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PI - Plasticity index, % (difference between LL and PL)
Dxx - Grain size which xx% of the soil, by weight, is of finer grain sizes
These grain size descriptions are not used below 0.075 mm grain size
D10 - Grain size at which 10% of the soil is finer (effective grain size)
D60 - Grain size at which 60% of the soil is finer
Cc - Concavity coefficient = (D30)2 / (D10 x D60)
Cu - Uniformity coefficient = D60 / D10
Cc and Cu are used to assess the grading of sands and gravels:
Well-graded gravels have: 1 < Cc < 3 and Cu > 4
Well-graded sands have: 1 < Cc < 3 and Cu > 6
Sands and gravels not meeting the above requirements are poorly-graded or uniformly-graded.
Cc and Cu are not applicable for the description of soils with more than 10% silt and clay
(more than 10% finer than 0.075 mm or the #200 sieve)
CONSOLIDATION TEST
p’o - Present effective overburden pressure at sample depth
p’c - Preconsolidation pressure of (maximum past pressure on) sample
Ccr - Recompression index (in effect at pressures below p’c)
Cc - Compression index (in effect at pressures above p’c)
OC Ratio Overconsolidaton ratio = p’c / p’o
Void Ratio Initial sample void ratio = volume of voids / volume of solids
Wo - Initial water content (at start of consolidation test)
PERMEABILITY TEST
k - Coefficient of permeability or hydraulic conductivity is a measure of the ability of
water to flow through the sample. The value of k is measured at a specified unit
weight for (remoulded) cohesionless soil samples, because its value will vary
with the unit weight or density of the sample during the test.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH1
May 16, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 150 mm thick.
FILL sand-silt, trace organics, rootlets, occasional gravel sized stone, very moist.
SILTY CLAY to CLAYEY SILT- grey, wet, very stiff.
-pockets of occasional fine sand below about 1.8 m.
becomes firm below about 2.6 m.
SILTY SAND TILL to SAND TILL- trace gravel, dark grey, moist, loose.
-becomes dense below about 6.0 m.
95.910.00
95.310.60
91.714.20
1
2
3
4
5
6
6
20
17
6
5
5
29
83
100
100
100
67
6
20
17
6
5
5
23
28
34
50
28
11
4.6
0 m
bgs o
n c
om
ple
tion o
f drilli
ng.
3.1
5 m
bgs 2
hours
aft
er
drilli
ng.
429607 5018431
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.914 N/A
200 mm
0.15
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH1
May 16, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
End of Borehole
87.518.40
7
8
9
31
43
50+
33
39
31
48
50 blows for 3 cm of sampler penetration
16
17
429607 5018431
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.914 N/A
200 mm
NOTES: End of borehole at 8.4 m bgs.Cave-in at 7.0 m bgs.Water at 4.60 m bgs on completion of drilling.Water at 3.15 m bgs 2 hours after drilling.Auger refusal at 8.37 m.50 blows for 3 cm of sampler penetration in first 15 cm, with no sample in spoon.
-colour changes to brownish grey with reddish blend below about 7.1 m.
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH2
May 16, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Martime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 200 mm thick.
FILL- sand-silt trace organics, rootlets, moist.
SILTY CLAY- grey, wet, very stiff.
-occasional sand seams and becomes stiff below about 1.8 m.
-becomes firm below about 3.4 m.
SILT AND SAND TILL- trace clay, trace gravel, dark grey, moist, loose.
-becomes compact below about 5.3 m.
95.510.00
94.910.60
91.214.30
1
2
3
4
5
6
7
9
16
14
6
4
6
27
67
83
100
100
100
100
9
16
14
6
4
6
14
33
39
43
60
11
66
429609 5018417
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.51 N/A
200 mm
0.20
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH2
May 16, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Martime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
SAND- medium to coarse grained, trace gravel, grey, moist, very dense.
SILT AND SAND TILL- trace clay, trace gravel, dark grey, moist, compact.
85.619.90
84.1111.40
7
8
9
10
27
19
62
90
33
100
100
27
19
62
90
16
13
11
12
429609 5018417
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.51 N/A
200 mm
-more gravelly and becomes very dense below about 8.4 m.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
40
41
13
42
14
43
15
44
16
45
17
46
47
48
49
50
51
52
53
54
55
56
57
58
59
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH2
May 16, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Martime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
End of Borehole
81.7613.75
11
12
16
50+
77 16
50 blows for 4 cm of sampler penetration
14
429609 5018417
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.51 N/A
200 mm
NOTES: End of borehole at 13.75 m bgs.Cave-in at 9.5 m bgs.Auger refusal at 13.71 m.50 blows for 4 cm of sampler penetration in first 15 cm, with no sample in spoon.
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH3
May 17, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
-gravelly and becomes very dense below about 8.5 m.
88.636.80
83.6511.78
7
8
9
10
11
27
26
76
14
50+
83
89
78
0
27
26
76
14
50 blows for 5.0 cm of sampler penetration
15
11
10
429599 5018409
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.433 95.433
200 mm
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
40
41
13
42
14
43
15
44
16
45
17
46
47
48
49
50
51
52
53
54
55
56
57
58
59
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH4
May 16, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
BEDROCK- GNEISSfaintly to highly weathered, light to dark grey, fine to medium grained.
End of Borehole
77.5417.89
Run 1
Run 2
Run 3
Run 4
57
61
92
84
85
100
100
99
429599 5018409
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.433 95.433
200 mm
NOTES: End of borehole at 17.89 m.Auger refusal at 11.78 m.50 blows for 5 cm of sampler penetration in first 15 cm, with no sample in spoon.SCR varying from 72 - 99%
Run 1:Gneiss, metamorphic, fractured.4 Mechanical break.1 Natural break.
Run 2:Granitic gneiss, fractured.3 Mechanical breaks.
Run 3:4 Mechanical breaks.2 Natural breaks.
Run 4:6 Mechanical breaks.1 Natural break.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH5
May 18, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- about 100 mm thick.
FILL- sand-silt-clay, trace to some organics, rootlets, very moist.
SAND- medium to coarse grained, dark grey, very moist, compact.
96.930.00
96.330.60
94.632.30
91.635.30
1
2
3
4
5
9
15
14
20
23
17
0
33
67
39
9
15
14
20
23
21
33
11
10
59
3.9
5 m
3.0
hours
aft
er
drilli
ng.
5.0
0 m
on c
om
ple
tion o
f drilli
ng.
429580 5018413
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.933 96.933
200 mm
0.10
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH5
May 18, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
SAND and GRAVEL- grey, wet, very dense.
End of Borehole
90.136.80
89.087.85
6
7
28
50+
28
50 blows for 8 cm of sampler penetration
16
10
429580 5018413
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.933 96.933
200 mm
NOTES: End of borehole at 7.85 m.Water level at 5.00 m on completion of drilling, and at 3.95 m 3 hours after drilling.Cave-in at 5.9 m bgs.Auger refusal at 7.77 m.50 blows for 8 cm of sampler penetration in first 15 cm.
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH6
May 17, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 200 mm thick.
FILL- sand-silt-clay, clay, trace organics, rootlets, very moist.
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
95.361 N/A
200 mm
NOTES: End of borehole at 9.60 m.Water level at 3.95 on completion of drilling, and at 3.0 m 2 hours after drilling.Cave-in at 7.1 m bgs.Auger refusal at 9.45 m.54 blows for 15 cm of sampler penetration in first 15 cm.
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH7
May 18, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.401 96.401
200 mm
0.20
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH7
May 18, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
SAND- medium to fine grained, dark grey, moist, very dense.
SAND and GRAVEL- grey, moist, very dense.
BEDROCK- GNEISShighly weathered, fine to coarse grained.
89.506.90
87.908.50
87.029.38
5
6
7
Run 1
Run 2
19
90
50+
7
0
67
88
37
17
19
90
50 blows for 8 cm of sampler penetration
10
14
10
429558 5018392
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.401 96.401
200 mm
Run 1:Fractured zone, gneiss, metamorphic, fine to medium grained.
Run 2:Fractured zone, occasional mud seams.
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
40
41
13
42
14
43
15
44
16
45
17
46
47
48
49
50
51
52
53
54
55
56
57
58
59
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH7
May 18, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
End of Borehole
80.8515.55
Run 3
Run 4
96
97
100
100
429558 5018392
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.401 96.401
200 mm
NOTES: End of borehole at 15.55 m.Auger refusal at 9.15 m.50 blows for 8 cm of sampler penetration after first 15 cm.SCR varying from 92 - 97% with the exception of surficial 3.0 m.
Run 3:Coarse grained metamorphic.17 Mechanical breaks.1 Natural break.
Run 4:Fractured zone, medium to coarse grained.14 Mechanical breaks.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH8
May 19, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 100 mm thick.
FILL- sand-silt, some black organics, wet.
SILTY CLAY- trace sand, grey, wet, stiff
SANDY SILT TILL to SAND TILL- trace clay, trace gravel, occasional seams of coarse grained sand, brownish grey, very moist to moist, compact.
-becomes dense below about 4.6 m.
97.470.00
95.971.50
94.572.90
1
2
3
4
5
6
5
12
12
15
16
31
42
.77
89
50
83
78
5
12
12
15
16
31
41
21
33
24
19
15
5.7
m o
n c
om
ple
tion o
f drilli
ng.
4.9
m 2
hours
aft
er
drilli
ng.
429557 5018413
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
97.468 N/A
200 mm
0.10
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH8
May 19, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
97.468 N/A
200 mm
NOTES: End of borehole at 8.87 m.Water level at 5.7 m on completion of drilling and at 4.9 m 2 hours after drilling.Cave-in at 7.0 m bgs.Auger refusal at 8.84 m.50 blows for 3 cm of sampler penetration in first 15 cm.
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH9
May 18, 2016
150903
Lepine Corporation
Residential Highrise
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 230 mm thick.
FILL- sand-silt-clay, trace to some organics, trace gravel, very moist.
SILTY CLAY- grey, wet, very stiff.
-becomes stiff below about 2.6 m.
-occasional sand seams, and becomes firm below about 3.4 m.
SANDY SILT TILL to SAND TILL- trace gravel, trace clay, grey, moist, compact.
-becomes more silty at 4.6 m.
-becomes loose below about 5.3 m.
96.600.0096.370.23
95.800.80
92.504.10
1
2
3
4
5
6
11
17
10
5
18
6
38
100
100
100
67
11
17
10
5
18
20
36
36
54
9
429549 5018391
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.598 N/A
200 mm
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH9
May 18, 2016
150903
Lepine Corporation
Residential Highrise
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
End of Borehole
87.079.53
6
7
8
6
51
71+
67
83
6
51
50 blows for 8 cm of sampler penetration
11
16
17
429549 5018391
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
96.598 N/A
200 mm
NOTES: End of borehole at 9.53 m.Cave-in at 6.5 m bgs.Auger refusal at 9.15 m.50 blows for 8 cm of sampler penetration after 30 cm.
Auger refusal
Medium to fine grained, grey, very moist, very dense below about 6.9 m.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH10
May 19, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 100 mm thick.
FILL- sand-silt-clay, some black organics, rootlets, very moist.
SANDY SILT TILL to SILTY SAND TILL- trace gravel, brownish grey, moist, dense.
-becomes compact below about 2.4 m.
BEDROCK- GNEISS to GRANITIC GNEISSlight to dark grey, fine to coarse grained.
98.110.00
96.611.50
94.963.15
1
2
3
4
5
Run 1
Run 2
3
14
35
28
50+
0
0
25
55
100
50
54
27
3
14
35
28
50 blows for 10 cm of sampler penetration
31
24
9
12
5.7
m b
gs o
n J
une 1
, 2016
429542 5018422
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
98.114 98.114
200 mm
Run 1:Fractured, metamorphic granitic gneiss, medium to coarse grained.
Run 2:Metamorphic, fragmented gneiss.
Auger refusal
0.10
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
20
21
7
22
8
23
9
24
10
25
11
26
27
28
29
30
31
32
33
34
35
36
37
38
39
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH10
May 19, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Run 3
Run 4
Run 5
Run 6
35
35
95
92
83
93
95
100
429542 5018422
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
98.114 98.114
200 mm
Run 3:At 6.2 m, mud seams about 0.22 m thick, brown, fractured gneiss, amphibolite.3 Mechanical breaks.
Run 4:Gneiss, fine to medium grained.2 Mechanical breaks.
Run 5:Granitic gneiss, metamorphic, fine to medium grained, grey withreddish blend, hard.3 Mechanical breaks.1 Natural break.
Run 6:Granitic gneiss, amphibolite, fractured, medium to coarse grained.4 Mechanical breaks.2 Natural breaks.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
40
41
13
42
14
43
15
44
16
45
17
46
47
48
49
50
51
52
53
54
55
56
57
58
59
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH10
May 19, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
End of Borehole
85.8112.30
429542 5018422
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
98.114 98.114
200 mm
NOTES: End of borehole at 12.30 m.Auger refusal at 3.05 m.50 blows for 10 cm of sampler penetration in first 15 cm.Water level at 5.7 m bgs on June 1, 2016.With the excpetion of surficial 3.0 m, the SCR varied from 35 - 100%. SCR was 0 for Run 2.
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH11
May 19, 2016
150903
Lepine Corporation
Residential Highrise Building
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 300 mm thick.
FILL- sand-silt, some black organics, some gravel sized stone, wet.
SANDY SILT TILL- trace gravel, brownish grey, moist, very dense.
-becomes dense below about 3.2 m.
End of Borehole
97.130.00
96.830.30
95.631.50
92.514.62
1
2
3
4
26
52
22
50+
50
78
100
26
52
22
50 blows for 5 cm of sampler penetration
28
9
10
3.9
m o
n c
om
ple
tion o
f drilli
ng.
3.0
m 2
hours
aft
er
drilli
ng.
429527 5018419
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
97.127 N/A
200 mm
NOTES: End of borehole at 4.62 m.Water level at 3.9 m on completion, and at 3.0 m 2 hours after drilling.Cave-in at 3.96 m bgs.Auger refusal at 4.57.50 blows for 5 cm of sampler penetration in first 15 cm, with no sample in spoon
Auger refusal
Borehole Log:
Date:
Project No.:
Client:
Project:
Location:
Field Personnel:
Driller: Drilling Method:Drilling Equipment:
Easting: Northing:
Site Datum:
Groundsurface Elevation: Top of Riser Elev.:
Hole Diameter:
Dep
th
0 0ft m
1
1
2
2
3
3
4
4
5
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Soil Description
Ele
v./
Dep
th(m
)
Lit
ho
log
y
Typ
e
Sam
ple
Nu
mb
er
N o
r R
QD
Reco
very
(%
)
Shear Strength(kPa)
50 100 150 200
SPT N Value(Blows/0.3 m)
20 40 60 80
Water Content(%)
25 50 75
Liquid Limit(%)
25 50 75
Water Level(Standpipe or
Open Borehole)
SUBSURFACE PROFILE SAMPLE DATA
BH12
May 19, 2016
150903
Lepine Corporation
Residential Highrise Buidling
1136 Maritime Way, Kanata ON
BJ
George Downing Estate Drilling HSATrack Mount CME 55
Ground Surface
TOPSOIL- About 300 mm thick.
FILL- sand-silt-clay, trace to some organics, rootlets, moist.
End of Borehole
98.600.00
98.300.30
97.081.52
1
2
10
50+
78 10
50 blows for no sampler penetration
9
429527 5018419
Top of Manhole lid at Maritime Way and Canadian Shield Ave (97.800).
98.602 N/A
200 mm
NOTES: End of borehole at 1.52 m
Cave in at 1.2 m bgs.Auer refusal at 1.52 m.50 blows for no sampler penetration in first 15 cm, with no sample in spoon.