APPENDIX 'A1'

99.8

99.7

93.9

93.7

93.1

~195 mm Concrete slab over;

~145 mm Void over;~50 mm Sand over;Black nylon membrane over;FILL: ~175 mm brown sand andgravel followed by black stained sandand silt, brick and asphalt fragments,moist

-Silt and clayey silt, occasional gravel,brown and grey, moist

-Becoming wet

CLAYEY SILT TILL: Trace gravel,grey, wet, firmSAND AND GRAVEL: Grey, wet,dense to very dense

END OF BOREHOLE

March 12, 2013

Ram Sounder

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

100.00 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 1

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

2

Sheet No.Geotechnical Investigation

On completion 2.03 5.49

BRM-00603212-B0

Project: 1

0

1

2

3

4

5

6

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~6.9 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

41.3

43.8

4

3

5

2

2

2

2

11

53

99.899.8

97.0

~200 mm Concrete slab over;

~25 mm Void over;~75 mm Sand over;Black nylon membrane over;FILL: ~250 mm brown sand andgravel followed by black stained sandwith trace gravel and red brick pieces,changing to brown clayey silt withtrace gravel and wood fragments,moist

END OF BOREHOLE

March 12, 2013

Ram Sounder

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

100.00 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 2

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

3

Sheet No.Geotechnical Investigation

On completion No free water 2.69

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

5

6

10

8

99.1

95.4

93.7 22.3

~145 mm Concrete slab over;~50 mm sand over;Black nylon membrane over;FILL: Coarse brown gravel, moist

-Brown to grey silt and sand, somegravel, red brick fragments, woodpieces, moist to wet

SANDY SILT: Grey, wet, compact

-Becoming moist, dense to very denseEND OF BOREHOLE

March 12, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 3

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

4

Sheet No.Geotechnical Investigation

On completion 2.01 3.84

BRM-00603212-B0

Project: 1

0

1

2

3

4

5

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~5.5 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

53.6

88.2

2

1

2

1

45

18

12

50/125 mm

99.0

96.2

~75 and 150 mm (2 layers) Concreteslab over;~50 mm sand over;Black nylon membrane over;FILL: Brown, coarse gravel, somesand, moist

-Sand and gravel, occasional concretefragments, clayey silt pockets, brownwith black staining, moist

END OF BOREHOLE

March 13, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 4

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

5

Sheet No.Geotechnical Investigation

On completion No free water 0.61 - Bridged

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

1

7

2

2

99.199.1

96.2

~125 mm Concrete slab over;~25 mm Void over;~75 mm Sand over;Black nylon membrane over;FILL: Brown, coarse gravel changingto brown medium grained sand withsome gravel, moist-Mix of clayey silt with sand andgravel, concrete and red brickfragments, brown with black staining,moist

END OF BOREHOLE

March 13, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 5

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

6

Sheet No.Geotechnical Investigation

On completion No free water 0.91 - Bridged

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

7

16

10

5

99.0

96.2

~185 mm Concrete slab over;

~75 mm Sand over;Black nylon membrane over;FILL: Brown sand and gravelchanging to mix of silt, sand andgravel, inclusions of brick, cinders,ceramic tile fragments, grey with blackstaining, moist

END OF BOREHOLE

March 13, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 6

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

7

Sheet No.Geotechnical Investigation

On completion No free water 0.66 - Bridged

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

24

35

32

6

99.0

95.4

~205 mm Concrete slab over;

~25 mm Sand over;Black nylon membrane over;FILL: Grey coarse gravel changing tobrown sand and gravel with pieces oftimber, moist

END OF BOREHOLE

March 13, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 7

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

8

Sheet No.Geotechnical Investigation

On completion No free water 1.27

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.8 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

44

1

0

0

22

9

99.0

96.2

~170 mm Concrete slab over;

~50 mm Sand over;Black nylon membrane over;FILL: Coarse gravel, sand pockets,asphalt fragments, grey, moist

END OF BOREHOLE

March 14, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 8

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

9

Sheet No.Geotechnical Investigation

On completion No free water 0.38 - Bridged

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

4

8

3

2

99.199.0

97.4

~150 mm Concrete slab over;~50 mm Void over;~25 mm Sand over;Black nylon membrane over;FILL: Coarse gravel changing toclayey silt with trace gravel, woodfragments, brown to grey, moist

END OF BOREHOLETerminated upon refusal to sampling

equipment on piece of wood

March 14, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

99.20 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 9

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

10

Sheet No.Geotechnical Investigation

On completion No free water 0.48 - Bridged

BRM-00603212-B0

Project: 1

0

1

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~1.8 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

4

4

50/100 mm

50/0 mm

99.8

97.0

~165 mm Concrete slab over;~50 mm Sand over;Black nylon membrane over;FILL: Brown sand and gravelchanging to silt with some gravel,cinders, red brick fragments, darkstained changing to brown and greyclayey silt, trace gravel, red brickfragments, moist

END OF BOREHOLE

March 14, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

100.00 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 10

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

11

Sheet No.Geotechnical Investigation

On completion No free water 1.27

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

26

8

17

4

99.8

97.0

~200 mm Concrete slab over;

~40 mm sand over;Black nylon membrane over;FILL: Brown sand and gravelchanging to silt with trace gravel,clayey silt pockets, plastic and rockfragments, brown with black staining,moist

END OF BOREHOLE

March 14, 2013

Manual SPT

Finished floor elevation of gym (100.00 m)

Drill Type:

Datum:

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby Tube

Field Vane TestS

Combustible Vapour Reading

Natural Moisture

Plastic and Liquid Limit

Undrained Triaxial at% Strain at Failure

Penetrometer

Location:

Date Drilled:

50 George Street South, Toronto, Ontario

Combustible Vapour Reading (ppm)

ELEV.m

100.00 10 20 30

Soil Description

NaturalUnit

WeightkN/m3

Natural Moisture Content %Atterberg Limits (% Dry Weight)

100

kPaShear Strength20 40 60 80

200

25 50 75SPT (N Value)

Dep

th (

m)

Sam

ple

Gro

undw

ater

Soi

l/Roc

kS

ymbo

l

Drawing No.

of

Log of Borehole 11

New identity of Trow Associates Inc.

WaterLevel(m)

Hole Opento (m)

12

Sheet No.Geotechnical Investigation

On completion No free water 1.27

BRM-00603212-B0

Project: 1

0

1

2

3

1

Project No.

ElapsedTime

Brampton

Notes:

1. Borehole advanced to completion at ~3.1 m depth by conventional soil sampling methods using

a specialist drilling subcontractor. For borehole definitions, see notes prior to logs.

2. This drawing forms part of and must be read in conjunction with the subject report (Ref. No.:

BRM-00603212-B0); borehole data requires interpretation assistance by exp professional staff

before use by others.

LAG

WG

L02E

XP

BH

LO

GS

.GP

J N

EW

.GD

T 3

/28

/13

18

13

11

5