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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
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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
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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
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CONTRACT PM4A – 2018 – S ITE NO. 1 : MARTIN GROVE ROAD – WATERMAIN REPLACEMENT
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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
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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
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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.
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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.
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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.
The laboratory test results are presented in Appendix 3. A summary of testing for this layer is
briefly outlined in Table 3.
Table 3 Summary of Gradation Results – Sandy Silt
BOREHOLE NO. SAMPLE NO.
GRAIN SIZE DISTRIBUTION ANALYSES,%
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
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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.
The laboratory test results are presented in Appendix 3. A summary of testing for this layer is
briefly outlined in Table 4.
Table 4 Summary of Gradation Results – Sand to Silty Sand
BOREHOLE NO. SAMPLE NO.
GRAIN SIZE DISTRIBUTION ANALYSES,%
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.
The laboratory test results are presented in Appendix 3. A summary of testing for this layer is
briefly outlined in Table 5.
Table 5 Summary of Gradation Results – Gravelly Sand
BOREHOLE NO. SAMPLE NO.
GRAIN SIZE DISTRIBUTION ANALYSES,%
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.
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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
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CONTRACT PM4A – 2018 – S ITE NO. 1 : MARTIN GROVE ROAD – WATERMAIN REPLACEMENT
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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
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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.
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
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, By side of House #10, Southbound Lane, 2.65 m East of West curb, approx. 18 m
Sothwest of Savalon Court
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 CompletionNov 29, 2017May 3, 2018July 4, 2018
LOG OF No. BH-2
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
4.63.93.63.9
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
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, In front of House #327, Northbound Lane, 1.75 m West of East curb
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 Completion
LOG OF No. BH-3
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 21, 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
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
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-4
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 23, 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
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
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 CompletionNov 29, 2017May 3, 2018July 4, 2018
LOG OF No. BH-5
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 23, 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
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
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 Completion
LOG OF No. BH-6
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
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 (200 mm)SAND AND GRAVEL (GranularBase/Subbase, 460 mm): brown, moist
TILL: silty clay, trace sand, trace gravel,stiff, brown, moist
SILTY SAND: trace gravel, compact todense, brown, moist
Terminated at 5.2 m
Borehole advanced using continuous flightsolid stem augering equipment onNovember 23, 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
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
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 Completion
LOG OF No. BH-7
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
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 (180 mm)SAND AND GRAVEL (GranularBase/Subbase, 460 mm): brown, moist
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 21, 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
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
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 Completion
LOG OF No. BH-8
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 21, 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
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
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 Completion
LOG OF No. BH-9
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 22, 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
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
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 Completion
LOG OF No. BH-10
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 24, 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
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
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 Completion
LOG OF No. BH-11
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
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 (200 mm)SAND AND GRAVEL (GranularBase/Subbase, 610 mm): brown, moist
SAND: some silt to silty, trace gravel,compact to very dense, brown, moist towet
Terminated at 8.2 m
Borehole advanced using continuous flightsolid stem augering equipment onNovember 23, 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
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
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 Completion
LOG OF No. BH-12
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
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
ASPHALT CONCRETE (200 mm)SAND AND GRAVEL (GranularBase/Subbase, 610 mm): brown, moist
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 24, 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
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
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 Completion
LOG OF No. BH-13
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
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 (190 mm)SAND AND GRAVEL (GranularBase/Subbase, 610 mm): brown, moist
GRAVELLY SAND: trace silt, dense tovery dense, brown, moist
SAND: some silt, trace gravel, dense tovery dense, brown, moist
Terminated at 5.2 m
Borehole advanced using continuous flightsolid stem augering equipment onNovember 23, 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
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
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 Completion
LOG OF No. BH-14
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
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 (180 mm)SAND AND GRAVEL (GranularBase/Subbase, 460 mm): brown, moist
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 24, 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
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
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 Completion
LOG OF No. BH-15
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 23, 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
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
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 Completion
LOG OF No. BH-16
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 24, 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
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
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 CompletionNov 29, 2017May 3, 2018July 4, 2018
LOG OF No. BH-17
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 22, 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
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
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 Completion
LOG OF No. BH-18
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 22, 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
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
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 Completion
LOG OF No. BH-19
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
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
Borehole advanced using continuous flightsolid stem augering equipment onNovember 22, 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
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
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 Completion
LOG OF No. BH-20
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
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
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: -
ROS ID: PROJECT/LOCATION:
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
GRAIN SIZE PROPORTIONS, %
26.5
SAMPLE RECEIVED DATE:
SAMPLING DATE:
99.4
2017-11-20
% Silt (5 μm to 75 μm):
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
R.V. Anderson Associates Ltd. CONTRACT NUMBER:
72700
SAMPLING METHOD:% PASSING
GRAIN SIZE ANALYSIS AND HYDROMETER TEST REPORT
BH2-SS7 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
SUSCEPTIBILITY TO FROST HEAVING: 0.075
0.60
0.30% Clay ( <5 μm):
44.8
Sandy Silt, trace ClaySAMPLE DESCRIPTION:
100.0
DIAMETERmmSplit Spoon
ATTERBERG LIMITS, %
4.75
100.0
9.5
2017-11-20 13.2
Geotechnical Investigation/ Martin Grove Road
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
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: -
ROS ID: PROJECT/LOCATION:
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
Geotechnical Investigation/ Martin Grove Road
3.5
100.0
2.36
1.18
% PASSING
SA, Englobe
37.5SAND, trace siltSAMPLE DESCRIPTION:
100.0
DIAMETERmmSplit Spoon
ATTERBERG LIMITS, %
4.75
99.6
9.5
2017-11-20
SUSCEPTIBILITY TO FROST HEAVING: 0.075
0.60
0.30% Clay ( <5 μm):
87.2
GRAIN SIZE ANALYSIS AND HYDROMETER TEST REPORT
BH3-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 - 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):
0.0
9.3
0.15
GRAIN SIZE PROPORTIONS, %
26.5
SAMPLE RECEIVED DATE:
SAMPLING DATE:
98.6
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: -
ROS ID: PROJECT/LOCATION:
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
Geotechnical Investigation/ Martin Grove Road
12.4
78.9
2.36
1.18
% PASSING
SA, Englobe
37.5Gravelly Silty Sand, some claySAMPLE DESCRIPTION:
100.0
DIAMETERmmSplit Spoon
ATTERBERG LIMITS, %
4.75
68.7
9.5
2017-11-20
SUSCEPTIBILITY TO FROST HEAVING: 0.075
0.60
0.30% Clay ( <5 μm):
40.4
GRAIN SIZE ANALYSIS AND HYDROMETER TEST REPORT
BH5-SS5 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:
3.1 m to 3.7 m
53.0
SIEVE SIZEmm
R.V. Anderson Associates Ltd. CONTRACT NUMBER:
72800
SAMPLING METHOD:% PASSING
% GRAVEL ( > 4.75 mm):
% SAND ( 75 μm to 4.75 mm):
21.1
26.1
0.15
GRAIN SIZE PROPORTIONS, %
26.5
SAMPLE RECEIVED DATE:
SAMPLING DATE:
63.6
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: -
ROS ID: PROJECT/LOCATION:
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
Geotechnical Investigation/ Martin Grove Road
3.4
61.1
2.36
1.18
% PASSING
SA, Englobe
37.5Gravelly Sandy, trace Silt, trace Clay
SAMPLE DESCRIPTION:
100.0
DIAMETERmmSplit Spoon
ATTERBERG LIMITS, %
4.75
29.5
9.5
2017-11-20
SUSCEPTIBILITY TO FROST HEAVING: 0.075
0.60
0.30% Clay ( <5 μm):
50.6
GRAIN SIZE ANALYSIS AND HYDROMETER TEST REPORT
BH17-SS3 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:
1.5 m to 2.1 m
53.0
SIEVE SIZEmm
R.V. Anderson Associates Ltd. CONTRACT NUMBER:
72827
SAMPLING METHOD:% PASSING
% GRAVEL ( > 4.75 mm):
% SAND ( 75 μm to 4.75 mm):
38.9
7.1
0.15
GRAIN SIZE PROPORTIONS, %
26.5
SAMPLE RECEIVED DATE:
SAMPLING DATE:
20.6
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
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
Certificate of Analysis
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
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
Certificate of Analysis
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
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
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
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Subcontracted
Page 3 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
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
Certificate of Analysis
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
Page 4 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
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
Certificate of Analysis
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
Page 5 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
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: 1723074
Date Submitted: 2017-11-29
Date Reported: 2017-12-07
Project: COC #: 184244
Temperature (C): 9
Custody Seal:
Page 1 of 11
Client: EnGlobe Corp. (Toronto)
� � ����� 1821 Albion Road, Unit 7
� � ��� Toronto, ON
� � ���� M9W 5W8
Attention: Houshang Akbari
Invoice to: EnGlobe Corp.
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.
Certificate of Analysis
Long Qu, Organics 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.
Charlie
Long Qu
2017.12.0
7 16:10:20
-05'00'
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
O.Reg 153-T3-Res/Park-Coarse
Sample I.D. Analyte
Exceedence Summary
CriteriaUnitsResultGroup
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 14-SS3 mS/cm STD 0.70.76Misc/Others Sodium Adsorption RatioBH 14-SS3 STD 521.9Misc/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 18-SS3 mS/cm STD 0.70.87Misc/Others Sodium Adsorption RatioBH 18-SS3 STD 516.1Misc/Others
Electrical ConductivityBH 1-SS2 mS/cm STD 0.71.18Misc/Others Sodium Adsorption RatioBH 1-SS2 STD 518.0Misc/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
Electrical ConductivityBH 6-SS4 mS/cm STD 0.70.89Misc/Others Sodium Adsorption RatioBH 6-SS4 STD 512.5Misc/Others
Electrical ConductivityBH 7-SS3 mS/cm STD 0.74.00Misc/Others Sodium Adsorption RatioBH 7-SS3 STD 530.8Misc/Others
Electrical ConductivityBH 8-SS3 mS/cm STD 0.71.54Misc/Others Sodium Adsorption RatioBH 8-SS3 STD 531.3Misc/Others
Electrical ConductivityBH 9-SS2 mS/cm STD 0.71.76Misc/Others Sodium Adsorption RatioBH 9-SS2 STD 532.5Misc/Others
Page 2 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
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
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Inorganics
Page 3 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
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 0.051ug/g0.03337640 Cyanide (CN-)
STD 140ug/g1337825 Copper
STD 22ug/g1337825 Cobalt
STD 160ug/g1337825 Chromium Total
STD 1.2ug/g0.5337825 Cadmium
STD 120ug/g5337825 Boron (total)
STD 1.5ug/g0.5337938
Boron (Hot Water Soluble) STD 1.5ug/g0.5337792
STD 4ug/g1337825 Beryllium
STD 390ug/g1337825 Barium
STD 18ug/g1337825 Arsenic
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Inorganics
Page 4 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
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
49STD 340ug/g2337825 Zinc
STD 86ug/g2337825 Vanadium
STD 23ug/g0.5337825 Uranium
STD 1ug/g1337825 Thallium
STD 20ug/g0.2337825 Silver
STD 2.4ug/g1337825 Selenium
STD 100ug/g1337825 Nickel
STD 6.9ug/g1337825 Molybdenum
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-)
STD 140ug/g1337825 Copper
STD 22ug/g1337825 Cobalt
STD 160ug/g1337825 Chromium Total
STD 1.2ug/g0.5337825 Cadmium
STD 120ug/g5337825 Boron (total)
STD 1.5ug/g0.5337938 Boron (Hot Water Soluble)
STD 4ug/g1337825 Beryllium
STD 390ug/g1337825 Barium
STD 18ug/g1337825 Arsenic
STD 7.5ug/g1337825 Antimony
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Inorganics
Page 5 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
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
32STD 340ug/g2337825 Zinc
STD 86ug/g2337825 Vanadium
STD 23ug/g0.5337825 Uranium
STD 1ug/g1337825 Thallium
STD 20ug/g0.2337825 Silver
STD 2.4ug/g1337825 Selenium
STD 100ug/g1337825 Nickel
STD 6.9ug/g1337825 Molybdenum
STD 0.27ug/g0.1337724 Mercury
STD 120ug/g1337825 Lead
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
STD 160ug/g1337825 Chromium Total
STD 1.2ug/g0.5337825 Cadmium
STD 120ug/g5337825 Boron (total)
STD 1.5ug/g0.5337938 Boron (Hot Water Soluble)
STD 4ug/g1337825 Beryllium
STD 390ug/g1337825 Barium
STD 18ug/g1337825 Arsenic
STD 7.5ug/g1337825 Antimony
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Inorganics
Page 6 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
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
11STD 340ug/g2337825 Zinc
STD 86ug/g2337825 Vanadium
STD 23ug/g0.5337825 Uranium
STD 1ug/g1337825 Thallium
STD 20ug/g0.2337825 Silver
STD 2.4ug/g1337825 Selenium
STD 100ug/g1337825 Nickel
STD 6.9ug/g1337825 Molybdenum
STD 0.27ug/g0.1337724 Mercury
STD 120ug/g1337825 Lead
STD 0.051ug/g0.03337640 Cyanide (CN-)
STD 140ug/g1337825 Copper
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 0.7mS/cm0.05337903 Electrical Conductivity
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Misc/Others
Page 7 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
Misc/Others
0.18
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
STD 0.7mS/cm0.05337903 Electrical Conductivity
STD 8ug/g0.10338033 Chromium VI
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
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
STD 0.7mS/cm0.05337903 Electrical Conductivity
STD 8ug/g0.10338033 Chromium VI
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Misc/Others
Page 8 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
Misc/Others
0.22
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
STD 0.7mS/cm0.05337903 Electrical Conductivity
STD 8ug/g0.10338033 Chromium VI
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
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Misc/Others
Page 9 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
QC % Rec
BlankAnalyte
Quality Assurance Summary
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
Page 10 of 11146 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723074 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Certificate of Analysis
Prep aration Date
InstrumentAnalyte
Test Summary
Analysis Date
MethodAnalystBatch No
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
Page 11 of 11146 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
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: 1801935
Date Submitted: 2018-02-08
Date Reported: 2018-02-14
Project: P-0014341-0-01
COC #: 824269
Temperature (C): 13.5
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#:� �����
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
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.
Report Number: 1801935 Date Submitted: 2018-02-08Date Reported: 2018-02-14Project: P-0014341-0-01COC #: 824269
Certificate of Analysis
Sample I.D. Analyte
Exceedence Summary
CriteriaUnitsResultGroup
2395 Speakman Drive, Mississauga, ON, L5K 1B3Page 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: Invoice to: EnGlobe Corp.
Report Number: 1801935 Date Submitted: 2018-02-08Date Reported: 2018-02-14Project: P-0014341-0-01COC #: 824269
Certificate of Analysis
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Analyte MRL Units GuidelineBatch No
Guideline = O.Reg 153-T3-Res/Park-Coarse
Misc/Others
<0.01 0.56 0.01%0.01340710 SO4
1344546Soil
__:__2018-02-06BH3-SS3
1344545Soil
__:__2018-02-06BH4-SS5
1344544Soil
__:__2018-02-06BH4-SS1
Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TimeSampling DateSample I.D.
Batch No
Misc/Others
2395 Speakman Drive, Mississauga, ON, L5K 1B3Page 3 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: Invoice to: EnGlobe Corp.
Report Number: 1801935 Date Submitted: 2018-02-08Date Reported: 2018-02-14Project: P-0014341-0-01COC #: 824269
Certificate of Analysis
QC % Rec
BlankAnalyte
Quality Assurance Summary
QCLimits
SpikeLimits
Spike % Rec
DuplicateLimits
Dup % RPD
Batch No
70-130 SO4 <0.01 % 104 0 -50-50 340710
2395 Speakman Drive, Mississauga, ON, L5K 1B3Page 4 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
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: Invoice to: EnGlobe Corp.
Report Number: 1801935 Date Submitted: 2018-02-08Date Reported: 2018-02-14Project: P-0014341-0-01COC #: 824269
Certificate of Analysis
Prep aration Date
InstrumentAnalyte
Test Summary
Analysis Date
MethodAnalystBatch No
SO4340710 AG SOILC_FManual 2018-02-142018-02-14
2395 Speakman Drive, Mississauga, ON, L5K 1B3Page 5 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
Certificate of Analysis
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: 1723076
Date Submitted: 2017-11-29
Date Reported: 2017-12-07
Project: COC #: 184244
APPROVAL:
Addrine Thomas, Inorganics Supervisor
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.
Client: EnGlobe Corp. (Toronto)
� � ����� 1821 Albion Road, Unit 7
� � ��� Toronto, ON
� � ���� M9W 5W8
Attention: Houshang Akbari
PO#:� ����� A11007
Invoice to: EnGlobe Corp.
Report Comments:
Addrine Thomas
2017.12.07
15:22:39 -05'00'
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
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
Group Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Page 2 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Group Analyte MRL Units Guideline
<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
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
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
Group Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Page 3 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Group Analyte MRL Units Guideline
<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
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 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
Group Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Page 4 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Group Analyte MRL Units Guideline
<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
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
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
Group Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Page 5 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Group Analyte MRL Units Guideline
<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
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
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
Group Analyte MRL Units Guideline
Lab I.D.Sample MatrixSample TypeSampling DateSample I.D.
Page 6 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
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
Method C SM4500-NO3-F
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
Page 7 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
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
Page 8 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
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
Method C SM4500-NO3-F
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
Page 9 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
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
337963Run No Analysis/Extraction Date 2017-12-06 AETAnalyst
Method C SM4500-FC
90-110 F <0.10 mg/L 110
338024Run No Analysis/Extraction Date 2017-12-07 AETAnalyst
Method C SM4500-FC
90-110 F <0.10 mg/L 107
Page 10 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
Certificate of Analysis
Client: EnGlobe Corp. (Toronto) 1821 Albion Road, Unit 7 Toronto, ON M9W 5W8Attention: Houshang AkbariPO#: A11007 Invoice to: EnGlobe Corp.
Report Number: 1723076 Date Submitted: 2017-11-29Date Reported: 2017-12-07Project: COC #: 184244
Sample ID: 1335242 BH 11-SS3 Metals analysis for this report performed on an aqua-regia digest of the sample material.
Sample Comment Summary
Page 11 of 11146 Colonnade Rd. Unit 8, Ottawa, ON K2E 7Y1
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
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
C-2AC Lift 1 = 50AC Lift 2 = 55AC Lift 3 = 75
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
C-3AC Lift 1 = 50AC Lift 2 = 40AC Lift 3 = 50
140 -Savalon Court, In Front of House # 1, 1.33 m South of
North curb 4.72
No visible fibres observed in the
extracted sample
C-4AC Lift 1 = 60AC Lift 2 = 60AC Lift 3 = 60
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
No visible fibres observed in the
extracted sample
C-5AC Lift 1 = 40AC Lift 2 = 60AC Lift 3 = 75
175 -Martin Grove Road, In front of House #323, Northbound
Lane, 1.10 m West of East curb4.85
No visible fibres observed in the
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
4.98No visible fibres observed in the
extracted sample
C-7AC Lift 1 = 50AC Lift 2 = 70AC Lift 3 = 55
175 -Martin Grove Road, 3.3 m West of East curb,
Northbound Lane, 20 m South of South curb line of Parking lot
5.06No visible fibres observed in the
extracted sample
C-8AC Lift 1 = 60AC Lift 2 = 60AC Lift 3 = 60
180 -Martin Grove Road, 1.3 m West of East curb, Northbound Lane, 15 m west of Pole# P341
4.98No visible fibres observed in the
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
5.16No visible fibres observed in the
extracted sample
C-10AC Lift 1 = 50AC Lift 2 = 30
80 -Agatha Road, In Front of House#1 Agatha Road, 1.30 m
North of South Curb Line5.63
No visible fibres observed in the
extracted sample
C-11
AC Lift 1 = 35AC Lift 2 = 50AC Lift 3 = 35AC Lift 4 = 80
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
4.65No visible fibres observed in the
extracted sample
C-12AC Lift 1 = 50AC Lift 2 = 60AC Lift 3 = 90
200 -Martin Grove Road, In Front of House #379, Northbound
Lane, 1.5 m West of East Curb Line5.20
No visible fibres observed in the
extracted sample
C-13
AC Lift 1 = 50AC Lift 2 = 60AC Lift 3 = 50AC Lift 4 = 50
210 -Martin Grove Road, In Front of House #397, Northbound
Lane, 1.6 m West of East Curb Line5.33
No visible fibres observed in the
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)
LocationAsphalt Cement
Content (%)
Asbestos Content(%)
By Dry Weight
TABLE 4-1
ASBESTOS FIBRE TESTING
Martin Grove Road
Contract No. PM4A - 2018-01
C-14
AC Lift 1 = 50AC Lift 2 = 50AC Lift 3 = 60AC Lift 4 = 70
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
4.71No visible fibres observed in the
extracted sample
C-15AC Lift 1 = 60AC Lift 2 = 70AC Lift 3 = 85
215 -Martin Grove Road, By side of House #1 Sabine Road,
Southbound Lane, 1.65 m East of West Curb Line4.48
No visible fibres observed in the
extracted sample
C-16AC Lift 1 = 65AC Lift 2 = 85
150 -Sabine Road, By side of House #1 Sabine Road,
Southbound Lane, 1.65 m East of West Curb Line, 4.67
No visible fibres observed in the
extracted sample
C-17AC Lift 1 = 50AC Lift 2 = 60AC Lift 3 = 90
200 -Martin Grove Road, In front of House # 409, Northbound
Lane, 1.40 m West of East Curb Line5.36
No visible fibres observed in the
extracted sample
C-18AC Lift 1 = 50AC Lift 2 = 60AC Lift 3 = 90
200 -Martin Grove Road, In front of House # 427, Northbound
Lane, 1.45 m West of East Curb Line4.70
No visible fibres observed in the
extracted sample
C-19AC Lift 1 = 40AC Lift 2 = 40AC Lift 3 = 45
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
5.05No visible fibres observed in the
extracted sample
C-20AC Lift 1 = 60AC Lift 2 = 30AC Lift 3 = 50
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
4.71No visible fibres observed in the
extracted sample
C-21AC Lift 1 = 50AC Lift 2 = 40AC Lift 3 = 95
185 -Martin Grove Road, In front of House # 494, Southbound
Lane, 1.5 m East of West Curb Line4.88
No visible fibres observed in the
extracted sample
C-22
AC Lift 1 = 50AC Lift 2 = 60AC Lift 3 = 40AC Lift 4 = 40
190 -Martin Grove Road, In front of House # 508, Northbound
Lane, 1.6 m West of East Curb Line4.95
No visible fibres observed in the
extracted sample
C-23AC Lift 1 = 45AC Lift 2 = 65AC Lift 3 = 70
180 -Martin Grove Road, In front of House # 516, Southbound
Lane, 1.6 m East of West Curb Line4.76
No visible fibres observed in the
extracted sample
C-24
AC Lift 1 = 40AC Lift 2 = 40AC Lift 3 = 30AC Lift 4 = 50
160 -Nottinghill Gate, Eastbound Lane, 1.75 m North of South
Curb Line, 5 m West of West Curb Line Martin Grove Road
4.99No visible fibres observed in the
extracted sample
C-25AC Lift 1 = 60AC Lift 2 = 45AC Lift 3 = 25
130 -Winterton Drive, Westbound Lane, 1.55 m South of North
Curb Line, 13 m East of East Curb Line Martin Grove Road
4.93No visible fibres observed in the
extracted sample
C-26AC Lift 1 = 50AC Lift 2 = 50
100 210Martin Grove Road, Northbound Lane, 1.50 m West of
East Curb Line, 17 m North of Pole # P521. 5.06
No visible fibres observed in the
extracted sample
EnglobeP-0014341-0-01-101
Core NumberMix Type
Thickness(mm)
AC (mm)
PCC (mm)
LocationAsphalt Cement
Content (%)
Asbestos Content(%)
By Dry Weight
TABLE 4-1
ASBESTOS FIBRE TESTING
Martin Grove Road
Contract No. PM4A - 2018-01
C-27AC Lift 1 = 30AC Lift 2 = 55
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
No visible fibres observed in the
extracted sample
C-28AC Lift 1 = 40AC Lift 2 = 60
100 200Martin Grove Road, Northbound Lane, 1.60 m West of
East Curb Line, 0.50 m North of Pole# P5294.69
No visible fibres observed in the
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
4.89No visible fibres observed in the
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
No visible fibres observed in the
extracted sample
C-31AC Lift 1 = 40AC Lift 2 = 40
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
No visible fibres observed in the
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
4.59No visible fibres observed in the
extracted sample
AC: Asphalt Concrete
A composite of all AC Lifts of one half of each core was tested.Portland Cement Concrete: PCC