final factual geotechnical report - wx.toronto.ca · the core to allow a visual examination of the...

R. V. Anderson Associates Limited

Contract PM4A – 2018 – Site No. 1 Martin Grove Road – Watermain Replacement

Final Factual Geotechnical Report

Date: July 10, 2018 Ref. N°: 124-P-00014341-0-01-101-GE-R-001-01

TABLE OF CONTENTS

124-P-00014341-0-01-101-GE-R-001-01

CONTRACT PM4A – 2018 – S ITE NO. 1 : MARTIN GROVE ROAD – WATERMAIN REPLACEMENT

i

1 INTRODUCTION ...................................................................................................................................... 1

2 PROJECT METHODOLOGY ................................................................................................................. 2

3 LABORATORY TESTING ....................................................................................................................... 3

4 PAVEMENT CONDITIONS..................................................................................................................... 3

5 SUBSOIL CONDITIONS .......................................................................................................................... 4

5.1 TOPSOIL ............................................................................................................................. 4 5.2 SILTY CLAY ........................................................................................................................ 4 5.3 FILL (SAND, SAND and GRAVEL, SILTY SAND, SILTY CLAY) ...................................... 5 5.4 SANDY SILT ....................................................................................................................... 5 5.5 SAND TO SILTY SAND ...................................................................................................... 5 5.6 GRAVELLY SAND .............................................................................................................. 6 5.7 TILL (SILTY CLAY) ............................................................................................................. 6

6 GROUNDWATER MEASUREMENTS .................................................................................................. 7

7 ENVIRONMENTAL ANALYSIS RESULTS.......................................................................................... 7

8 ASBESTOS FIBRE TESTING RESULTS .............................................................................................. 9

9 GENERAL COMMENTS ......................................................................................................................... 9

Tables

Table 1 Summary of Pavement Structure .......................................................................................................... 4

Table 2 Summary of Gradation Results – Fill ..................................................................................................... 5

Table 3 Summary of Gradation Results – Sandy Silt ......................................................................................... 5

Table 4 Summary of Gradation Results – Sand to Silty Sand ............................................................................ 6

Table 5 Summary of Gradation Results – Gravelly Sand ................................................................................... 6

Table 6 Summarises the measured ground water levels in each piezometer. ................................................... 7

Table 7 Summary of Environmental Testing Exceedances ................................................................................ 8

Table 8 Soil Corrosivity Results ......................................................................................................................... 8

Appendices

Appendix 1 Borehole/Core Location Drawings

Appendix 2 Borehole Logs

Appendix 3 Laboratory Testing Results

Appendix 4 Environmental Testing Results

Appendix 5 Asbestos Testing Results

124-P-00014341-0-01-101-GE-R-001-01


ii

Property and Confidentiality

“This document is the property of Englobe Corp. and, as such, is protected under Copyright Law. It can only be used for the purposes mentioned herein.

Any reproduction or adaptation, whether partial or total, is strictly prohibited without having obtained Englobe’s and its client’s prior written authorization to

do so.

Test results mentioned herein are only valid for the sample(s) stated in this report.

Englobe’s subcontractors who may have accomplished work either on site or in laboratory are duly qualified as stated in our Quality Manual’s procurement

procedure. Should you require any further information, please contact your Project Manager.”

REVISION AND PUBLICATION REGISTER

Revision N° Date Modification And/Or Publication Details

0A 2018-01-05 Submission of Draft Factual Geotechnical Report

0B 2018-03-07 Submission of Draft Factual Geotechnical Report based on client comments

0C 2018-04-26 Submission of Draft Factual Geotechnical Report based on client comments

00 2018-05-30 Submission of Final Factual Geotechnical Report based on client comments

01 2018-07-10 Submission of Final Factual Geotechnical Report based on client comments

- Addition of water level readings

124-P-00014341-0-01-101-GE-R-001-01


1

1 INTRODUCTION

Englobe Corp. has completed a geotechnical investigation for the proposed watermain

replacement on Martin Grove Road from 165m north of Rathburn Road to Eglinton Avenue

West. The geotechnical investigation was completed at the request of Jessica Li, P.Eng of

R.V. Anderson Associates Limited for Contract PM4A – 2018 – Site No. 1.

The purpose of this geotechnical investigation was to determine the subsoil types and

groundwater conditions within the project limits, and obtain samples for laboratory examination

and testing. Representative soil samples were also selected by Englobe and submitted for

environmental analysis. In addition, core samples of the asphalt concrete in the areas of

proposed watermain replacements were obtained for asbestos testing.

The geotechnical discussion and recommendations are compiled in a separate Englobe report

Geotechnical Discussion and Recommendations Report

124-P-00014341-0-01-101-GE-R-002-01.

124-P-00014341-0-01-101-GE-R-001-01


2

2 PROJECT METHODOLOGY

The geotechnical investigation for this project followed the procedure outlined in the following

paragraphs.

Subsequent to obtaining service clearances and cut permits, thirty two (32) asphalt cores (C-1

to C-32) were taken and twenty (20) borehole (BH-1 to BH-20) were advanced to a depth

ranging from 5 m to 8.2 m within the project limits. The locations of the boreholes and cores

are indicated on the attached Borehole/Core Location Drawings (Appendix 1, Drawings 1 to 9)

with the Borehole Logs provided in Appendix 2. The boreholes were drilled from November 20,

2017 to November 24, 2017, using continuous flight solid stem auger equipment supplied by

Drilltech Drilling Limited operated under the continuous supervision of an Englobe field

technician.

Subsoil samples were recovered at regular intervals of depth using a 50 mm O.D. split-barrel

sampler driven into the subsoil in accordance with the Standard Penetration Test (SPT)

procedure (ASTM D1586). The recovered subsoil samples were visually examined in the field

and then preserved and transported to the Englobe Toronto laboratory for examination and

testing. Groundwater observations were carried out in the open borehole upon completion of

the field work. In five (5) boreholes, water was encountered during drilling, subsequently,

25mm piezometers were installed in these five boreholes (BH-1, BH-2, BH-4, BH-5 and BH-17)

to measure the stabilized water level. The remaining borehole were promptly backfilled upon

completion of drilling in accordance with Ontario Regulation 468/10.

In the laboratory, each soil sample was examined as to its visual and textural characteristics by

the Project Engineer. Moisture content determinations were carried out on all granular

base/subbase and subgrade soil samples. Grain size analysis and hydrometer testing were

conducted on five (5) selected soil samples.

Twenty (20) representative subsoil sample from the boreholes was selected by Englobe and

submitted to Eurofins for environmental analysis in accordance with Ontario Regulation 153/04

(as amended by Ontario Regulation 511/09) for metals and inorganic parameters. Additionally,

the same twenty (20) sample was submitted to Eurofins for environmental analysis in

accordance with Ontario Regulation 347 (as amended by O. Reg, 558/00), TCLP Leachate

Extraction Procedures for classification for disposal purposes. In addition, five (5) soil samples

were selected and submitted to Eurofins for Corrosivity package. The complete environmental

testing results, including Eurofins Certificates of Analysis are attached in Appendix 4.

Thirty-two (32) asphalt concrete cores were obtained by Englobe to determine the asphalt

concrete thicknesses and to check for the presence of asbestos fibres in the existing asphalt

concrete. The tested cores were cut vertically into two halves with a composite of one half of

the core tested to determine if fibres were present. If fibres were observed, additional testing

was completed to determine the lifts where the fibres were found. Any observed fibres were

124-P-00014341-0-01-101-GE-R-001-01


3

carefully packaged and delivered to Pinchin Environmental for classification in accordance with

Ontario regulatory requirements (NIOSH 9002, I.R.S.T. 244-3). Core locations are shown on

the Borehole/Core Location Drawings in Appendix 1, with asbestos testing results provided in

Appendix 5.

3 LABORATORY TESTING

Soil samples recovered during this investigation were preserved and transported to the

Englobe Toronto laboratory for additional testing. Moisture content testing was completed on

all recovered samples with the results plotted on the borehole logs attached in Appendix 2.

Five (5) representative samples were selected and tested to determine their gradation and

hydrometer analysis. The complete laboratory test results are included in Appendix 3.

The soil samples will be stored for a period of three months from the date of reporting. After

this time, they will be discarded unless arrangements are made for extended storage.

4 PAVEMENT CONDITIONS

The approximate corehole locations are indicated on the attached Borehole Location Drawings

in Appendix 1, with the Borehole Logs provided in Appendix 2. The core thicknesses are

detailed in Appendix 5. The general pavement conditions are outlined briefly below.

A flexible pavement structure was observed on from approximately 165m north of Rathburn

Road to Nottinghill Gate. A composite pavement structure was observed from approximately

north of Notthinghill Gate to Eglinton Ave West. The average pavement structure thicknesses

are summarized in Table 1.

124-P-00014341-0-01-101-GE-R-001-01


4

Table 1 Summary of Pavement Structure

ROADWAY ASPHALT CONCRETE

BOREHOLES and

COREHOLES

(AVERAGE)

mm

PORTLAND CEMENT

CONCRETE BOREHOLES

and COREHOLES

(AVERAGE)

mm

GRANULAR BASE/

SUBBASE

(AVERAGE)

mm

Martin Grove Road (C-1 to C-25)

165m north of Rathburn Road to approximately

Nottinghill Gate

175 to 215

(190) -

180 to 610

(430) Martin Grove Road (C-25 to C-29 and C-31)

Approximately Nottinghill

Gate to Eglinton Ave West

80 to 100

(91)

180 to 220

(204)

Eglinton Ave West (C-29, C-30 and C-32)

200 to 335

(282) - -

5 SUBSOIL CONDITIONS

The approximate borehole locations are indicated on the attached Borehole Location Drawing

in Appendix 1, with the Borehole Logs provided in Appendix 2. The general subsoil conditions

are outlined briefly below.

5.1 TOPSOIL

Borehole BH-19 and BH-20 were drilled off-road, due to presence of utilities on the road.

Topsoil encountered at these borehole locations had a thickness of approximately 200 mm.

5.2 SILTY CLAY

A native silty clay was observed under the payment structure in BH-2, BH-16, BH-17; and

under the topsoil in BH-19 and BH-20. The thickness of the silty clay layer ranges from 0.3 m

to 1.5 m. The silty clay was stiff to very stiff in consistency, having SPT ‘N’ values ranging from

13 to 24 blows per 300 mm penetration. The in-situ moisture content of this material ranged

from 8 to 22 (moist) percent.

124-P-00014341-0-01-101-GE-R-001-01


5

5.3 FILL (SAND, SAND AND GRAVEL, SILTY SAND, SILTY CLAY)

A fill layer composed of sand/sand and gravel/silty sand/silty clay was encountered in

boreholes BH-1 to BH-15 (except BH-2, BH-7, BH-8, BH-10, BH-12, BH-14) below the

pavement layer. The thickness of the fill layer ranges from 0.8 m to 5.1 m.

The cohesionless fill was very loose to compact in relative density, having SPT ‘N’ values

ranging from 3 blows per 300 mm to 28 blows per 300 mm penetration. The in-situ moisture

content of this material ranged from 3 (moist) to 15 (very moist) percent.

The cohesive fill was firm to stiff in consistency, having SPT ‘N’ values ranging from 6 blows

per 300 mm to 20 blows per 300 mm penetration. The in-situ moisture content of this material

ranged from 10 to 19 (moist) percent.

The laboratory test results are presented in Appendix 3. A summary of testing for this layer is

briefly outlined in Table 2.

Table 2 Summary of Gradation Results – Fill

BOREHOLE NO. SAMPLE NO.

GRAIN SIZE DISTRIBUTION ANALYSES,%

GRAVEL SAND FINES

SILT CLAY

BH-5 SS5 21 41 26 12

5.4 SANDY SILT

A native sandy silt was observed under the fill layer in BH-1; under the native silty clay in BH-2;

and under the till layers in BH-17 & BH-18. In BH-1, the sandy silt also underlay the native

sand layer. The sandy silt was compact to dense in relative density, having SPT ‘N’ values

ranging from 10 to 56 blows per 300 mm penetration. The in-situ moisture content of this

material ranged from 8 (moist) to 26 (wet) percent.



Table 3 Summary of Gradation Results – Sandy Silt



GRAVEL SAND FINES

SILT CLAY

BH-2 SS7 0 44 52 4

5.5 SAND TO SILTY SAND

A native sand to silty sand layer was observed from BH-1 to BH-15 (except BH-2); under the

sandy silt layer in BH-1; under the gravelly sand in BH-3, BH-14; under the pavement structure

124-P-00014341-0-01-101-GE-R-001-01


6

in BH-12; under the fill layer in BH-4 to BH-6 & BH-11 to BH-15, under the till layer in (BH-7 to

10). This layer extends to the termination depths of all the boreholes from BH-3 to BH-15. The

sand to silty sand layer was compact to very dense in relative density, having SPT ‘N’ values

ranging from 11 per 300 mm penetration to 50 blows per 250 mm of penetration. The in-situ

moisture content of this material ranged from 2 (moist) to 22 (wet) percent.



Table 4 Summary of Gradation Results – Sand to Silty Sand



GRAVEL SAND FINES

SILT CLAY

BH-1 SS6 18 70 9 3

BH-3 SS6 0 87 10 3

5.6 GRAVELLY SAND

Isolated pockets of gravelly sand layer was observed above the sand to silty sand layer in BH-

3, BH-14 and BH-17. The thickness of the gravelly sand layer ranged from 1.6 m and 2.2 m,

respectively. The gravelly sand layer was compact to very dense in relative density, having

SPT ‘N’ values ranging from 16 to 60 blows per 300 mm of penetration. The in-situ moisture

content of this material ranged from 2 to 16 (moist) percent.



Table 5 Summary of Gradation Results – Gravelly Sand



GRAVEL SAND FINES

SILT CLAY

BH-17 SS3 39 51 7 3

5.7 TILL (SILTY CLAY)

A native till layer consisting of silty clay was observed in BH-7 to BH-10 and from BH-16 to BH-

20. In BH-7 to BH-10, the till was sandwiched between the pavement structures and/or fill and

the sand to silty sand layer. In BH-16 to BH-20, the till layer was observed, under the pavment

structure and/or the silty clay layer. This layer extends to the termination depths in BH-16, BH-

19 and BH-20. The till layer was Stiff to Hard in consistency, having SPT ‘N’ values ranging

from 14 blows per 300 mm penetration to 50 blows per 130 mm of penetration. The in-situ

moisture content of this material ranged from 3 to 22 (moist) percent.

124-P-00014341-0-01-101-GE-R-001-01


7

6 GROUNDWATER MEASUREMENTS

A total of five (5) 25mm Piezometers were installed in BH-1, BH-2, BH-4, BH-5 and BH-17, due

to water accumulations in the boreholes during drilling. The remaining boreholes were

observed to be dry upon the completion of drilling. To measure the stabilized groundwater

level at the site, water readings were taken after at least one (1) week of installation of the well.

Subsequently two water level readings were taken at the well locations on May 3rd and July 4th,

2018. Stabilized groundwater was encountered at depths in the range of 3.22 to 4.52 mbgs.

Table 6 Summarises the measured ground water levels in each piezometer.

BOREHOLE NO. SCREEN DEPTH, mbgs

GROUNDWATER LEVEL, MBGS

NOV 29 & DEC 11, 2017

GROUNDWATER LEVEL, MBGS MAY 03, 2018

GROUNDWATER LEVEL, MBGS JULY 04, 2018

BH-1 6.1 – 7.6 4.5 4.26 4.52

BH-2 6.1 – 7.6 3.9 3.63 3.86

BH-4 3.0 – 4.6 3.6 3.36 3.52

BH-5 6.1 – 7.6 3.6 3.22 3.43

BH-17 6.1 – 7.6 4.4 3.83 4.22

7 ENVIRONMENTAL ANALYSIS RESULTS

None of the soil samples which were extracted from the boreholes exhibited any visible or

olfactory evidence of chemical contamination. Twenty (20) subsoil sample were selected by

Englobe and submitted to Eurofins for environmental analysis (metals and inorganic

parameters) in accordance with Ontario Regulation 153/04 (as amended by Ontario Regulation

511/09). The bulk analysis results were then compared with O.Reg.153/04 Table 3 criteria, as

amended by O.Reg. 511/09 (Full Depth Generic Site Condition Standards in a Non-Potable

Ground Water Condition for Residential/Parkland/Institutional Property Use). The complete

environmental analysis results, including the Eurfins Certificate of Analysis, are given in

Appendix 4. The analysis did not indicate any exceedances of the parameters tested except

for Electrical Conductivity and Sodium Adsorption Ratio. The analysis did not indicate any other

exceedances of the parameters tested. Table 7 summarizes Sodium Adsorption Ratio (SAR)

and Electrical Conductivity (EC) exceedances from the tested samples; the somewhat higher

SAR and EC values can likely be attributed to the presence of road salts below the roadway

pavement structure at the location of these boreholes.

The same samples was also tested in accordance with Ontario Regulation 347 as amended by

O.Reg.558/00. The TCLP sample results were compared with Ontario Regulation 347 (as

amended by O.Reg.558/00) Schedule 4 criteria (Leachate Quality Criteria). There were no

exceedances of Schedule 4 Leachate Quality criteria and as such, any excess materials

124-P-00014341-0-01-101-GE-R-001-01


8

generated at the site would be classified as non-registrable and non-hazardous, for disposal

purposes.

Table 7 Summary of Environmental Testing Exceedances

SAMPLE NO EC SAR

BH-1 SS2 BH-2 SS3 BH-3 SS5 BH-4 SS2 - BH-5 SS4 - BH-6 SS4 BH-7 SS3 BH-8 SS3 BH-9 SS2

BH-11 SS3 BH-12 SS2 BH-13 SS2 - BH-14 SS3 BH-15 SS2 BH-16 SS2 - BH-17 SS4 - BH-18 SS3 BH-20 SS3 -

In addition Eight (5) soil samples were selected and submitted to Eurofins for soil corrosivity

testing. One sample BH-4 SS3 showed elevated levels of sulphate. Subsequently, three (3)

additional samples were submitted for sulphate testing to better delineate the extent of

exceedance. Table 8 summarize the corrosivity parameters results, see Appendix 4 for details.

Table 8 Soil Corrosivity Results

SAMPLE NO. CHLORIDE

(%) EC

(MS/CM) PH

RESISTIVITY (2:1)

(OHM.CM)

SULPHATE (%)

REDOX POTENTIAL

(mV)

SULPHIDE (UG/G)

BH-4 SS1 - - - - 0.01 - -

BH-4 SS1 - - - - <0.01 - -

BH-4 SS3 0.016 2.30 7.76 435 1.22 236 2

BH-4 SS5 - - - - 0.56 - -

BH-8 SS4A 0.016 0.41 8.94 2440 0.01 195 1

BH-11 SS5 0.032 0.47 9.17 2130 <0.01 194 1

BH-15 SS4 0.019 0.52 9.31 1920 <0.01 188 1

BH-17 SS5 0.004 0.24 9.44 4170 <0.01 186 <1

124-P-00014341-0-01-101-GE-R-001-01


9

8 ASBESTOS FIBRE TESTING RESULTS

Thirty-Two (32) asphalt concrete cores were taken along the roadway section close to the

proposed alignment of the watermain replacement to determine if asbestos fibres are present

in the existing asphalt concrete. Extraction was carried out on a composite of all of the lifts on

the core to allow a visual examination of the retained material.

After extraction, no asbestos fibres were observed to be present in the retained material from

the composite core samples and no further testing was completed. The complete asbestos

testing results are given in Appendix 5.

9 GENERAL COMMENTS

The comments provided in this report have been developed for the use of R. V. Anderson

Associates Limited and the City of Toronto. It should be noted that the soil boundaries

indicated on the borehole logs are inferred from non-continuous sampling and observations

during drilling and should not be interpreted as exact planes of geological change. These

boundaries are intended to reflect approximate transition zones for the purpose of geotechnical

design. Also, the subsoil and groundwater conditions have been determined at the borehole

locations only. Additional boreholes and/or test pits would be necessary to determine the

localized conditions between boreholes. Contractors bidding on, or undertaking the works,

must conduct their own investigations, and interpretations of the factual borehole data, and

draw their own conclusions as to how the subsoil and groundwater conditions may affect their

construction techniques, scheduling and costs.

It is further noted that, depending on the time of year the field work was completed, water

levels should be expected to vary, perhaps significantly from those observed at the time of this

investigation.

Appendix 1 Borehole/Core Location Drawings

Appendix 2 Borehole Logs

ASPHALT CONCRETE (190 mm)SAND AND GRAVEL (GranularBase/Subbase, 420 mm): brown, moistFILL: sand, some silt, some gravel, loose,brown, very moist

SANDY SILT: some gravel, compact,brown to grey, moist

SAND: some gravel to gravelly, trace silt,compact, grey, saturated

SS6: Gr: 18%, Sa: 70%, Si: 9%, Cl: 3%

SANDY SILT: some gravel, compact, grey,very moist to wet

Terminated at 8.2 m

Borehole advanced using continuous flightsolid stem augering equipment onNovember 20, 2017 by Drilltech DrillingLimited.

Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test

Shelby TubeShear Strength byPenetrometer Test

Undrained Triaxial at% Strain at Failure

0

S

Location:

515

Shear Strength byVane Test

20/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, approx 62 m south of south curb line of Savalon Ct, Northbound Lane, 2.65 m West

of East curb line

10

Natural Moisture Content

of

Englobe

1 1

10 20 30

kPaNatural Moisture Content %

Atterberg Limits (% Dry Weight)

Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon CompletionDec 11, 2017May 3, 2018July 4, 2018

LOG OF No. BH-1

Sheet No.

1

20 40 60 80

50 100 150 200

Standard Penetration Test N Value

ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01

Geotechnical Investigation, 2018-01 - Martin Grove Road

SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

4.74.54.34.5

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (180 mm)SAND AND GRAVEL (GranularBase/Subbase, 430 mm): brown, moistSILTY CLAY: some sand, some gravel,very stiff, brown, moist

SANDY SILT: trace gravel, compact,brown to grey, moist to wet

turns wet

SS7: Gr: 0%, Sa: 44%, Si: 52%, Cl: 4%

Terminated at 8.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


20/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, By side of House #10, Southbound Lane, 2.65 m East of West curb, approx. 18 m

Sothwest of Savalon Court

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon CompletionNov 29, 2017May 3, 2018July 4, 2018

LOG OF No. BH-2

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

4.63.93.63.9

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (170 mm)SAND AND GRAVEL (GranularBase/Subbase, 440 mm): brown, moistFILL: silty clay, trace sand, some gravel,firm, brown to dark grey, moist

GRAVELLY SAND: trace silt, compact,brown, moist to very moist

SAND: some silt, very dense, grey, moistto saturated

SS6: Gr: 0%, Sa: 87%, Si: 10%, Cl: 3%

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


20/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In front of House #327, Northbound Lane, 1.75 m West of East curb

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-3

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (170 mm)SAND AND GRAVEL (GranularBase/Subbase, 305 mm): brown, moistFILL: silty clay, trace sand, some gravel,very stiff, brown, moist

FILL: sand, some gravel, compact, grey,moist

FILL: silty clay, trace sand, some gravel,firm, grey, moist

SAND: trace silt, trace gravel, very dense,grey, moist to wet

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


21/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, 1.85 m West of East curb, Northbound Lane, 20 m south of south curb line of Parking

lot

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon CompletionDec 11, 2017May 3, 2018July 4, 2018

LOG OF No. BH-4

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

3.33.63.43.5

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (170 mm)SAND AND GRAVEL (GranularBase/Subbase, 305 mm): brown, moistFILL: sand and gravel, some silt to silty,loose to compact, brown, moist to verymoist

SS5: Gr: 21%, Sa: 41%, Si: 26%, Cl: 12%

FILL: silty sand, some gravel, loose tocompact, brown to grey, vey moist

SILTY SAND: some gravel, dense to verydense, grey, saturated

Terminated at 8.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


23/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, 1.60 m East of West curb, Southbound Lane, approx. 5 m south of south curb line of

Parking lot

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time


LOG OF No. BH-5

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

2.43.63.23.4

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (180 mm)SAND AND GRAVEL (GranularBase/Subbase, 460 mm): brown, moist

FILL: silty clay, trace sand, trace gravel,firm, brown, moist

SILTY SAND, some gravel, compact,brown, moist

SAND: some gravel to gravelly, compact,brown to grey, vey moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


23/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, 1.7 m West of East curb, Northbound Lane, Approximately 15 m west of Pole# P341

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-6

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18


TILL: silty clay, trace sand, trace gravel,stiff, brown, moist

SILTY SAND: trace gravel, compact todense, brown, moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


23/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, 2.05 m West of East Curb Line, on the back of 128 Ravenscrest Drive, Northbound

Lane, approx. 10 m west of Pole# P351

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-7

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18


TILL: silty clay, trace sand, trace gravel,very stiff, brown, moist

SILTY SAND: trace gravel, compact tovery dense, brown, moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


21/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, 0.90 m West of East Curb Line, on the back of 101 Glen Agar Drive, Northbound

Lane.

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-8

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (210 mm)SAND (Granular Base/Subbase, 610 mm):brown, moist

FILL: silty clay, trace sand, trace gravel,stiff, brown, moist

TILL: silty clay, trace sand, trace gravel,hard, grey, moist

SAND: some silt, trace gravel, very dense,grey, moist

Terminated at 5.0 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


21/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In Front of House #395, Northbound Lane, 0.75 m West of East Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-9

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

/0.23

/0.25

ASPHALT CONCRETE (200 mm)SAND AND GRAVEL (GranularBase/Subbase, 400 mm): brown, moistTILL: silty clay, some sand, trace gravel,stiff to very stiff, brown, moist

SAND: trace silt, trace gravel, very dense,brown, moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


22/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In front of house #452, Southbound Lane, 1.50 m East of West Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-10

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

/0.28

ASPHALT CONCRETE (200 mm)SAND AND GRAVEL (GranularBase/Subbase, 304 mm): brown, moistFILL: sand and gravel, some silt, compact,brown, moist

FILL: sand, some trace gravel, loose tocompact, brown, moist to very moist

SAND: trace silt, trace gravel, very dense,brown, very moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


24/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In front of house #405, Southbound Lane, 2.50 m East of West Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-11

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18


SAND: some silt to silty, trace gravel,compact to very dense, brown, moist towet

Terminated at 8.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


23/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In front of House # 425, Northbound Lane, 2.4 m West of East Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-12

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18


FILL: silty sand, some gravel, very loose tocompact, brown, moist

SAND: some silt to silty, trace gravel,compact to dense, brown, moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


24/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In front of House # 494, Southbound Lane, 1.9 m East of West Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-13

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18


GRAVELLY SAND: trace silt, dense tovery dense, brown, moist

SAND: some silt, trace gravel, dense tovery dense, brown, moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


23/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, In front of House # 457, Northbound Lane, 1.95 m West of East Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-14

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18


FILL: sand and gravel, some silt, loose tocompact, brown, moist

SAND: some silt to silty, trace gravel,dense to very dense, brown, moist

Terminated at 8.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


24/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, Approx. 17 m north of the north edge of driveway of House # 514, Southbound Lane,

2.1 m East of West Curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-15

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

/0.25

ASPHALT CONCRETE (180 mm)SAND AND GRAVEL (GranularBase/Subbase, 250 mm): brown, moistSILTY CLAY: some sand, trace gravel,very stiff, brown, moistTILL: silty clay, some gravel to gravelly,contains cobbles, dense to very dense,brown, moist

Terminated at 5.0 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


23/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, approx. 70 m south of south curb line of Winterton Drive, Northbound Lane, 1.7 m

west of east curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-16

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

/0.28

ASPHALT CONCRETE (180 mm)SAND AND GRAVEL (GranularBase/Subbase, 180 mm): brown, moistSILTY CLAY: some sand, trace gravel, stiffto very stiff, brown, moist

GRAVELLY SAND: trace silt, dense,brown, moistSS3: Gr: 39%, Sa: 51%, Si: 7%, Cl: 3%

TILL: silty clay, trace gravel, containscobbles, dense to very dense, brown, moist

SANDY SILT: trace gravel, compact todense, brown to grey, moist to saturated

Terminated at 8.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


24/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, approx. 1.5 m south of south curb line of Nottinghill Gate, Southbound Lane, 1.65 m

east of west curb Line

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time


LOG OF No. BH-17

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

3.64.43.84.2

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

ASPHALT CONCRETE (100 mm)PORTLAND CEMENT CONCRETE (210mm)TILL: silty clay, some sand, trace gravel,contains sand pockets, very stiff to veryhard, brown, moist

SANDY SILT: trace gravel, dense, brown,moist

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


22/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, Northbound Lane, 1.65 m West of East Curb Line, 20 m North of Pole # P521.

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-18

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

/0.25

/0.13

TOPSOIL (200 mm)SILTY CLAY: trace sand, trace gravel,contains organics and rootleets, stiff,brown, moist

TILL: silty clay, some sand, trace gravel,hard to very hard, brown to grey, moist

turns grey

Terminated at 5.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


22/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, Approx 6.8 m East of East Curb Line, approx. 40 m south of south curb line of

Eglinton Ave West.

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-19

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

TOPSOIL (200 mm)SILTY CLAY: trace sand, trace gravel,contains organics and rootleets, stiff,brown, moist

TILL: silty clay, some sand, trace gravel,hard to very hard, brown to grey, moist

turns grey

Terminated at 8.2 m


Date Drilled:

Drill Type:

Datum:

Split Spoon Sample

Auger Sample

SPT (N) Value

Dynamic Cone Test



0

S

Location:

515


22/11/2017

Solid Stem Augers

Assumed

Atterberg Limits

Martin Grove Road, Approx 6.9 m West of West curb Line, approx. 70 m north of north curb line of

Eglinton Ave West.

10


of

Englobe

1 1

10 20 30



Project No.

Project:

Logg

ed B

y: S

.Ahs

an

C

hec

ked

By:

Q.C

heem

a

Open

Time

Upon Completion

LOG OF No. BH-20

Sheet No.

1

20 40 60 80

50 100 150 200


ELEV.m

WaterLevel(m)

SAMPLES

P-0014341-0-01


SOIL DESCRIPTIONGWL

SYMBOL

Depth toCave(m)

DRAWING No.

DEPTH

Shear Strength

Dry

NaturalUnit

WeightkN/m3

0

1

2

3

4

5

6

7

8

LOG

A G

WW

L02_

EN

GLO

BE

P

-001

4341

-201

8-01

RV

A,

MA

RT

IN G

RO

VE

RO

AD

.GP

J L

OG

A G

WG

L02.

GD

T

10/7

/18

Appendix 3 Laboratory Testing Results

PROJECT: -

ROS ID: PROJECT/LOCATION:

0.037 6.8

0.026 5.7

0.017 5.0

0.010 4.1

0.007 3.3

0.005 2.8

0.003 2.3

0.001 1.5

Plastic Limit

Liquid Limit

Plastic Index

25.6

11.4Low

89.6

86.5

84.7

79.4

19.0

78.4

13.2

Geotechnical Investigation/ Martin Grove Road

2.8

81.6

2.36

1.18

% PASSING

SA, Englobe

37.5Gravelly Sand, trace silt, trace clay

SAMPLE DESCRIPTION:

100.0

DIAMETERmmSplit Spoon

ATTERBERG LIMITS, %

4.75

76.2

9.5

2017-11-20

SUSCEPTIBILITY TO FROST HEAVING: 0.075

0.60

0.30% Clay ( <5 μm):

70.1

GRAIN SIZE ANALYSIS AND HYDROMETER TEST REPORT

BH1-SS6 HYDROMETER ANALYSIS

MTO LS-602, 702, AND 703/704

100.0

P-0014341-01

SAMPLING DEPTH, m

SAMPLING LOCATION:

CLIENT/JOB NAME:

GRAIN SIZE ANALYSIS

SAMPLED BY:

4.6 m to 5.2 m

53.0

SIEVE SIZEmm

R.V. Anderson Associates Ltd. CONTRACT NUMBER:

72700

SAMPLING METHOD:% PASSING

% GRAVEL ( > 4.75 mm):

% SAND ( 75 μm to 4.75 mm):

18.4

8.7

0.15

GRAIN SIZE PROPORTIONS, %

26.5

SAMPLE RECEIVED DATE:

SAMPLING DATE:

66.5

2017-11-20

% Silt (5 μm to 75 μm):

100.0

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100

PE

RC

EN

T P

AS

SIN

G

PARTICLE SIZE, mm

PARTICLE SIZE DISTRIBUTION, MTO LS-702

CLAY

U.S. BUREAU OF SOILS CLASSIFICATION (AS USED IN MINISTRY OF TRANSPORTATION OF ONTARIO PAVEMENT DESIGNS)

SILTVERY FINE

SAND

UNIFIED SOILS CLASSIFICATION ASTM D 2487

FINE SANDMEDIUM

SANDCOARSE

SANDFINE

GRAVEL GRAVEL

FINES (SILT & CLAY) FINE SAND MEDIUM SAND COARSE SAND FINE GRAVEL COARSE GRAVEL

R 1.3.1 14/12/2017

PROJECT: -


0.037 21.1

0.026 12.0

0.017 7.8

0.010 5.9

0.007 4.4

0.005 3.5

0.003 2.9

0.001 2.0

Plastic Limit

Liquid Limit

Plastic Index

0.15


26.5


SAMPLING DATE:

99.4

2017-11-20


100.0

% GRAVEL ( > 4.75 mm):

% SAND ( 75 μm to 4.75 mm):

0.0

51.7

SAMPLED BY:

6.1 m - 6.7 m

53.0

SIEVE SIZEmm


72700




MTO LS-602, 702, AND 703/704

100.0

P-0014341-01

SAMPLING DEPTH, m

SAMPLING LOCATION:

CLIENT/JOB NAME:

GRAIN SIZE ANALYSIS


0.60

0.30% Clay ( <5 μm):

44.8

Sandy Silt, trace ClaySAMPLE DESCRIPTION:

100.0


ATTERBERG LIMITS, %

4.75

100.0

9.5

2017-11-20 13.2


3.5

100.0

2.36

1.18

% PASSING

SA, Englobe

37.5

83.5

55.2Moderate

100.0

100.0

100.0

100.0

19.0

100.0

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100

PE

RC

EN

T P

AS

SIN

G

PARTICLE SIZE, mm


CLAY


SILTVERY FINE

SAND


FINE SANDMEDIUM

SANDCOARSE

SANDFINE

GRAVEL GRAVEL


R 1.3.1 14-12-2017

PROJECT: -


0.037 8.2

0.026 7.2

0.017 6.3

0.010 5.2

0.007 4.2

0.005 3.5

0.003 2.9

0.001 2.0

Plastic Limit

Liquid Limit

Plastic Index

34.0

12.8Low

100.0

100.0

100.0

100.0

19.0

100.0

13.2


3.5

100.0

2.36

1.18

% PASSING

SA, Englobe

37.5SAND, trace siltSAMPLE DESCRIPTION:

100.0


ATTERBERG LIMITS, %

4.75

99.6

9.5

2017-11-20


0.60

0.30% Clay ( <5 μm):

87.2



MTO LS-602, 702, AND 703/704

100.0

P-0014341-01

SAMPLING DEPTH, m

SAMPLING LOCATION:

CLIENT/JOB NAME:

GRAIN SIZE ANALYSIS

SAMPLED BY:

4.6 m - 5.2 m

53.0

SIEVE SIZEmm


72700


% GRAVEL ( > 4.75 mm):

% SAND ( 75 μm to 4.75 mm):

0.0

9.3

0.15


26.5


SAMPLING DATE:

98.6

2017-11-20


100.0

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100

PE

RC

EN

T P

AS

SIN

G

PARTICLE SIZE, mm


CLAY


SILTVERY FINE

SAND


FINE SANDMEDIUM

SANDCOARSE

SANDFINE

GRAVEL GRAVEL


R 1.3.1 14-12-2017

PROJECT: -


0.037 25.0

0.026 20.8

0.017 17.8

0.010 15.3

0.007 13.4

0.005 12.4

0.003 11.5

0.001 8.6

Plastic Limit

Liquid Limit

Plastic Index

54.1

38.5Low

100.0

92.8

85.0

75.0

19.0

71.9

13.2


12.4

78.9

2.36

1.18

% PASSING

SA, Englobe

37.5Gravelly Silty Sand, some claySAMPLE DESCRIPTION:

100.0


ATTERBERG LIMITS, %

4.75

68.7

9.5

2017-11-20


0.60

0.30% Clay ( <5 μm):

40.4



MTO LS-602, 702, AND 703/704

100.0

P-0014341-01

SAMPLING DEPTH, m

SAMPLING LOCATION:

CLIENT/JOB NAME:

GRAIN SIZE ANALYSIS

SAMPLED BY:

3.1 m to 3.7 m

53.0

SIEVE SIZEmm


72800


% GRAVEL ( > 4.75 mm):

% SAND ( 75 μm to 4.75 mm):

21.1

26.1

0.15


26.5


SAMPLING DATE:

63.6

2017-11-20


100.0

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100

PE

RC

EN

T P

AS

SIN

G

PARTICLE SIZE, mm


CLAY


SILTVERY FINE

SAND


FINE SANDMEDIUM

SANDCOARSE

SANDFINE

GRAVEL GRAVEL


R 1.3.1 14-12-2017

PROJECT: -


0.037 7.0

0.026 6.0

0.017 5.2

0.010 4.0

0.007 3.7

0.005 3.4

0.003 2.8

0.001 1.9

Plastic Limit

Liquid Limit

Plastic Index

13.8

10.4Low

100.0

88.3

78.6

50.1

19.0

40.3

13.2


3.4

61.1

2.36

1.18

% PASSING

SA, Englobe

37.5Gravelly Sandy, trace Silt, trace Clay

SAMPLE DESCRIPTION:

100.0


ATTERBERG LIMITS, %

4.75

29.5

9.5

2017-11-20


0.60

0.30% Clay ( <5 μm):

50.6



MTO LS-602, 702, AND 703/704

100.0

P-0014341-01

SAMPLING DEPTH, m

SAMPLING LOCATION:

CLIENT/JOB NAME:

GRAIN SIZE ANALYSIS

SAMPLED BY:

1.5 m to 2.1 m

53.0

SIEVE SIZEmm


72827


% GRAVEL ( > 4.75 mm):

% SAND ( 75 μm to 4.75 mm):

38.9

7.1

0.15


26.5


SAMPLING DATE:

20.6

2017-11-20


100.0

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100

PE

RC

EN

T P

AS

SIN

G

PARTICLE SIZE, mm


CLAY


SILTVERY FINE

SAND


FINE SANDMEDIUM

SANDCOARSE

SANDFINE

GRAVEL GRAVEL


R 1.3.1 14-12-2017

Appendix 4 Environmental Testing Results

Dear Houshang Akbari:

Please find attached the analytical results for your samples. If you have any questions regarding this report, please do not

hesitate to call (613-727-5692).

Report Number: 1724241

Date Submitted: 2017-12-16

Date Reported: 2017-12-22

Project: P-0014341-0-01

COC #: 826801

Temperature (C): 6

Custody Seal:

Page 1 of 5

Client: EnGlobe Corp. (Toronto)

� � �� 1821 Albion Road, Unit 7

� � �� Toronto, ON

� � �� M9W 5W8

Attention: Houshang Akbari

Invoice to: EnGlobe Corp.

PO#:� �� A11039

Report Comments:

Certificate of Analysis

Addrine Thomas, Inorganics Supervisor

Eurofins Ottawa is accredited by CALA, Canadian Association for Laboratory Accreditation to ISO/IEC 17025 for tests which appear on our CALA scope of accreditation. It can be found at http://www.cala.ca/scopes/2602.pdf.Eurofins (Ottawa) is certified and accredited for specific parameters by OMAFRA, Ontario Ministry of Agriculture, Food and Rural Affairs (for farm soils). Licensed by Ontario MOE for specific tests in drinking water.Please note: Field data, where presented on the report, has been provided by the client and is presented for informational purposes only. Guideline values listed on this report are provided for ease of use (informational purposes) only. Eurofins recommends consulting the official provincial or federal guideline as required.

Addrine Thomas

2017.12.22

12:21:30 -05'00'

Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11039 Invoice to: EnGlobe Corp.

Report Number: 1724241 Date Submitted: 2017-12-16Date Reported: 2017-12-22Project: P-0014341-0-01COC #: 826801


O.Reg 153-T3-Res/Park-Coarse

Sample I.D. Analyte

Exceedence Summary

CriteriaUnitsResultGroup

Electrical ConductivityBH4-SS3 (5-7) mS/cm STD 0.72.30Misc/Others

Page 2 of 5146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1

Results relate only to the parameters tested on the samples submitted.Methods references and/or additional QA/QC information available on request.

MRL = Method Reporting Limit, AO = Aesthetic Objective, OG = Operational Guideline, MAC = Maximum Acceptable Concentration, IMAC = Interim Maximum Acceptable Concentration, STD = Standard, PWQO = Provincial Water Quality Guideline, IPWQO = Interim Provincial Water Quality Objective, TDR = Typical Desired Range




Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.

Analyte MRL Units GuidelineBatch No

Guideline = O.Reg 153-T3-Res/Park-Coarse

Misc/Others

0.016

2.30*

7.76

435

1.22

0.016

0.41

8.94

2440

0.01

0.032

0.47

9.17

2130

<0.01

0.019

0.52

9.31

1920

<0.01

0.004

0.24

9.44

4170

<0.01%0.01338543 SO4

ohm-cm1338543 Resistivity

2.00338543 pH

STD 0.7mS/cm0.05338543 Electrical Conductivity

%0.002338589 Chloride

1338152Soil

__:__2017-12-15BH17-SS5

(10-12)

1338151Soil

__:__2017-12-15BH15-SS4 (7.5-9.5)

1338150Soil

__:__2017-12-15BH11-SS5

(10-12)

1338149Soil

__:__2017-12-15BH8-SS4A (7.5-8.5)

1338148Soil

__:__2017-12-15BH4-SS3

(5-7)Analyte MRL Units Guideline


Batch No

Misc/Others

236

2

195

1

194

1

188

1

186

<1ug/g1338803 S2-

mV0338803 REDOX Potential

1338152Soil

__:__2017-12-15BH17-SS5

(10-12)

1338151Soil

__:__2017-12-15BH15-SS4 (7.5-9.5)

1338150Soil

__:__2017-12-15BH11-SS5

(10-12)

1338149Soil

__:__2017-12-15BH8-SS4A (7.5-8.5)

1338148Soil

__:__2017-12-15BH4-SS3

(5-7)Analyte MRL Units Guideline


Batch No

Subcontracted







QC % Rec

BlankAnalyte

Quality Assurance Summary

QCLimits

SpikeLimits

Spike % Rec

DuplicateLimits

Dup % RPD

Batch No

85-115 Electrical Conductivity <0.05 mS/cm

0 0-10101338543

90-110 pH 4.61 0 0-0.3100338543

Resistivity 338543

70-130 SO4 <0.01 % 90 13 -50-5080338543

90-110 Chloride 4101338589

REDOX Potential 099338803

S2- 0 338803







Prep aration Date

InstrumentAnalyte

Test Summary

Analysis Date

MethodAnalystBatch No

Electrical Conductivity338543 Cond-SoilC_FElectrical Conductivity Mete 2017-12-192017-12-19

pH338543 Ag SoilC_FpH Meter 2017-12-192017-12-19

Resistivity338543 Resistivity - soilC_FCalculation 2017-12-192017-12-19

SO4338543 AG SOILC_FManual 2017-12-192017-12-19

Chloride338589 C CSA A23.2-4BC_FManual 2017-12-192017-12-19

REDOX Potential338803 SUBCONTRACT-SA-INORGSDC2017-12-202017-12-20

S2-338803 SUBCONTRACT-SA-INORGSDC2017-12-202017-12-20










Project: COC #: 184244

Temperature (C): 9

Custody Seal:

Page 1 of 11




� � �� M9W 5W8



PO#:� �� A11007

Report Comments:

Sample Comment Summary

Sample ID: 1335222 BH 11-SS3 Metals spike acceptance limits apply only when the concentration of the matrix spike is greater than or equal to the concentration of the native analyte. Metals duplicate acceptance limits apply only where the average of the two duplicates is greater than five times the MRL.


Long Qu, Organics Supervisor


Charlie

Long Qu

2017.12.0

7 16:10:20

-05'00'


Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244


O.Reg 153-T3-Res/Park-Coarse

Sample I.D. Analyte

Exceedence Summary


Electrical ConductivityBH 11-SS3 mS/cm STD 0.70.75Misc/Others Sodium Adsorption RatioBH 11-SS3 STD 516.9Misc/Others

Electrical ConductivityBH 12-SS2 mS/cm STD 0.71.60Misc/Others Sodium Adsorption RatioBH 12-SS2 STD 58.21Misc/Others Sodium Adsorption RatioBH 13-SS2 STD 531.6Misc/Others


Electrical ConductivityBH 15-SS2 mS/cm STD 0.71.08Misc/Others Sodium Adsorption RatioBH 15-SS2 STD 514.6Misc/Others Sodium Adsorption RatioBH 16-SS2 STD 513.2Misc/Others Sodium Adsorption RatioBH 17-SS4 STD 57.41Misc/Others



Electrical ConductivityBH 20-SS3 mS/cm STD 0.71.76Misc/Others Electrical ConductivityBH 2-SS3 mS/cm STD 0.70.94Misc/Others

Sodium Adsorption RatioBH 2-SS3 STD 520.1Misc/Others Electrical ConductivityBH 3-SS5 mS/cm STD 0.71.60Misc/Others

Sodium Adsorption RatioBH 3-SS5 STD 55.33Misc/Others Sodium Adsorption RatioBH 4-SS2 STD 59.78Misc/Others Sodium Adsorption RatioBH 5-SS4 STD 56.47Misc/Others














Inorganics

<2

2

10

<1

<0.5

<5

<0.5

8

3

6

<0.03

4

<0.1

<1

6

<1

<1

1

8

<1

<0.5

<5

<0.5

5

2

4

<0.03

3

<0.1

<1

4

<1

<1

3

38

<1

<0.5

<5

<0.5

16

6

15

<0.03

8

<0.1

<1

15

<1

<1

3

21

<1

<0.5

<5

<0.5

11

4

15

<0.03

7

<0.1

<1

12

<1

<1

4

36

<1

<0.5

5

<0.5

15

7

19

<0.03

9

<0.1

<1

17

<1STD 2.4ug/g1337825 Selenium

STD 100ug/g1337890

Nickel STD 100ug/g1337825

STD 6.9ug/g1337825 Molybdenum

STD 0.27ug/g0.1337827

Mercury STD 0.27ug/g0.1337724

STD 120ug/g1337890

Lead STD 120ug/g1337825

STD 0.051ug/g0.03337640 Cyanide (CN-)

STD 140ug/g1337890

Copper STD 140ug/g1337825

STD 22ug/g1337825 Cobalt

STD 160ug/g1337890

Chromium Total STD 160ug/g1337825

STD 1.2ug/g0.5337825 Cadmium

STD 120ug/g5337825 Boron (total)

STD 1.5ug/g0.5337792 Boron (Hot Water Soluble)

STD 4ug/g1337825 Beryllium

STD 390ug/g1337890

Barium STD 390ug/g1337825

STD 18ug/g1337825 Arsenic

STD 7.5ug/g2337890

Antimony STD 7.5ug/g1337825

1335226Soil

Reg153__:__

2017-11-24BH 15-SS2

1335225Soil

Reg153__:__

2017-11-23BH 14-SS3

1335224Soil

Reg153__:__

2017-11-23BH 13-SS2

1335223Soil

Reg153__:__

2017-11-23BH 12-SS2

1335222Soil

Reg153__:__

2017-11-24BH 11-SS3

Analyte MRL Units Guideline


Batch No

Inorganics










Inorganics

<0.2

<1

<0.5

14

20

<0.2

<1

<0.5

10

10

<0.2

<1

<0.5

22

34

<0.2

<1

<0.5

12

40

<0.2

<1

<0.5

19

40STD 340ug/g2337825 Zinc

STD 86ug/g2337825 Vanadium

STD 23ug/g0.5337825 Uranium

STD 1ug/g1337825 Thallium

STD 20ug/g0.2337825 Silver

1335226Soil

Reg153__:__

2017-11-24BH 15-SS2

1335225Soil

Reg153__:__

2017-11-23BH 14-SS3

1335224Soil

Reg153__:__

2017-11-23BH 13-SS2

1335223Soil

Reg153__:__

2017-11-23BH 12-SS2

1335222Soil

Reg153__:__

2017-11-24BH 11-SS3

<1

3

21

<1

<0.5

<5

<0.5

10

4

13

<0.03

6

<0.1

<1

4

31

<1

<0.5

<5

<0.5

13

5

19

<0.03

5

<0.1

<1

3

51

<1

<0.5

<5

<0.5

20

8

17

<0.03

7

<0.1

<1

4

45

<1

<0.5

<5

<0.5

16

8

21

<0.03

9

<0.1

<1

4

56

<1

<0.5

6

<0.5

18

10

23

<0.03

9

<0.1STD 0.27ug/g0.1337724 Mercury

STD 120ug/g1337825 Lead


STD 140ug/g1337825 Copper


STD 160ug/g1337825 Chromium Total



STD 1.5ug/g0.5337938

Boron (Hot Water Soluble) STD 1.5ug/g0.5337792


STD 390ug/g1337825 Barium


STD 7.5ug/g1337825 Antimony

1335231Soil

Reg153__:__

2017-11-22BH 20-SS3

1335230Soil

Reg153__:__

2017-11-22BH 19-SS2

1335229Soil

Reg153__:__

2017-11-22BH 18-SS3

1335228Soil

Reg153__:__

2017-11-24BH 17-SS4

1335227Soil

Reg153__:__

2017-11-23BH 16-SS2



Batch No

Inorganics










Inorganics

<1

10

<1

<0.2

<1

<0.5

13

27

<1

11

<1

<0.2

<1

<0.5

24

23

<1

18

<1

<0.2

<1

<0.5

23

40

<1

19

<1

<0.2

<1

<0.5

21

40

<1

22

<1

<0.2

<1

<0.5

23






STD 2.4ug/g1337825 Selenium

STD 100ug/g1337825 Nickel


1335231Soil

Reg153__:__

2017-11-22BH 20-SS3

1335230Soil

Reg153__:__

2017-11-22BH 19-SS2

1335229Soil

Reg153__:__

2017-11-22BH 18-SS3

1335228Soil

Reg153__:__

2017-11-24BH 17-SS4

1335227Soil

Reg153__:__

2017-11-23BH 16-SS2

<1

3

29

<1

<0.5

<5

<0.5

12

5

21

<0.03

<1

4

49

<1

<0.5

<5

<0.5

17

6

19

<0.03

<1

2

38

<1

<0.5

<5

<0.5

14

6

14

<0.03

<1

3

34

<1

<0.5

<5

<0.5

12

5

13

<0.03

<1

4

22

<1

<0.5

<5

<0.5

22

4

14

<0.03STD 0.051ug/g0.03337640 Cyanide (CN-)











1335236Soil

Reg153__:__

2017-11-23BH 5-SS4

1335235Soil

Reg153__:__

2017-11-21BH 4-SS2

1335234Soil

Reg153__:__

2017-11-20BH 3-SS5

1335233Soil

Reg153__:__

2017-11-20BH 2-SS3

1335232Soil

Reg153__:__

2017-11-20BH 1-SS2



Batch No

Inorganics










Inorganics

8

<0.1

<1

12

<1

<0.2

<1

<0.5

19

37

12

<0.1

<1

14

<1

<0.2

<1

<0.5

22

35

9

<0.1

<1

13

<1

<0.2

<1

0.6

20

37

9

<0.1

<1

11

<1

<0.2

<1

<0.5

18

33

8

<0.1

<1

14

<1

<0.2

<1

<0.5

15









STD 0.27ug/g0.1337724 Mercury


1335236Soil

Reg153__:__

2017-11-23BH 5-SS4

1335235Soil

Reg153__:__

2017-11-21BH 4-SS2

1335234Soil

Reg153__:__

2017-11-20BH 3-SS5

1335233Soil

Reg153__:__

2017-11-20BH 2-SS3

1335232Soil

Reg153__:__

2017-11-20BH 1-SS2

<1

3

35

<1

<0.5

<5

<0.5

13

6

<1

5

51

<1

<0.5

<5

<0.5

21

11

<1

4

48

<1

<0.5

5

<0.5

17

10

<1

5

71

<1

<0.5

5

<0.5

20

10

<1

1

13

<1

<0.5

<5

<0.5

6

2STD 22ug/g1337825 Cobalt









1335241Soil

Reg153__:__

2017-11-22BH 10-SS4

1335240Soil

Reg153__:__

2017-11-21BH 9-SS2

1335239Soil

Reg153__:__

2017-11-21BH 8-SS3

1335238Soil

Reg153__:__

2017-11-23BH 7-SS3

1335237Soil

Reg153__:__

2017-11-23BH 6-SS4



Batch No

Inorganics










Inorganics

16

<0.03

8

<0.1

<1

14

<1

<0.2

<1

<0.5

19

34

25

<0.03

8

<0.1

<1

27

<1

<0.2

<1

<0.5

27

62

24

<0.03

12

<0.1

<1

23

<1

<0.2

<1

0.5

22

55

24

<0.03

10

<0.1

<1

24

<1

<0.2

<1

<0.5

26

51

5

<0.03

2

<0.1

<1

4

<1

<0.2

<1

<0.5

14









STD 0.27ug/g0.1337724 Mercury




1335241Soil

Reg153__:__

2017-11-22BH 10-SS4

1335240Soil

Reg153__:__

2017-11-21BH 9-SS2

1335239Soil

Reg153__:__

2017-11-21BH 8-SS3

1335238Soil

Reg153__:__

2017-11-23BH 7-SS3

1335237Soil

Reg153__:__

2017-11-23BH 6-SS4

<0.10

0.75*

8.0

16.9*

<0.10

1.60*

7.9

8.21*

<0.10

0.34

7.9

31.6*

<0.10

0.76*

8.0

21.9*

0.13

1.08*

8.0

14.6*STD 5 0.01337766 Sodium Adsorption Ratio

2.0337577 pH - CaCl2


STD 8ug/g0.10338033 Chromium VI

1335226Soil

Reg153__:__

2017-11-24BH 15-SS2

1335225Soil

Reg153__:__

2017-11-23BH 14-SS3

1335224Soil

Reg153__:__

2017-11-23BH 13-SS2

1335223Soil

Reg153__:__

2017-11-23BH 12-SS2

1335222Soil

Reg153__:__

2017-11-24BH 11-SS3



Batch No

Misc/Others










Misc/Others

0.18

0.54

8.0

13.2*

0.47

0.26

7.9

7.41*

0.27

0.87*

8.2

16.1*

0.34

0.31

7.8

1.52

0.33

1.76*

7.7

0.71STD 5 0.01337766 Sodium Adsorption Ratio

2.0337577 pH - CaCl2



1335231Soil

Reg153__:__

2017-11-22BH 20-SS3

1335230Soil

Reg153__:__

2017-11-22BH 19-SS2

1335229Soil

Reg153__:__

2017-11-22BH 18-SS3

1335228Soil

Reg153__:__

2017-11-24BH 17-SS4

1335227Soil

Reg153__:__

2017-11-23BH 16-SS2



Batch No

Misc/Others

0.51

1.18*

7.8

18.0*

0.27

0.94*

7.8

20.1*

0.21

1.60*

7.6

5.33*

0.23

0.67

7.8

9.78*

0.23

0.44

8.0

6.47*STD 5 0.01337766 Sodium Adsorption Ratio

2.0337577 pH - CaCl2



1335236Soil

Reg153__:__

2017-11-23BH 5-SS4

1335235Soil

Reg153__:__

2017-11-21BH 4-SS2

1335234Soil

Reg153__:__

2017-11-20BH 3-SS5

1335233Soil

Reg153__:__

2017-11-20BH 2-SS3

1335232Soil

Reg153__:__

2017-11-20BH 1-SS2



Batch No

Misc/Others










Misc/Others

0.22

0.89*

7.9

12.5*

0.18

4.00*

7.8

30.8*

0.17

1.54*

7.9

31.3*

0.12

1.76*

7.9

32.5*

<0.10

0.23

8.0

4.51STD 5 0.01337766 Sodium Adsorption Ratio

2.0337577 pH - CaCl2



1335241Soil

Reg153__:__

2017-11-22BH 10-SS4

1335240Soil

Reg153__:__

2017-11-21BH 9-SS2

1335239Soil

Reg153__:__

2017-11-21BH 8-SS3

1335238Soil

Reg153__:__

2017-11-23BH 7-SS3

1335237Soil

Reg153__:__

2017-11-23BH 6-SS4



Batch No

Misc/Others







QC % Rec

BlankAnalyte


QCLimits

SpikeLimits

Spike % Rec

DuplicateLimits

Dup % RPD

Batch No

90-110 pH - CaCl2 4.9 0100337577

75-125 Cyanide (CN-) <0.03 ug/g 104 070-130 0-2072337640

80-120 Mercury <0.1 ug/g 070-130 0-3094337724

Sodium Adsorption Ratio <0.01 6 337766

70-130 Boron (Hot Water Soluble) <0.5 ug/g 94 2775-125 0-3094337792

70-130 Silver <0.2 ug/g 84 2170-130 0-20108337825

70-130 Arsenic <1 ug/g 79 470-130 0-20104337825

70-130 Boron (total) <5 ug/g 86 070-130 0-20106337825

70-130 Barium <1 ug/g 65 1870-130 0-20105337825

70-130 Beryllium <1 ug/g 86 970-130 0-20109337825

70-130 Cadmium <0.5 ug/g 86 070-130 0-20108337825

70-130 Cobalt <1 ug/g 75 670-130 0-20106337825

70-130 Chromium Total <1 ug/g 65 870-130 0-20109337825

70-130 Copper <1 ug/g 61 1070-130 0-20110337825

70-130 Molybdenum <1 ug/g 80 1270-130 0-2099337825

70-130 Nickel <1 ug/g 65 570-130 0-20109337825

70-130 Lead <1 ug/g 67 570-130 0-20106337825

70-130 Antimony <1 ug/g 134 3070-130 0-20101337825

70-130 Selenium <1 ug/g 80 3470-130 0-20109337825

70-130 Thallium <1 ug/g 80 5070-130 0-20107337825

70-130 Uranium <0.5 ug/g 82 470-130 0-2093337825

70-130 Vanadium <2 ug/g 72 970-130 0-20106337825

70-130 Zinc <2 ug/g 33 670-130 0-20115337825

80-120 Mercury <0.1 ug/g 109 070-130 0-3094337827

70-130 Barium <1 ug/g 116 1170-130 0-2097337890

70-130 Chromium Total <1 ug/g 82 2270-130 0-2099337890

70-130 Copper <1 ug/g 88 270-130 0-20101337890

70-130 Nickel <1 ug/g 84 1170-130 0-20101337890

70-130 Lead <1 ug/g 85 570-130 0-2097337890

70-130 Antimony <2 ug/g 127 5370-130 0-2084337890

85-115 Electrical Conductivity <0.05 mS/cm

4 0-1099337903

70-130 Boron (Hot Water Soluble) <0.5 ug/g 84 275-125 0-3081337938

80-120 Chromium VI <0.10 ug/g 42 070-130 0-35 338033







Prep aration Date

InstrumentAnalyte

Test Summary

Analysis Date


pH - CaCl2337577 Ag SoilC_FpH Meter 2017-11-292017-11-29

Cyanide (CN-)337640 C SM4500-CNCC_FSkalar CN Analyzer 2017-11-302017-11-30

Mercury337724 M SM3112B-3500BR_ECetac Hg Analyzer 2017-12-012017-11-30

Sodium Adsorption Ratio337766 Ag SoilH_FiCAP OES 2017-12-042017-12-01

Boron (Hot Water Soluble)337792 Boron HWEH_FiCAP OES 2017-12-042017-12-04

Silver337825 EPA 200.8SKH2017-12-042017-12-04

Arsenic337825 EPA 200.8SKH2017-12-042017-12-04

Boron (total)337825 EPA 200.8SKH2017-12-042017-12-04

Barium337825 EPA 200.8SKH2017-12-042017-12-04

Beryllium337825 EPA 200.8SKH2017-12-042017-12-04

Cadmium337825 EPA 200.8SKH2017-12-042017-12-04

Cobalt337825 EPA 200.8SKH2017-12-042017-12-04

Chromium Total337825 EPA 200.8SKH2017-12-042017-12-04

Copper337825 EPA 200.8SKH2017-12-042017-12-04

Molybdenum337825 EPA 200.8SKH2017-12-042017-12-04

Nickel337825 EPA 200.8SKH2017-12-042017-12-04

Lead337825 EPA 200.8SKH2017-12-042017-12-04

Antimony337825 EPA 200.8SKH2017-12-042017-12-04

Selenium337825 EPA 200.8SKH2017-12-042017-12-04

Thallium337825 EPA 200.8SKH2017-12-042017-12-04

Uranium337825 EPA 200.8SKH2017-12-042017-12-04

Vanadium337825 EPA 200.8SKH2017-12-042017-12-04

Zinc337825 EPA 200.8SKH2017-12-042017-12-04

Mercury337827 M SM3112B-3500BR_ECetac Hg Analyzer 2017-12-072017-12-05

Barium337890 EPA 200.8SKH2017-12-052017-12-05

Chromium Total337890 EPA 200.8SKH2017-12-052017-12-05

Copper337890 EPA 200.8SKH2017-12-052017-12-05

Nickel337890 EPA 200.8SKH2017-12-052017-12-05

Lead337890 EPA 200.8SKH2017-12-052017-12-05

Antimony337890 EPA 200.8SKH2017-12-052017-12-05

Electrical Conductivity337903 Cond-SoilR_EElectrical Conductivity Mete 2017-12-012017-12-01

Boron (Hot Water Soluble)337938 Boron HWEH_FiCAP OES 2017-12-062017-12-06

Chromium VI338033 M US EPA 3060AH_DFlame AA 2017-12-072017-12-07










Project: P-0014341-0-01

COC #: 824269

Temperature (C): 13.5

Custody Seal:

Page 1 of 5




� � �� M9W 5W8



PO#:� ��

Report Comments:




Addrine

Thomas

2018.02.14

15:23:17 -05'00'

Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: Invoice to: EnGlobe Corp.



Sample I.D. Analyte

Exceedence Summary


2395 Speakman Drive, Mississauga, ON, L5K 1B3Page 2 of 5146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1









Misc/Others

<0.01 0.56 0.01%0.01340710 SO4

1344546Soil

__:__2018-02-06BH3-SS3

1344545Soil

__:__2018-02-06BH4-SS5

1344544Soil

__:__2018-02-06BH4-SS1



Batch No

Misc/Others







QC % Rec

BlankAnalyte


QCLimits

SpikeLimits

Spike % Rec

DuplicateLimits

Dup % RPD

Batch No

70-130 SO4 <0.01 % 104 0 -50-50 340710







Prep aration Date

InstrumentAnalyte

Test Summary

Analysis Date


SO4340710 AG SOILC_FManual 2018-02-142018-02-14






Please find attached the analytical results for your samples. If you have any questions regarding this report, please do not hesitate to call (613-727-5692).




Project: COC #: 184244

APPROVAL:


Page 1 of 11

All analysis is completed in Ottawa, Ontario (unless otherwise indicated).

Eurofins Ottawa is accredited by CALA, Canadian Association for Laboratory Accreditation to ISO/IEC 17025 for tests which appear on our CALA scope of accreditation. It can be found at http://www.cala.ca/scopes/2602.pdf.

Eurofins(Ottawa) is certified and accredited for specific parameters by OMAFRA, Ontario Ministry of Agriculture, Food and Rural Affairs (for farm soils). Licensed by Ontario MOE for specific tests in drinking water.

Eurofins(Mississauga) is accredited for specific parameters by CALA, Canadian Association for Laboratory Accreditation to ISO/IEC 17025

Please note: Field data, where presented on the report, has been provided by the client and is presented for informational purposes only. Guideline values listed on this report are provided for ease of use (informational purposes) only. Eurofins recommends consulting the official provincial or federal guideline as required.




� � �� M9W 5W8


PO#:� �� A11007


Report Comments:

Addrine Thomas

2017.12.07

15:22:39 -05'00'




Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.

Group Analyte MRL Units Guideline

<0.05

0.21

4.8

<0.10

<0.0001

<0.01

<0.02

<0.1

0.38

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.16

2.9

<0.10

<0.0001

<0.01

<0.02

<0.1

0.39

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.16

10.1

<0.10

<0.0001

<0.01

<0.02

<0.1

0.47

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.22

2.4

<0.10

<0.0001

<0.01

<0.02

<0.1

0.48

<0.008

<0.05

<0.01

<0.02

<0.01

Y REG 558 LeachOthersLQC 10.0mg/L0.01 U

Metals

LQC 1.0mg/L0.02 SeLQC 5.0mg/L0.01 PbLQC 5.0mg/L0.05 CrLQC 0.5mg/L0.008 Cd

LQC 100.0mg/L0.01 BaLQC 500.0mg/L0.1 B

LQC 2.5mg/L0.02 AsLQC 5mg/L0.01 Ag

LQC 0.1mg/L0.0001 HgMercuryLQC 1000mg/L0.10 NO2 + NO3 as N

General Chemistry%0.1 Moisture-Humidite

LQC 150.0mg/L0.10 FLQC 20.0mg/L0.05 Cyanide (free)Cyanide

1335245REG 347 LCH

2017-11-23BH 14-SS3

1335244REG 347 LCH

2017-11-23BH 13-SS2

1335243REG 347 LCH

2017-11-23BH 12-SS2

1335242REG 347 LCH

2017-11-24BH 11-SS3




All analysis completed in Ottawa, Ontario (unless otherwise indicated by ** which indicates analysis was completed in Mississauga, Ontario).Results relate only to the parameters tested on the samples submitted.Methods references and/or additional QA/QC information available on request.

Guideline = REG 558 * = Guideline Exceedence MRL = Method Reporting Limit, AO = Aesthetic Objective, OG = Operational Guideline, MAC = Maximum Acceptable Concentration, IMAC = Interim Maximum Acceptable Concentration, STD = Standard, PWQO = Provincial Water Quality Guideline, IPWQO = Interim Provincial Water Quality Objective, TDR = Typical Desired Range






<0.05

0.30

8.1

<0.10

<0.0001

<0.01

<0.02

<0.1

0.56

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.28

5.8

<0.10

<0.0001

<0.01

<0.02

<0.1

0.55

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.31

5.2

<0.10

<0.0001

<0.01

<0.02

<0.1

0.56

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.22

10.4

<0.10

<0.0001

<0.01

<0.02

<0.1

0.63

<0.008

<0.05

<0.01

<0.02

<0.01


Metals







1335249REG 347 LCH

2017-11-22BH 18-SS3

1335248REG 347 LCH

2017-11-24BH 17-SS4

1335247REG 347 LCH

2017-11-23BH 16-SS2

1335246REG 347 LCH

2017-11-24BH 15-SS2











<0.05

0.32

10.4

<0.10

<0.0001

<0.01

<0.02

0.1

0.66

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.22

11.2

<0.10

<0.10

<0.0001

<0.01

<0.02

<0.1

0.75

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.24

9.3

<0.10

<0.0001

<0.01

<0.02

<0.1

0.47

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.20

10.5

<0.10

<0.0001

<0.01

<0.02

<0.1

0.54

<0.008

<0.05

<0.01

<0.02

<0.01


Metals




LQC 0.1mg/L0.0001 HgMercuryLQC 1000ug/L

0.10 NO2 + NO3 as N

General Chemistry

LQC 1000mg/Lmg/L0.10 N-NO2

%0.1 Moisture-HumiditeLQC 150.0mg/L0.10 FLQC 20.0mg/L0.05 Cyanide (free)Cyanide

1335253REG 347 LCH

2017-11-20BH 2-SS3

1335252REG 347 LCH

2017-11-20BH 1-SS2

1335251REG 347 LCH

2017-11-22BH 20-SS3

1335250REG 347 LCH

2017-11-22BH 19-SS2











<0.05

0.24

18.2

<0.10

<0.0001

<0.01

<0.02

<0.1

0.32

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.27

10.0

<0.10

<0.0001

<0.01

<0.02

<0.1

0.62

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.23

14.4

<0.10

<0.0001

<0.01

<0.02

<0.1

0.46

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.23

9.9

<0.10

<0.0001

<0.01

<0.02

<0.1

0.48

<0.008

<0.05

<0.01

<0.02

<0.01


Metals







1335257REG 347 LCH

2017-11-23BH 6-SS4

1335256REG 347 LCH

2017-11-23BH 5-SS4

1335255REG 347 LCH

2017-11-21BH 4-SS2

1335254REG 347 LCH

2017-11-20BH 3-SS5











<0.05

0.25

15.2

<0.10

<0.0001

<0.01

<0.02

<0.1

0.52

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.26

10.7

<0.10

<0.0001

<0.01

<0.02

<0.1

0.39

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.42

15.1

<0.10

<0.0001

<0.01

<0.02

<0.1

0.24

<0.008

<0.05

<0.01

<0.02

<0.01

Y

<0.05

0.19

0.3

<0.10

<0.0001

<0.01

<0.02

<0.1

0.39

<0.008

<0.05

<0.01

<0.02

<0.01


Metals







1335261REG 347 LCH

2017-11-22BH 10-SS4

1335260REG 347 LCH

2017-11-21BH 9-SS2

1335259REG 347 LCH

2017-11-21BH 8-SS3

1335258REG 347 LCH

2017-11-23BH 7-SS3









QC % Rec

BlankAnalyte

QC Summary

QCLimits

337705Run No Analysis/Extraction Date 2017-12-01 H_FAnalyst

Method C MOEE Reg 347

REG 558 Leach

Method C SM2540B

80-120 Moisture-Humidite

337720Run No Analysis/Extraction Date 2017-12-01 C_FAnalyst

Method C SM4500-CNC

75-125 Cyanide (CN-) <0.05 mg/L 86

337762Run No Analysis/Extraction Date 2017-12-01 R-EAnalyst

Method C SM4500-NO3-F

80-120 NO2 + NO3 as N <0.10 mg/L 99

337809Run No Analysis/Extraction Date 2017-12-04 H_DAnalyst


80-120 NO2 + NO3 as N <0.10 mg/L 93

337812Run No Analysis/Extraction Date 2017-12-04 H_DAnalyst

Method M SM3112B-3500B

76-123 Mercury <0.0001 mg/L 100

337824Run No Analysis/Extraction Date 2017-12-04 SKHAnalyst







QC % Rec

BlankAnalyte

QC Summary

QCLimits

Method EPA 200.8

70-130 Silver <0.01 mg/L 100

70-130 Arsenic <0.02 mg/L 105

70-130 Boron (total) <0.1 mg/L 93

70-130 Barium <0.01 mg/L 102

70-130 Cadmium <0.008 mg/L 105

70-130 Chromium Total <0.05 mg/L 107

70-130 Lead <0.01 mg/L 103

70-130 Selenium <0.02 mg/L 109

70-130 Uranium <0.01 mg/L 105

337827Run No Analysis/Extraction Date 2017-12-06 R_EAnalyst

Method M SM3112B-3500B

76-123 Mercury <0.0001 mg/L 106

337833Run No Analysis/Extraction Date 2017-12-01 AETAnalyst

Method SM 4500-FC

90-110 F <0.10 mg/L 105

337835Run No Analysis/Extraction Date 2017-12-05 H_FAnalyst

Method C MOEE Reg 347







QC % Rec

BlankAnalyte

QC Summary

QCLimits

REG 558 Leach

Method C SM2540B

80-120 Moisture-Humidite

337839Run No Analysis/Extraction Date 2017-12-05 C_FAnalyst

Method C SM4500-CNC

75-125 Cyanide (CN-) <0.05 mg/L 85

337948Run No Analysis/Extraction Date 2017-12-06 R_EAnalyst


80-120 N-NO2 <0.10 mg/L 100

80-120 NO2 + NO3 as N <0.10 ug/L 89

337953Run No Analysis/Extraction Date 2017-12-06 SKHAnalyst

Method EPA 200.8

70-130 Silver <0.01 mg/L 90

70-130 Arsenic <0.02 mg/L 94

70-130 Boron (total) <0.1 mg/L 77

70-130 Barium <0.01 mg/L 96

70-130 Cadmium <0.008 mg/L 99

70-130 Chromium Total <0.05 mg/L 97







QC % Rec

BlankAnalyte

QC Summary

QCLimits

70-130 Lead <0.01 mg/L 95

70-130 Selenium <0.02 mg/L 101

70-130 Uranium <0.01 mg/L 81


Method C SM4500-FC

90-110 F <0.10 mg/L 110


Method C SM4500-FC

90-110 F <0.10 mg/L 107







Sample ID: 1335242 BH 11-SS3 Metals analysis for this report performed on an aqua-regia digest of the sample material.

Sample Comment Summary




Appendix 5 Asbestos Testing Results

EnglobeP-0014341-0-01-101

Core NumberMix Type

Thickness(mm)

AC (mm)

PCC (mm)

LocationAsphalt Cement

Content (%)

Asbestos Content(%)

By Dry Weight

C-1AC Lift 1 = 50AC Lift 2 = 55AC Lift 3 = 75

180 -Martin Grove Road, 11.80 m north of Pole#P315,

Northbound Lane, 3.1 m West of East curb, 4.62

No visible fibres observed in the

extracted sample


180 -Martin Grove Road, By side of House #10, Southbound

Lane, 3.0 m East of West curb, 13 m Sothwest of Savalon Court

5.46No visible fibres observed in the

extracted sample


140 -Savalon Court, In Front of House # 1, 1.33 m South of

North curb 4.72


extracted sample


180 -Martin Grove Road, By side of House #1 Savalon Court, Northbound Lane, 1.7 m West of East curb, 5.80 m north

of north curb of Savalon Court4.72


extracted sample


175 -Martin Grove Road, In front of House #323, Northbound

Lane, 1.10 m West of East curb4.85


extracted sample

C-6AC Lift 1 = 50AC Lift 2 = 35

85 -Martin Grove Road, By side of House # 327 Martin

Grove Road, 1.6 m South of North curb, 15 m from the East of East curb of Martin Grove Road


extracted sample


175 -Martin Grove Road, 3.3 m West of East curb,

Northbound Lane, 20 m South of South curb line of Parking lot


extracted sample


180 -Martin Grove Road, 1.3 m West of East curb, Northbound Lane, 15 m west of Pole# P341


extracted sample

C-9

AC Lift 1 = 45AC Lift 2 = 60AC Lift 3 = 40AC Lift 4 = 55

200 -Martin Grove Road, 1.10 m West of East Curb Line, on

the back of 128 Ravenscrest Drive, Northbound Lane, 10m west of Pole# P351


extracted sample


80 -Agatha Road, In Front of House#1 Agatha Road, 1.30 m

North of South Curb Line5.63


extracted sample

C-11


200 -Millburn Drive, In Front of House # 2, 1.75 m South of theNorth Curb Line, 6 m West of West of Martin Grove Road


extracted sample


200 -Martin Grove Road, In Front of House #379, Northbound

Lane, 1.5 m West of East Curb Line5.20


extracted sample

C-13


210 -Martin Grove Road, In Front of House #397, Northbound



extracted sample

TABLE 4-1

ASBESTOS FIBRE TESTING

Martin Grove Road

Contract No. PM4A - 2018-01

EnglobeP-0014341-0-01-101

Core NumberMix Type

Thickness(mm)

AC (mm)

PCC (mm)


Content (%)

Asbestos Content(%)

By Dry Weight

TABLE 4-1


Martin Grove Road


C-14


230 -Princess Margaret Boulevard, In Front of House # 401

Martin Grove Road, 1.60 m South of the North Curb Line,12 m East of East of Martin Grove Road


extracted sample


215 -Martin Grove Road, By side of House #1 Sabine Road,

Southbound Lane, 1.65 m East of West Curb Line4.48


extracted sample


150 -Sabine Road, By side of House #1 Sabine Road,

Southbound Lane, 1.65 m East of West Curb Line, 4.67


extracted sample


200 -Martin Grove Road, In front of House # 409, Northbound



extracted sample





extracted sample


125 -Hedges Boulvard, In front of House # 44, 1.70 m South of

North Curb Line, 15 m East of East Curb Line Martin Grove Road


extracted sample


140 -Dewitt Road, By side of House # 494 Martin Grove Road,

1.55 m South of North Curb Line, 15 m West of West Curb Line Martin Grove Road


extracted sample


185 -Martin Grove Road, In front of House # 494, Southbound

Lane, 1.5 m East of West Curb Line4.88


extracted sample

C-22





extracted sample


180 -Martin Grove Road, In front of House # 516, Southbound

Lane, 1.6 m East of West Curb Line4.76


extracted sample

C-24


160 -Nottinghill Gate, Eastbound Lane, 1.75 m North of South

Curb Line, 5 m West of West Curb Line Martin Grove Road


extracted sample


130 -Winterton Drive, Westbound Lane, 1.55 m South of North

Curb Line, 13 m East of East Curb Line Martin Grove Road


extracted sample


100 210Martin Grove Road, Northbound Lane, 1.50 m West of

East Curb Line, 17 m North of Pole # P521. 5.06


extracted sample

EnglobeP-0014341-0-01-101

Core NumberMix Type

Thickness(mm)

AC (mm)

PCC (mm)


Content (%)

Asbestos Content(%)

By Dry Weight

TABLE 4-1


Martin Grove Road



85 220Martin Grove Road, Southbound Lane, 1.55 m East of West Curb Line, 30 m South of South curb of Eglinton

Avenue West 5.00


extracted sample


100 200Martin Grove Road, Northbound Lane, 1.60 m West of

East Curb Line, 0.50 m North of Pole# P5294.69


extracted sample

C-29

AC Lift 1 = 30AC Lift 2 = 50AC Lift 3 = 50AC Lift 4 = 45AC Lift 5 = 50AC Lift 6 = 50AC Lift 7 = 35

310 -Eglinton Avenue West, Eastbound Lane, 1.55 m North of

South Curb Line, 42 m East of East curb line Martin Grove Road


extracted sample

C-30

AC Lift 1 = 30AC Lift 2 = 30AC Lift 3 = 55AC Lift 4 = 30AC Lift 5 = 70AC Lift 6 = 60AC Lift 7 = 60

335 -Eglinton Avenue West, Westbound Lane, 1.60 m South of North Curb Line, 30 m East of East curb line Martin

Grove Road 4.65


extracted sample


80 180Martin Grove Road, Southbound Lane, 1.75 m East of West Curb Line, 35 m North of North Curb line Eglinton

Avenue West4.86


extracted sample

C-32

AC Lift 1 = 40AC Lift 2 = 40AC Lift 3 = 40AC Lift 4 = 50AC Lift 5 = 30

200 -Eglinton Avenue West, Eastbound Lane, 1.60 m North of

South Curb Line, 40 m West of West curb line Martin Grove Road


extracted sample

AC: Asphalt Concrete

A composite of all AC Lifts of one half of each core was tested.Portland Cement Concrete: PCC

final factual geotechnical report - wx.toronto.ca · the core to allow a visual examination of the...

Documents