
12.3
10.7
15.2
14.3
12.8
15.5
13.5
16.5
12.8
Recovery = 100 %RQD = 55 %
Recovery = 98 %RQD = 61 %
Recovery = 100 %RQD = 69 %
Recovery = 98 %RQD = 77 %
- clayshale, highly weathered
SILTSTONE
- weak claystone
- fresh joints
- Olive grey, weak siltstone
- weak, olive grey, clayshale
- weak, fresh joints, siltstone, olive to dark grey, siltstone
- medium strong siltstone, slighly weathered
CLAYSHALE- weathered, weak, clayshale/claystone
SILTSTONE - weak to medium strong siltstone
CS
SI
CS
SI
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1046
1045
1044
1043
1042
1041
1040
1039
1038
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/25/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-04
PROJECT NO.: 60309815
ELEVATION (m): 1057.01GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606731.206 E 291864.093
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
11.4
6.7
Recovery = 100 %RQD = 84 %
CLAYSHALE - weathered, weak, clayshale/claystone, olive grey
SILTSTONE
CLAYSHALE - weak, olive grey
SILTSTONE - medium strong, siltstone
END OF TESTHOLE at 24.3 mBGS- Water level 2.5 mBGS at testhole completion- 50 mm stand pipe intalled to 2.3 mBGS- Water level 2.69 mBGS in standpipe on Feb 24, 2014- Decommissioned on April 22nd at client's request
SI
CS
SI
CS
SI
C6
21
22
23
24
25
26
27
28
29
1036
1035
1034
1033
1032
1031
1030
1029
1028
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/25/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-04
PROJECT NO.: 60309815
ELEVATION (m): 1057.01GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606731.206 E 291864.093
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 0%Sand : 23.6%Silt : 55.7%Clay : 20.7%
LL : 25.1PL : 16.6PI : 8.5
12
14
16
15
21
72
TOPSOIL - Organic, rootlets, fiberous, silty, damp, black.SILT - Some fine sand, trace clay, non plastic, compact, damp, oxidized, brown.
- Slight increase in clay content
- Increase in sand content
CLAY TILL - Some sand, silty, trace gravel, low plastic, very stiff, moist, tracefine sand/silt, laminations, trace coal inclusions, oxidized, brown.
CLAY - Silty, trace sand, medium plastic, stiff, moist, trace silt laminations,oxidized, trace coal, brown.
- Sand layer ~ 50mm
- Some clay till layers- Some water and sand
GRAVEL - Clayey, silty, some sand, cobbles, occasional boulder, compact todense, moist, sand/silt laminations, brown.CLAY TILL - Some sand, some silt, trace gravel, medium plastic, very hard,damp to moist, occasional fine sand/silt laminations, oxidized, brown.
- Traces of clayshale layering
OR
ML
CL
CI
GP
CI
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
1063
1062
1061
1060
1059
1058
1057
1056
1055
1054
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/24/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-05
PROJECT NO.: 60309815
ELEVATION (m): 1063.802GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607019.251 E 292293.696
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
10.1
10.2
12
20.5
18.3
15.9
16.9
16.7
21.1
18.4
16.9
22.3
12.4
35.2
LL : 40.2PL : 24.3PI : 15.9
Recovery = 100 %RQD = 74 %
Recovery = 100 %RQD = 67 %
Recovery = 97 %RQD = 72 %
69
50/150mm
- grey, very hard
CLAY - Very silty, trace sand, medium plastic, damp, (powdery) sand/siltlaminations, oxidized, brown.
CLAYSHALE - Silty, trace fine sand, medium plastic, damp, slightly fractured,moderately weathered, laminated.
- oxidized, badly fractured
- oxidized, badly fractured, siltstone
- medium strong to weak, olive to dark grey
- weak to medium strong, olive to dark grey
- weak, olive grey
CI
CI
CS
14
15
16
17
C1
C2
C3
11
12
13
14
15
16
17
18
19
1053
1052
1051
1050
1049
1048
1047
1046
1045
1044
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/24/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-05
PROJECT NO.: 60309815
ELEVATION (m): 1063.802GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607019.251 E 292293.696
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
19.4
12.3
14.6
5.5
9.9
Recovery = 100 %RQD = 86 %
- weak
- siltstone
END OF TESTHOLE at 24.3 mBGS- 50 mm stand pipe installed to 5.5 mBGS- Decommissioned on April 22nd at client's request
CS
C4
21
22
23
24
25
26
27
28
29
1043
1042
1041
1040
1039
1038
1037
1036
1035
1034
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/24/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-05
PROJECT NO.: 60309815
ELEVATION (m): 1063.802GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607019.251 E 292293.696
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
LL : 26.8PL : 16.3PI : 10.5
Gravel : 1.5%Sand : 16.2%Silt : 50.2%Clay : 32.1%
Recovery = 100 %RQD = 64 %
14
23
67
64
50/25mm
TOPSOIL - Organic, rootlets, fiberous, silty, damp, black.CLAY - Silty, trace fine sand, medium plastic, stiff, moist, silt laminations,numerous white stains, oxidized, brown.
CLAY TILL - Sandy, some silt, trace gravel, low plastic, very stiff, moist, tracesand laminations, oxidized, Trace coal, brown.
- Clay layering
- Hard to very hard
CLAYSHALE - weak, light brown
- siltstone
- olive grey, weak to medium strong
OR
CI
CL
CS
1
2
3
4
5
6
7
8
9
10
11C1
1
2
3
4
5
6
7
8
9
1056
1055
1054
1053
1052
1051
1050
1049
1048
1047
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/25/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-06
PROJECT NO.: 60309815
ELEVATION (m): 1056.376GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607111.102 E 292738.266
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
17
14.5
17.6
16.7
19.2
15.9
13.5
13.2
14.7
10.6
79.7
Recovery = 100 %RQD = 65 %
Recovery = 100%RQD = 76%
Recovery = 98 %RQD = 93 %
Recovery = 100 %
- weak
- weak, olive grey
- olive grey, weak to medium strong
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1046
1045
1044
1043
1042
1041
1040
1039
1038
1037
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/25/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-06
PROJECT NO.: 60309815
ELEVATION (m): 1056.376GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607111.102 E 292738.266
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
11.8
RQD = 63 %
Recovery = 100 %RQD = 83 %
- siltstone, olive grey
- dark grey, weak becoming stronger with depth
- olive grey
- weak
- medium strong to weak
END OF TESTHOLE at 24.4 mBGS- 50 mm stand pipe installed to 7 mBGS- Decommissioned on April 22nd at client's request
CS
C6
21
22
23
24
25
26
27
28
29
1036
1035
1034
1033
1032
1031
1030
1029
1028
1027
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/25/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-06
PROJECT NO.: 60309815
ELEVATION (m): 1056.376GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607111.102 E 292738.266
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Res: 10.4 ohm-mSO4: 170 mg/LCl: 20 mg/LpH: 7.86
Su = 2.85 MPa
41
TOPSOIL - Organic, rootlets, fiberous, silty, damp, black.SILT - Trace fine sand, some clay, slight plasticity, soft, saturated, trace rootlets,oxidized, brown.
GRAVEL - Sandy, silty, trace clay, dense, some cobbles, boulders, poorlygraded, sand/silt laminations, saturated, brown.
CLAYSHALE - silty, trace fine sand, medium plastic, hard, damp, trace finesand/silt laminations, grey.
- weak, blue to olive grey
OR
MI
GP
CS
1
2
3
4
NR
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
1051
1050
1049
1048
1047
1046
1045
1044
1043
1042
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 1/27/2014
COMMENTS
10
Page 1 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-07
PROJECT NO.: 60309815
ELEVATION (m): 1051.426GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606748.147 E 293027.676
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
35.5
40.4
9.6
15.2
12
16.9
13.3
13.1
9.1
10.1
22.4
21.4
Res: 12.7 ohm-mSO4: 140 mg/LCl: 9.5 mg/LpH: 8.14
Recovery = 50%RQD = 28 %
Recovery = 100 %RQD = 50 %
Su = 4.8 MPa
Recovery = 100 %RQD = 74 %
Recovery = 97 %RQD = 73 %
- very weak, broken, blue to olive grey
- weak to medium strong, blue to olive grey
- olive grey, weak
- weak
- weak
- weak
- weak
CS
C1
C2
C3
C4
11
12
13
14
15
16
17
18
19
1041
1040
1039
1038
1037
1036
1035
1034
1033
1032
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 1/27/2014
COMMENTS
20
Page 2 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-07
PROJECT NO.: 60309815
ELEVATION (m): 1051.426GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606748.147 E 293027.676
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
10.8
11.2
Recovery = 97 %RQD = 78 %
Su = 15.4 MPa
Recovery = 90 %RQD = 74 %
Recovery = 100 %RQD = 80 %
- dark grey
- olive grey, medium strong to weak
- siltstone, medium grey
- siltstone- clayshale/claystone, weak to medium strong, dark to olive grey
- dark grey
- very strong, olive to dark grey
- medium strong to weak
CS
C5
C6
C7
21
22
23
24
25
26
27
28
29
1031
1030
1029
1028
1027
1026
1025
1024
1023
1022
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 1/27/2014
COMMENTS
30
Page 3 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-07
PROJECT NO.: 60309815
ELEVATION (m): 1051.426GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606748.147 E 293027.676
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery = 100 %RQD = 76 %
Recovery = 100 %RQD = 84 %
Recovery = 100 %RQD = 83 %
- olive grey, medium strong to weak
- siltstone
- medium strong to weak
- weak to medium strong, dark olive grey
- medium strong
- siltstone, fresh machine joints
- strong, olive to dark grey
- weak
CS
C8
C9
C10
31
32
33
34
35
36
37
38
39
1021
1020
1019
1018
1017
1016
1015
1014
1013
1012
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 1/27/2014
COMMENTS
40
Page 4 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
30
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-07
PROJECT NO.: 60309815
ELEVATION (m): 1051.426GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606748.147 E 293027.676
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery = 100 %RQD = 87 %
Recovery = 100 %RQD = 93 %
- medium strong
- weak
- sandstone, very fine grained, medium grey
END OF TESTHOLE at 45.4- 50 mm stand pipe installed to 7.8 mBGS- Decommissioned on April 25th at client's request
CS
C11
C12
41
42
43
44
45
46
47
48
49
1011
1010
1009
1008
1007
1006
1005
1004
1003
1002
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 1/27/2014
COMMENTS
50
Page 5 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
40
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-07
PROJECT NO.: 60309815
ELEVATION (m): 1051.426GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606748.147 E 293027.676
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 64 %Sand : 28 %Silt and Clay : 8 %
LL : 24.2PL : 18.6PI : 5.6
Recovery = 89 %RQD = 56 %
LL : 38.4PL : 28.3PI : 10.1
33
28
TOPSOIL - Organics, rootlets, fiberous, silty, damp, black.SAND - Fine grained, clayey, some silt, trace rootlets, loose, wet, brown.
GRAVEL - Sandy, silty, trace clay, cobbles, trace boulders, pounded, wet, brown.
CLAYSHALE - Silty, trace fine sand, weak, moderately weathered, very thinlybedded/horizontal, severely fractured.
- sandstone, Slightly weathered, very thinly bedded/horizontal, fine grained, grey.
- Siltstone, Moderately weathered, thinly bedded/horizotal, slightly fractured, 45degree plane, grey.
- Clayshale, Silty, trace fine sand, weak, moderately weathered, very thinlybedded/horizontal, severely fractured.
OR
SM
GP
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1050
1049
1048
1047
1046
1045
1044
1043
1042
1041
COMPLETION DEPTH: 23.50 mCOMPLETION DATE: 1/27/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-08
PROJECT NO.: 60309815
ELEVATION (m): 1050.269GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606880.005 E 293283.318
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
22.4
19.8
6
7.5
9.8
13.1
10.7
10.1
7.6
7.3
10.3
Recovery = 100 %RQD = 87 %
Recovery = 94 %RQD = 75 %
Recovery = 100 %RQD = 67 %
Recovery = 100 %RQD = 64 %
SILTSTONE - Moderately weathered, thinly bedded/horizotal, slightly fractured,grey.
CLAYSHALE - weak, dark to olive grey
- Oxidized
SILTSTONE - Moderately weathered, thinly bedded/horizotal, slightly fractured,grey.
CLAYSHALE - Silty, trace fine sand, weak, moderately weathered, very thinlybedded/horizontal, severely fractured.
SILTSTONE - Slightly weathered, thinly bedded/horizontal.
CS
SI
CS
SI
CS
SI
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1040
1039
1038
1037
1036
1035
1034
1033
1032
1031
COMPLETION DEPTH: 23.50 mCOMPLETION DATE: 1/27/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-08
PROJECT NO.: 60309815
ELEVATION (m): 1050.269GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606880.005 E 293283.318
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
10.3
13.9
Recovery = 100 %RQD = 67 %
CLAYSHALE - Silty, trace fine sand, weak, moderately weathered, very thinlybedded/horizontal, severely fractured.
- slightly weathered.
- moderately weathered, very thinly bedded/horizontal, weak, moderately toseverly fractured, dark grey.
END OF HOLE at 23.5 mBGS- Water level 2 mBGS at completion- 50 mm stand pipe installed to 5.8 mBGS- Water level 2.11 mBGS in standpipe on Feb 22, 2014- Decommissioned on April 25th at client's request
SI
CSC6
21
22
23
24
25
26
27
28
29
1030
1029
1028
1027
1026
1025
1024
1023
1022
1021
COMPLETION DEPTH: 23.50 mCOMPLETION DATE: 1/27/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-08
PROJECT NO.: 60309815
ELEVATION (m): 1050.269GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5606880.005 E 293283.318
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
LL : 26.9PL : 15.5PI : 11.3
Gravel : 14.6%Sand : 8.1%Silt : 51.2%Clay : 26.1%
Su = 44 kPa
LL : 38.3PL : 25.4PI : 12.9
Recovery = 92 %RQD = 65 %
6
82
30
33
50/100mm
TOPSOIL (150mm) - Organic, rootlets, fibrous, silty, damp, blackCLAY - Silty, some fine sand, medium plastic, soft, damp, fine sand laminations,oxidized, light brown
CLAY TILL - Sandy, some silt, trace gravel, low plastic, firm, moist, fine sand/siltlaminations, oxidized, brown.
- Fine sand/silt laminations
- Gravelly
- very stiff to hard
CLAYSHALE - medium strong to weak, olive grey, fresh joints.
- medium strong to weak, olive to dark grey, fresh joints.
OR
CI
CL
CS
1
2
3
4
5
6
7
8
9
10
C111
1
2
3
4
5
6
7
8
9
1056
1055
1054
1053
1052
1051
1050
1049
1048
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/11/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-10
PROJECT NO.: 60309815
ELEVATION (m): 1057GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: Sta 5607616.476
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
13.7
14.6
17.1
18.9
16
13.3
14
16
9.4
7
12.3
8.5
Recovery = 98 %RQD = 63 %
Su = 15.7 MPa
LL : 26.5PL : 23.9PI : 2.6Recovery = 100 %RQD = 81 %
Recovery = 98 %RQD = 86 %
Recovery = 97 %RQD = 86 %
- strong , olive grey
- medium strong to weak
- siltstone, olive grey
- olive grey, medium strong to weak
- medium strong
- weak to medium strong.
- olive to dark grey
- weak to medium strong
- sandstone, fine grained, dark grey
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1046
1045
1044
1043
1042
1041
1040
1039
1038
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/11/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-10
PROJECT NO.: 60309815
ELEVATION (m): 1057GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: Sta 5607616.476
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery = 100 %RQD = 59 %
- olive to dark grey
- sandstone, fine grained, strong, dark grey
- olive to dark grey, weak,
- medium strong
END OF TESTHOLE at 24.1 mBGS- 50 mm stand pipe installed to 6.4 mBGS- Decommissioned on April 22nd at client's request
CS
C6
21
22
23
24
25
26
27
28
29
1036
1035
1034
1033
1032
1031
1030
1029
1028
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/11/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-10
PROJECT NO.: 60309815
ELEVATION (m): 1057GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: Sta 5607616.476
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 0%Sand : 68%Silt & Clay : 32%
Gravel : 3.6%Sand : 25.9%Silt : 54.4%Clay : 16.1%
LL : 21.7PL : 12PI : 9.7No Recovery
10
8
14
14
91
TOPSOILSAND - Silty, some clay, slight plasticity, loose, damp to dry, fine grained, tracerootlets, light brown
SAND - Fine grained, silty, trace clay, loose, damp, oxidised, brown
CLAY TILL - Sandy, silty, trace gravel, low plastic, moist, stiff, trace coal, finesand/silt laminations, oxidized, brown
Increasing sand content
SANDSTONE - No recovery - Rock stuck in core barrel
- olive grey
OR
SM
SP
CL
SS
1
2
3
4
5
6
7
8
9
10
C111
1
2
3
4
5
6
7
8
9
1049
1048
1047
1046
1045
1044
1043
1042
1041
1040
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/12/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-11
PROJECT NO.: 60309815
ELEVATION (m): 1049.749GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607888.003 E 294315.287
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
6.4
6.7
8.3
8.2
9.8
10.4
22.2
20.5
14.8
12
12.3
Recovery = 100 %RQD = 93 %
Su = 28 kPa
Recovery = 93 %RQD = 59 %
Su = 13.4 MPa
Recovery = 100 %RQD = 68 %
Recovery = 86 %RQD = 48 %
CLAYSHALE - olive grey, extremely weak to highly weathered
SILTSTONE - olive grey
- olive grey, siltstone
CLAYSHALE - oilive grey, very weak, fractured
- oilve grey, weak to medium strong, siltstone layers
- olive grey, very weak, fractured
- olive grey, medium strong
- olive grey, medium strong
- missing core
- olive grey, medium strong to weak. Last 25cm of run is badly fractured.
CS
SI
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1039
1038
1037
1036
1035
1034
1033
1032
1031
1030
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/12/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-11
PROJECT NO.: 60309815
ELEVATION (m): 1049.749GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607888.003 E 294315.287
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
6.7
Recovery = 97 %RQD = 96 %
- grey, medium strong
- light grey, widely spaced joints, clayey siltstone
END OF TESTHOLE at 24.1 mBGS- 50 mm stand pipe installed to 12.7 mBGS- Water level 8.24 mBGS in standpipe on Feb 23, 2014
CS
C6
21
22
23
24
25
26
27
28
29
1029
1028
1027
1026
1025
1024
1023
1022
1021
1020
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/12/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-11
PROJECT NO.: 60309815
ELEVATION (m): 1049.749GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5607888.003 E 294315.287
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 1%Sand : 65%Silt & Clay : 34%
LL : 31.7PL : 18.1PI : 13.6
LL : 29.1PL : 21PI : 8.2
Recovery = 83 %RQD = 48 %
8
9
8
50/150mm
50/15mm
TOPSOIL - Organics, rootlets, fiberous, silty, damp, black.SAND - Fine grained, silty, trace clay, loose, damp, brown.
CLAY - Silty, trace fine sand, medium plastic, stiff, moist to wet, oxidized, trace finesand/silt laminations, brown.
- wet, firm
- saturated, free water
CLAY TILL - Sandy, some silt, trace gravel, medium plastic, very stiff, moist, trace sandlaminations, oxidized, Trace coal, brown.- sand layering, hard, carbonaceous
CLAYSHALE - oxidized, missing
- siltstone, oxidized, badly fractured
- weak to medium strong, dark grey to olive grey
- siltstone, olive grey
- medium strong to weak, olive grey
OR
SM
CI
CI
CS
1
2
3
4
5
6
7
8
9
10
C1
11
1
2
3
4
5
6
7
8
9
1056
1055
1054
1053
1052
1051
1050
1049
1048
1047
COMPLETION DEPTH: 24.20 mCOMPLETION DATE: 1/30/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-12
PROJECT NO.: 60309815
ELEVATION (m): 1056.533GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608492.222 E 293465.696
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SAM
PLE
#
SAM
PLE
TYPE
>>
>>
6.3
8.4
8.3
22.8
24.2
23.9
22.1
21.4
12.5
19.3
11.9
17
Recovery = 100 %RQD = 79 %
Recovery = 90 %RQD = 58 %
Recovery = 92 %RQD = 75 %
Recovery = 100 %RQD = 77 %
- olive grey
- medium strong to weak
- dark olive grey, medium strong, fresh joints
- medium strong to weak, olive grey
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1046
1045
1044
1043
1042
1041
1040
1039
1038
1037
COMPLETION DEPTH: 24.20 mCOMPLETION DATE: 1/30/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-12
PROJECT NO.: 60309815
ELEVATION (m): 1056.533GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608492.222 E 293465.696
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SAM
PLE
#
SAM
PLE
TYPE
8.2
6.9
Recovery = 100 %RQD = 71 %
END OF HOLE at 24.2 mBGS- Water at 3.2 mBGS upon completion- no standpipe installed (land owner did not allow)
CS
C6
21
22
23
24
25
26
27
28
29
1036
1035
1034
1033
1032
1031
1030
1029
1028
1027
COMPLETION DEPTH: 24.20 mCOMPLETION DATE: 1/30/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-12
PROJECT NO.: 60309815
ELEVATION (m): 1056.533GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608492.222 E 293465.696
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SAM
PLE
#
SAM
PLE
TYPE
LL : 19.8PL : 14.5PI : 5.3
Gravel : 8%Sand : 45%Silt & Clay : 47%
LL : 30.8PL : 18.6PI : 12.2
Recovery - %RQD - 73%
Su = 13.5 MPa
7
18
25
50/75mm
TOPSOILFILL - Clay (Till), Sandy, some silt, trace gravel, medium plastic, moist, tracesandy layers, trace rootlets, oxidized, brown
CLAY TILL - Sandy, some silt, trace gravel, low plastic, firm, moist, sandylaminations, trace coal, oxidized, brown
Very sandy
SAND - Fine grained, silty, trace clay, trace gravel, wet, silt laminations, oxidized,brown
CLAY - Very, silty, dry, medium plastic, hard
CLAYSHALE - trace oxidised, weak
- Missing core
- trace oxidised, weak
- Fine grained, sandstone
- olive grey, medium strong
- olive grey, medium strong
- olive grey, weak- olive grey
OR
FILL
CL
SM
CI
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1047
1046
1045
1044
1043
1042
1041
1040
1039
1038
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 2/15/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-13
PROJECT NO.: 60309815
ELEVATION (m): 1047.17GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608680.868 E 294373.3
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
13.4
13.2
23.2
17.2
17.6
16.4
18.1
14.7
14.7
10.9
Recovery - 100%RQD - 73%
Su = 43.5 kPa
Recovery - 100%RQD - 67%
Recovery - 100%RQD - 75%
Recovery - 100%RQD - 82%
- olive grey, medium strong
- olive grey, medium strong
- olive grey
- olive grey, medium strong
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1037
1036
1035
1034
1033
1032
1031
1030
1029
1028
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 2/15/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-13
PROJECT NO.: 60309815
ELEVATION (m): 1047.17GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608680.868 E 294373.3
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery - 100%RQD - 85%
- olive grey, strong
- olive grey, medium strong
END OF TESTHOLE at 24.3 mBGS- Water level 3.1 mBGS upon completion- 50 mm stand pipe installed to 5.1 mBGS- Water level 2.26 mBGS in standpipe on Feb 23, 2014
CS
C6
21
22
23
24
25
26
27
28
29
1027
1026
1025
1024
1023
1022
1021
1020
1019
1018
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 2/15/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-13
PROJECT NO.: 60309815
ELEVATION (m): 1047.17GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608680.868 E 294373.3
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
LL : 21.1PL : 16.6PI : 4.5
LL : 20.4PL : 17.1PI : 3.3
Gravel : 0.2%Sand : 39.4%Silt : 41.7%Clay : 18.7%
Recovery = 83 %RQD = 54 %
10
12
54
77
TOPSOIL - Organic, rootlet, fiberous, trace silt, damp, black.
CLAY - Sandy, some silt, trace gravel, low plastic, stiff, moist, trace sandlaminations, oxidized, brown.
- Very sandy, trace coal, trace gravel
- Very Silty layer
SILT - Some fine sand, trace clay, trace gravel, low to non plastic, oxidized,brown.
- Sand- Dry, no water
CLAYSHALE - half missing, very weak, lots of fractures.
- very weak to weak, olive grey
- medium strong to weak
- very weak , then weak to medium strong
OR
CL
ML
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1046
1045
1044
1043
1042
1041
1040
1039
1038
1037
COMPLETION DEPTH: 24.40 mCOMPLETION DATE:
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-14
PROJECT NO.: 60309815
ELEVATION (m): 1046.886GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608993.269 E 294376.242
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
17.3
22.1
16
17.8
15.2
14.3
15.1
20.3
19.9
11.2
Recovery = 100 %RQD = 81 %
Recovery = 97 %RQD = 67 %
Recovery = 97 %RQD = 77 %
Recovery = 80 %RQD = 71 %
- siltstone, very strong
- medium strong
- fractured siltstone- weak to medium strong, clayshale
- siltstone
- weak to medium strong, centre of run very strong for 40cm
- medium strong to weak
- siltstone
- weak to medium strong
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1036
1035
1034
1033
1032
1031
1030
1029
1028
1027
COMPLETION DEPTH: 24.40 mCOMPLETION DATE:
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-14
PROJECT NO.: 60309815
ELEVATION (m): 1046.886GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608993.269 E 294376.242
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
11
Recovery = 97 %RQD = 93 %
- weak to medium strong
- medium strong
END OF TESTHOLE at 24.4 mBGS- 50 mm stand pipe installed to 2.48 mBGS
CS
C6
21
22
23
24
25
26
27
28
29
1026
1025
1024
1023
1022
1021
1020
1019
1018
1017
COMPLETION DEPTH: 24.40 mCOMPLETION DATE:
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-14
PROJECT NO.: 60309815
ELEVATION (m): 1046.886GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5608993.269 E 294376.242
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 4.2%Sand : 32.0%Silt : 53.4%Clay : 10.4%
LL : 18.8PL : 14.1PI : 4.7
LL : 32.1PL : 17.3PI : 14.8
Recovery = 100 %RQD = 77 %
26
27
48
60/25mm
TOPSOIL (100 mm)CLAY - Silty, sandy, low plastic, stiff, moist, sand & silt, laminations, oxidized.
-Gravely
-Sandstone layering
-Wet to saturated
-Trace Gravel-Very silty
CLAY TILL - Some sand, some silt, trace gravel, medium plastic, hard, moist,trace sand/silt laminations oxidized, brown.
CLAYSHALE - Silty, trace fine sand, medium plastic, hard, damp, silt lamination,grey.
- weak, weathered, broken
SILTSTONE - light grey
CLAYSHALE - weak, olive grey
- weak to medium strong, olive grey, fresh joints
OR
CL
CI
CS
SI
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1043
1042
1041
1040
1039
1038
1037
1036
1035
1034
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/17/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-15
PROJECT NO.: 60309815
ELEVATION (m): 1043.352GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609526.068 E 294696.463
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
>>
15.7
5.7
6.4
17.1
13.5
15
12.8
10.8
16.4
16.2
Recovery = 100 %RQD = 82 %
Recovery = 100 %RQD = 83 %
Recovery = 100 %RQD = 82 %
Recovery = 100 %
SILTSTONE - 10.6 to 11.1m - mod weak, rest of run - medium strong
- very hard
CLAYSHALE - dark grey, weak
- weak to medium strong,
- harder clayshale
- fine grained to very fine grained sandstone
- weak to medium strong, dark grey to olive grey, slightly weathered
CS
SI
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1033
1032
1031
1030
1029
1028
1027
1026
1025
1024
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/17/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-15
PROJECT NO.: 60309815
ELEVATION (m): 1043.352GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609526.068 E 294696.463
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
9.4
8.7
RQD = 82 %
Recovery = 100 %RQD = 87 %
SILTSTONE - medium strong, fresh joints, lightly weathered
CLAYSHALE - weak, lots of fractures
END OF HOLE at 24.4 mBGS- 50 mm stand pipe installed to 5.5 mbGS
CS
SI
CS
C6
21
22
23
24
25
26
27
28
29
1023
1022
1021
1020
1019
1018
1017
1016
1015
1014
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/17/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-15
PROJECT NO.: 60309815
ELEVATION (m): 1043.352GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609526.068 E 294696.463
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
13.3
Gravel : 35%Sand : 28%Silt and Clay : 37%
Gravel : 4%Sand : 25%Silt and Clay : 71%
Recovery = 95 %RQD = 50 %
33
89
50/50mm
TOPSOIL (100 mm)GRAVEL - 75 mm, sandy, silty, some clay, poorly graded, dense, damp, lightbrown.
CLAY TILL - laminations, oxidized, brown.
- sandy, trace clay, trace gravel, hard to very hard, oxidized, brown
- silt
CLAYSHALE - weathered, silty, trace fine sand, medium plastic, strong,moderatly weathered with silt, mudstone layers, damp, grey.
SILTSTONE - strong siltstone, first 70cm fractured & oxidized, then dark grey,fractured
CLAYSHALE - weak, dark grey
SILTSTONE - fractured
- dark grey
CLAYSHALE - medium strong, fractured
OR
GP
CI
CS
SI
CS
SI
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1043
1042
1041
1040
1039
1038
1037
1036
1035
1034
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/17/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-16
PROJECT NO.: 60309815
ELEVATION (m): 1043.394GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609515.49 E 294925.107
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
>>
4.3
10
7.9
14.3
13.4
13.5
13.6
7.5
6.6
9.6
Recovery = 100 %RQD = 60 %
Recovery = 95 %RQD = 58 %
Recovery = 100 %RQD = 87 %
Recovery = 100 %
SILTSTONE - medium strong
CLAYSHALE - weak, moderately weathered, dark grey
- medium strong, dark grey
- strong, siltstone
- dark grey, medium strong, fresh joints
- fresh joints, medium strong to weak
- medium strong, dark grey, fresh joints
SI
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1033
1032
1031
1030
1029
1028
1027
1026
1025
1024
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/17/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-16
PROJECT NO.: 60309815
ELEVATION (m): 1043.394GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609515.49 E 294925.107
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
10.3
13.7
RQD = 87 %
Recovery = 100 %RQD = 82 %
- fractured
- weak, dark grey, fractured
- fractured, siltstone
- weak to medium strong, dark grey, weathered
END OF HOLE at 24.4 mBGS- 50 mm stand pipe installed to 5.5 mBGS- Water level 2.26 mBGS in standpipe on Feb 23, 2014
CS
C6
21
22
23
24
25
26
27
28
29
1023
1022
1021
1020
1019
1018
1017
1016
1015
1014
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/17/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-16
PROJECT NO.: 60309815
ELEVATION (m): 1043.394GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609515.49 E 294925.107
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
Gravel : 0 %Sand : 54 %Silt and Clay : 46%
Recovery = %RQD = 52 %
10
28
95/75mm
75/100mm
TOPSOIL - Organic, rootlest, fiberous, silty, trace clay, damp, black.CLAY TILL - Very silty, some sand, trace to some gravel, low to medium plastic,stiff, moist, fine sand and silt laminations, oxidized, brown.
SAND - Fine grained, very silty, some clay, loose to compact, saturated, brown.
- Increase in clay content, occasional clay till layer
- silt layer
SANDSTONE - brown, weak
- medium strong, grey
CLAYSHALE - medium strong becoming stronger with depth
- weak to medium strong, fresh joints, dark olive grey
OR
CI
SM
SS
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1041
1040
1039
1038
1037
1036
1035
1034
1033
1032
COMPLETION DEPTH: 24.00 mCOMPLETION DATE: 1/16/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-17
PROJECT NO.: 60309815
ELEVATION (m): 1041.384GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609621.149 E 295227.321
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
>>
8.5
8.8
15.5
19
14.6
18.3
12.7
21.1
9.3
8.5
Recovery = 100 %RQD = 73 %
Recovery = 100 %RQD = 85 %
Recovery = 100 %RQD = 88 %
Recovery = 100 %RQD = 93 %
- medium strong, olive grey
- siltstone
- medium strong to weak, olive grey
- olive to dark grey, medium strong, few fresh joints
- medium strong to weak, olive grey
- siltstone, fresh joints
- olive grey to dark grey
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1031
1030
1029
1028
1027
1026
1025
1024
1023
1022
COMPLETION DEPTH: 24.00 mCOMPLETION DATE: 1/16/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-17
PROJECT NO.: 60309815
ELEVATION (m): 1041.384GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609621.149 E 295227.321
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
10
4.5
Recovery = 100 %RQD = 90 %
- medium strong to weak, olive grey
- siltstone, light grey
END OF TESTHOLE at 24 mBGS- Water level 1.5 mBGS at testhole completion- 50 mm stand pipe intalled to 5.8 mBGS- Water level 2.04 mBGS in standpipe on Feb 24, 2014
CS
C6
21
22
23
24
25
26
27
28
29
1021
1020
1019
1018
1017
1016
1015
1014
1013
1012
COMPLETION DEPTH: 24.00 mCOMPLETION DATE: 1/16/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-17
PROJECT NO.: 60309815
ELEVATION (m): 1041.384GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609621.149 E 295227.321
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 2 %Sand : 73 %Silt and Clay : 25 %
Gravel : 55 %Sand : 28 %Silt and Clay : 17 %
LL : 29.5PL : 15.3PI : 14.2
13
13
38
40
TOPSOIL - Organic, rootlets, fiberous, trace silt, damp, black.SAND - Fine grained, silty, trace clay, compact, damp, trace gravel, oxidized,brown.
- Silt
- Clay layer (100 mm)GRAVEL - Sandy, silty, trace clay, comapct, trace silt, laminations, oxidized,damp, brown.
- Saturated
- Increase in clay content, occasional cobbles, dense, moist.
CLAY TILL - Some sand, some silt, trace gravel, low plastic to medium plastic,hard, trace fine sand/ silt lamination, oxidized, brown.
- Silt layer
CLAYSHALE - olive grey, first half weak, second half stronger with depth
OR
SM
GP
CI
CS
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
1040
1039
1038
1037
1036
1035
1034
1033
1032
1031
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/21/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-18
PROJECT NO.: 60309815
ELEVATION (m): 1040.148GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609489.353 E 295633.237
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
4.1
5.1
14.1
5.6
12.3
7.9
13.4
11.8
14.6
15.5
14.7
12.4
17
Recovery = 100 %RQD = 96 %
Recovery = 100 %RQD = 91 %
Recovery = 98 %RQD = 90 %
Recovery = 100 %RQD = 85 %
- olive grey, first 300mm -very strong, rest of run- moderately weak to moderatelystrong
- medium strong
- siltstone
- weak
- weak, dark grey
- medium strong
CS
C1
C2
C3
C4
11
12
13
14
15
16
17
18
19
1030
1029
1028
1027
1026
1025
1024
1023
1022
1021
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/21/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-18
PROJECT NO.: 60309815
ELEVATION (m): 1040.148GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609489.353 E 295633.237
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
15.3
10.1
6.6
Recovery = 93 %RQD = 90 %
- siltstone
- medium strong
- dark grey, siltstone
END OF TESTHOLE at 24.3 mBGS- Water level 2.5 mBGS at testhole completion- 50 mm stand pipe intalled to 4.2 mBGS
CS
C5
21
22
23
24
25
26
27
28
29
1020
1019
1018
1017
1016
1015
1014
1013
1012
1011
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/21/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-18
PROJECT NO.: 60309815
ELEVATION (m): 1040.148GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609489.353 E 295633.237
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
LL : 25.8PL : 18.3PI : 7.5
Gravel : 0.8%Sand : 15.6%Silt :65%Clay : 18.6%
LL : 35.2PL : 17PI : 18.1
Recovery = 95 %RQD = 68 %
5
14
41
45
TOPSOIL - Organic rootlets, fibrous, silty, trace clay, damp, black.
CLAY - Sandy, very silty, trace gravel, low plastic, firm, wet, oxidized, siltlamination, brown.
- Very sandy, stiff
CLAY TILL - some sand, some silt, trace gravel, medium plastic, hard, moist,trace fine sand/silt laminations, oxidized, brown.
CLAYSHALE - Silty, trace fine sand, medium plastic, strong, moderatlyweathered, interlayered with silt/mudstone layers, damp, grey.
- olive to dark grey, weak, slightly weathered
- siltstone, medium strong, fractured
- weak to medium strong, olive grey, slightly weathered
- medium strong, siltstone
- sandstone, fine grained, light grey
- siltstone, medium strong
OR
CL
CI
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1036
1035
1034
1033
1032
1031
1030
1029
1028
1027
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/18/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-19
PROJECT NO.: 60309815
ELEVATION (m): 1036.504GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609592.072 E 296035.35
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
36.1
24.4
22.1
24
16.3
15.5
13.3
14
16.5
14
Recovery = 100 %RQD = 87 %
Recovery = 100 %RQD = 92 %
Recovery = 100 %RQD = 95 %
Recovery = 95 %
- medium strong, olive grey to dark grey, fresh joints
- weak, olive grey
- medium strong
SANDSTONE - fine grained
- fine grained
- siltstone
CLAYSHALE - very strong
- medium strong to weak, dark grey
- weak, olive grey, weathered- siltstone
- weak to medium strong
CS
SS
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1026
1025
1024
1023
1022
1021
1020
1019
1018
1017
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/18/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-19
PROJECT NO.: 60309815
ELEVATION (m): 1036.504GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609592.072 E 296035.35
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
7.25
10.8
RQD = 68 %
Recovery = 100 %RQD = 83 %
- weak to medium strong, fractured
- weak
- fractured, siltstone
- very weak
- weak to medium strong
END OF TESTHOLE at 24.4 mBGS- 50 mm stand pipe intalled to 5.5 mBGS
CS
C6
21
22
23
24
25
26
27
28
29
1016
1015
1014
1013
1012
1011
1010
1009
1008
1007
COMPLETION DEPTH: 24.40 mCOMPLETION DATE: 1/18/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-19
PROJECT NO.: 60309815
ELEVATION (m): 1036.504GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609592.072 E 296035.35
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
WEL
LIN
STAL
LATI
ON
Gravel : 35%Sand : 44%Silt and Clay : 21%
LL : 21.8PL : 16.2PI : 5.7
Gravel : 3%Sand : 22%Silt and Clay : 75%
Recovery = %RQD = 67 %
4
24
64
51/125mm
TOPSOIL (500 mm)
CLAY - Sandy, some silt, medium plastic, soft, wet to saturated.
-Free Water
SAND - Fine grained, some clay, very silty, loose, saturated, oxidized, brown.
GRAVEL - 38 mm max size, sandy, silty, compact, some clay, some silt, wet,brown.
CLAY TILL - Sandy, silty, trace gravel, low plastic, very hard, trace sand/ siltlamination, damp to moist, oxidized, brown.
- Very sandy, sand layering & silty.
SILT - Some fine sand, trace clay, trace gravel, very hard, damp, grey.
SILTSTONE - medium strong, broken, siltstone
- fine grained sandstone
- fractured, dark grey, medium strong, siltstone
CLAYSHALE - weak to medium strong
- weak, fractured, dark grey
OR
CI
SM
GP
CL
ML
SI
CS
1
2
3
4
5
6
7
8
9
C1
1
2
3
4
5
6
7
8
9
1035
1034
1033
1032
1031
1030
1029
1028
1027
1026
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/19/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-20
PROJECT NO.: 60309815
ELEVATION (m): 1035.152GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609444.468 E 296583.721
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
27.7
30.3
25.1
22.7
9.8
18.2
12.4
15
13.6
7.1
Recovery = 100 %RQD = 58 %
Recovery = 100 %RQD = 90 %
Recovery = 100 %RQD = 78 %
Recovery = %RQD = 77 %
- medium strong, fractured, siltstone, med grey
- fine grained, fractured sandstone
- weak to medium strong, dark grey, fractured
SILTSTONE - dark grey
CLAYSHALE - weak to medium strong, dark grey to 12.8m then medium to olivegrey, fractured
- medium strong
SILTSTONE - fractured
- medium strong, dark grey
SANDSTONE - fine grained, fractured
SILTSTONE - dark grey, medium strong
SANDSTONE - fine grained
CS
SI
CS
SI
SS
SI
SS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1025
1024
1023
1022
1021
1020
1019
1018
1017
1016
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/19/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-20
PROJECT NO.: 60309815
ELEVATION (m): 1035.152GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609444.468 E 296583.721
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
12.7
7.9
Recovery = 100 %RQD = 82 %
SILTSTONE - dark grey, fractured
CLAYSHALE - weak, olive grey
SILTSTONE - medium strong, light grey
CLAYSHALE - medium to dark grey, fractured
END OF TESTHOLE at 24.3 mBGS- 50 mm stand pipe installed to 5.6 mBGS- Water level 1.99 mBGS in standpipe on Feb 23, 2014
SS
SI
CS
SI
CS
C6
21
22
23
24
25
26
27
28
29
1015
1014
1013
1012
1011
1010
1009
1008
1007
1006
COMPLETION DEPTH: 24.30 mCOMPLETION DATE: 1/19/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-20
PROJECT NO.: 60309815
ELEVATION (m): 1035.152GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609444.468 E 296583.721
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 0%Sand : 75%Silt and Clay : 25%
Gravel : 3%Sand : 42%Silt and Clay : 55%
Gravel : 0%Sand : 6%Silt and Clay : 94%
LL : 30PL : 18.9PI : 11.1
6
8
19
60
51/75mm
58
TOPSOIL - Organic, rootlets, very silty, trace clay, non to low plastic, firm, moist,dark brown/black.
CLAY - Some silt, some fine sand, medium plastic, firm, moist, light brown.
SAND - Fine grained, silty, trace clay, loose, saturated, brown.
- Compact
- very silty, some clay.CLAY TILL - Some sand, silty, trace gravel, medium plastic, very stiff, trace finesand/silt laminations.- Very sandy, very silty, low to medium plastic.
SAND - Fine grained, silty, trace clay, very dense, saturated, brown.
SILT - Trace Fine sand, trace clay, very stiff, damp, grey.
CLAY TILL - Some sand, silty, trace gravel, low to medium plastic, very stiff,trace fine sand/silt laminations.
SILT/MUDSTONE - very strong, moderately weathered, interlayered withclayshale(silty, trace fine sand, medium plastic, medium strong, some finesand/silt laminations, damp, grey).CLAYSHALE
- weak,broken
OR
CI
SM
CI
SM
MI
CL
MU
CS
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
1034
1033
1032
1031
1030
1029
1028
1027
1026
1025
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 1/20/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-21
PROJECT NO.: 60309815
ELEVATION (m): 1034.655GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609436.789 E 297055.749
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
23.5
25.3
28.6
29.1
22.9
20.2
20.5
14
20
19.1
14.9
20.7
14.6
Recovery = 50 %RQD = 18 %
Recovery = 100 %RQD = 73 %
Recovery = 100 %RQD = 80 %
Recovery = 97 %RQD = 80 %
Recovery = 97 %RQD = 79 %
- siltstone, medium strong
- olive grey, lots of fractures
- weak, olive grey
- siltstone, olive grey
- olive grey, weak to medium strong, lots of joints, slightly weathered
SILTSTONE - fresh joints
- fine grained, sandstone
CS
SI
C1
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1024
1023
1022
1021
1020
1019
1018
1017
1016
1015
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 1/20/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-21
PROJECT NO.: 60309815
ELEVATION (m): 1034.655GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609436.789 E 297055.749
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
1.2
7.1
8.1
Recovery = 100 %RQD = 65 %
CLAYSHALE - medium strong
- weak, olive grey
- weak, dark grey
- dark grey, occ fresh joints
- weak
END OF TESTHOLE at 24.1 mBGS- 50 mm stand pipe intalled to 4.8 mBGS- Water level 2.29 mBGS in standpipe on Feb 23, 2014
SI
CS
C6
21
22
23
24
25
26
27
28
29
1014
1013
1012
1011
1010
1009
1008
1007
1006
1005
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 1/20/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-21
PROJECT NO.: 60309815
ELEVATION (m): 1034.655GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609436.789 E 297055.749
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 0%Sand : 28.5%Silt : 57.7%Clay : 13.9%
LL : 33.9PL : 18.9PI : 14.9
Gravel : 0%Sand : 67%Silt & Clay : 33%
LL : 30PL : 18.9PI : 11.1
Res: 9.10 ohm-mSO4: 540 mg/LCl: 54 mg/LpH: 8.04
Gravel : 0%Sand : 15.0%Silt : 79.0%Clay : 6.0%
15
15
49
43
37
30
TOPSOIL - Organic rootlets, fibrous, Silty, damp, black.SILT - Some fine sand, trace to some clay, loose, humid.
SAND - Fine grained, some silt, compact, mosit, brown.
- wet- trace free water
CLAY TILL - Silty, some sand, trace gravel, low to medium plastic, hard, moist,some silt laminations, oxidized, brown.
- 200 mm thick saturated sand layer- Grey, silty
SILT - Some fine sand, trace clay, dense, wet, grey.
- saturated
OR
MI
SM
CL
MI
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4
5
6
7
8
9
1034
1033
1032
1031
1030
1029
1028
1027
1026
1025
COMPLETION DEPTH: 14.00 mCOMPLETION DATE: 1/31/2014
COMMENTS
10
Page 1 of 2
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-24
PROJECT NO.: 60309815
ELEVATION (m): 1034.698GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611240.115 E 297311.779
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
5.3
9.7
5.2
12.2
16
13
11.8
14.8
12.9
20.1
18.7
26.2
24.9
23.6
Res: 10.9 ohm-mSO4: 350 mg/LCl: 18 mg/LpH: 8.08
LL : 33.9PL : 18.9PI : 14.9
CLAYSHALE
END OF TESTHOLE at 24.3 mBGS- Water level 5 mBGS upon completion- 50 mm stand pipe installed to 5.1 mBGS- Stoped drilling at 14 mBGS since it was well below the cut.- sloughing at 10.5 mBGS- Decommissioned on April 23rd at client's request
MI
CS
15
16
17
18
19
20
21
11
12
13
14
15
16
17
18
19
1024
1023
1022
1021
1020
1019
1018
1017
1016
1015
COMPLETION DEPTH: 14.00 mCOMPLETION DATE: 1/31/2014
COMMENTS
20
Page 2 of 2
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-24
PROJECT NO.: 60309815
ELEVATION (m): 1034.698GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611240.115 E 297311.779
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
18
23.2
17.4
19.4
21.6
Res: 4.10 ohm-mSO4: 835 mg/LCl: 47.5 mg/LpH: 7.71
Res: 10.6 ohm-mSO4: 140 mg/LCl: 62 mg/LpH: 7.92
Res: 6.70 ohm-mSO4: 500 mg/LCl: 14 mg/LpH: 7.66
11
6
14
4
7
22
TOPSOIL (75 mm) - Organic, rootlets, very silty, trace clay, non to low plastic,firm, moist, dark brown/black.SILT - Trace fine sand, trace clay, stiff, damp to moist, trace rootlets, oxidized,brown.
- 100 mm thick organic layer- clay content increasedCLAY - Silty, trace fine sand, medium plastic, stiff, moist, trace silt laminations,brown.
- wet, firm.
- Saturated sand layers.- free waterSAND - Some silt, trace clay, medium to fine grained, compact, saturated,brown.
SILT - Trace fine sand, trace clay, soft, saturated, dark grey.
CLAY - Silty, trace fine sand, medium plastic, firm (with stiff layers) moist to wet,brownish grey.
CLAY TILL - Sandy, some silt, trace gravel, medium plastic, firm to stiff, sandlaminations, dark grey.
- Slightly increased gravel content
OR
MI
CI
SM
MI
CI
CI
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
2
3
4
5
6
7
8
9
1033
1032
1031
1030
1029
1028
1027
1026
1025
1024
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 2/1/2014
COMMENTS
10
Page 1 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-25
PROJECT NO.: 60309815
ELEVATION (m): 1033.805GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611642.649 E 298289.13
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
12.5
10.9
21.5
26.1
25.3
22.9
18.5
26.6
23.5
20.5
19.7
18.9
12.8
13.5
Res: 6.50 ohm-mSO4: 430 mg/LCl: 30 mg/LpH: 8.13
Su = 292.5 kPa
Res: 4.40 ohm-m
84/100mm
53
29
40
64
50/100mm
- numerous sand layers
SAND - Fine grained, silty, trace clay, very dense, wet, trace gravel, grey.- Traces bedrock (clay shale layering)
CLAYSHALE - Silty, trace fine sand, medium plastic, very hard, damp, silt/finesand laminations, grey.- olive grey, extremely weak
- siltstone
CI
SM
CS
15
16
17
18
19
20
21
22
23
24
25
C1
11
12
13
14
15
16
17
18
19
1023
1022
1021
1020
1019
1018
1017
1016
1015
1014
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 2/1/2014
COMMENTS
20
Page 2 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-25
PROJECT NO.: 60309815
ELEVATION (m): 1033.805GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611642.649 E 298289.13
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
>>
10.8
14.7
13.4
11.6
12.5
14.4
12
10.9
12.9
16.4
11.9
8.5
SO4: 860 mg/LCl: 31 mg/LpH: 8.12
Recovery - 98 %RQD - 78 %
Recovery - 100 %RQD - 90 %
Recovery - 95 %RQD - 90 %
Su = 6.65 MPa
Recovery - 93 %RQD - 70 %
- olive grey, medium strong
- siltstone
- olive grey, medium strong
- medium strong, olive grey
CS
C2
C3
C4
21
22
23
24
25
26
27
28
29
1013
1012
1011
1010
1009
1008
1007
1006
1005
1004
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 2/1/2014
COMMENTS
30
Page 3 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-25
PROJECT NO.: 60309815
ELEVATION (m): 1033.805GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611642.649 E 298289.13
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
7
17.8
Recovery - 100 %RQD - 55 %
Su = 237.5 kPa
Recovery - 97 %RQD - 78 %
Recovery - 97 %RQD - 57 %
- slightly stronger, red coloring end of run
- olive grey, fresh joints
CS
C5
C6
C7
31
32
33
34
35
36
37
38
39
1003
1002
1001
1000
999
998
997
996
995
994
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 2/1/2014
COMMENTS
40
Page 4 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
30
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-25
PROJECT NO.: 60309815
ELEVATION (m): 1033.805GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611642.649 E 298289.13
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery - 98 %RQD - 87 %
Recovery - 100 %RQD - 74 %
- siltstone, olive grey
- fractured
- dark grey, very weak
END OF TESTHOLE at 45.4 mBGS- Water level 4.3 mBGS at testhole completion- 50 mm stand pipe intalled to 5.1 mBGS- Water level 3.31 mBGS in standpipe on Feb 20, 2014- Decommissioned on April 23rd at client's request
CS
C8
C9
41
42
43
44
45
46
47
48
49
993
992
991
990
989
988
987
986
985
984
COMPLETION DEPTH: 45.40 mCOMPLETION DATE: 2/1/2014
COMMENTS
50
Page 5 of 5
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
40
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-25
PROJECT NO.: 60309815
ELEVATION (m): 1033.805GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5611642.649 E 298289.13
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 33%Sand : 48%Silt & Clay : 19%
Gravel : 11.7%Sand : 42.1%Silt : 36.8%Clay : 9.4%
LL : 20PL : 10.5PI : 9.4
Recivery - %RQD - 45%
Su = 0.42 MPa
46
13
13
22
50/75mm
TOPSOILGRAVEL - Some cobbles, trace boulders, sandy, some silt, dense, well graded,damp to dry, light brown
SAND - Fine grained, silty, trace clay, compact, trace gravel, occasional silt layer(50mm)
CLAY - Silty, trace fine sand, low plastic, trace silt laminations, stiff, moist,oxidized, brown
- Increasing sand content
SAND - Fine grained, silty, trace clay, saturated, trace gravel
CLAY - very silty, trace fine sand, medium plastic, very stiff, moist, siltlaminations, dark brown
CLAYSHALE- Silty, trace/some fine sand, medium plastic, very hard, damp, verythinly laminated, grey
- olive grey, medium strong
- olive grey to dark grey, weak and broken.
OR
GP
SM
CL
SM
CI
CS
1
2
3
4
5
6
7
8
9
10
C111
1
2
3
4
5
6
7
8
9
1048
1047
1046
1045
1044
1043
1042
1041
1040
1039
COMPLETION DEPTH: 24.20 mCOMPLETION DATE: 2/15/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-26
PROJECT NO.: 60309815
ELEVATION (m): 1048.457GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609622.201 E 294009.639
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
>>
4.5
3
3.8
4.9
14.5
22.3
12.8
23.4
16.9
13.8
9.213.2
Su = 39 kPa
Recovery - 100%RQD - 74%
Recovery - %RQD - 65%
Recovery - 100%RQD - 34%
- olive grey to dark grey, frequent joints
- dark grey to olive grey, weak
- dark grey to olive grey
- dark grey to olive grey, weak
- olive grey, medium strong to weak
- olive grey
- olive grey, medium strong to weak
- olive to dark grey, weak, fractured
- olive to dark grey
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1038
1037
1036
1035
1034
1033
1032
1031
1030
1029
COMPLETION DEPTH: 24.20 mCOMPLETION DATE: 2/15/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-26
PROJECT NO.: 60309815
ELEVATION (m): 1048.457GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609622.201 E 294009.639
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery - 100%RQD - 80%
- olive to dark grey, weak
- olive to dark grey, weak to medium strong
- olive to dark grey
- olive to dark grey weak
END OF TESTHOLE at 24.2 mBGS- Water level 5.2 mBGS at testhole completion- 50 mm stand pipe intalled to 6.1 mBGS- Water level 3.91 mBGS in standpipe on Feb 23, 2014- Decommissioned on April 22nd at client's request
CS
C6
21
22
23
24
25
26
27
28
29
1028
1027
1026
1025
1024
1023
1022
1021
1020
1019
COMPLETION DEPTH: 24.20 mCOMPLETION DATE: 2/15/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-26
PROJECT NO.: 60309815
ELEVATION (m): 1048.457GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609622.201 E 294009.639
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Gravel : 8.7%Sand : 33.0%Silt : 45.0%Clay : 13.3%
LL : 25.7PL : 17.9PI : 7.7
Su = 182.5 kPa
Recovery = 100%RQD = 75%
13
60
52
65
31
TOPSOIL (100 mm)CLAY - Silty, some sand, some gravel, medium plastic, stiff, dry (powdery), lightbrown
SILT - Trace fine sand, trace clay, non plastic, stiff, damp, brown
CLAY TILL - Sandy, some silt, trace gravel, low plastic, stiff to very stiff, moist,silt laminations, oxidized, brown
- Hard, increasing sand and silt laminations
CLAYSHALE - olive to dark grey, medium strong
- Silty, some fine sand, medium plastic, hard, damp, grey
- olive to dark grey, weak to medium strong
OR
CI
ML
CL
CS
1
2
3
4
5
6
7
8
9
10
C111
1
2
3
4
5
6
7
8
9
1053
1052
1051
1050
1049
1048
1047
1046
1045
1044
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/17/2014
COMMENTS
10
Page 1 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
0
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-27
PROJECT NO.: 60309815
ELEVATION (m): 1053.511GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609616.662 E 293643.58
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
5.4
5
14.2
14.3
10.5
17.9
17.4
15.6
12.7
9.7
14
15.2
Recovery = 100%RQD = 67%
Su = 4.95 MPa
LL : 27.7PL : 22.1PI : 5.6
Recovery = 100%RQD = 70%
Recovery = 100%RQD = 79%
Recovery = 95%RQD = 48%
- olive to dark grey, medium strong
- olive to dark grey, weak to medium strong
- olive to dark grey, strong to medium strong
- olive to dark grey, weak to medium strong
- olive to dark grey, medium strong
- olive to dark grey
- olive to dark grey, medium strong
- olive to dark grey, weak to medium strong
CS
C2
C3
C4
C5
11
12
13
14
15
16
17
18
19
1043
1042
1041
1040
1039
1038
1037
1036
1035
1034
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/17/2014
COMMENTS
20
Page 2 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
10
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-27
PROJECT NO.: 60309815
ELEVATION (m): 1053.511GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609616.662 E 293643.58
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
Recovery = 100%RQD = 71%
- olive to dark grey
- olive to dark grey, medium strong
- olive to dark grey, medium strong
- olive to dark grey, weak, broken
END OF TESTHOLE at 24.1 mBGS- 50 mm stand pipe intalled to 6.7 mBGS- Decommissioned on April 22nd at client's request
CS
C6
21
22
23
24
25
26
27
28
29
1033
1032
1031
1030
1029
1028
1027
1026
1025
1024
COMPLETION DEPTH: 24.10 mCOMPLETION DATE: 2/17/2014
COMMENTS
30
Page 3 of 3
LOGGED BY: PEREVIEWED BY: FAPROJECT ENGINEER: Stuart Bell
DEP
TH (m
)
SOIL DESCRIPTION
20
ELEV
ATIO
N (m
)
LOG
OF
TE
ST
HO
LE S
AF
M2.
GP
J U
MA
_CO
C.G
DT
PR
INT
: 7/1
0/1
4 B
y:
SPT (Standard Pen Test) (Blows/300mm)
25 50 75
SPT
(N)
LIQUIDPLASTIC M.C.
25 50 75
SOIL
SYM
BOL
USC
NO RECOVERYSAMPLE TYPE SHELBY TUBE
TESTHOLE NO.: TH14-27
PROJECT NO.: 60309815
ELEVATION (m): 1053.511GRAB CORESPLIT SPOON BULK
CLIENT: Alberta Flood Recovery Task Force
COORDINATES: UTM N 5609616.662 E 293643.58
METHOD: Auger/Wet Rotary
PROJECT: South Alberta Flood Mitigation Feasibility Study
LOCATION:
CONTRACTOR: Garrity & Baker Drilling
SANDGRAVEL SLOUGH GROUTBENTONITE CUTTINGSBACKFILL TYPE
SAM
PLE
#
SAM
PLE
TYPE
