MG5288 NOVEMBER 2019

GEOHYDROLOGY ASSESSMENT 6 DAWES ROAD

TORONTO, ONTARIO

DISTRIBUTION:

1 COPY (electronic) 6 DAWES DANFORTH INC.

1 COPY McCLYMONT & RAK ENGINEERS, INC.

PREPARED FOR:

6 DAWES DANFORTH INC.

476 RICHMOND STREET WEST, SUITE 200

TORONTO, ONTARIO

M5V 1Y2

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

i

TABLE OF CONTENTS

Item Page

1.0 INTRODUCTION ................................................................................................ 1

1.1 SCOPE OF WORK .......................................................................................................................... 1 1.2 SITE DESCRIPTION ........................................................................................................................ 1 1.3 PROPOSED DEVELOPMENT ............................................................................................................ 2 1.4 PROPERTY OWNERSHIP ................................................................................................................. 2 1.5 REVIEW OF PREVIOUS REPORTS .................................................................................................... 3

2.0 HYDROGEOLOGICAL CONDITIONS ............................................................... 4

2.1 PHYSICAL SETTING ........................................................................................................................ 4 2.2 TOPOGRAPHY................................................................................................................................ 4 2.3 REGIONAL GEOLOGY AND HYDROGEOLOGY .................................................................................... 4 2.4 LOCAL GEOLOGY AND HYDROGEOLOGY ......................................................................................... 5

3.0 SCOPE OF INVESTIGATION ............................................................................ 6

3.1 OVERVIEW OF SITE INVESTIGATION ................................................................................................ 6 3.2 MONITORING WELL INSTALLATION .................................................................................................. 6 3.3 ELEVATION SURVEYING ................................................................................................................. 7 3.4 GROUNDWATER SAMPLING ............................................................................................................ 7 3.5 GROUNDWATER ANALYSIS ............................................................................................................. 7

4.0 INVESTIGATION RESULTS .............................................................................. 9

4.1 GEOLOGY ..................................................................................................................................... 9 4.2 GROUNDWATER LEVEL MONITORING ............................................................................................ 11 4.3 GROUNDWATER QUALITY ............................................................................................................. 11 4.4 GROUNDWATER DISCHARGE ASSESSMENT ................................................................................... 11

5.0 REVIEW AND EVALUATION .......................................................................... 12

5.1 TEMPORARY DEWATERING ASSESSMENT ...................................................................................... 12 5.1.1 NUMERICAL ANALYSIS ................................................................................................................. 12 5.2 PERMANENT FOUNDATION DRAIN FLOW RATES ............................................................................ 13 5.3 MECP PERMIT TO TAKE WATER REQUIREMENT ........................................................................... 13 5.4 TORONTO WATER DISCHARGE PERMIT REQUIREMENTS ................................................................ 14 5.5 ENVIRONMENTAL PROTECTION ..................................................................................................... 14

6.0 CONCLUSIONS AND RECOMMENDATIONS ................................................ 16

7.0 REFERENCES ................................................................................................. 19

8.0 STATEMENT OF LIMITATIONS ...................................................................... 20

9.0 CLOSURE ........................................................................................................ 21

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

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FIGURES

Drawing No. 1 Borehole Location Plan

TABLES

Table 1 Construction Details and Elevation of Monitoring Wells

Table 2 Groundwater Analytical Results – City of Toronto Sewers By-Law

Table 3 Groundwater Monitoring Data

APPENDICES

Appendix A Legal Survey

Appendix B Proposed Redevelopment Drawings

Appendix C Borehole Logs

Appendix D Certificates of Analysis

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

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1.0 INTRODUCTION

6 Dawes Danforth Inc. (the Client) intends to redevelop the property located at 6

Dawes Road, Toronto, Ontario, M4C 5A7, (hereafter referred to as ‘the Site’).

McClymont & Rak Engineers Inc. (MCR) was retained to conduct a Geohydrology

Assessment for the Site to evaluate the requirements for temporary dewatering and

permanent drainage for the proposed redevelopment.

1.1 SCOPE OF WORK

The objectives of the Geohydrology Assessment are to determine the following:

Hydrogeological conditions of the Site, including the groundwater and

phreatic surface, subsurface elevations and flow patterns and the

interaction with the design and construction of the proposed development.

Reviewing the available background information for the Site obtained from

MCR’s files, City of Toronto, and architectural drawings.

Estimate the potential temporary dewatering flow rates during construction

and assessment of potential impacts on the surrounding environment.

Estimate the long term flow rates from the Permanent Water Drainage

System (PWDS) of the proposed building.

Assess the permitting requirements for both dewatering and discharge

with the Ministry of Environment, Conservation and Parks (MECP) and the

City of Toronto – Toronto Water (the City), respectively.

Summarize the findings in a Geohydrology Assessment Report.

1.2 SITE DESCRIPTION

The Site is located on the north side of Dawes Road, in a mixed residential and

commercial area of the City of Toronto. The Site is rectangular in shape with an

area of approximately 13,195.56 m2.

The Site is bounded by Dawes Road to the east, a commercial building/parking lot

is located to the north, Main Street to the west and the GO rail corridor to the south.

The Site is currently occupied with 14 commercial buildings.

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According to the Survey Plan KRCMAR (Appendix A), the Site is legally described

as: Parts of Lots 2 and 3, Concession 1, From the Bay and Part of Dawes Road,

City of Toronto.

1.3 PROPOSED DEVELOPMENT

The provided architectural drawings, by Quadrangle Architects Limited (Appendix

B), illustrate that the Site is proposed for residential/commercial redevelopment

with a forty [40] storey building (Tower 3) and a six [6] storey community centre on

the east side of the Site. A forty-nine [49] storey building and forty-six [46] storey

building (Towers 1 and 2), with six [6] and eleven [11] storey podiums, will be

located on the west-side of the Site. A partial basement is proposed under Tower

1 (in the east portion). No underground parking levels or basements are proposed

for the remaining redevelopment.

The finished floor elevation (FFE) at ground level is expected to be at an

approximate elevation of 130.40 meters above sea level (masl). The finished

basement slab elevation (BSE) is expected to be at an approximate elevation of

127.40 masl.

Presently, it is assumed that the proposed building structure can be supported by

drilled caissons/grade beam system. The shoring plan was assumed to cover 125

m by 28 m for the east-side of the Site and 132 m by 30 m for the west-side of the

Site.

A Private Water Drainage System (PWDS) will not be required for the proposed

developments, given that there are no below grade parking levels and it is

understood that the partial basement will be fully waterproofed. A conventional

soldier pile and lagging shoring system is expected for temporary

dewatering/excavation. Where adjacent structures exist, a caisson wall will be

required.

1.4 PROPERTY OWNERSHIP

The Site is owned and intended for redevelopment 6 Dawes Danforth Inc. The

Client is represented by Ms. Hilary Spriggs, with the following contact information:

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

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Ms. Hilary Spriggs 6 Dawes Danforth Inc. 476 Richmond Street West, Suite 200 Toronto, ON M5V 1Y2 E-mail: hilary@carlylecommunites.com

1.5 REVIEW OF PREVIOUS REPORTS

The following geo-environmental reports were provided for review prior to initiating

the investigation:

MCR report titled: Phase One, Environmental Site Assessment, 6 Dawes

Road, Toronto, Ontario, prepared for Centron Self Storage Inc., dated

February 2018.

MCR report titled: Phase Two, Environmental Site Assessment, 6 Dawes

Road, Toronto, Ontario, prepared for Centron Self Storage Inc., dated

February 2018.

Dominion Soil Investigation Inc. report titled: Proposed Mini Warehousing

Facility, Danforth & Main, Toronto, Ontario, prepared for Hardean

Corporation Inc., dated May 1987.

Agra Earth & Environmental report titled: Environmental Subsurface

Investigation, 6 Dawes Road, Scarborough, Ontario, prepared for

Hardean Corporation Inc., dated January 1996.

MCR report titled: Geotechnical Report, Proposed Residential

Development, 6 Dawes Road, Toronto, Ontario, prepared for 6 Dawes

Danforth Inc., dated November 2019.

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2.0 HYDROGEOLOGICAL CONDITIONS

2.1 PHYSICAL SETTING

The Site is located in the eastern portion of the City of Toronto and is situated in a

mixed-use residential and commercial area. The nearest major intersection is

Main Street and Danforth Avenue, located approximately 250 m north west of the

Site. There are no areas of natural significance within 30 m of the Site boundaries.

The nearest surface water body is Massey Creek, at approximately 1.15 km north

of the Site.

The Site is located at an average geodetic elevation of approximately 130 masl

and the topography across the Site is generally flat with a gentle slope towards the

southwest.

The Site is bounded by the following properties/features:

North Commercial building/parking lot

South Railway Corridor

East Dawes Road

West Main Street

2.2 TOPOGRAPHY

According to the Topographic Map 30 M/11, 9th Edition, published by Government

of Canada: Natural Resources Canada; Earth Sciences Sector, Canada Centre

for Mapping and Earth Observation, on July 19, 2013, the ground surface at the

Site is relatively flat with the surrounding area sloping gently to the southwest

towards the Don River.

2.3 REGIONAL GEOLOGY AND HYDROGEOLOGY

According to the geological map entitled "Quaternary Geology of Ontario,

Southern Sheet" Map 2556, published by the Ontario Ministry of Development and

Mines, dated 1991, the overburden in the study area consists of sand, gravelly

sand and gravel, nearshore and beach deposits. The groundwater typically tends

to flow towards south west, towards the Don River.

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According to the Ontario Ministry of Development and Mines, Map No. 2554

“Bedrock Geology of Ontario, Southern Sheet, 1991”, the bedrock typically

consists of Upper Ordovician shale, limestone, dolostone and siltstone.

It should be noted that the subsurface soil, rock and ground water conditions

described above represent generalized conditions only, and should not be

considered site specific.

2.4 LOCAL GEOLOGY AND HYDROGEOLOGY

On a local scale, geological conditions and hydrogeology are similar to the ones

at a regional scale. Locally, near surface groundwater flow may be influenced by

underground structures (e.g., service trenches, catch basins, and building

foundations or surface watercourses) and can be best confirmed through long-

term monitoring. No surface water features are present onsite and there are no

Provincially Significant Wetlands in the vicinity of the Site. Shale bedrock was not

intercepted at a depth of 30.75 meters below ground surface. The groundwater

table was encountered at depths ranging between 10.02 and 11.70 mbgs.

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3.0 SCOPE OF INVESTIGATION

3.1 OVERVIEW OF SITE INVESTIGATION

Twelve boreholes (BH 1 to BH 12) were drilled by Dominion Soil

Investigation Inc. from April 16 to 20, 1987. All boreholes were drilled to a

depth of 5.0 m.

Six boreholes (BH 101 to BH 106) were advanced by Agra Earth &

Environmental Inc on December 22, 1996 to depths ranging from 1.20 to

9.0 m.

The field investigation included the drilling of three boreholes (BH 1 to BH

3) by MCR on January 18, 2018. The boreholes were drilled to depths

ranging from 12.65 to 14.20 m.

Five additional boreholes (BH 101 to BH 105) were advanced by MCR

from February 1 to 6, 2019. The boreholes were advanced to depths

ranging from 12.60 to 30.75 m.

Seven supplementary boreholes (BH 201 to BH 203 and BH 301 to BH

304) were drilled by MCR during the period of August 26 to September 10,

2019. The boreholes were advanced to depths ranging from 12.60 to

30.90 m.

All MCR boreholes were equipped with monitoring wells for long-term

groundwater monitoring and sampling.

The borehole locations are showing in Drawing No. 1 and the records are

presented in Appendix C.

Groundwater levels were recorded from all available monitoring wells over

various dates and the data is presented in Table 1.

Groundwater samples were collected from BH 101 (by MCR) on February

8, 2019 and submitted for chemical analysis of the City of Toronto Sewers

By-Law criteria.

3.2 MONITORING WELL INSTALLATION

All MCR monitoring wells were installed with a 50 mm diameter schedule 40 PVC

pipe and a 3.05 m long slotted well screen. Well screens were surrounded by a

silica sand pack to at least 0.6 m above the top of screen with a bentonite seal

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extending from above the sand pack to within 0.5 m of the ground surface. All

monitoring wells were completed with a flush mounted cover at ground surface.

Monitoring well installation was done in accordance with the Ontario Water

Resources Act, Sections 35 to 50.

3.3 ELEVATION SURVEYING

The Dominion Soil Investigation Inc. borehole elevations were referred to the City

of Toronto Benchmark No. 1104 with an elevation of 131.396 m. MCR borehole

elevations are geodetic and metric and are referenced to the elevation of a

manhole located onsite with a referenced elevation of 130.12 masl, as indicated

on the Plan of Survey by KRCMAR Surveyors, dated February 16, 2017. All

borehole elevations are presented in Appendix C.

3.4 GROUNDWATER SAMPLING

Once completed, all groundwater sampling activities conducted by MCR staff will

be compliant with Ontario Regulation (O.Reg.) 153/04, as amended to O.Reg.

511/09 in July 2011.

All monitoring wells will be developed prior to sampling activities using a Waterra

Hydrolift II (HL-1217) inertial lift pump by purging at least three well volumes or

until the monitoring well was purged dry.

Groundwater samples will be obtained at least 24 hours post-development, under

static conditions, utilizing clear PVC bailers. All samples will be transferred into

appropriate containers. The samples submitted for analysis of VOC will be

collected with zero headspace. No samples will be field filtered, prior to chemical

analysis, in accordance with the standard.

3.5 GROUNDWATER ANALYSIS

All groundwater samples were submitted to ALS Laboratory Group (ALS) of

Richmond Hill, Ontario, certified by the Canadian Association for Laboratory

Accreditation (CALA), for chemical analysis. The Certificates of Analysis received

are included in Appendix D. The contact information for the laboratory used is

included below.

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

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ALS Laboratory Group

95 West Beaver Creek Road

Richmond Hill, ON L4B 1H2

All groundwater samples were submitted for bulk chemical analysis for the criteria

provided in the Toronto Municipal Code, Chapter 681, Sewers By-law. The results

of chemical analysis were compared to the criteria provided in Table 1 – Limits for

Sanitary and Combined Sewers Discharge and Table 2 – Limits for Storm Sewer

Discharge. These guidelines establish the maximum allowable concentrations of

specific analytical parameters for water discharged into either the municipal

sanitary and/or storm sewer system respectively.

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4.0 INVESTIGATION RESULTS

4.1 GEOLOGY

Ground surface elevations on Site ranged from 129.40 masl (BH 4) to 130.27 masl

(BH 105). Based on the investigation, the geologic formations beneath the Site

are illustrated in the borehole logs (Appendix C) and include the following (from

surface to depth):

Pavement: An asphalt layer, ranging from 30 to 100 mm in thickness, was present

at the surface of boreholes 101 to 106 (by Agra), 1 to 3, 101 to 105, 201 to 203

and 301 to 304 (by MCR). A granular fill layer, about 50 to 1470 mm in thickness,

was detected below the asphalt layer in all MCR’s boreholes except 302 and 304.

An additional asphalt layer, 75 mm in thickness, was observed below the granular

fill layer in borehole 105. A concrete slab, 150 mm in thickness, was observed

below the granular fill layer in borehole 102 (by MCR).

Organic Material/Topsoil: A layer of organic material/topsoil, 25 to 125 mm in

thickness, was present at the surface of boreholes 1, 3 – 6 and 8 – 11 (by

Dominion).

Granular Fill: A loose to compact granular fill layer was detected below the

pavement layer in borehole 105 (by MCR). The brown granular fill layer was in a

moist condition and consisted of sand and gravel. The granular fill layer extended

to a depth of 2.30 m.

Fill: A very loose to compact fill layer was observed at the surface of boreholes 2,

7 and 12 (by Dominion) and below the pavement/topsoil/granular fill layer in all

other boreholes except boreholes 105 (by MCR), 3 and 8 (by Dominion). The

brown to black fill layer was in a moist to wet condition and consisted of sand,

gravel and silt, sandy silt and silty sand with traces of coal, organics, cinders and

debris such as brick pieces. The fill layer extended to approximate depths ranging

from 0.60 to 5.35 m in all boreholes.

Due to the nature of fill and for the purpose of offsite disposal, the

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type/quality and extent of the existing fill should be explored by further test

pit investigation.

In order to determine the suitability of this organic material as topsoil, further

organic content analysis should be carried out.

Sand/Silty Sand/Sand and Gravel: A loose to very dense deposit of sand/silty

sand/sand and gravel was encountered below the fill/organic layers in all

boreholes. The brown/grey sand/silty sand/sand and gravel deposit was in a moist

to wet condition and contained traces of silt and gravel.

The sand/silty sand/sand and gravel layer extended to the full depth of all the

boreholes, except Borehole 202 where this deposit extended to the underlying silty

clay at an approximate depth of 30.50 m.

Silty Clay Hard silty clay layer was detected below the sand deposit in Borehole

202 at an approximate depth of 30.50 m and extended to the maximum depth of

the borehole. The moist to wet silty clay contained silt seams and trace of sand.

Although no cobbles or boulders were encountered during the geotechnical

investigation, using 100 to 150 mm diameter boreholes, the proposed

caisson/pile foundations will be installed in soils that went through historic

periods of glaciation. As a result, glacial drop stones, ranging from gravel

to boulders can be encountered within the overburden.

Groundwater: Upon completion of drilling, the groundwater level was measured

at depths ranging from 11.28 to 11.70 m in boreholes 102 to 104 (by MCR).

Groundwater was not measured in Boreholes 201 to 203 and 301 to 304 due to

the mud drilling techniques.

On January 23, 2018, groundwater levels were measured at depths ranging from

10.02 to 10.42 m in boreholes 1 to 3 (by MCR).

On February 8, 2019, groundwater levels were measured at depths ranging from

10.10 to 10.60 in boreholes 101 to 105 (by MCR). The results are summarized on

the Record of Borehole Sheets in Appendix C and Table 1.

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4.2 GROUNDWATER LEVEL MONITORING

All current and past groundwater monitoring data is presented in Table 1. It should

be noted that groundwater levels are subject to seasonal fluctuations. All

groundwater levels were measured manually with an electric water level meter

and with respect to the geodetic borehole elevations. The monitoring wells must

be decommissioned, prior to construction, in accordance with Regulation 903 by

a qualified contractor.

The interpreted groundwater flow direction is based on the 2019 rounds of water

table elevation measurements. Confidence in the groundwater flow direction could

be increased with additional rounds of water table elevation measurements. The

interpreted local direction of hydraulic movement across the Site is inferred to be

in a south western direction, towards the Don River/Lake Ontario.

4.3 GROUNDWATER QUALITY

The groundwater samples collected from BH 101 in February 2019 were analyzed

for the City of Toronto Sewers By-Law criteria. The results of chemical analysis

(Table 2) indicate that the sample complies with the Table 1 Limits for Sanitary &

Combined Sewers Discharge for all parameters analyzed. The following

exceedances were recorded for the Table 2 Limits for Storm Sewer Discharge:

Total Suspended Solids (46.0 mg/L vs. 15 mg/L) and Biological Oxygen Demand

(119 mg/L vs. 15 mg/L).

4.4 GROUNDWATER DISCHARGE ASSESSMENT

Presently, the groundwater onsite can be discharged to the City sanitary or

combined sewer system with no additional filtration or treatment. A filtration and

treatment system for suspended solids and biological oxygen demand would be

required prior to discharging to the storm sewer system. A dewatering contractor

should be approached to explore the possibility of treatment if discharge to the

storm sewer is required.

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5.0 REVIEW AND EVALUATION

5.1 TEMPORARY DEWATERING ASSESSMENT

The excavation for the proposed development will extend into silty sand/sand

layer. The ground floor elevation is expected to be at 130.40 masl for both the east

and west development. The basement floor slab elevation is expected to be at an

elevation of 127.40 masl. The proposed buildings are expected to be supported

by drilled caissons founded in the undisturbed competent native sand soils.

In order to protect the sides/bottom of the excavation from being disturbed by

excess groundwater pressure, i.e. to prevent quick dilating silt conditions, the

groundwater table will be lowered 2.0 m below the bottom of the excavations.

Positive dewatering such as sumps might be required for the proposed

excavations. For the proposed buildings, groundwater is required to be drawn

down minimum 2 m below the underside of the ground floor/basement level.

The average ground water level recorded in the monitoring wells is at an elevation

of 119.83 masl. Given that the ground floor/basement slab elevation would be

about 7.6 to 10.6 m above the groundwater table, it is in our opinion that positive

construction dewatering might be required for localized areas of the exposed

subgrade/elevator shaft.

5.1.1 Numerical Analysis

Although dewatering will be localized, the occurrence of storm events during

excavation works is unavoidable and significant seepage influx could be

generated within the shoring precinct on storm events greater than 15 mm in 24

hours. Therefore, as a precautionary measure, along with preparing for directing,

sump-collecting and pumping the excess storm water from the Site, we

recommend applying with Toronto Water for a temporary discharge permit.

Assuming a rainfall event of 25 mm over a 24-hour period, about 88 m3/day (16

USG/min) for the eastern development and 99 m3/day (18 USG/min) for the

western development of water may need to be discharge to the municipal sewer

system from the Site, during the time of construction.

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5.2 PERMANENT FOUNDATION DRAIN FLOW RATES

For the proposed development, it is understood that the ground finished floor

elevation (FFE) will be at an elevation of approximately 130.40 masl. The finished

basement slab elevation (BSE) is expected to be at an approximate elevation of

127.40 masl. It is also understood that the basement will be fully waterproofed.

There are no proposed below-grade parking levels for the remainder of the

development. The only slab for the proposed construction is at the existing ground

level. Under these conditions, a sub-floor PWDS is not necessary and, therefore,

not required.

5.3 MECP PERMIT TO TAKE WATER REQUIREMENT

The Permit to Take Water (PTTW) requirements for construction site dewatering

have been updated to the current O.Reg.63/16 amendment to Environmental

Protection Act. In accordance with the updated regulation, construction site

dewatering will require a complete PTTW application when water takings greater

than 400,000 L/day are predicted. Groundwater taking between 50,000 L/day and

400,000 L/day will require a limited PTTW via an online application process

through the Environmental Activity and Sector Registry (EASR). Groundwater

taking from a proposed building structure by means of a PWDS will require a

PTTW when water taking is greater than 50,000 L/day. The complete permit

application process for PTTW takes approximately twelve weeks to review and is

required prior to applying for the discharge permits.

The maximum anticipated temporary dewatering discharge rate was calculated at

approximately 88 m3/day for the eastern development and 99 m3/day for the

western development. Therefore, a limited PTTW application will be required to be

applied for with the MECP for both proposed developments.

The partial basement under Tower 1 will be fully waterproofed and there are no

below-grade parking levels proposed for the remaining redevelopment. The only

slab for the proposed construction is at the existing ground level for Towers 2 and

3 and the community centre. Under these conditions, a PWDS will not be

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necessary and a PTTW from the MECP will not be required for either proposed

developments.

In accordance with the current Ontario Regulation 387/04 for Water Taking, every

person to whom a permit has been issued under section 34 of the Act shall collect

and record data on the volume of water taken daily. The data collected shall be

measured by a flow meter or calculated using a method acceptable to a Director.

5.4 TORONTO WATER DISCHARGE PERMIT REQUIREMENTS

The City of Toronto – Toronto Water requires that any private water to be

discharged into the City sewer system must have a permit or agreement in place

in order to discharge; this applies to all water not purchased from the City water

supply. For temporary dewatering during the construction phase, this includes all

groundwater and storm water that is collected or encountered during site

excavation. For the PWDS, this includes all groundwater that is constantly

pumped as a result of the PWDS elevation located below the groundwater table

elevation or through storm water infiltration.

The groundwater quality sample collected in February 2019 indicates that the

water onsite can be discharged to the City sanitary or combined sewer system

without any filtration or treatment system. A filtration/treatment system for

suspended solids and biological oxygen demand would be required prior to

discharging to the storm sewer system. A dewatering contractor should be

approached to explore the possibility of treatment if discharge to the storm sewer

is required. A short-term temporary dewatering permit must be applied for

construction dewatering with Toronto Water.

5.5 ENVIRONMENTAL PROTECTION

The Site is located within the Don River drainage basin and the river is

approximately 5.50 km west of the Site. There are no areas of natural significance

within 250 m. There are no ecological features, areas of natural significance, or

provincially significant wetlands in the vicinity of the Site. The Site is located in the

City of Toronto urban environment, which obtains its municipal water supply from

Lake Ontario. Therefore, there are no potable groundwater users within the

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vicinity of the Site.

A Phase One Environmental Site Assessment (ESA) was completed by MCR for

the Site, in February 2018. Based on historical records, the first developed use of

the Site was part of a lumber yard and a rail line in the 1940s. Since the 1980s,

the Site has been used for commercial use as a public storage facility. The Phase

One ESA outlined several on-site and off-site Potentially Contaminating Activities

(PCAs) including importation of fill material of unknown quality, wood treating and

preservative facility and bulk storage of treated and preserved wood products. The

report concluded that further environmental investigation is warranted for the Site.

A Phase Two ESA was completed by MCR for the Site, in February 2018. The

groundwater quality analytical results were compared to the MOECC Table 3 non-

potable groundwater standards. The results indicated that the groundwater quality

beneath the Site satisfies the MOECC Table 3 standards for all parameters

analyzed.

Presently, the groundwater onsite can be discharged to the City sanitary or

combined sewer system without any filtration or treatment system. A

filtration/treatment system for suspended solids and biological oxygen demand

would be required prior to discharging to the storm sewer system. A dewatering

contractor should be approached to further explore the possibility of treatment if

discharge to the storm sewer is required.

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6.0 CONCLUSIONS AND RECOMMENDATIONS

McClymont & Rak Engineers Inc. was retained to conduct a Geohydrology

Assessment for the Site in relation to the proposed redevelopment. The Site is

currently occupied with 14 commercial buildings and a parking lot.

The provided architectural drawings, by Quadrangle Architects Limited (Appendix B),

illustrate that the Site is proposed for residential/commercial redevelopment with a forty

[40] storey building (Tower 3) and a six [6] storey community centre on the east side

of the Site. A forty-nine [49] storey building and forty-six [46] storey building (Towers 1

and 2), with six [6] and eleven [11] storey podiums, will be located on the west-side of

the Site. A partial basement is proposed under Tower 1 (in the east portion). No

underground parking levels or basements are proposed for the remaining

redevelopment.

The finished floor elevation (FFE) at ground level is expected to be at an approximate

elevation of 130.40 meters above sea level (masl). The finished basement slab

elevation (BSE) is expected to be at an approximate elevation of 127.40 masl.

Presently, it is assumed that the proposed building structure can be supported by

drilled caissons. The shoring plan was assumed to cover 125 m by 28 m for the east-

side of the Site and 132 m by 30 m for the west-side of the Site.

A Private Water Drainage System (PWDS) will not be required for the proposed

developments, given that there are no below grade parking levels and it is understood

that the partial basement will be fully waterproofed. A conventional soldier pile and

lagging shoring system is expected for temporary dewatering/excavation. Where

adjacent structures exist, a caisson wall will be required.

The excavation for the proposed development will extend into silty sand/sand layer.

The ground floor elevation is expected to be at 130.40 masl for both the east and west

development. The basement floor slab elevation is expected to be at an elevation of

127.40 masl. The proposed buildings are expected to be supported by drilled caissons

founded in the undisturbed competent native sand soils.

In order to protect the sides/bottom of the excavation from being disturbed by excess

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groundwater pressure, i.e. to prevent quick dilating silt conditions, the groundwater

table will be lowered 2.0 m below the bottom of the excavations.

Positive dewatering such as sumps might be required for the proposed excavations.

For the proposed buildings, groundwater is required to be drawn down minimum 2 m

below the underside of the ground floor/basement level.

The average ground water level recorded in the monitoring wells is at an elevation of

119.83 masl. Given that the ground floor/basement slab elevation would be about 7.6

to 10.6 m above the groundwater table, it is in our opinion that positive construction

dewatering might be required for localized areas of the exposed subgrade/elevator

shaft.

The discharge rate for temporary construction dewatering was calculated at

approximately 88 m3/day (16 USG/min) for the eastern development and 99 m3/day

(18 USG/min) for the western development. Therefore, based on the amended O.Reg.

63/16 to the Environmental Protection Act, a limited PTTW application will be required

from the MECP and a temporary discharge permit will be required from the Toronto

Water for both proposed developments.

The partial basement under Tower 1 will be fully waterproofed and there are no below-

grade parking levels proposed for the remaining redevelopment. The only slab for the

proposed construction is at the existing ground level for Towers 2 and 3 and the

community centre. Under these conditions, a PWDS will not be necessary and a

PTTW from the MECP will not be required for either proposed developments.

Presently, the groundwater onsite can be discharged to the City sanitary or combined

sewer system with no additional filtration or treatment. A filtration and treatment

system for suspended solids and biological oxygen demand would be required prior to

discharging to the storm sewer system. A dewatering contractor should be approached

to explore the possibility of treatment if discharge to the storm sewer is required.

The application process, where a full PTTW is required, can take at least three months

for a review by the MECP and has to be approved prior to applying for discharge

permits. The limited online process through the EASR can be completed in several

hours. It is recommended that applications to Toronto Water for discharge permits be

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

18

applied for at least four months prior to the required start dates. Applications are to be

supported by drawings and calculations provided by the mechanical and the site

servicing consultant and coordination is required amongst all disciplines.

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

19

7.0 REFERENCES

1. Ontario Ministry of the Environment. Soil, Ground Water and Sediment

Standards for Use Under Part XV.1 of the Environmental Protection Act.

April15, 2011.

2. Ontario Ministry of Northern Development and Mines. Quaternary Geology of

Ontario - Southern Sheet, Map 2556, 1991.

3. Ontario Ministry of Northern Development and Mines. Bedrock Geology of

Ontario-Southern Sheet, Map 2544, 1991.

4. D.K. Todd, Groundwater Hydrology, 2nd Edition, John Wiley & Sons, New York,

1980.

5. L.W. Mays, Water Resources Engineering, 1st Edition, John Wiley & Sons,

New York, 2001.

6. R.F. Craig, Soil Mechanics, 7th Edition, Spon Press, London, 2004.

7. MCR report titled: Phase One, Environmental Site Assessment, 6 Dawes

Road, Toronto, Ontario, prepared for Centron Self Storage Inc., dated

February 2018.

8. MCR report titled: Phase Two, Environmental Site Assessment, 6 Dawes

Road, Toronto, Ontario, prepared for Centron Self Storage Inc., dated

February 2018.

9. Dominion Soil Investigation Inc. report titled: Proposed Mini Warehousing

Facility, Danforth & Main, Toronto, Ontario, prepared for Hardean Corporation

Inc., dated May 1987.

10. Agra Earth & Environmental report titled: Environmental Subsurface

Investigation, 6 Dawes Road, Scarborough, Ontario, prepared for Hardean

Corporation Inc., dated January 1996.

11. MCR report titled: Geotechnical Report, Proposed Residential Development, 6

Dawes Road, Toronto, Ontario, prepared for 6 Dawes Danforth Inc., dated

November 2019.

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

20

8.0 STATEMENT OF LIMITATIONS

McClymont & Rak Engineers, Inc. (MCR) conducted the work associated with this report in accordance with the scope of services, time and budget limitations imposed for this work. The work has been conducted according to reasonable and generally accepted local standards for an environmental consultant at the time of the work. No other warranty or representation, expressed or implied, is included or intended in this report. The work was designed to provide an overall assessment of the environmental conditions at the Site. The conclusions presented in this report are based on the information obtained during the investigation. The work is intended to reduce the client’s risk with respect to environmental impairment. No work can completely eliminate the possibility of further environmental impairment on the Site. It should be noted that subsurface conditions might vary at locations and depths other than those locations where borings, surveys or explorations were made by MCR. Other contaminants, not tested for in this work, may also potentially be present on the Site. Even with exhaustive investigation, it is not possible to warranty the Site will be free of contaminants. Should conditions, not observed during the work, become apparent, MCR should be immediately notified to assess the situation and conduct additional work, where required. The findings of this report are based on conditions as they were observed at the time of the work. No assurance is made regarding changes in conditions subsequent to the time of the work. Remediation cost estimates is based on the available information. The estimated costs for remediation only represent the costs for the clean-up of known contaminants that have been identified during the work. Additional costs may be incurred as a result of other contaminants or areas of contamination identified by subsequent work. Regulatory statutes are subject to interpretation. These statutes and their interpretation may change over time, thus these issues should be reviewed with appropriate legal counsel. MCR relied on information provided by others in this report. MCR cannot guarantee the accuracy, completeness and reliability of the information provided by others, although MCR staff attempted to seek clarification on information provided and verifies authenticity, where practical. The report and its attachments were prepared for and made available for the sole use of the client. MCR will not be responsible for any use or interpretation of the information contained in this report by any other party without the prior expressed written consent of MCR.

Geohydrology Assessment 6 Dawes Road, Toronto, Ontario

21

9.0 CLOSURE

In accordance with your request and authorization, McClymont and Rak Engineers

Inc. completed this Geohydrology Assessment Report. This report presented the

methodology, findings and conclusions of the investigation. The Statement of

Limitations for all work performed as part of this investigation is included.

We trust that the information provided in this report is sufficient for your present

requirements. Should you have any further questions, please do not hesitate to

contact our office. Thank you for retaining McClymont & Rak Engineers, Inc. for this

project.

Respectfully,

MCCLYMONT & RAK ENGINEERS INC.

Prepared By:

Richard Sukhu, B.Eng.

Reviewed By:

Lad Rak, P.Eng., M.Eng., QPESA

Date of Issue: November 20, 2019

FIGURES

BH101

MA

IN S

TR

EE

T

DA

WE

S R

OA

D

METROLINX

DA

WE

S R

OA

D

DA

WE

S R

OA

D

BH1

BH3

BH101

BH102

BH103

BH104BH105BH106

BH1

BH2

BH3

BH4

BH5

BH6

BH7

BH8

BH9

BH10

BH11

BH12

A'A

B'

B

BH102

BH103

BH105

BH104

BH301

BH201

BH302

BH303 BH202

BH203

BH304

Drawing Notes: Image drafted from property survey, Toronto Maps, Google Maps, and site inspections. Not for construction purposes.

LEGEND:PHASE ONE & PHASE TWO PROPERTY BOUNDARY

MONITORING WELL INSTALLED BY MCR, 2018-2019

BOREHOLE ADVANCED BY DOMINION, 1987 & AGRA, 1996

BOREHOLELOCATION PLAN

ME5288 OCTOBER 2019 1

6 DAWES ROAD, TORONTO, ONTARIO

PROJECT NORTH

TRUE NORTH

SCALE (m)

0 5 10 20 25 50

TABLES

McCLYMONT AND RAK ENGINEERS INC. GEO-ENVIRONMENTAL CONSULTANTS

TABLE 1

CONSTRUCTION DETAILS AND ELEVATION OF MONITORING WELLS GROUND

SURFACE

ELEVATION

WATER LEVEL GROUNDWATER

ELEVATION

DATE OF

MEASUREMENT

DEPTH OF

WELL

DEPTH OF

BENTONITE

LENGTH OF

SCREEN

INSIDE

DIAMETER OF

PIPE(masl) (mbgs) (masl) (mm/dd/yyyy) (mbgs) (mbgs) (m) (mm)

- - 1/18/2018

10.08 120.21 1/23/2018

- - 1/18/2018

10.02 120.10 1/23/2018

- - 1/18/2018

10.42 119.63 1/23/2018

- - 2/4/2019

10.60 119.34 2/8/2019

11.28 118.68 2/4/2019

10.36 119.60 2/8/2019

11.28 118.72 2/5/2019

10.27 119.73 2/8/2019

11.43 118.55 2/6/2019

10.10 119.88 2/8/2019

11.70 118.57 2/1/2019

10.25 120.02 2/8/2019

- - 9/5/2019

- - -

- - 8/30/2019

- - -

- - 8/27/2019

- - -

- - 9/6/2019

- - -

- 9/9/2019

- - -

- - 9/10/2019

- - -

- - 8/28/2019

- - -

Min 129.94 10.02 118.55 - 8.23 - - - -

Max 130.29 11.70 120.21 - 13.72 - - - -

Average 130.06 10.65 119.42 - 12.40 - - - -

NOTE:

mbgs - meters below ground surface

masl - meters above sea level

N/A - Not Applicable

NF - Not Found

50 FLUSH MOUNTBH 303 130.10 12.19 8.53 3.05

50 FLUSH MOUNT

BH 302 130.00 12.19 8.53 3.05 50 FLUSH MOUNT

BH 301 129.95 12.19 8.53 3.05

50 FLUSH MOUNT

BH 203 130.04 13.41 9.75 3.05 50 FLUSH MOUNT

BH 202 130.10 13.72 9.75 3.05

50 FLUSH MOUNT

BH 201 130.00 12.19 8.23 3.05 50 FLUSH MOUNT

BH 105 130.27 12.19 8.50 3.05

50

50

FLUSH MOUNT

FLUSH MOUNT

FLUSH MOUNT

FLUSH MOUNT

FLUSH MOUNT

FLUSH MOUNT

FLUSH MOUNT

50

50

50

50

50

9.75

10.06

3.05

3.05

3.05

3.05

3.05

3.05

3.05

50 FLUSH MOUNT

130.12

130.05

129.94

129.96

130.00

129.98 12.19

12.19

11.89

13.72

12.19

13.72

BH 304 130.15 8.23 12.19 3.05

MONITORING

WELL ID

TOP OF

MONITORING

WELL

BH 104

BH 103

BH 102

BH 101

BH 3

BH 2

BH 1 130.29 13.72

8.50

8.50

8.25

9.75

8.23

McCLYMONT AND RAK ENGINEERS INC.GEO-ENVIRONMENTAL CONSULTANTS

TABLE 2

GROUNDWATER ANALYTICAL RESULTS - CITY OF TORONTO SEWERS BY-LAW DISCHARGE CRITERIA

MCR JOB#: MGE5288

SITE ADDRESS: 6 Dawes Road, Toronto, ON

BH 101

8-Feb-19

pH pH Units 6.0 - 9.5 6.0 - 11.5 7.51

Total Suspended Solids mg/L 15 350 46.0

Fluoride (F-) mg/L - 10 0.57

Total Kjeldahl Nitrogen (TKN) mg/L - 100 7.81

Total Phosphorus (P) mg/L 0.4 10 0.1040

Total Cyanide (CN) mg/L 0.02 2 <0.0020

Escherichia Coli CFU/100mL 200 - <10

Total Aluminum (Al) mg/L - 50 0.144

Total Antimony (Sb) mg/L - 5 0.00029

Total Arsenic (As) mg/L 0.02 1 0.00131

Total Cadmium (Cd) mg/L 0.008 0.7 0.000032

Total Chromium (Cr) mg/L 0.08 4 0.00195

Total Cobalt (Co) mg/L - 5 0.0006

Total Copper (Cu) mg/L 0.04 2 0.0025

Total Lead (Pb) mg/L 0.12 1 0.00061

Total Manganese (Mn) mg/L 0.05 5 0.033

Total Mercury (Hg) mg/L 0.0004 0.01 <0.000010

Total Molybdenum (Mo) mg/L - 5 0.0068

Total Nickel (Ni) mg/L 0.08 2 0.00105

Total Selenium (Se) mg/L 0.02 1 0.000623

Total Silver (Ag) mg/L 0.12 5 <0.000050

Total Tin (Sn) mg/L - 5 0.00059

Total Titanium (Ti) mg/L - 5 0.00177

Total Zinc (Zn) mg/L 0.04 2 <0.0030

Chromium (VI) mg/L 0.04 2 <0.00050

Biological Oxygen Demand mg/L 15 300 119

Total Oil & Grease (Animal/Vegetable) mg/L - 150 <2.0

Total Oil & Grease Mineral/Synthetic mg/L - 15 <1.0

Phenols-4AAP mg/L 0.008 1 0.0058

Benzene µg/L 2 10 <0.50

Chloroform µg/L 2 40 1.8

1,2-Dichlorobenzene µg/L 5.6 50 <10

1,4-Dichlorobenzene µg/L 6.8 80 <10

cis-1,2-Dichloroethylene µg/L 5.6 4000 <0.50

Dichloromethane (Methylene Chloride) µg/L 5.2 2000 <2.0

trans-1,3-Dichloropropene µg/L 5.6 140 <0.50

Ethylbenzene µg/L 2 160 <0.50

1,1,2,2-Tetrachloroethane µg/L 17 1400 <0.50

Tetrachloroethylene µg/L 4.4 1000 <0.50

Toluene µg/L 2 16 <0.50

Trichloroethylene µg/L 7.6 400 <0.50

o-Xylene µg/L - - <0.50

m+p-Xylenes µg/L - - <1.0

Xylene (Total) µg/L 4.4 1400 <1.1

Total PAHs (18 PAHs) µg/L 2 5 <1.7

Bis(2-ethylhexyl)phthalate µg/L 8.8 12 <2.0

3,3'-Dichlorobenzidine µg/L 0.8 2 <0.40

Di-n-butylphthalate µg/L 15 80 <1.0

Pentachlorophenol µg/L 2 5 <0.50

Total PCBs µg/L 0.4 1 <0.040

Nonylphenol µg/L 1 20 <1.0

Total Nonylphenol Ethoxylates µg/L 10 200 <2.0

BOLD Exceeds Criteria - Table 1 Sanitary and Combined Sewer

BOLD Non-Detect Exceeds Criteria - Table 1 Sanitary and Combined Sewer

BOLD Exceeds Criteria - Table 2 Storm Sewer Criteria

BOLD Non-Detect Exceeds Criteria - Table 2 Storm Sewer Criteria

LIMITS FOR STORM

SEWER DISCHARGE

LIMITS FOR SANITARY

& COMBINED SEWERS

DISCHARGE

UNITSPARAMETER

Project: Proposed Residential Development

Location: 6 Dawes Road, Toronto, ON

Date: April-19

Project #: MG5288

TABLE 3 GROUNDWATER MONITORING DATA

Borehole Surface

Number Elevation Depth Elevation

(masl) (mbgs) (masl)

BH 1 130.29 10.08 120.21

BH 2 130.12 10.02 120.10

BH 3 130.15 10.42 119.73

BH 101 129.94 10.60 119.34

BH 102 129.96 10.36 119.60

BH 103 130.00 10.27 119.73

BH 104 129.98 10.10 119.88

BH 105 130.27 10.25 120.02

Average 130.09 10.26 119.83

Max 120.21

2/8/2019

2/8/2019

1/23/2018

2/8/2019

2/8/2019

2/8/2019

Water Level Monitoring Date

NOTES(mm/dd/yyy)

1/23/2018

1/23/2018

MCR McCLYMONT & RAK ENGINEERS, INC. GROUNDWATER GEO-ENVIRONMENTAL CONSULTANTS

112

114

116

118

120

122

124

126

128

130

132

BH 1 BH 2 BH 3 BH 101 BH 102 BH 103 BH 104 BH 105

Ele

vati

on

(m

asl)

Monitoring Well

GROUNDWATER LEVELS

Surface

Groundwater

APPENDIX A

APPENDIX B

2000

0m2500

0m

POPS

GO STATION527 m²5669 ft²

OUTDOORAMENITY

32 Storeys

ApprovedTower

2 Storeys

ExistingMain Square CRC

32 Storeys

ApprovedTower

2 Storeys

ExistingMain Square CRC

Edge of Rail Tracks(To be confirmed by by surveyor)

CRASH WALL

CRASH WALL

ASPHALT

134.6

8

CCFD

130.9

0126

CC

(Top)

130.7

6

MH

(Top)

130.7

7

MH

(Bc)

130.6

8

(Bc)

130.6

2(T

c)

130.6

3

130.5

9

130.6

1

130.6

0

130.4

0

(Top)

130.3

6

MH

(Top)

130.3

5

MH

130.2

6

130.2

3

130.4

8

130.5

0

130.5

4

130.7

2

130.6

5

130.6

4

130.64

130.6

7

130.7

1

130.4

7

130.3

8SN

130.3

4

130.4

8

130.5

3

130.6

4

130.7

6 130.7

1

130.7

7

WV

(Tc)

130.7

4 (Bc)

130.7

3

(Bc)

130.6

7(T

c)

130.6

9

130.7

1

130.6

8

130.6

1

130.6

0

130.4

5

WV

HP\LS

FH

130.4

6

130.3

1

130.2

5

130.19

130.2

913

0.3

0

130.3

8

130.3

013

0.3

2

130.2

9

130.4

7

130.4

7(Tc)

130.4

4 (Bc)

130.3

2(B

c)

130.2

7(T

c)

130.4

2

(Tc)

130.4

4 (Bc)

130.3

5BOL

130.2

8

(Tc)

130.4

5 (Bc)

130.3

1

(Bc)

130.2

1(T

c)

130.4

0

BOL

130.4

313

0.4

6

130.4

5

130.2

9

130.2

3

FH

WV

BOLBOLBOL

POST130.19

130.19

130.2

113

0.19

SILL

130.28

SILL

130.28

130.2

7

130.2

2

HP

130.4

1130.4

4

130.4

5

130.4

1

130.6

3915

0TR

130.6

3915

1TR130.6

2915

2TR13

0.6

0915

3TR

135.6

1

136.2

5

136.9

6

130.11 130.2

5

SILL

130.28

SILL

130.28

BOL

SILL

130.15

SILL

130.18

BOL

130.2

1 130.19

130.2

6

130.13

BOL

130.14

(Tc)

130.2

7 (Bc)

130.19

(Bc)

130.15

(Tc)

130.18

(Tc)

130.15

(Bc)

130.10

(Bc)

130.0

9(T

c)

130.13

130.08

130.2

0

130.19

130.2

0

130.2

4

130.2

4

130.2

1

130.19

FH

130.10

130.10

129.9

813

0.0

1

130.0

0

129.8

9

(Top)

129.8

1

CB

BOL

130.13

130.14

SILL

130.22

130.12

SILL

130.14

BOL

BOL

130.11

130.14

130.0

9

130.3

5

130.3

9

130.15

130.4

2

130.3

4

130.4

1933

4TR

1

130.4

8933

5TR

1

130.5

3933

6TR

1

132.0

2

BOL

130.11

130.11

130.13

130.11

130.13

BOL

(Tc)

130.12 (B

c)

130.0

8

130.13

130.14

130.12

130.10

BOL

130.0

9

130.15130.14

130.13

(Tc)

130.12 (B

c)

130.12

130.15

(Tc)

130.13

(Bc)

130.11

BOL130.14

(Tc)130.12(Bc)130.12

BOL

130.15

130.13

130.15

(Bc)

130.13

(Tc)

130.14

(Tc)

130.11

(Bc)

130.12

130.15

BOL

130.12

BOL

130.11

130.15

130.16

130.10

129.9

612

9.9

9

129.9

1

129.8

4

129.8

912

9.9

2

129.9

0

FH

130.0

1 BOL

130.0

2

129.9

313

0.0

0

130.0

4

SILL

130.07

SILL

130.18

130.16

BOL130.0

0

130.0

9

130.0

1

130.0

0

BOL

129.9

3

130.0

5

130.0

2

130.2

3

130.15

129.8

3

130.0

9

131.78

131.85

129.9

2

130.0

0

129.9

412

9.9

4

130.0

3

SILL

130.07

BOL

130.0

3

130.0

3

130.0

2

130.0

3

BOL

130.0

3

130.0

1

130.0

5

130.0

4

129.9

9

129.9

9

130.13

130.13

129.9

2

129.9

9

130.17

130.16954

5TR

2

130.2

1954

6TR

2

130.11954

7TR

2

130.2

3

(Tc)

130.2

2 (Bc)

130.0

6

(Bc)

130.0

1(T

c)

130.2

013

0.19

130.0

2

129.8

9

129.9

3130.0

1

130.0

3

130.0

3

BOLBOL

130.0

1

130.0

2

129.9

5

129.8

7

BOL

129.9

3

129.9

3

130.0

1

BOL

130.0

2

129.9

8

129.9

3

129.9

3

129.9

1

BOL

130.0

0

129.9

9

129.9

1

BOL

129.9

8

129.8

7

129.8

9

129.9

6

BOL

130.0

6

130.0

5

130.0

6

130.0

6

BOL

130.0

2

130.0

0

BOL

130.0

6

130.0

313

0.0

4

BOL

129.9

8

130.11

131.63

130.0

2131.07

130.7

5

130.19

129.9

6

129.9

7

130.0

4

130.0

2

130.0

2

130.0

1

130.0

1

130.0

2

130.0

5

130.0

3

129.9

712

9.9

0

129.8

9

129.8

812

9.9

0

129.9

6 129.9

6

129.9

2

130.0

4

130.0

1

130.0

1

129.9

8

129.9

7 129.9

9

130.0

213

0.0

0

129.8

4

129.9

2

130.16

130.19

130.15

130.6

7

130.19

130.2

8

130.2

8

129.9

5

130.0

3

129.9

8

130.17

130.0

9

129.9

6

130.0

2

129.9

9

130.0

9

129.9

7

130.0

5

130.0

8

130.2

0

130.0

5

130.18 13

0.17

(Tc)

130.2

6 (Bc)

130.11

129.8

3

129.7

8(B

c)

130.0

1(T

c)

130.15

(Tc)

130.11 (B

c)

129.9

8LP

(Bc)

129.9

9(T

c)

130.10

(Tc)

130.0

9 (Bc)

130.0

0

(Bc)

129.9

7(T

c)

130.11

(Tc)

130.14 (B

c)

130.0

012

9.8

8

129.8

7

129.9

0

129.9

0

129.8

7

135.16

BSMARK

133.3

4

135.6

3

129.9

21116

SIB

129.9

11117

IBFD

129.8

91118

IBFD

129.9

21119

IBFD

129.9

8

131.811135

BLD1

31.711136

BLD

131.63

131.64

131.63

131.63

137.8

31143

TMARKCCFD

133.2

01156

C

(Tw)

132.9

2

132.8

51160

C

(Tw)

134.8

0

134.4

5

(Tw)

134.8

1

132.8

31166

CONWALL

132.9

81168

STR

133.8

0

133.9

7

134.8

01174

STR

132.4

81176(T

w)

132.8

8(T

w)

132.5

0

132.4

3

132.4

8

(Tw)

132.4

4

(Tw)

132.4

513

2.4

3

132.3

6

(Tw)

132.4

3(T

w)

132.19

(Tw)

132.15

(Tw)

132.7

1

132.6

4

132.7

91193

C

132.8

71194

CURB

132.8

01197

CONWALL

132.18

(Tw)

131.78

131.751202

CONWALL

132.7

9

132.8

91209

CONWALL

132.8

21210

CONWALL

130.2

3

(Bc)

130.14

(Tc)

130.0

1(Bc)

130.11

(Tc)

130.2

3

130.19

131.55

131.53

131.69

131.521818

CRBC

131.541819

CRBC

131.631820

CRBC

(Tc)

131.72 (B

c)

131.62

(Bc)

131.65

(Tc)

131.76

(Tc)

131.77 (B

c)

131.66

(Bc)

131.68

(Tc)

131.77

(Tc)

131.78 (B

c)

131.68

(Tc)

131.67

(Tc)

131.77

(Tc)

131.76

(Tc)

131.69

131.711835

CRBC

131.681836

CRBC

(Tc)

131.73 (B

c)

131.63

(Bc)

131.58

(Tc)

131.70

(Tc)

131.70 (B

c)

131.58

(Tw)

132.4

2

132.4

21847

VEN

T

132.4

21848

VEN

T132.4

1

132.2

3

132.2

4

(Tw)

132.4

1

(Tw)

132.4

2

(Tw)

132.4

213

1.83

131.79(Tw)

132.4

2

132.4

013

1.86

LS

131.82

(Tw)

132.3

9(T

w)

132.3

813

2.13

(Tw)

132.2

1

132.2

0(T

w)

132.3

9

132.2

2132.2

8(T

w)

132.4

0

(Tw)

131.72

LS LS

(Tw)

132.4

0

132.2

913

2.19

(Tw)

132.4

013

2.2

1

131.83 (T

w)

131.70

132.19

132.18

(Tw)

131.80

(Tw)

131.81

131.71

131.70

131.79

(Top)

131.63

CB

FP

(Top)

131.65

(Top)

131.42

CB

(Top)

131.48

CB

(Top)

131.48

CB

(Top)

131.51

CB

(Top)

131.53

CB

131.62

131.55

LS

135.3

2268

8CLF

(Tc)

135.2

9 (Bc)

135.13

(Tc)

134.5

9

(Bc)

134.4

4

135.6

5

135.6

9

135.7

2

135.3

8

135.8

1

129.8

9

129.8

2

129.9

1

129.9

1

129.8

4

129.7

5

129.9

2

129.9

5

129.9

2

129.9

0

129.8

512

9.9

1

129.8

8

129.7

7

129.9

5

129.9

5

(Bc)

135.2

0

(Tc)

135.3

6

(Tc)

135.9

5

(Bc)

135.8

0

(Tc)

136.6

4

(Bc)

136.4

9

HP

HP

(Tw)

137.5

2

(Tc)

137.5

0

(Bc)

137.3

5

137.6

813

7.7

2

137.7

3

138.5

7603

5ZST

RAI L

138.5

6603

6ZST

RAI L

138.5

8

9

(Tc)

138.16

(Bc)

137.9

0

135.4

2605

0ZCLF

135.4

2605

1ZSW

(Bc)

136.0

0(T

c)

136.13

HP\LS136.2

1605

7ZSW

137.0

3605

8ZSW

(Tc)

136.9

8 (Bc)

136.7

9

(Top)

137.17

MH

(Bc)

137.5

3(T

c)

137.6

9

HP\LS

137.7

3

137.5

6606

6ZCLF

137.7

2606

7CLF

137.7

6606

8ZST

RAI L

137.7

7

138.3

513

8.3

4607

1ZST

RAI L (T

c)

138.2

8 (Bc)

138.0

5

6980 GE

138.6

7

138.5

813

7.9

6

137.2

6

136.5

3

135.9

1

LS

LS

HP

135.4

413

4.9

6

134.5

213

5.13

135.8

4

GV

136.19

136.6

0(T

w)

135.7

1

136.6

3

(Tw)

136.8

413

6.16

LS

132.5

1

(Tw)

132.3

7

132.9

0

132.8

5

132.8

113

2.3

813

2.0

7

133.8

5

132.7

9

(Tc)

130.15

130.3

6

130.3

1

130.13619

5ZSW

130.11619

6ZSW

130.0

6619

9ZSW

130.0

2620

0ZSW

130.0

913

0.0

2

129.9

9

129.9

2

129.6

4

129.6

5

130.15620

9-STP

OST

130.16622

4-BLD

130.17622

5-BLDSN

130.5

5623

0ZST

ONEW

130.4

0

129.8

8

129.8

1

129.9

1

133.4

7

LS

131.64

130.3

7

130.0

3

130.0

7

131.55707

1ZFL

P

131.54707

2ZFL

P

131.54707

3ZFL

P

131.56707

4.FLP

131.54

131.84707

7SHED

131.54

131.54

131.86708

0ROOFA

BOVE

131.46708

1.W

BOX

131.50708

2ZWBOX

131.46708

3ZWBOX

131.45708

4ZWBOX

131.50708

7-CRB

131.70708

8ZCRB

131.76708

9CRB

131.57709

0-CRB

131.79

(Bc)

131.57

(Tc)

131.70

131.56709

5FD

CC

(Tc)

131.73 (B

c)

131.52

(Bc)

131.56

(Tc)

131.76

131.54

131.55

131.54

131.53

131.57

131.58(T

w)

131.85

131.85

(Tw)

133.0

8

(Tw)

131.86

131.87711

3ZCLF

131.57711

4ZCLF

131.56711

5ZCLF

131.87711

6CLF

131.65

131.56

131.53

131.72

132.18713

3TF

LB

131.75713

4TP

S

130.9

0151

129.9

4163

CP

129.9

1164

CC

128.7

3165

SM

128.7

5167

CN

131.56168

CC

128.8

3169

CN

131.78

128.7

517SM

128.7

2175

SM

138.8

6

130.4

7

130.5

2

130.6

2

130.6

9

130.6

9

130.7

4

130.6

9200

10GVL

130.6

013

0.7

4200

15CRB

130.7

2200

16GUT

130.7

9

WV

130.77

MH

130.77

MH

130.73

CB

130.69

CB

130.7

3200

25GUT

130.8

0200

26CRB

130.8

5200

27CRB

130.7

1200

28GUT

130.8

7200

29SW

130.8

2200

30SW

130.8

0200

31SW

130.7

0200

32ILB13

0.8

6200

33ILB

130.8

6200

34ILB

130.8

2200

35ILB

130.7

7

130.9

0200

37BLD

130.8

4

130.8

7200

39W

130.8

7200

40DEC

K W

130.9

7200

41DEC

K W

130.9

6200

42DEC

K W

130.9

8200

43W

130.9

7200

44DEC

K W

131.09200

45DEC

K W

131.00

130.7

3

130.7

6

130.6

0

130.7

4200

52CCUT

130.7

9200

53CRB

WV

WV

WV

WV

130.6

7

130.4

5

130.3

8

130.3

8

130.3

2

130.2

5

130.3

413

0.3

3

130.3

0130.3

7

130.2

9

130.3

8

130.1413

0.3

6

130.4

1

130.4

0

130.3

8

130.4

2

130.4

6

130.5

6

35.56200

87BLD

141.70200

91ROOF

140.7

5200

92ROOF

145.3

0200

93ROOF13

2.0

8200

97SILL

129.8

412

9.9

4

129.8

6

129.7

5

129.6

4

(Top)

129.5

9

CB

129.7

7

129.8

6

129.7

3

129.9

6

130.3

8201

08

CLF

130.2

0

130.4

6

130.0

7

130.3

6

130.4

0201

13CLF

129.9

7

130.5

0

130.3

0201

16CLF

129.7

9

129.7

1

129.7

2

129.9

2

31.06

201

21

CF

129.8

1

129.8

4

129.9

3

129.9

212

9.8

712

9.8

9

130.0

212

9.9

4

129.9

4

130.0

0

129.8

713

0.0

1

129.9

912

9.8

7

130.0

0

137.4

9201

37

ROOF

130.0

6

130.2

4

130.2

7

130.0

2

130.0

5

130.2

6

130.0

2

129.9

5

129.9

6

129.8

812

9.8

9

129.9

5

129.9

412

9.8

812

9.8

3

129.8

0

(Top)

129.6

5

CB

129.8

512

9.9

3

31.12

201

57

CF

130.12SIL

31.09

201

61

COL

0.50

M

31.14

201

62

COL

0.50

M

31.13

201

63

COL

0.50

M

31.13

201

64

COL

0.50

M

31.20

201

65

COL

0.50

M

31.21

201

66

COL

0.50

M

31.03

201

67

COL

0.50

M

30.98201

68

COL

0.50

M

31.08

201

69

COL

0.50

M

31.08

201

70

COL

0.50

M

30.98201

71

COL

0.50

M

31.17

201

72

COL

0.50

M

31.14

201

73

COL

0.50

M

31.08

2CO

128.8

1201

81

WALL

128.8

2201

85

WALL

128.8

5201

86

WALL

128.8

5201

87

WALL

128.8

3201

88

WALL

128.8

620

WALL

128.7

1

128.7

412

8.7

5

128.6

9

131.182

0197

CEILING

(Tc)

134.0

7 (Bc)

133.9

6

134.17

134.17

(Bc)

134.4

2(T

c)

134.5

3

134.6

3

134.6

2

(Bc)

135.0

0(T

c)

135.14

135.2

2

135.2

4

135.8

1

135.8

0

(Bc)

135.6

1(T

c)

135.7

6(T

c)

136.2

7 (Bc)

136.17

136.2

8

136.3

0

(Tc)

136.9

7 (Bc)

136.8

0

136.8

5

136.8

5

137.5

0

137.5

0(Bc)

137.5

1(T

c)

137.6

8(T

c)

138.3

1 (Bc)

138.0

6 138.11

138.11

138.6

2

138.6

3

(Tc)

138.7

6 (Bc)

138.5

1

64

62

863

1B

(Tc)

138.5

3

(Bc)

138.2

9

138.3

3

138.3

2

39.90202

42WALL

40.31202

43WALL

131.47

(Tc)

131.52 (B

c)

131.50

(Bc)

131.58

(Tc)

131.69

(Tc)

131.76 (B

c)

131.64

(Bc)

131.67

(Tc)

131.76

131.76202

53CRB

(Tc)

131.75

131.65202

55GUT

(Bc)

131.67

131.61

131.47

(Top)

131.48

(Bc)

131.68

(Tc)

131.73

131.84

131.72

(Tc)

131.68 (B

c)

131.64

131.53202

66GUT

(Top)

131.50

131.49

131.55

131.68

(Bc)

131.68

(Tc)

131.74131.74

131.61

131.82

131.58

131.70

131.70

131.74

(Bc)

131.62

(Tc)

131.73

(Tc)

131.74 (B

c)

131.65

131.60202

84GUT

(Top)

131.52

131.5313

1.66

132.7

5

132.9

8

(Top)

133.2

3

MH

134.16

134.4

3

LP

(Bc)

134.15

(Tc)

134.3

2

202

96

202

97GUT

134.2

2

134.2

2

134.4

9

134.6

2

131.39

131.51

131.55

131.64

131.66203

11BLD

BR

131.66

131.65

131.64

131.67

131.65

131.66

131.68203

20SILL3

1.36

203

31WALL

31.36

203

32WALL

31.36

203

33WALL

128.8

2203

34WALL

128.8

9203

35WALL

128.8

6203

36WALL

31.27

203

37COL

0.50

M

31.09

203

38COL

0.50

M

30.99203

39COL

0.50

M

30.93203

40COL

0.50

M

30.83203

41COL

0.50

M

31.12

203

42COL

0.50

M

31.15

203

43COL

0.50

M

30.84203

44COL

0.50

M

30.96203

45COL

0.50

M

30.96203

46COL

0.50

M

30.72203

47COL

0.50

M

30.65203

48COL

0.50

M

31.03

203

49COL

0.50

M

31.09

203

50COL

0.50

M

31.15

203

51COL

0.50

M

31.21

203

52COL

0.50

M

31.21

203

53COL

0.50

M

31.18

203

54COL

0.50

M

31.12

203

55COL

0.50

M

31.00

203

56COL

0.50

M

30.93203

57COL

0.50

M

31.56

203

58COL

0.50

M

31.26

203

59COL

0.50

M

31.08

203

60COL

0.50

M

30.95203

61COL

0.50

M

31.15

203

62COL

0.50

M

31.18

203

63COL

0.50

M

31.19

203

64COL

0.50

M

31.22

203

65COL

0.50

M

31.22

203

66COL

0.50

M

31.21

203

67COL

0.50

M

31.44

203

68WALL

31.44

203

69WALL

31.28

203

70WALL

31.20

203

71WALL

31.19

203

72WALL

31.88

203

73WALL

31.16

203

74WALL

31.24

203

75WALL

128.6

3

128.7

6

128.8

4

128.8

4

128.7

0

131.08203

81CEILING

134.6

7900

0121

137.3

4900

0123

130.9

0900

0126

128.7

3900

0165

SM

131.54900

0168

CC

128.8

2900

01CN

(Tc)

130.6

8

130.6

5

130.3

4

130.7

4

HP\LS

WV

130.5

1

130.4

7

(Top)

130.7

0

CB

(Tc)

130.8

5 (Bc)

130.7

2

130.8

1

130.6

2

130.6

0

130.7

8

130.8

1

130.8

4

131.02

130.9

1

129.8

3

129.8

2

130.7

2

130.8

5

130.2

5

130.2

3

130.3

4

0.5∅

0.5∅

129.9

4

0.4∅

129.9

130.9

0 GM

130.8

7

130.6

9

130.9

8

131.00

131.03

130.6

8

130.7

0

130.6

7

130.3

4

TCC TRACKS

TCC TRACKS

TCC TRACKS

TCC TRACKS

METROLINX

SHELTER

CHAIN LINK FENCE

PART 2, PLAN 64R-16200

PART 6, PLAN 64R-16517

PART 3, PLAN 64R-16517

PART 5, PLAN 64R-16517

PAR

T 1,

PLA

N 6

4R-1

6200

PART 1, PLAN 64R-16200 PART 4, PLAN 64R-16517

PART

4PL

AN 6

3R-3

961

PART

2PL

AN 6

3R-3

961

PART 1, PLAN 66R-25462

PART 3, PLAN 64R-1144

PART

2, P

LAN

64R-

1477

1

PAR

T 1

PLAN

64R

-147

71

PART 5, PLAN 66R-30429

LOT 16REGISTEREDPLAN 666Y

LOT 3, CONCESSION 1, FROM THE BAY

LOT 3, CONCESSION 1, FROM THE BAY

FROM THE BAYLOT 2, CONCESSION 1

(FOR

MER

LY K

NOW

N AS

)

LOT 3, CONCESSION 1, FROM THE BAY

CONCRETE CURB

PLAY GROUND

TICKET

BOX

EDGE OF ASPHALT

BOTTOM OF

SLOPE

CONCRETE WALKWAY

CHAIN LINK FENCE

CONCRETE CURB

SAND/

CLAY

PLANTER

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

CONC.CONC.

PRECAST CURBS

GATE

GATE

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CHAIN LINK FENCE

CLFXX

CLF

GRASS

GRASS

GRASS

0.5∅

LOT 3, CONCESSION 1

LOT 2 CONCESSION 1

STREET LINE

STREET LINE

SOUTHEAST ANGLE OF LOT 16

REGISTERED PLAN 666Y

TOP OF SLOPE

TOP OF SLOPE

AIR CONDITIONING(2 UNITS)

ON CONCRETE PADMETALPIPES

EDGE OF

ASPHALT

EDGE OF

ASPHALT

SIGN 0.5

WIDE

STAIRSANDPORCH

CONCRETEOVERHANG 3.36 N

WALL 3.75 NGARAGE WALLCONCRETE

11.55

(P9&M)

(P9&M)

STEPS

STEPS

CONCRETE WALKWAY CONCRETE WALKWAY

CONCRETESIDEWALK

CONCRETE

SIDEWALK

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN

210

13-0

196(

LT)

PIN 21013-0184(LT)

PIN

2101

3-02

27(L

T)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0195(LT)

PIN 21013-0192(LT)

PIN

2101

3-02

27(L

T)

PIN 21013-0718(LT)

CONCRETE CURB

CONCRETE SIDEWALK

GUARD RAIL

CONCRETE CURB

CONCRETE SIDEWALK

CONCRETE CURB

CONCRETE BRIDGE

CURB

CUT

GRAVEL

DRIVEWAY

CHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCE

CHAI N LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

0.64W, 0.23N

CLF CORNER

0.98

CLF

CLF

0.26E

NO FENCENO FENCE

0.70NEND OF CLF

CLF 1.16N

NO FENCE

NO FENCE

CLF 0.13S

CLF 0.08N

0.09N

CLF

0.21N

CLFLINE N/SCLF ON

LINE N/S

CLF ON

1.00N

CLF CORNER

CLF

0.24S

END OF

CLF 0.16E

NO FENCE

0.32N, 0.11ECLF CORNER

NO FENCE

SUBJ

ECT

TO LE

ASE

AS

IN IN

ST. 8

3532

EX(

FIRS

TLY)

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO AGREEMENT AS IN INST. CT300722

SUBJECT TO LEASE AS IN INST. 83532 EX(FIRSTLY)

SUBJ

ECT

TO R

IGHT

-OF-

WAY

AS

IN IN

ST. A

T505

848 7

SUBJECT TO EASEMENT AS IN INST. AT2795820

SUBJ

ECT

TO R

IGHT

-OF-

WAY

AS

IN IN

ST. C

A374

957

CURB CUT

CONC.

CURB

CONCRETE CURB

CONCRETE CU

RB

CONCRETE CURB

CONCRETE CU

RB

CONC.

CURB

CONC.

CURB

CONC.

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONC.

CURB

CONCRETE

BARRIER

CONCRETE B

ARRIERCONCRETE WALL

CONCRETE WALL

AIR SHAFT

CONCRETE WALL

CONCRETE WALL

PLANTER

IRON FENCE ON

PLANTER

PLANTER

PLANTER

PLANTER

CONCRETE WALL ABOVE GROUND

BARRIER

CONCRETE

CONCRETE WALL

CHAIN LINK FENCE

ON CONCRETE WALL

CONC.

WALL

BRIDGE

CONCRETE WALL

N68°41'00''E(P7)

32.964( P7,P8)

N71°23'10''E(P7)N74°09'20''E(P7)

105.494(P7)

N74°04'10''E(P7)

N74°07'40''E(P7)

29.75(P11)

N07°11'40''E(P11

N15°58'00''W(P7)

12.03(P7)

N66°30'20''E(

P7)N64°53'50''E(

P)

44.38(P)

44.376(P7)

105.50(P)N72°32'20''E(P7,P9)N69°45'30''E(P)

A=168.86(P7,P9,P12)

R=1746.40(P,P12)

A=4.940(P8)

C=4.940(P8)

N67°04'00''E(P8)

2.48(P8)

N73°16'00''E(P8)

N69°44'40''E(P9)

N64°56'05''E(

P9)

44.394(P9)

0.98S(P9)

1.21S(P9)

0.25S(P9)

16.43(P10)

212.81(P10)N71°24'10''E(P10)

100.00(P10)

106.69(P10,P12)

N66°00'30''E(P10)

N72°29'00''E(P11)

N17°35'25''W(P11)

N15°15'10''W(P7)

N16°52'40''W(P8)

N67°29'10''E(P)

A=C=30.62(P)

A=138.24(P)

N70°15'20''E(P)

N67°02'10''E(P12)

2.52(P12)

N16°55'50''W(P12)

N67°03'10''E(P12)

N67°32'40''E(P12)

N69°44'15''E(P12)

N70°14'30''E(P12)

0.26S(P12)

A=138.23(P12)

A=C=8.40(P12)

N67°50'10''E(P12)

38.04(P12)

N67°02'10''E(P12)

N68°18'10''E(P12)

N76°44'40''E(P12)

16.24(P11)

16.238(P7)

N15°19'35''W(P13)

32.986(P13)

A=C=4.988(P13)

N68°40'25''E(P13

)

A=C=25.680(P13)

N69°10'40''E(P13)

N67°05'45''E(P13)

A=C=30.678(P13)

105.482(P13)

32.990(P12)

N78°15'20''E(P12)

BOTTOM OF SLOPE

2 STOREY BRICK AND GLASS

BUILDING

FINISHED FLOOR

ELEVATION=131.69m

GARAGE FOUNDATION WALL

FACE OF UNDERGROUND GARAGE WALL

GARAGE FOUNDATION WALL

MAIN SQUARE

COMMUNITY RECREATION

CENTRE

FFE=130.18

CONCRETEBUILDING

SHED

CONCRETE BLOCK BUILDI

NG

ROOF (OVERHANG)

ROOF (OVERHANG)

ROOF (OVERHANG)

CONCRETE WALL ABOVE GROUND

1 STOREYMETALCLAD

2 STOREYMETAL CLAD

AND STUCCO

1 STOREYCONCRETEBLOCK

BUILDING

BUILDING

BUILDING#10 DAWES ROAD

FFE=132.17

CONCRETE BUILDING

TOP OF ROOF=137.49

FINISHED FLOOR ELEVATION=130.11m

1 STOREY

#245 MAIN STREET

R=1746.397

A=168.859

N71°21'10''E(M)

32.975(M)

N68°39'30''E(M)

106.686 (P7&M)

2.518(M)

(P7,P9&S)

(P7&M)

96.380 16.429(P7&M)99.996(M)

A=4.960(P12&M)

C=4.960(P12&M)

N68°39'50''E(M)

196.376(P7&M)

CLFX

(P10&M)

N15°16'40''W(M)

A=138.226(M)

C=138.190(P12&M)N71°51'20''E(M)

A=C=30.630(M)

N69°05'05''E(M)

A=C=25.670

N69°01'00''E(M)

N69°01'40''E(M)

A=C=8.412(M)

N69°27'00''E(M)

C=168.792 (P7&M)

(P12&M)

A=C=17.258(M)

N74°54'05''E(M)

N16

°04'

05''W

16.3

05

N08°

43'5

5''E

29.7

14

N74°06'40''E10.390

N74°03'40''E 17.645

N74°10'00''E 105.454

N74°03'20''E 212.805(REFERENCE BEARING) (P7&M)

(P7&M)

(P11&M)

N66°29'05''E

44.416

(P9&M)

N21

°26'

05''W

38.0

78

N68°37'00''E

34.260

N69°54'50''E

51.330

N78°19'45''E9.900

(P12&M)

(P12&M)

SIB

0.05N(P13&M)

CP

IB(OU)

(D&J)

SIB

(OU)

SIB

1.000E(P10,P12,P13&S)

(1075)

0.06N

CC(OU)

SIB

(CNR) IB

2.000E

(CNR)IB(OU)

SSIB(1188)

IB(L&P)

SSIB

IB(OU)

SSIB

(1387)

CP(WIT)(1370)

2.000W(P13&S)

(922)SSIB

(1370)

(1370)

(P12,P13&M)

ON LINE E/W

PROPERTY LINE

MAIN BUILDING ENTRANCE

LINE OF UNDER GROUND FLOOR

FINISH FLOOR ELEVATION

F.F.E.

BUILDING ENVELOPE

00000 TOP OF ROOF

RETAIL ENTRANCE

EXIT

VEHICLE / LOADING ENTRANCE / EXIT

00000PROPOSED ELEVATION

FIRE ACCESS ROUTEHEAVY DUTY PAVING.ASSEMBLY TO BE DESIGNED TO MEET THE LOADS IMPOSED BY FIRE FIGHTING EQUIPMENT.

FIRE HYDRANT

SIAMESE CONNECTION

MANHOLE COVER

000.0

0

EXISTING ELEVATION

CATCH BASIN

EXISTING LIGHT

AREA DRAIN

LEGEND:

GO STATION ENTRANCE

TERRACE TERRACE TERRACE TERRACETERRACE

3750

11384

TOWER 3

5000

9584

1258

4

1558

4

8000

TOWER 3 PROPOSED 39

STOREY RESIDENTIAL

TOWER

MPH

H = 22.6 m

H = 122.4 m

H = 135.9 m

H = 9.2 m

H = 15.1 m

TYPE 'C' LOADING3M CLEAR HEADROOM

TYPE 'G' LOADING6.1M CLEAR HEADROOM

TOWER 1

PROPOSED 49 STOREY

RESIDENTIAL TOWER

TOWER 2 PROPOSED 46

STOREY RESIDENTIAL

TOWER

13329

16329

13018

16018

749610496

4728

7728

1 2 68 2

1 5 68 2

1 2 58 7

1 5 58 7

29481

28456 52248 2 24

939312393

H = 34.5 m

H = 19.7 m

H = 147.2 m

H = 139.7 m

MPH

H = 148.9 m

H = 156.4 mMPH

H = 5.9 m

TERRACETERRACETERRACETERRACE

TERRACETERRACETERRACE

TERRACETERRACE

TERRACETERRACE

TERRACETERRACE

TERRACE TERRACE TERRACE TERRACE

TERRACETERRACE TERRACE

TYPE G LOADING6.1M CLEAR HEADROOM

TYPE C LOADING3M CLEAR HEADROOM

TYPE C LOADING3M CLEAR HEADROOM

H = 27.3 m

H = 22.9 m

PROPOSED 6 STOREY

COMMUNITY CENTRE

H = 27.3 m

H = 22.9 m

PROPOSED 6 STOREY

COMMUNITY CENTRE

H = 27.3 m

H = 22.9 m

PROPOSED 6 STOREY

COMMUNITY CENTRE

TERRACE

34780

23082

DASHED LINE INDICATES LINE OF BUILDING AT GROUND FLOOR

DASHED LINE INDICATES LINE OF BUILDING AT GROUND FLOOR

OPEN SPACE

PROPOSED COMMUNITY CENTRE

DASHED LINE INDICATES LINE OF FUTURE ROAD

MAI

N S

TREE

T

DAW

ES R

OAD

PROPOSED GO STATION

DASHED LINE INDICATES LINE OF EXISTING GO STATION

OPEN SPACE

DASHED LINE INDICATES METROLINX PROPERTY

LINE

DASHED LINE INDICATES PROPERTY LINE

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

19-1

1-06

12:

39:1

1 PM

1 : 500

C:\R

evit

Proj

ects

\QAL

_SIT

E_19

002_

6 D

awes

Rd_

R20

17_d

whi

teYT

LQ9.

rvt

6 Dawes Rd

Toronto, Ontario

Site Plan

19002 Author Checker

A101.S

SITE LEGEND

A101.SSITE PLAN1

N67° 02'10"E(P12)N68° 37'00"E

N68° 18'10"E(P12)N69° 54'50"E

N76° 44'40"E(P12)N78° 19'45"E

N74° 03'20"E(REFERENCE BEARING)N71° 24'10"E(P10)

N17°

35'

25"W

(P11

)N1

5° 5

8'00

"W(P

7)N0

8° 4

3'55"

EN0

7° 1

1'40"

E(P1

1)

N74° 03'40"E(P7)N74° 03'40"E

N64° 56'05"E(P9)

N64° 53'50"E(P)

N66° 30'20"E(P7)

N66° 29'05"E

N74° 09'20"E(P7)N72° 32'20"E(P7,P9)

N74° 10'10"EN69° 44'40"E(P9)N71° 23'10"E(P7)N69° 45'30"E(M)N71° 21'10"E(M)

N69° 44'15"E(P12)

N67° 05'45"E(P13)N67° 29'10"E(P)N69° 05'05"E(M)

ASPHALT

134.6

8121

CCFD

130.9

0126

CC

(Top)

130.7

6

MH

(Top)

130.7

7

MH

(Bc)

130.6

8

(Bc)

130.6

2(T

c)

130.6

3

130.5

9

130.6

1

130.6

0

130.2

6

130.2

3

130.4

8

130.5

0

130.5

4

130.7

2

130.6

5

130.6

4

130.64

130.6

7

130.7

1

130.4

7

130.3

8

SN

130.3

4

130.4

8

130.5

3

130.6

4

130.7

6 130.7

1

130.7

7

WV

(Tc)

130.7

4 (Bc)

130.7

3

(Bc)

130.6

7(T

c)

130.6

9

130.7

1

130.6

8

130.6

1

130.6

0

WV

HP\LS

FH

130.4

6

130.2

5

130.19

130.2

913

0.3

0

130.3

8

130.3

013

0.3

2

130.2

9

130.4

7

130.4

7

(Tc)

130.4

4 (Bc)

130.3

2(B

c)

130.2

7(T

c)

130.4

2

(Tc)

130.4

4 (Bc)

130.3

5BOL

130.2

8

(Tc)

130.4

5 (Bc)

130.3

1

BOL

130.4

313

0.4

6

130.4

5

130.2

9

130.2

1

SILL

130.28

130.2

7

130.4

1130.4

4

130.4

5

130.4

1

130.6

3915

0TR

130.6

3915

1TR130.6

2915

2TR13

0.6

0915

3TR

135.6

1

135.6

1

136.2

8

136.2

5

136.9

6

137.0

0

136.4

4

SILL

130.28

BOL

SILL

130.18

BOL

130.2

1 130.19

130.2

6

130.13

BOL

130.14

(Tc)

130.2

7 (Bc)

130.19

(Bc)

130.15

(Tc)

130.18

(Tc)

130.15

(Bc)

130.10

(Bc)

130.0

9(T

c)

130.13

130.08

130.19

130.2

4

130.2

4

130.2

1

130.19

FH

130.10

130.10

129.9

813

0.0

1

130.0

0

129.8

9

(Top)

129.8

1

CB

BOL

130.13

130.14

SILL

130.22

BOL

BOL

130.0

9

130.3

5

130.3

9

130.15

130.4

2

130.3

4

130.4

1933

4TR

1

130.4

8933

5TR

1

130.5

3933

6TR

1

132.0

2

BOL

130.11

130.11

130.13

130.13

BOL

(Tc)

130.12 (B

c)

130.0

8

130.13

130.14

BOL

130.0

9

130.15130.14

130.13

(Tc)

130.12 (B

c)

130.12

130.15

(Tc)

130.13

(Bc)

130.11

BOL130.14

(Tc)130.12

BOL

130.15

130.13

130.15

(Bc)

130.13

(Tc)

130.14

(Tc)

130.11

(Bc)

130.12

130.15

BOL

130.12

BOL

129.9

6

129.8

4

129.8

9

129.9

0

FH

130.0

1

BOL

130.0

2

129.9

313

0.0

0

130.0

4

SILL

130.07

SILL

130.18

130.16

BOL130.0

0

BOL

129.9

3

130.0

5

130.2

3

130.15

129.8

3

130.0

9

131.78

131.85

129.9

4

BOL

130.0

3

130.0

3 130.0

3

BOL

130.0

3

130.0

1

130.0

5

130.0

4

129.9

9

130.13

130.13

129.9

2

129.9

9

130.17

130.16954

5TR

2

130.2

1954

6TR

2

130.11954

7TR

2

130.2

3(B

c)

130.0

1(T

c)

130.2

013

0.19

130.0

2

129.8

9

129.9

3130.0

1

130.0

3

BOLBOL

130.0

2

129.9

5

129.8

7

BOL

129.9

3

129.9

3

130.0

1

BOL

130.0

2

129.9

8

129.9

3

129.9

3

129.9

1

BOL

129.9

9129.9

1

BOL

129.9

8

129.8

7

129.8

9

129.9

6

BOL130.0

5

130.0

6

BOL

130.0

2

130.0

0

BOL

130.0

313

0.0

4

BOL

129.9

8

130.11

131.63

130.0

2131.07

130.7

5

130.19

129.9

6

129.9

7

130.0

4

130.0

2

130.0

2

130.0

1

130.0

1

130.0

2

130.0

5

130.0

3

129.9

712

9.9

0

129.8

9

129.8

812

9.9

0

129.9

6 129.9

6

129.9

2

130.0

4

130.0

1

130.0

1

129.9

8

129.9

7 129.9

9

130.0

213

0.0

0

129.8

4

129.9

2

130.16

130.19

130.19

130.2

8

130.2

8

(Tc)

130.2

6 (Bc)

130.11

129.8

3

129.7

8(B

c)

130.0

1(T

c)

130.15

(Tc)

130.11 (B

c)

129.9

8LP

(Bc)

129.9

9(T

c)

130.10

(Tc)

130.0

9 (Bc)

130.0

0

(Bc)

129.9

7(T

c)

130.11

(Tc)

130.14 (B

c)

130.0

012

9.8

8

129.8

7

129.9

0

129.9

0

129.8

7

135.2

0

135.1644

BSMARK

133.3

4

135.6

3

129.9

21116

SIB

129.9

11117

IBFD

129.8

91118

IBFD

129.9

21119

IBFD

129.9

8

131.811135

BLD13

1.711136

BLD

131.63

131.64

131.63

131.63

137.8

31143

TMARKCCFD

135.9

4

133.2

01156

C

(Tw)

132.9

2

132.8

51160

C

(Tw)

134.8

0

134.4

5

(Tw)

134.8

1

132.8

31166

CONWALL

132.9

81168

STR

133.8

0

133.9

7

134.8

01174

STR

132.4

81176(T

w)

132.8

8(T

w)

132.5

0

132.4

3

132.4

8

(Tw)

132.4

4

(Tw)

132.4

513

2.4

3

132.3

6

(Tw)

132.4

3

(Tw)

132.7

1

132.6

4

132.7

91193

C

132.8

71194

CURB

132.8

01197

CONWALL

132.18

(Tw)

131.78

131.751202

CONWALL

132.7

9

132.8

91209

CONWALL

132.8

21210

CONWALL

130.2

3

(Bc)

130.14

(Tc)

130.0

1(Bc)

130.11

(Tc)

130.2

3

130.19

131.55

131.53

131.69

131.521818

CRBC

131.541819

CRBC

131.631820

CRBC

(Tc)

131.72 (B

c)

131.62

(Bc)

131.65

(Tc)

131.76

(Tc)

131.77 (B

c)

131.66

(Bc)

131.68

(Tc)

131.77

(Tc)

131.78 (B

c)

131.68

(Tc)

131.67

(Tc)

131.77

(Tc)

131.76

(Tc)

131.69

131.711835

CRBC

131.681836

CRBC

(Tc)

131.73 (B

c)

131.63

(Bc)

131.58

(Tc)

131.70

(Tc)

131.70 (B

c)

131.58

(Tw)

132.4

2

132.4

21847

VEN

T

132.4

21848

VEN

T132.4

1

132.2

3

132.2

4

(Tw)

132.4

1

(Tw)

132.4

2

(Tw)

132.4

213

1.83

131.79(Tw)

132.4

2

132.4

013

1.86

LS

131.82

(Tw)

132.3

9(T

w)

132.3

813

2.13

(Tw)

132.2

1

132.2

0(T

w)

132.3

9

132.2

2132.2

8(T

w)

132.4

0

(Tw)

131.72

LS LS

(Tw)

132.4

0

132.2

913

2.19

(Tw)

132.4

013

2.2

1

131.83 (Tw)

131.70

132.19

132.18

(Tw)

131.80

(Tw)

131.81

131.71

131.70

131.79

(Top)

131.63

CB

FP

(Top)

131.65

(Top)

131.42

CB

(Top)

131.48

CB

(Top)

131.48

CB

(Top)

131.51

CB

(Top)

131.53

CB

131.62

131.55

LS

135.3

2268

8CLF

(Tc)

135.2

9 (Bc)

135.13

(Top)

134.6

0

MH

(Tc)

134.5

9

(Bc)

134.4

4

HP\LS

135.6

5

135.6

9

135.7

2

135.3

8

135.8

1

129.8

9

129.8

2

129.9

1

129.9

1

129.8

4

129.7

5

129.9

2

129.9

5

129.9

2

129.9

0

129.8

512

9.9

1

129.8

8

129.7

7

129.9

5

129.9

5

(Bc)

135.2

0

(Tc)

135.3

6

135.4

2

135.9

9

(Tc)

135.9

5

(Bc)

135.8

0

HP\LS

136.6

6

(Tc)

136.6

4

(Bc)

136.4

9

HP

HP

137.3

5FP

(Tw)

137.4

8

(Tw)

137.5

2

(Tc)

137.5

0

(Bc)

137.3

5

137.6

813

7.7

2

137.7

3

HP\LS

138.5

7603

5ZST

RAI L

138.5

6603

6ZST

RAI L

138.5

8

9 E

137.7

0

137.9

013

8.0

2

(Tc)

138.16

(Bc)

137.9

0

135.4

2605

0ZCLF

135.4

2605

1ZSW

(Bc)

136.0

0(T

c)

136.13

HP\LS136.2

1605

7ZSW

137.0

3605

8ZSW

(Tc)

136.9

8 (Bc)

136.7

9

(Top)

137.17

MH

(Bc)

137.5

3(T

c)

137.6

9

HP\LS

137.7

3

137.5

6606

6ZCLF

137.7

2606

7CLF

137.7

6606

8ZST

RAI L

137.7

7

138.3

513

8.3

4607

1ZST

RAI L (T

c)

138.2

8 (Bc)

138.0

5

6980

GE

138.6

7

138.5

813

7.9

6

137.2

6

136.5

3

135.9

1

LS

LS

HP

135.4

413

4.9

6

134.5

213

5.13

135.8

4

GV

136.19

136.6

0

136.7

5

(Tw)

135.7

1

136.6

3

(Tw)

136.8

413

6.16

132.5

1

132.9

0

132.8

5

132.8

113

2.3

8

133.8

5

(Tc)

130.15

130.3

6

130.3

1

130.13619

5ZSW

130.11619

6ZSW

130.0

6619

9ZSW

130.0

2620

0ZSW

130.0

913

0.0

2

129.9

9

129.9

2

129.6

4

129.6

5

130.15620

9-STP

OST

130.16

SN

130.5

5623

0ZST

ONEW

130.4

0

129.8

8

129.8

1

129.9

1

133.4

7

LS

135.2

0625

6003

0

131.64

130.3

7

131.55707

1ZFL

P

131.54707

2ZFL

P

131.54707

3ZFL

P

131.56707

4.FLP

131.54

131.84707

7SHED

131.54

131.54

131.86708

0ROOFA

BOVE

131.46708

1.W

BOX

131.50708

2ZWBOX

131.46708

3ZWBOX

131.45708

4ZWBOX

131.50708

7-CRB

131.70708

8ZCRB

131.76708

9CRB

131.57709

0-CRB

131.79

(Bc)

131.57

(Tc)

131.70

131.56709

5FD

CC

(Tc)

131.73 (B

c)

131.52

(Bc)

131.56

(Tc)

131.76

131.54

131.55

131.54

131.53

131.57

131.58(T

w)

131.85

131.85

(Tw)

133.0

8

(Tw)

131.86

131.87711

3ZCLF

131.57711

4ZCLF

131.56711

5ZCLF

131.87711

6CLF

131.65

131.56

131.53

131.72

132.18713

3TF

LB

131.75713

4TP

S

130.9

0151

129.9

4163

CP

129.9

1164

CC

128.7

3165

SM

128.7

5167

CN

131.56168

CC

128.8

3169

CN

131.78

128.7

517SM

128.7

2175

SM

138.8

6270

HCM

130.4

7

130.5

2

130.6

2

130.6

9

130.6

9

130.7

4

130.6

9200

10GVL

130.6

013

0.7

4200

15CRB

130.7

2200

16GUT

130.7

9

WV

130.77

MH

130.77

MH

130.73

CB

130.69

CB

130.7

3200

25GUT

130.8

0200

26CRB

130.8

5200

27CRB

130.7

1200

28GUT

130.8

7200

29SW

130.8

2200

30SW

130.8

0200

31SW

130.7

0200

32ILB13

0.8

6200

33ILB

130.8

6200

34ILB

130.8

2200

35ILB

130.7

7

130.9

0200

37BLD

130.8

4

130.8

7200

39W

130.8

7200

40DEC

K W

130.9

7200

41DEC

K W

130.9

6200

42DEC

K W

130.9

8200

43W

130.9

7200

44DEC

K W

131.09200

45DEC

K W

131.00

130.7

3

130.7

6

130.6

0

130.7

4200

52CCUT

130.7

9200

53CRB

WV

WV

WV

WV

130.6

7

130.4

5

130.3

8

130.3

8

130.3

2

130.2

5

130.3

413

0.3

3

130.3

0130.3

7

130.2

9

130.3

8

130.1413

0.3

6

130.4

1

130.4

0

130.3

8

130.4

2

130.4

6

130.5

6

35.56200

87BLD

141.70200

91ROOF

140.7

5200

92ROOF

145.3

0200

93ROOF13

2.0

8200

97SILL

129.8

412

9.9

4

129.8

6

129.7

5

129.6

4

(Top)

129.5

9

CB

129.7

7

129.8

6

129.7

3

129.9

6

130.3

8201

08

CLF

130.2

0

130.4

6

130.0

7

130.3

6

130.4

0201

13CLF

129.9

7

130.5

0

130.3

0201

16CLF

129.7

9

129.7

1

129.7

2

129.9

2

31.06

201

21

CF

129.8

1

129.8

4

129.9

3

129.9

212

9.8

712

9.8

9

130.0

212

9.9

4

129.9

4

130.0

0

129.8

7

130.0

1

129.9

912

9.8

7

130.0

0

137.4

9201

37

ROOF

130.0

6

130.2

4

130.2

7

130.0

2

130.0

5

130.2

6

130.0

2

129.9

5

129.9

6

129.8

812

9.8

9

129.9

5

129.9

412

9.8

812

9.8

3

129.8

0

(Top)

129.6

5

CB

129.8

512

9.9

3

31.12

201

57

CF

130.12SILL

31.09

201

61

COL

0.50

M

31.14

201

62

COL

0.50

M

31.13

201

63

COL

0.50

M

31.13

201

64

COL

0.50

M

31.20

201

65

COL

0.50

M

31.21

201

66

COL

0.50

M

31.03

201

67

COL

0.50

M

30.98201

68

COL

0.50

M

31.08

201

69

COL

0.50

M

31.08

201

70

COL

0.50

M

30.98201

71

COL

0.50

M

31.17

201

72

COL

0.50

M

31.14

201

73

COL

0.50

M

31.08

2COL

128.8

1201

81

WALL

128.8

2201

85

WALL

128.8

5201

86

WALL

128.8

5201

87

WALL

128.8

3201

88

WALL

128.8

620

WALL

128.7

1

128.7

412

8.7

5

128.6

9

131.182

0197

CEILING

(Tc)

134.0

7 (Bc)

133.9

6

134.17

134.17

(Bc)

134.4

2(T

c)

134.5

3

134.6

3

134.6

2

(Bc)

135.0

0(T

c)

135.14

135.2

2

135.2

4

135.8

1

135.8

0

(Bc)

135.6

1(T

c)

135.7

6(T

c)

136.2

7 (Bc)

136.17

136.2

8

136.3

0

(Tc)

136.9

7 (Bc)

136.8

0

136.8

5

136.8

5

137.5

0

137.5

0(Bc)

137.5

1(T

c)

137.6

8(T

c)

138.3

1 (Bc)

138.0

6

138.11

138.11

138.6

2

138.6

3

(Tc)

138.7

6 (Bc)

138.5

1

64

62

863

10237B

(Tc)

138.5

3

(Bc)

138.2

9

138.3

3

138.3

2

39.90202

42WALL

40.31202

43WALL

131.47

(Tc)

131.52 (B

c)

131.50

(Bc)

131.58

(Tc)

131.69

(Tc)

131.76 (B

c)

131.64

(Bc)

131.67

(Tc)

131.76

131.76202

53CRB

(Tc)

131.75

131.65202

55GUT

(Bc)

131.67

131.61

131.47

(Top)

131.48

(Bc)

131.68

(Tc)

131.73

131.84

131.72

(Tc)

131.68 (B

c)

131.64

131.53202

66GUT

(Top)

131.50

131.49

131.55

131.68

(Bc)

131.68

(Tc)

131.74131.74

131.61

131.82

131.58

131.70

131.70

131.74

(Bc)

131.62

(Tc)

131.73

(Tc)

131.74 (B

c)

131.65

131.60202

84GUT

(Top)

131.52

131.5313

1.66

132.7

5

132.9

8

(Top)

133.2

3

MH

134.16

134.4

3

LP

(Bc)

134.15

(Tc)

134.3

2

134.6

2202

96CRB

134.4

7202

97GUT 13

4.62

MH

134.2

2

134.2

2

134.4

9

134.6

2

131.39

131.51

131.55

131.64

131.66203

11BLD

BR

131.66

131.65

131.64

131.67

131.65

131.66

131.68203

20SILL3

1.36

203

31WALL

31.36

203

32WALL

31.36

203

33WALL

128.8

2203

34WALL

128.8

9203

35WALL

128.8

6203

36WALL

31.27

203

37COL

0.50

M

31.09

203

38COL

0.50

M

30.99203

39COL

0.50

M

30.93203

40COL

0.50

M

30.83203

41COL

0.50

M

31.12

203

42COL

0.50

M

31.15

203

43COL

0.50

M

30.84203

44COL

0.50

M

30.96203

45COL

0.50

M

30.96203

46COL

0.50

M

30.72203

47COL

0.50

M

30.65203

48COL

0.50

M

31.03

203

49COL

0.50

M

31.09

203

50COL

0.50

M

31.15

203

51COL

0.50

M

31.21

203

52COL

0.50

M

31.21

203

53COL

0.50

M

31.18

203

54COL

0.50

M

31.12

203

55COL

0.50

M

31.00

203

56COL

0.50

M

30.93203

57COL

0.50

M

31.56

203

58COL

0.50

M

31.26

203

59COL

0.50

M

31.08

203

60COL

0.50

M

30.95203

61COL

0.50

M

31.15

203

62COL

0.50

M

31.18

203

63COL

0.50

M

31.19

203

64COL

0.50

M

31.22

203

65COL

0.50

M

31.22

203

66COL

0.50

M

31.21

203

67COL

0.50

M

31.44

203

68WALL

31.44

203

69WALL

31.28

203

70WALL

31.20

203

71WALL

31.19

203

72WALL

31.88

203

73WALL

31.16

203

74WALL

31.24

203

75WALL

128.6

3

128.7

6

128.8

4

128.8

4

128.7

0

131.08203

81CEILING

134.6

7900

0121

137.3

4900

0123

130.9

0900

0126

128.7

3900

0165

SM

131.54900

0168

CC

128.8

2900

016

CN

(Tc)

130.6

8

130.6

5

130.3

4

130.7

4

HP\LS

WV

130.5

1

130.4

7

(Top)

130.7

0

CB

(Tc)

130.8

5 (Bc)

130.7

2

130.8

1

130.6

2

130.6

0

130.7

8

130.8

1

130.8

4

131.02

130.9

1

129.8

3

129.8

2

130.7

2

130.8

5

130.2

5

130.2

3

130.3

4

0.5∅

0.5∅

129.9

4

0.4∅

129.9

7

130.9

0 GM

130.8

7

130.6

9

130.9

8

131.00

131.03

130.6

8

130.7

0

130.6

7

130.3

4

TCC TRACKS

TCC TRACKS

TCC TRACKS

TCC TRACKS

METROLINX

SHELTER

CHAIN LINK FENCE

PART 2, PLAN 64R-16200

PART 6, PLAN 64R-16517

PART 3, PLAN 64R-16517

PART 5, PLAN 64R-16517

PAR

T 1,

PLA

N 6

4R-1

6200

PART 1, PLAN 64R-16200 PART 4, PLAN 64R-16517

PART

4PL

AN 6

3R-3

961

PART 1, PLAN 66R-25462

PART 3, PLAN 64R-1144

PART

2, P

LAN

64R-

1477

1

PAR

T 1

PLAN

64R

-147

71

LOT 16REGISTEREDPLAN 666Y

LOT 3, CONCESSION 1, FROM THE BAY

LOT 3, CONCESSION 1, FROM THE BAY

FROM THE BAYLOT 2, CONCESSION 1

(FOR

MER

LY K

NOW

N AS

)

LOT 3, CONCESSION 1, FROM THE BAY

CONCRETE CURB

PLAY GROUND

TICKET

BOX

EDGE OF ASPHALT

BOTTOM OF

SLOPE

CONCRETE WALKWAY

CHAIN LINK FENCE

CONCRETE CURB

SAND/

CLAY

PLANTER

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

CONC.CONC.

GUARD RAIL

GUARD RAIL

GUARD RAIL

GATE

GATE

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CHAIN LINK FENCE

CLFXX

CLF

GRASS

GRASS

GRASS

STREET LINE

STREET LINE

STREET LINE

SOUTHEAST ANGLE OF LOT 16

REGISTERED PLAN 666Y

TOP OF SLOPE

TOP OF SLOPE

AIR CONDITIONING(2 UNITS)

ON CONCRETE PADMETALPIPES

EDGE OF

ASPHALT

EDGE OF

ASPHALT

STAIRSANDPORCH

CONCRETEOVERHANG 3.36 N

WALL 3.75 NGARAGE WALLCONCRETE

11.55

(P9&M)

(P9&M)

STEPS

STEPS

CONCRETE SIDEWALK

CONCRETE WALKWAY CONCRETE WALKWAY

CONCRETESIDEWALK

CONCRETE

SIDEWALK

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN

210

13-0

196(

LT)

PIN 21013-0184(LT)

PIN

2101

3-02

27(L

T)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0195(LT)

PIN 21013-0192(LT)

PIN

2101

3-02

27(L

T)

CONCRETE CURB

CONCRETE SIDEWALK

GUARD RAIL

CONCRETE CURB

CONCRETE SIDEWALK

CONCRETE CURB

CONCRETE SIDEWALK

CONCRETE BRIDGE

CURB

CUT

GUARD RAIL

GRAVEL

DRIVEWAY

CHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCE

CHAI N LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

0.64W, 0.23N

CLF CORNER

0.98

CLF

CLF

0.26E

NO FENCENO FENCE

0.70NEND OF CLF

NO FENCE

NO FENCE

CLF 0.13S

CLF 0.08NLINE N/S

CLF ON

NO FENCE

0.32N, 0.11ECLF CORNER

NO FENCE

SUBJ

ECT

TO LE

ASE

AS

IN IN

ST. 8

3532

EX(

FIRS

TLY)

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO AGREEMENT AS IN INST. CT300722

SUBJECT TO LEASE AS IN INST. 83532 EX(FIRSTLY)

SUBJECT TO EASEMENT AS IN INST. AT2795820

SUBJ

ECT

TO R

IGHT

-OF-

WAY

AS

IN IN

ST. C

A374

957

CURB CUT

CONC.

CURB

CONCRETE CURB

CONCRETE CU

RB

CONCRETE CURB

CONCRETE CU

RB

CONC.

CURB

CONC.

CURB

CONC.

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONC.

CURB

CONCRETE

BARRIER

CONCRETE B

ARRIERCONCRETE WALL

CONCRETE WALL

AIR SHAFT

CONCRETE WALL

CONCRETE WALL

PLANTER

IRON FENCE ON

PLANTER

PLANTER

PLANTER

PLANTER

CONCRETE WALL ABOVE GROUND

BARRIER

CONCRETE

CONCRETE WALL

CHAIN LINK FENCE

ON CONCRETE WALL

CONC.

WALL

BRIDGE

CONCRETE WALL

N68°41'00''E(P7)

32.964( P7,P8)

N71°23'10''E(P7)N74°09'20''E(P7)

105.494(P7)

N74°04'10''E(P7)

N74°07'40''E(P7)

29.75(P11)

N07°11'40''E(P11

N15°58'00''W(P7)

12.03(P7)

N66°30'20''E(

P7)N64°53'50''E(

P)

44.38(P)

44.376(P7)

105.50(P)N72°32'20''E(P7,P9)N69°45'30''E(P)

A=168.86(P7,P9,P12)

R=1746.40(P,P12)

2.48(P8)

N73°16'00''E(P8)

N69°44'40''E(P9)

N64°56'05''E(

P9)

44.394(P9)

212.81(P10)N71°24'10''E(P10)

106.69(P10,P12)

N66°00'30''E(P10)

N72°29'00''E(P11)

N17°35'25''W(P11)

N15°15'10''W(P7)

N16°52'40''W(P8)

N67°29'10''E(P)

A=C=30.62(P)

A=138.24(P)

N67°02'10''E(P12)

2.52(P12)

N16°55'50''W(P12)

N69°44'15''E(P12)

16.24(P11)

16.238(P7)

N15°19'35''W(P13)

32.986(P13)

N67°05'45''E(P13)

A=C=30.678(P13)

105.482(P13)

32.990(P12)

N78°15'20''E(P12)

BOTTOM OF SLOPE

2 STOREY BRICK AND GLASS

BUILDING

FINISHED FLOOR

ELEVATION=131.69m

GARAGE FOUNDATION WALL

FACE OF UNDERGROUND GARAGE WALL

GARAGE FOUNDATION WALL

MAIN SQUARE

COMMUNITY RECREATION

CENTRE

CONCRETEBUILDING

SHED

ROOF (OVERHANG)

ROOF (OVERHANG)

ROOF (OVERHANG)

CONCRETE WALL ABOVE GROUND

1 STOREYMETALCLAD

2 STOREYMETAL CLAD

AND STUCCO

1 STOREYCONCRETEBLOCK

BUILDING

BUILDING

BUILDING#10 DAWES ROAD

FFE=132.17

CONCRETE BUILDING

TOP OF ROOF=137.49

FINISHED FLOOR ELEVATION=130.11m

1 STOREY

#245 MAIN STREET

R=1746.397

A=168.859

N71°21'10''E(M)

32.975(M)

N68°39'30''E(M)

106.686(P7&M)

2.518(M)

(P7,P9&S)

(P7&M)

96.380 16.429(P7&M)99.996(M)

CLFX

(P10&M)

N15°16'40''W(M)

A=138.226(M)

C=138.190(P12&M)

A=C=30.630(M)

N69°05'05''E(M)

C=168.792 (P7&M)

A=C=17.258(M)

N74°54'05''E(M)

N16

°04'

05''W

16.3

05

N08°

43'5

5''E

29.7

14

N74°06'40''E10.390

N74°03'40''E 17.645

N74°10'00''E 105.454

N74°03'20''E 212.805(REFERENCE BEARING) (P7&M)

(P7&M)

(P11&M)

N66°29'05''E

44.416

(P9&M)

SIB

0.05N(P13&M)

CP

(D&J)

SIB

(OU)

SIB

1.000E(P10,P12,P13&S)

(1075)

0.06N

CC(OU)

SIB

(CNR) IB

2.000E

(CNR)IB(OU)

SSIB(1188)

IB(L&P)

SSIB

CC

(CNR)

IB(OU)

SSIB

(1387)

(CNR)

SIB

CP(WIT)(1370)

2.000W(P13&S)

(922)SSIB

(1370)

(1370)

(P12,P13&M)

ON LINE E/W

ASPHALT

134.6

8121

CCFD

130.9

0126

CC

(Top)

130.7

6

MH

(Top)

130.7

7

MH

(Bc)

130.6

8

(Bc)

130.6

2(T

c)

130.6

3

130.5

9

130.6

1

130.6

0

130.2

6

130.2

3

130.4

8

130.5

0

130.5

4

130.7

2

130.6

5

130.6

4

130.64

130.6

7

130.7

1

130.4

7

130.3

8

SN

130.3

4

130.4

8

130.5

3

130.6

4

130.7

6 130.7

1

130.7

7

WV

(Tc)

130.7

4 (Bc)

130.7

3

(Bc)

130.6

7(T

c)

130.6

9

130.7

1

130.6

8

130.6

1

130.6

0

WV

HP\LS

FH

130.4

6

130.2

5

130.19

130.2

913

0.3

0

130.3

8

130.3

013

0.3

2

130.2

9

130.4

7

130.4

7

(Tc)

130.4

4 (Bc)

130.3

2(B

c)

130.2

7(T

c)

130.4

2

(Tc)

130.4

4 (Bc)

130.3

5BOL

130.2

8

(Tc)

130.4

5 (Bc)

130.3

1

BOL

130.4

313

0.4

6

130.4

5

130.2

9

130.2

1

SILL

130.28

130.2

7

130.4

1130.4

4

130.4

5

130.4

1

130.6

3915

0TR

130.6

3915

1TR130.6

2915

2TR13

0.6

0915

3TR

135.6

1

135.6

1

136.2

8

136.2

5

136.9

6

137.0

0

136.4

4

SILL

130.28

BOL

SILL

130.18

BOL

130.2

1 130.19

130.2

6

130.13

BOL

130.14

(Tc)

130.2

7 (Bc)

130.19

(Bc)

130.15

(Tc)

130.18

(Tc)

130.15

(Bc)

130.10

(Bc)

130.0

9(T

c)

130.13

130.08

130.19

130.2

4

130.2

4

130.2

1

130.19

FH

130.10

130.10

129.9

813

0.0

1

130.0

0

129.8

9

(Top)

129.8

1

CB

BOL

130.13

130.14

SILL

130.22

BOL

BOL

130.0

9

130.3

5

130.3

9

130.15

130.4

2

130.3

4

130.4

1933

4TR

1

130.4

8933

5TR

1

130.5

3933

6TR

1

132.0

2

BOL

130.11

130.11

130.13

130.13

BOL

(Tc)

130.12 (B

c)

130.0

8

130.13

130.14

BOL

130.0

9

130.15130.14

130.13

(Tc)

130.12 (B

c)

130.12

130.15

(Tc)

130.13

(Bc)

130.11

BOL130.14

(Tc)130.12

BOL

130.15

130.13

130.15

(Bc)

130.13

(Tc)

130.14

(Tc)

130.11

(Bc)

130.12

130.15

BOL

130.12

BOL

129.9

6

129.8

4

129.8

9

129.9

0

FH

130.0

1

BOL

130.0

2

129.9

313

0.0

0

130.0

4

SILL

130.07

SILL

130.18

130.16

BOL130.0

0

BOL

129.9

3

130.0

5

130.2

3

130.15

129.8

3

130.0

9

131.78

131.85

129.9

4

BOL

130.0

3

130.0

3 130.0

3

BOL

130.0

3

130.0

1

130.0

5

130.0

4

129.9

9

130.13

130.13

129.9

2

129.9

9

130.17

130.16954

5TR

2

130.2

1954

6TR

2

130.11954

7TR

2

130.2

3(B

c)

130.0

1(T

c)

130.2

013

0.19

130.0

2

129.8

9

129.9

3130.0

1

130.0

3

BOLBOL

130.0

2

129.9

5

129.8

7

BOL

129.9

3

129.9

3

130.0

1

BOL

130.0

2

129.9

8

129.9

3

129.9

3

129.9

1

BOL

129.9

9129.9

1

BOL

129.9

8

129.8

7

129.8

9

129.9

6

BOL130.0

5

130.0

6

BOL

130.0

2

130.0

0

BOL

130.0

313

0.0

4

BOL

129.9

8

130.11

131.63

130.0

2131.07

130.7

5

130.19

129.9

6

129.9

7

130.0

4

130.0

2

130.0

2

130.0

1

130.0

1

130.0

2

130.0

5

130.0

3

129.9

712

9.9

0

129.8

9

129.8

812

9.9

0

129.9

6 129.9

6

129.9

2

130.0

4

130.0

1

130.0

1

129.9

8

129.9

7 129.9

9

130.0

213

0.0

0

129.8

4

129.9

2

130.16

130.19

130.19

130.2

8

130.2

8

(Tc)

130.2

6 (Bc)

130.11

129.8

3

129.7

8(B

c)

130.0

1(T

c)

130.15

(Tc)

130.11 (B

c)

129.9

8LP

(Bc)

129.9

9(T

c)

130.10

(Tc)

130.0

9 (Bc)

130.0

0

(Bc)

129.9

7(T

c)

130.11

(Tc)

130.14 (B

c)

130.0

012

9.8

8

129.8

7

129.9

0

129.9

0

129.8

7

135.2

0

135.1644

BSMARK

133.3

4

135.6

3

129.9

21116

SIB

129.9

11117

IBFD

129.8

91118

IBFD

129.9

21119

IBFD

129.9

8

131.811135

BLD13

1.711136

BLD

131.63

131.64

131.63

131.63

137.8

31143

TMARKCCFD

135.9

4

133.2

01156

C

(Tw)

132.9

2

132.8

51160

C

(Tw)

134.8

0

134.4

5

(Tw)

134.8

1

132.8

31166

CONWALL

132.9

81168

STR

133.8

0

133.9

7

134.8

01174

STR

132.4

81176(T

w)

132.8

8(T

w)

132.5

0

132.4

3

132.4

8

(Tw)

132.4

4

(Tw)

132.4

513

2.4

3

132.3

6

(Tw)

132.4

3

(Tw)

132.7

1

132.6

4

132.7

91193

C

132.8

71194

CURB

132.8

01197

CONWALL

132.18

(Tw)

131.78

131.751202

CONWALL

132.7

9

132.8

91209

CONWALL

132.8

21210

CONWALL

130.2

3

(Bc)

130.14

(Tc)

130.0

1(Bc)

130.11

(Tc)

130.2

3

130.19

131.55

131.53

131.69

131.521818

CRBC

131.541819

CRBC

131.631820

CRBC

(Tc)

131.72 (B

c)

131.62

(Bc)

131.65

(Tc)

131.76

(Tc)

131.77 (B

c)

131.66

(Bc)

131.68

(Tc)

131.77

(Tc)

131.78 (B

c)

131.68

(Tc)

131.67

(Tc)

131.77

(Tc)

131.76

(Tc)

131.69

131.711835

CRBC

131.681836

CRBC

(Tc)

131.73 (B

c)

131.63

(Bc)

131.58

(Tc)

131.70

(Tc)

131.70 (B

c)

131.58

(Tw)

132.4

2

132.4

21847

VEN

T

132.4

21848

VEN

T132.4

1

132.2

3

132.2

4

(Tw)

132.4

1

(Tw)

132.4

2

(Tw)

132.4

213

1.83

131.79(Tw)

132.4

2

132.4

013

1.86

LS

131.82

(Tw)

132.3

9(T

w)

132.3

813

2.13

(Tw)

132.2

1

132.2

0(T

w)

132.3

9

132.2

2132.2

8(T

w)

132.4

0

(Tw)

131.72

LS LS

(Tw)

132.4

0

132.2

913

2.19

(Tw)

132.4

013

2.2

1

131.83 (Tw)

131.70

132.19

132.18

(Tw)

131.80

(Tw)

131.81

131.71

131.70

131.79

(Top)

131.63

CB

FP

(Top)

131.65

(Top)

131.42

CB

(Top)

131.48

CB

(Top)

131.48

CB

(Top)

131.51

CB

(Top)

131.53

CB

131.62

131.55

LS

135.3

2268

8CLF

(Tc)

135.2

9 (Bc)

135.13

(Top)

134.6

0

MH

(Tc)

134.5

9

(Bc)

134.4

4

HP\LS

135.6

5

135.6

9

135.7

2

135.3

8

135.8

1

129.8

9

129.8

2

129.9

1

129.9

1

129.8

4

129.7

5

129.9

2

129.9

5

129.9

2

129.9

0

129.8

512

9.9

1

129.8

8

129.7

7

129.9

5

129.9

5

(Bc)

135.2

0

(Tc)

135.3

6

135.4

2

135.9

9

(Tc)

135.9

5

(Bc)

135.8

0

HP\LS

136.6

6

(Tc)

136.6

4

(Bc)

136.4

9

HP

HP

137.3

5FP

(Tw)

137.4

8

(Tw)

137.5

2

(Tc)

137.5

0

(Bc)

137.3

5

137.6

813

7.7

2

137.7

3

HP\LS

138.5

7603

5ZST

RAI L

138.5

6603

6ZST

RAI L

138.5

8

9 E

137.7

0

137.9

013

8.0

2

(Tc)

138.16

(Bc)

137.9

0

135.4

2605

0ZCLF

135.4

2605

1ZSW

(Bc)

136.0

0(T

c)

136.13

HP\LS136.2

1605

7ZSW

137.0

3605

8ZSW

(Tc)

136.9

8 (Bc)

136.7

9

(Top)

137.17

MH

(Bc)

137.5

3(T

c)

137.6

9

HP\LS

137.7

3

137.5

6606

6ZCLF

137.7

2606

7CLF

137.7

6606

8ZST

RAI L

137.7

7

138.3

513

8.3

4607

1ZST

RAI L (T

c)

138.2

8 (Bc)

138.0

5

6980

GE

138.6

7

138.5

813

7.9

6

137.2

6

136.5

3

135.9

1

LS

LS

HP

135.4

413

4.9

6

134.5

213

5.13

135.8

4

GV

136.19

136.6

0

136.7

5

(Tw)

135.7

1

136.6

3

(Tw)

136.8

413

6.16

132.5

1

132.9

0

132.8

5

132.8

113

2.3

8

133.8

5

(Tc)

130.15

130.3

6

130.3

1

130.13619

5ZSW

130.11619

6ZSW

130.0

6619

9ZSW

130.0

2620

0ZSW

130.0

913

0.0

2

129.9

9

129.9

2

129.6

4

129.6

5

130.15620

9-STP

OST

130.16

SN

130.5

5623

0ZST

ONEW

130.4

0

129.8

8

129.8

1

129.9

1

133.4

7

LS

135.2

0625

6003

0

131.64

130.3

7

131.55707

1ZFL

P

131.54707

2ZFL

P

131.54707

3ZFL

P

131.56707

4.FLP

131.54

131.84707

7SHED

131.54

131.54

131.86708

0ROOFA

BOVE

131.46708

1.W

BOX

131.50708

2ZWBOX

131.46708

3ZWBOX

131.45708

4ZWBOX

131.50708

7-CRB

131.70708

8ZCRB

131.76708

9CRB

131.57709

0-CRB

131.79

(Bc)

131.57

(Tc)

131.70

131.56709

5FD

CC

(Tc)

131.73 (B

c)

131.52

(Bc)

131.56

(Tc)

131.76

131.54

131.55

131.54

131.53

131.57

131.58(T

w)

131.85

131.85

(Tw)

133.0

8

(Tw)

131.86

131.87711

3ZCLF

131.57711

4ZCLF

131.56711

5ZCLF

131.87711

6CLF

131.65

131.56

131.53

131.72

132.18713

3TF

LB

131.75713

4TP

S

130.9

0151

129.9

4163

CP

129.9

1164

CC

128.7

3165

SM

128.7

5167

CN

131.56168

CC

128.8

3169

CN

131.78

128.7

517SM

128.7

2175

SM

138.8

6270

HCM

130.4

7

130.5

2

130.6

2

130.6

9

130.6

9

130.7

4

130.6

9200

10GVL

130.6

013

0.7

4200

15CRB

130.7

2200

16GUT

130.7

9

WV

130.77

MH

130.77

MH

130.73

CB

130.69

CB

130.7

3200

25GUT

130.8

0200

26CRB

130.8

5200

27CRB

130.7

1200

28GUT

130.8

7200

29SW

130.8

2200

30SW

130.8

0200

31SW

130.7

0200

32ILB13

0.8

6200

33ILB

130.8

6200

34ILB

130.8

2200

35ILB

130.7

7

130.9

0200

37BLD

130.8

4

130.8

7200

39W

130.8

7200

40DEC

K W

130.9

7200

41DEC

K W

130.9

6200

42DEC

K W

130.9

8200

43W

130.9

7200

44DEC

K W

131.09200

45DEC

K W

131.00

130.7

3

130.7

6

130.6

0

130.7

4200

52CCUT

130.7

9200

53CRB

WV

WV

WV

WV

130.6

7

130.4

5

130.3

8

130.3

8

130.3

2

130.2

5

130.3

413

0.3

3

130.3

0130.3

7

130.2

9

130.3

8

130.1413

0.3

6

130.4

1

130.4

0

130.3

8

130.4

2

130.4

6

130.5

6

35.56200

87BLD

141.70200

91ROOF

140.7

5200

92ROOF

145.3

0200

93ROOF13

2.0

8200

97SILL

129.8

412

9.9

4

129.8

6

129.7

5

129.6

4

(Top)

129.5

9

CB

129.7

7

129.8

6

129.7

3

129.9

6

130.3

8201

08

CLF

130.2

0

130.4

6

130.0

7

130.3

6

130.4

0201

13CLF

129.9

7

130.5

0

130.3

0201

16CLF

129.7

9

129.7

1

129.7

2

129.9

2

31.06

201

21

CF

129.8

1

129.8

4

129.9

3

129.9

212

9.8

712

9.8

9

130.0

212

9.9

4

129.9

4

130.0

0

129.8

7

130.0

1

129.9

912

9.8

7

130.0

0

137.4

9201

37

ROOF

130.0

6

130.2

4

130.2

7

130.0

2

130.0

5

130.2

6

130.0

2

129.9

5

129.9

6

129.8

812

9.8

9

129.9

5

129.9

412

9.8

812

9.8

3

129.8

0

(Top)

129.6

5

CB

129.8

512

9.9

3

31.12

201

57

CF

130.12SILL

31.09

201

61

COL

0.50

M

31.14

201

62

COL

0.50

M

31.13

201

63

COL

0.50

M

31.13

201

64

COL

0.50

M

31.20

201

65

COL

0.50

M

31.21

201

66

COL

0.50

M

31.03

201

67

COL

0.50

M

30.98201

68

COL

0.50

M

31.08

201

69

COL

0.50

M

31.08

201

70

COL

0.50

M

30.98201

71

COL

0.50

M

31.17

201

72

COL

0.50

M

31.14

201

73

COL

0.50

M

31.08

2COL

128.8

1201

81

WALL

128.8

2201

85

WALL

128.8

5201

86

WALL

128.8

5201

87

WALL

128.8

3201

88

WALL

128.8

620

WALL

128.7

1

128.7

412

8.7

5

128.6

9

131.182

0197

CEILING

(Tc)

134.0

7 (Bc)

133.9

6

134.17

134.17

(Bc)

134.4

2(T

c)

134.5

3

134.6

3

134.6

2

(Bc)

135.0

0(T

c)

135.14

135.2

2

135.2

4

135.8

1

135.8

0

(Bc)

135.6

1(T

c)

135.7

6(T

c)

136.2

7 (Bc)

136.17

136.2

8

136.3

0

(Tc)

136.9

7 (Bc)

136.8

0

136.8

5

136.8

5

137.5

0

137.5

0(Bc)

137.5

1(T

c)

137.6

8(T

c)

138.3

1 (Bc)

138.0

6

138.11

138.11

138.6

2

138.6

3

(Tc)

138.7

6 (Bc)

138.5

1

64

62

863

10237B

(Tc)

138.5

3

(Bc)

138.2

9

138.3

3

138.3

2

39.90202

42WALL

40.31202

43WALL

131.47

(Tc)

131.52 (B

c)

131.50

(Bc)

131.58

(Tc)

131.69

(Tc)

131.76 (B

c)

131.64

(Bc)

131.67

(Tc)

131.76

131.76202

53CRB

(Tc)

131.75

131.65202

55GUT

(Bc)

131.67

131.61

131.47

(Top)

131.48

(Bc)

131.68

(Tc)

131.73

131.84

131.72

(Tc)

131.68 (B

c)

131.64

131.53202

66GUT

(Top)

131.50

131.49

131.55

131.68

(Bc)

131.68

(Tc)

131.74131.74

131.61

131.82

131.58

131.70

131.70

131.74

(Bc)

131.62

(Tc)

131.73

(Tc)

131.74 (B

c)

131.65

131.60202

84GUT

(Top)

131.52

131.5313

1.66

132.7

5

132.9

8

(Top)

133.2

3

MH

134.16

134.4

3

LP

(Bc)

134.15

(Tc)

134.3

2

134.6

2202

96CRB

134.4

7202

97GUT 13

4.62

MH

134.2

2

134.2

2

134.4

9

134.6

2

131.39

131.51

131.55

131.64

131.66203

11BLD

BR

131.66

131.65

131.64

131.67

131.65

131.66

131.68203

20SILL3

1.36

203

31WALL

31.36

203

32WALL

31.36

203

33WALL

128.8

2203

34WALL

128.8

9203

35WALL

128.8

6203

36WALL

31.27

203

37COL

0.50

M

31.09

203

38COL

0.50

M

30.99203

39COL

0.50

M

30.93203

40COL

0.50

M

30.83203

41COL

0.50

M

31.12

203

42COL

0.50

M

31.15

203

43COL

0.50

M

30.84203

44COL

0.50

M

30.96203

45COL

0.50

M

30.96203

46COL

0.50

M

30.72203

47COL

0.50

M

30.65203

48COL

0.50

M

31.03

203

49COL

0.50

M

31.09

203

50COL

0.50

M

31.15

203

51COL

0.50

M

31.21

203

52COL

0.50

M

31.21

203

53COL

0.50

M

31.18

203

54COL

0.50

M

31.12

203

55COL

0.50

M

31.00

203

56COL

0.50

M

30.93203

57COL

0.50

M

31.56

203

58COL

0.50

M

31.26

203

59COL

0.50

M

31.08

203

60COL

0.50

M

30.95203

61COL

0.50

M

31.15

203

62COL

0.50

M

31.18

203

63COL

0.50

M

31.19

203

64COL

0.50

M

31.22

203

65COL

0.50

M

31.22

203

66COL

0.50

M

31.21

203

67COL

0.50

M

31.44

203

68WALL

31.44

203

69WALL

31.28

203

70WALL

31.20

203

71WALL

31.19

203

72WALL

31.88

203

73WALL

31.16

203

74WALL

31.24

203

75WALL

128.6

3

128.7

6

128.8

4

128.8

4

128.7

0

131.08203

81CEILING

134.6

7900

0121

137.3

4900

0123

130.9

0900

0126

128.7

3900

0165

SM

131.54900

0168

CC

128.8

2900

016

CN

(Tc)

130.6

8

130.6

5

130.3

4

130.7

4

HP\LS

WV

130.5

1

130.4

7

(Top)

130.7

0

CB

(Tc)

130.8

5 (Bc)

130.7

2

130.8

1

130.6

2

130.6

0

130.7

8

130.8

1

130.8

4

131.02

130.9

1

129.8

3

129.8

2

130.7

2

130.8

5

130.2

5

130.2

3

130.3

4

0.5∅

0.5∅

129.9

4

0.4∅

129.9

7

130.9

0 GM

130.8

7

130.6

9

130.9

8

131.00

131.03

130.6

8

130.7

0

130.6

7

130.3

4

TCC TRACKS

TCC TRACKS

TCC TRACKS

TCC TRACKS

METROLINX

SHELTER

CHAIN LINK FENCE

PART 2, PLAN 64R-16200

PART 6, PLAN 64R-16517

PART 3, PLAN 64R-16517

PART 5, PLAN 64R-16517

PAR

T 1,

PLA

N 6

4R-1

6200

PART 1, PLAN 64R-16200 PART 4, PLAN 64R-16517

PART

4PL

AN 6

3R-3

961

PART 1, PLAN 66R-25462

PART 3, PLAN 64R-1144

PART

2, P

LAN

64R-

1477

1

PAR

T 1

PLAN

64R

-147

71

LOT 16REGISTEREDPLAN 666Y

LOT 3, CONCESSION 1, FROM THE BAY

LOT 3, CONCESSION 1, FROM THE BAY

FROM THE BAYLOT 2, CONCESSION 1

(FOR

MER

LY K

NOW

N AS

)

LOT 3, CONCESSION 1, FROM THE BAY

CONCRETE CURB

PLAY GROUND

TICKET

BOX

EDGE OF ASPHALT

BOTTOM OF

SLOPE

CONCRETE WALKWAY

CHAIN LINK FENCE

CONCRETE CURB

SAND/

CLAY

PLANTER

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

CONC.CONC.

GUARD RAIL

GUARD RAIL

GUARD RAIL

GATE

GATE

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CHAIN LINK FENCE

CLFXX

CLF

GRASS

GRASS

GRASS

STREET LINE

STREET LINE

STREET LINE

SOUTHEAST ANGLE OF LOT 16

REGISTERED PLAN 666Y

TOP OF SLOPE

TOP OF SLOPE

AIR CONDITIONING(2 UNITS)

ON CONCRETE PADMETALPIPES

EDGE OF

ASPHALT

EDGE OF

ASPHALT

STAIRSANDPORCH

CONCRETEOVERHANG 3.36 N

WALL 3.75 NGARAGE WALLCONCRETE

11.55

(P9&M)

(P9&M)

STEPS

STEPS

CONCRETE SIDEWALK

CONCRETE WALKWAY CONCRETE WALKWAY

CONCRETESIDEWALK

CONCRETE

SIDEWALK

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN

210

13-0

196(

LT)

PIN 21013-0184(LT)

PIN

2101

3-02

27(L

T)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0195(LT)

PIN 21013-0192(LT)

PIN

2101

3-02

27(L

T)

CONCRETE CURB

CONCRETE SIDEWALK

GUARD RAIL

CONCRETE CURB

CONCRETE SIDEWALK

CONCRETE CURB

CONCRETE SIDEWALK

CONCRETE BRIDGE

CURB

CUT

GUARD RAIL

GRAVEL

DRIVEWAY

CHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCE

CHAI N LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

0.64W, 0.23N

CLF CORNER

0.98

CLF

CLF

0.26E

NO FENCENO FENCE

0.70NEND OF CLF

NO FENCE

NO FENCE

CLF 0.13S

CLF 0.08NLINE N/S

CLF ON

NO FENCE

0.32N, 0.11ECLF CORNER

NO FENCE

SUBJ

ECT

TO LE

ASE

AS

IN IN

ST. 8

3532

EX(

FIRS

TLY)

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO AGREEMENT AS IN INST. CT300722

SUBJECT TO LEASE AS IN INST. 83532 EX(FIRSTLY)

SUBJECT TO EASEMENT AS IN INST. AT2795820

SUBJ

ECT

TO R

IGHT

-OF-

WAY

AS

IN IN

ST. C

A374

957

CURB CUT

CONC.

CURB

CONCRETE CURB

CONCRETE CU

RB

CONCRETE CURB

CONCRETE CU

RB

CONC.

CURB

CONC.

CURB

CONC.

CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONC.

CURB

CONCRETE

BARRIER

CONCRETE B

ARRIERCONCRETE WALL

CONCRETE WALL

AIR SHAFT

CONCRETE WALL

CONCRETE WALL

PLANTER

IRON FENCE ON

PLANTER

PLANTER

PLANTER

PLANTER

CONCRETE WALL ABOVE GROUND

BARRIER

CONCRETE

CONCRETE WALL

CHAIN LINK FENCE

ON CONCRETE WALL

CONC.

WALL

BRIDGE

CONCRETE WALL

N68°41'00''E(P7)

32.964( P7,P8)

N71°23'10''E(P7)N74°09'20''E(P7)

105.494(P7)

N74°04'10''E(P7)

N74°07'40''E(P7)

29.75(P11)

N07°11'40''E(P11

N15°58'00''W(P7)

12.03(P7)

N66°30'20''E(

P7)N64°53'50''E(

P)

44.38(P)

44.376(P7)

105.50(P)N72°32'20''E(P7,P9)N69°45'30''E(P)

A=168.86(P7,P9,P12)

R=1746.40(P,P12)

2.48(P8)

N73°16'00''E(P8)

N69°44'40''E(P9)

N64°56'05''E(

P9)

44.394(P9)

212.81(P10)N71°24'10''E(P10)

106.69(P10,P12)

N66°00'30''E(P10)

N72°29'00''E(P11)

N17°35'25''W(P11)

N15°15'10''W(P7)

N16°52'40''W(P8)

N67°29'10''E(P)

A=C=30.62(P)

A=138.24(P)

N67°02'10''E(P12)

2.52(P12)

N16°55'50''W(P12)

N69°44'15''E(P12)

16.24(P11)

16.238(P7)

N15°19'35''W(P13)

32.986(P13)

N67°05'45''E(P13)

A=C=30.678(P13)

105.482(P13)

32.990(P12)

N78°15'20''E(P12)

BOTTOM OF SLOPE

2 STOREY BRICK AND GLASS

BUILDING

FINISHED FLOOR

ELEVATION=131.69m

GARAGE FOUNDATION WALL

FACE OF UNDERGROUND GARAGE WALL

GARAGE FOUNDATION WALL

MAIN SQUARE

COMMUNITY RECREATION

CENTRE

CONCRETEBUILDING

SHED

ROOF (OVERHANG)

ROOF (OVERHANG)

ROOF (OVERHANG)

CONCRETE WALL ABOVE GROUND

1 STOREYMETALCLAD

2 STOREYMETAL CLAD

AND STUCCO

1 STOREYCONCRETEBLOCK

BUILDING

BUILDING

BUILDING#10 DAWES ROAD

FFE=132.17

CONCRETE BUILDING

TOP OF ROOF=137.49

FINISHED FLOOR ELEVATION=130.11m

1 STOREY

#245 MAIN STREET

R=1746.397

A=168.859

N71°21'10''E(M)

32.975(M)

N68°39'30''E(M)

106.686(P7&M)

2.518(M)

(P7,P9&S)

(P7&M)

96.380 16.429(P7&M)99.996(M)

CLFX

(P10&M)

N15°16'40''W(M)

A=138.226(M)

C=138.190(P12&M)

A=C=30.630(M)

N69°05'05''E(M)

C=168.792 (P7&M)

A=C=17.258(M)

N74°54'05''E(M)

N16

°04'

05''W

16.3

05

N08°

43'5

5''E

29.7

14

N74°06'40''E10.390

N74°03'40''E 17.645

N74°10'00''E 105.454

N74°03'20''E 212.805(REFERENCE BEARING) (P7&M)

(P7&M)

(P11&M)

N66°29'05''E

44.416

(P9&M)

SIB

0.05N(P13&M)

CP

(D&J)

SIB

(OU)

SIB

1.000E(P10,P12,P13&S)

(1075)

0.06N

CC(OU)

SIB

(CNR) IB

2.000E

(CNR)IB(OU)

SSIB(1188)

IB(L&P)

SSIB

CC

(CNR)

IB(OU)

SSIB

(1387)

(CNR)

SIB

CP(WIT)(1370)

2.000W(P13&S)

(922)SSIB

(1370)

(1370)

(P12,P13&M)

ON LINE E/W

UP

UP

TYPE 'C' LOADING3M CLEAR HEADROOM

TYPE 'G' LOADING6.1M CLEAR HEADROOM

7000

2775

0

VEST

CAFC

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

15%7.5%

6000

6000

6000

NEW PUBLIC ROAD

TYPE G LOADING6.1M CLEAR HEADROOM

TYPE C LOADING3M CLEAR HEADROOM

TYPE C LOADING3M CLEAR HEADROOM

8000

6000

1550

LINE OF TOWER ABOVE

LINE OF TOWER ABOVE

LINE OF 4500mm CLEARENCE FOR

TRUCK TURN AROUND

6000

5%

130.84

130.84

130.84 130.84

130.40 F.F.E.13000

TEEN ZONE

NEW PRIVATE ROADNEW PRIVATE ROAD

4.6%

4.6%

1.7%

1.7%4.3%

4.3%

4.6%

4.6%

1.3%

A451.S1

LINE OF NON-SENSITIVE CONSTRUCTION - 6.5m SETBACK

OPEN SPACE

OPEN SPACE

PARKING LEGEND:

PARKING SPACEC=COMMERCIAL PARKINGR=RESIDENTIAL PARKINGV=VISITOR PARKINGE=EXISTING PARKING

PARKING NOTES:1. MINIMUM PARKING SPACE SIZES (UNLESS OTHERWISE NOTED): 2600mm WIDE X 5600mm LONG (NO SIDES OBSTRUCTED) 2900mm WIDE X 5600mm LONG (ONE SIDE OBSTRUCTED) 3200mm WIDE X 5600mm LONG (TWO SIDES OBSTRUCTED)

2. MAINTAIN MININUM DRIVE AISLE WIDTH OF 6000mm UNLESS OTHERWISE NOTED.3. MAINTAIN MINIMUM HEADROOM CLEARANCE OF 2100mm THROUGHOUT.

3900

5600

2900

5600

2600

5600

TYPICAL ONE SIDE OBSTRUCTRED

ACCESSIBLE

C

2600

6700

PARALLEL PARKING

3400 1500

ACCESSIBLE VISITOR - TYPE

A

2400 1500

5600

ACCESSIBLE VISITOR - TYPE

B

11000

17000

3500

TYPE "A" LOADING17m LONG x 3.5m WIDE

4.4m VERTICAL CLEARANCE

LEGEND - LOADING

TYPE "B" LOADING11m LONG x 3.5m WIDE

4.0m VERTICAL CLEARANCE

TYPE "G" LOADING13m LONG x 4.0m WIDE

6.1m VERTICAL CLEARANCE

13000

4000

3500

TYPE "C" LOADING6.0m LONG x 3.5m WIDE

3.0m VERTICAL CLEARANCE

6000

3500

600

1800

600

1200

HORIZONTAL VERTICAL

TYP. BICYCLE PARKING SPACE DIMENSIONS

VERTICAL CLEARANCE MIN. 1.9m PROVIDED AT ALL BICYCLE SPACES

LEGEND - BICYCLE PARKING

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

19-1

1-06

12:

39:1

3 PM

As indicated

C:\R

evit

Proj

ects

\QAL

_SIT

E_19

002_

6 D

awes

Rd_

R20

17_d

whi

teYT

LQ9.

rvt

6 Dawes Rd

Toronto, Ontario

Ground Floor Plan

19002 Author Checker

A201.S

A201.SGROUND FLOOR1

UP

FIRE PUMP135 m²1456 ft²

INCOMING SERVICES87 m²935 ft²

VEST ELEVATOR PIT 127.40 F.F.E.

127.40 F.F.E.

COMMUNITY CENTRE ELEVATOR PIT

A454.S1

A455.S1

A455.S2

LINE OF NON-SENSITIVE CONSTRUCTION - 6.5m SETBACK

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

19-1

1-06

12:

45:0

7 PM

1 : 250

C:\R

evit

Proj

ects

\QAL

_SIT

E_19

002_

6 D

awes

Rd_

R20

17_d

whi

teYT

LQ9.

rvt

6 Dawes Rd

Toronto, Ontario

East Block Basement

19002 Author Checker

A231.S

A231.SEAST BLOCK - BASEMENT PLAN1

ASPHALT

130.

90126

CC

MH

(Top

)13

0.77

MH

(Bc)

130.

68

(Bc)

130.

62(T

c)

130.

63

130.

59

130.6

1

130.

60

130.

40

(Top

)13

0.36

MH

(Top

)13

0.35

MH

130.

26

130.

23

130.

48

130.

50

130.

54

130.

72

130.

65

130.

64

130.64

130.

67

130.7

1

130.

47

130.

38SN

130.

34

130.

48

130.

53

130.

64

130.

76

130.7

1

130.

77

WV

(Tc)

130.

74

(Bc)

130.

73

(Bc)

130.

67(T

c)

130.

69

130.7

1

130.

68

130.6

1

130.

60

130.

45

WV

FH

130.

46

130.3

1

130.

25

130.19

130.

2913

0.30

130.

38

130.

3013

0.32

130.

29

130.

47

130.

47(Tc)

130.

44 (Bc)

130.

32(B

c)

130.

27(T

c)

130.

42

(Tc)

130.

44

(Bc)

130.

35BOL

130.

28

(Tc)

130.

45

(Bc)

130.3

1

BOL

130.

4313

0.46

130.

45

130.

29

130.2

1

SILL

130.28

SILL

130.28

130.

27

130.

22

HP

130.4

1130.

44

130.

45

130.4

1

53

130.11 130.

25

SILL

130.28

SILL

130.28

BOL

SILL

130.15

SILL

130.18

BOL

130.2

1 130.19

130.

26

130.13

BOL

130.14

(Tc)

130.

27

(Bc)

130.19

(Bc)

130.15

(Tc)

130.18

(Tc)

130.15

(Bc)

130.10

(Bc)

130.

09(T

c)

130.13

130.08

130.19

130.

24

130.

24

130.2

1

130.19

130.10

130.10

129.

9813

0.0

1

130.

00

BOL

130.13

130.14

SILL

130.22

130.12

SILL

130.14

BOL

BOL

130.11

130.14

130.

09

130.

35

130.

39

130.15

130.

42

130.

34

132.

02

BOL

130.11

130.11

130.13

130.11

130.13

BOL

(Tc)

130.12 (B

c)

130.

08

130.13

130.14

130.12

130.10

BOL

130.

09

130.15130.14

130.13

(Tc)

130.12 (B

c)

130.12

130.15

(Tc)

130.13 (B

c)

130.11

BOL130.14

(Tc)130.12(Bc)130.12

BOL

130.15

130.13

130.15

(Bc)

130.13

(Tc)

130.14

(Tc)

130.11 (B

c)

130.12

130.15

BOL

130.12

BOL

130.11

130.15

130.16

130.10

SILL

130.18

130.16

BOL130.

00

130.

05

130.

23

131.78

131.85

130.

23

(Bc)

(Bc)

130.0

1(T

c)

130.

2013

0.19

130.

02

130.

28

130.

28

130.

05

130.

08

130.

20

130.

05

130.18 13

0.17

(Tc)

130.

26

(Bc)

130.11

129.

83

129.

78(B

c)

130.0

1(T

c)

130.15

(Tc)

130.11 (B

c)

129.

98LP

(Bc)

129.

99(T

c)

130.10

(Tc)

130.

09

(Bc)

130.

00

(Bc)

129.

97(T

c)

130.11

(Tc)

130.14 (B

c)

130.

0012

9.88

129.

87

129.

90

129.

90

129.

87

130.

23

(Bc)

130.14

(Tc)

130.0

1(Bc)

130.11

(Tc)

130.

23

130.19

131.55

131.55707

1ZFL

P

131.54707

2ZFL

P

131.54707

3ZFL

P

131.56707

4.F

LP13

1.54

131.84707

7SHED

131.54

131.57

131.58(T

w)

131.85

(Tw)

133.

0813

2.18713

3TF

LB

130.

90151

129.

94163

CP

128.

73M

130.

47

130.

52

130.

62

130.

69

130.

69

130.

74

130.

69200

10GVL

130.

6013

0.74200

15CRB

130.

72200

16GUT

130.

79WV

130.77

MH

MH

130.73

CB

130.

73200

2GUT

130.

80200

CRB13

0.SW

130.

80200

SW

130.

70200

32ILB13

0.862

0033

ILB

130IL

130.ILB

130.

7713

0W13

0.87200

40DEC

K W

13

130.

60

130.

74200

52CCUT

130.

79200

53CRB

WV

WV

WV

WV

130.

67

130.

45

130.

38

130.

38

130.

32

130.

25

130.

3413

0.33

130.

30

130.

37

130.

29

130.

38

130.1413

0.36

130.4

1

130.

40

130.

38

130.

42

130.

46

130.

56

129.

8412

9.94

129.

86

129.

75

129 1

CB

129.

77

129.

86

129.

96

130.

38201

08

CLF

130.

20

130.

46

130.

07

130.

36

130.

40201

13CLF

129.

84

129.

93

129.

9212

9.87

129.

94

129.

94

130.

00

129.

87

129.

87

130.

00

130.

27

130.

02

130.

05

130.

26

130.

02

129.

95

129.

89

129.

95

129.

9412

9.88

129.

8512

9.93

31.09

61

COL

0.50

M

130.

90900

01

128.

73

0M

(Tc)

130.

68

130.

65

130.

34

130.

74

WV13

0.5

1

130.

47

130.

62

130.

60

130.8

13

129.

83

130.

34

0.5∅

0.5∅

13

130.

87

130.

69

130.

68

130.

70

130.

67

130.

34

PART 3, PLAN 64R-16517

PART 5, PLAN 64R-16517

PART 4, PLAN 64R-16517

PART

4PL

AN 6

3R-3

961

PART

2PL

AN 6

3R-3

961

PART

2, P

LAN

64R

-147

71

PART

1PL

AN 6

4R-1

4771

REGISTEREDPLAN 666Y

LOT 3, CONCESSION 1, FROM THE BAY

FROM THE BAYLOT 2, CONCESSION 1

(FO

RMER

LY K

NOW

N AS

)

ROM THE BAY

PLANTERGRASS

CONC.CONC.

T

PRECAST CURBS

GATE

GATE

CLF

CLF

CLF

CLF

CLF

CLF

CLF

CHAIN LI

CLFX

GRASS

GRASS

GRASS

LOT 3, CONCESSION 1

LOT 2 CONCESSION 1

STREET LINE

SOUTHEAST ANGLE OF LOT

REGISTERED PLAN 666Y

EDGE OF

ASPHALT

EDGE OF

ASPHALT

CONCRETEOVERHANG 3.36 N

3.75 NGE WALLCRETE

11.55

(P9&M)

&M)

CONCRETE WALKWAY CONCRETE WALKWAY

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0196(LT)

PIN 21013-0184(LT)

PIN

2101

3-02

27(L

T)

PIN

2101

3-02

27(L

T)

GRAVEL

DRIVEWAY

CHAIN LINK FENCE

CHAIN LINK FENCECHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

CHAIN LINK FENCE

0.64W, 0.23N

CLF CORNER

0.98CLF

CLF0.26E

NO FENCENO FENCE

0.70NEND OF CLF

CLF 1.16N

CLF 0.08NLINE N/SCLF ON

1.00N

CLF CORNER

END OF

CLF 0.16E

NO FENCE

0.32N, 0.11ECLF CORNER

NO FENCE

SUBJECT TO LEASE AS IN INST. 83531 EX

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJECT TO SUB-LEASE AS IN INST. 83532 EX(SECONDLY)

SUBJ

ECT

TO R

IGHT

-OF-

WAY

AS

IN IN

ST. A

T505

8487

20

SUBJ

ECT

TO R

IGHT

-OF-

WAY

AS

IN IN

ST. C

A374

957

CURB CUT

CONC.

CURB

CONCRETE CURB

CONCRETE CU

RB

CONCRETE CURB

CONCRETE CUR

B

CONC.

CURB

CONC.

CURB

CONC.

CURB

CONCRETE CURB

CO

CUR

CONCRETE

BARRIER

CONCRETE BA

RRIER

BARRIER

CONCRETE

N74°09'20''E(P7)

105.494(P7)

N74°04'10''E(P7)

N74°07'40''E(P7)

29.75(P11)

N07°11'40''E(P11

N15°58'00''W(P7)

N66°30'20''E(

P7)N64°53'50''E(

P)

44.38(P)

44.376(P7)

105.50(P)N72°32'20''E(P7,P9)

N64°56'05''E(

P9)

44.394(P9)

212.81(P10)N71°24'10''E(P10)

N72°29'00''E(P11)

N17°35'25''W(P11)

16.24(P11)

16.238(P7)

105.482(P13)

B

H

12

+

B

S

D

SHED

16.429(P7&M)

N16

°04'

05''W

16.3

05

N08°

43'55

''E

29.7

14

N74°06'40''E10.390

N74°03'40''E 17.645

N74°10'00''E 105.454

N74°03'20''E 212.805(REFERENCE BEARING) (P7&M)

(P7&M)

(P11&M)

N66°29'05''E

44.416

(P9&M)

SIB

0.05N(P13&M)

CP

IB(OU)

SIB(OU)

SIB(CNR) IB

2.000E

(CNR)IB(OU)

SSIB(1387)

CP(WIT)(1370)

2.000W(P13&S)

(1370)

(1370)

UP

UP

TYPE 'C' LOADING3M CLEAR HEADROOM

TYPE 'G' LOADING6.1M CLEAR HEADROOM

36 PARKING SPACES

STAGING AREA

7000

LOBBY244 m²2625 ft²

WASTE STORAGE215 m²2315 ft²

LOADING212 m²2277 ft²

MOVING18 m²192 ft²

MAIL59 m²632 ft²

PARCEL48 m²512 ft²

COMMUNITY CENTRELOBBY280 m²3010 ft²

PARKING1933 m²20806 ft²

ELEC.60 m²649 ft²

2375

040

00

2775

0

CISTERN84 m²906 ft²

HYDRO VAULT57 m²618 ft²

80 BIKE SPACES

VEST

CAFC

130.40 F.F.E.

BULK ITEMS

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.

130.40 F.F.E.15%7.5%

LINE OF ENVELOPE AT BASEMENT

LINE OF ENVELOPE AT FLOOR 2

R

R R R R R R R R R R R R R R R R R R R R R R

R R R R R R RR R R R

R

R

6000

6000

6000

NEW PUBLIC ROAD NEW PUBLIC ROAD

A454.S1

A455.S1

A455.S2

LINE OF NON-SENSITIVE CONSTRUCTION - 6.5m SETBACK

PARKING LEGEND:

PARKING SPACEC=COMMERCIAL PARKINGR=RESIDENTIAL PARKINGV=VISITOR PARKINGE=EXISTING PARKING

PARKING NOTES:1. MINIMUM PARKING SPACE SIZES (UNLESS OTHERWISE NOTED): 2600mm WIDE X 5600mm LONG (NO SIDES OBSTRUCTED) 2900mm WIDE X 5600mm LONG (ONE SIDE OBSTRUCTED) 3200mm WIDE X 5600mm LONG (TWO SIDES OBSTRUCTED)

2. MAINTAIN MININUM DRIVE AISLE WIDTH OF 6000mm UNLESS OTHERWISE NOTED.3. MAINTAIN MINIMUM HEADROOM CLEARANCE OF 2100mm THROUGHOUT.

3900

5600

2900

5600

2600

5600

TYPICAL ONE SIDE OBSTRUCTRED

ACCESSIBLE

C

2600

6700

PARALLEL PARKING

3400 1500

ACCESSIBLE VISITOR - TYPE

A

2400 1500

5600

ACCESSIBLE VISITOR - TYPE

B

11000

17000

3500

TYPE "A" LOADING17m LONG x 3.5m WIDE

4.4m VERTICAL CLEARANCE

LEGEND - LOADING

TYPE "B" LOADING11m LONG x 3.5m WIDE

4.0m VERTICAL CLEARANCE

TYPE "G" LOADING13m LONG x 4.0m WIDE

6.1m VERTICAL CLEARANCE

13000

4000

3500

TYPE "C" LOADING6.0m LONG x 3.5m WIDE

3.0m VERTICAL CLEARANCE

6000

3500

600

1800

600

1200

HORIZONTAL VERTICAL

TYP. BICYCLE PARKING SPACE DIMENSIONS

VERTICAL CLEARANCE MIN. 1.9m PROVIDED AT ALL BICYCLE SPACES

LEGEND - BICYCLE PARKING

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

19-1

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As indicated

C:\R

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6 Dawes Rd

Toronto, Ontario

East Block Ground Floor Plan

19002 Author Checker

A232.S

A232.S SCALE: 1 : 250EAST BLOCK - GROUND FLOOR PLAN1

LOADING LEGENDBICYCLE LEGEND

E - GROUND FLOOR 130.40

E - FLOOR 2 135.40

E - FLOOR 3 139.90

E - FLOOR 5 145.80

E - FLOOR 6 148.75

E - FLOOR 7 153.25

E - FLOOR 8 156.20

E - FLOOR 10 162.10

E - FLOOR 15 177.35

E - FLOOR 20 192.10

E - FLOOR 25 207.35

E - FLOOR 30 222.10

E - FLOOR 4 142.85

E - FLOOR 38 246.20

E - FLOOR 39 249.15

E - MPH 252.60

E - MPH ROOF 259.00

E - BASEMENT 127.40

AVERAGE GRADE 130.66

E - TOWER 3 TOP 253.10

E - MPH TOP 259.50

1227

90EA

ST B

LOCK

TW

ER 3

OVE

RALL

BUI

LDIN

G H

EIG

HT -

129.

19 M

W - GROUND FLOOR 130.40

W - FLOOR 2 133.80

W - FLOOR 3 138.40

W - FLOOR 4 141.40

W - FLOOR 5 144.40

W - FLOOR 6 147.40

W - FLOOR 7 150.40

W - FLOOR 8 153.35

W - FLOOR 10 159.25

W - FLOOR 15 174.00

W - FLOOR 20 189.25

W - FLOOR 25 204.00

W - FLOOR 30 219.25

W - FLOOR 35 234.00

W - FLOOR 40 249.25

W - FLOOR 45 264.00

MAIN ST GRADE 136.95

W - Floor 49 275.80

W - A - MPH 279.10W - B - MPH ROOF277.35

W - B - MPH269.90

W - A - MPH ROOF 286.55

AVERAGE GRADE 130.66

W - B - MPH TOP277.85

W - B - TOP270.40

W - A - TOP 279.60

W - A - MPH TOP 287.05

WES

T BL

OCK

TO

WER

1 O

VERA

LL B

UILD

ING

HEI

GHT

- 15

6.39

M14

9541

WES

T BL

OCK

TO

WER

2 O

VERA

LL B

UILD

ING

HEI

GHT

- 14

7.19

M14

0341

GROUND FLOOR130.40

CC - FLOOR 3138.40

CC - FLOOR 4141.40

CC - FLOOR 5147.40

CC - FLOOR 6153.25

CC - FLOOR 7157.95

AVERAGE GRADE130.66

GROUND FLOOR130.40

CC - FLOOR 3138.40

CC - FLOOR 4141.40

CC - FLOOR 5147.40

CC - FLOOR 6153.25

CC - FLOOR 7157.95

AVERAGE GRADE130.66

GROUND FLOOR130.40

CC - FLOOR 3138.40

CC - FLOOR 4141.40

CC - FLOOR 5147.40

CC - FLOOR 6153.25

CC - FLOOR 7157.95

AVERAGE GRADE130.66

PROP

ERTY

LIN

E

PROP

ERTY

LIN

E

GO S

TATI

ON

PROP

ERTY

LINE

TOWER 3

TOWER 2

TOWER 1

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

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6 Dawes Rd

Toronto, Ontario

Site - North Elevation

19002 Author Checker

A401.S

E - GROUND FLOOR130.40

E - FLOOR 2135.40

E - FLOOR 3139.90

E - FLOOR 5145.80

E - FLOOR 6148.75

E - FLOOR 7153.25

E - FLOOR 8156.20

E - FLOOR 10162.10

E - FLOOR 15177.35

E - FLOOR 20192.10

E - FLOOR 25207.35

E - FLOOR 30222.10

E - FLOOR 4142.85

E - FLOOR 38246.20

E - FLOOR 39249.15

E - MPH252.60

E - MPH ROOF259.00

E - BASEMENT127.40

AVERAGE GRADE130.66

E - TOWER 3 TOP253.10

E - MPH TOP259.50

1224

40

EAST

BLO

CK T

OW

ER 3

OVE

RALL

BUI

LDIN

G H

EIG

HT -

135.

18 M

W - GROUND FLOOR130.40

W - FLOOR 2133.80

W - FLOOR 3138.40

W - FLOOR 4141.40

W - FLOOR 5144.40

W - FLOOR 6147.40

W - FLOOR 7150.40

W - FLOOR 8153.35

W - FLOOR 10159.25

W - FLOOR 15174.00

W - FLOOR 20189.25

W - FLOOR 25204.00

W - FLOOR 30219.25

W - FLOOR 35234.00

W - FLOOR 40249.25

W - FLOOR 45264.00

MAIN ST GRADE136.95

W - Floor 46266.95

W - Floor 47269.90

W - Floor 48272.85

W - Floor 49275.80

W - A - MPH279.10W - B - MPH ROOF 277.35

W - B - MPH 269.90

W - A - MPH ROOF286.55

AVERAGE GRADE130.66

W - B - MPH TOP 277.85

W - B - TOP 270.40

W - A - TOP279.60

W - A - MPH TOP287.05

GROUND FLOOR 130.40

CC - FLOOR 3 138.40

CC - FLOOR 4 141.40

CC - FLOOR 5 147.40

CC - FLOOR 6 153.25

CC - FLOOR 7 157.95

AVERAGE GRADE 130.66

GROUND FLOOR 130.40

CC - FLOOR 3 138.40

CC - FLOOR 4 141.40

CC - FLOOR 5 147.40

CC - FLOOR 6 153.25

CC - FLOOR 7 157.95

AVERAGE GRADE 130.66

GROUND FLOOR 130.40

CC - FLOOR 3 138.40

CC - FLOOR 4 141.40

CC - FLOOR 5 147.40

CC - FLOOR 6 153.25

CC - FLOOR 7 157.95

AVERAGE GRADE 130.66

PROP

ERTY

LINE

PROP

ERTY

LINE

METR

OLIN

X PR

OPER

TY LI

NE

TOWER 3

TOWER 2

TOWER 1

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

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6 Dawes Rd

Toronto, Ontario

Site - South Elevation

19002 Author Checker

A402.S

E - GROUND FLOOR 130.40

E - FLOOR 2 135.40

E - FLOOR 3 139.90

E - FLOOR 5 145.80

E - FLOOR 6 148.75

E - FLOOR 7 153.25

E - FLOOR 8 156.20

E - FLOOR 9 159.15

E - FLOOR 10 162.10

E - FLOOR 15 177.35

E - FLOOR 20 192.10

E - FLOOR 25 207.35

E - FLOOR 30 222.10

E - FLOOR 4 142.85

E - FLOOR 35 237.35

E - FLOOR 38 246.20

E - FLOOR 39 249.15

E - MPH 252.60

E - MPH ROOF 259.00

E - BASEMENT 127.40

AVERAGE GRADE 130.66

E - TOWER 3 TOP 253.10

E - MPH TOP 259.50

1224

40

EAST

BLO

CK T

OW

ER 3

OVE

RALL

BUI

LDIN

G H

EIG

HT -

129.

18 M

1288

40

A451.S1

GROUND FLOOR130.40

CC - FLOOR 3138.40

CC - FLOOR 4141.40

CC - FLOOR 5147.40

CC - FLOOR 6153.25

CC - FLOOR 7157.95

AVERAGE GRADE130.66GROUND FLOOR130.40

CC - FLOOR 3138.40

CC - FLOOR 4141.40

CC - FLOOR 5147.40

CC - FLOOR 6153.25

CC - FLOOR 7157.95

AVERAGE GRADE130.66GROUND FLOOR130.40

CC - FLOOR 3138.40

CC - FLOOR 4141.40

CC - FLOOR 5147.40

CC - FLOOR 6153.25

CC - FLOOR 7157.95

AVERAGE GRADE130.66

4700

5850

6000

3500

7500

6400

3450

2950

2950

2950

2950

2950

2950

2950

2950

3450

2950

2950

2950

2950

2950

2950

2950

2950

2950

3450

2950

2950

2950

2950

2950

2950

2950

2950

2950

3450

2950

2950

2950

4500

2950

2950

2950

4500

5000

3000

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NEW - GROUND FLOOR130.40

W - FLOOR 2133.80

W - FLOOR 3138.40

W - FLOOR 4141.40

W - FLOOR 5144.40

W - FLOOR 6147.40

W - FLOOR 7150.40

W - FLOOR 9156.30

W - FLOOR 10159.25

W - FLOOR 15174.00

W - FLOOR 20189.25

W - FLOOR 25204.00

W - FLOOR 30219.25

W - FLOOR 35234.00

W - FLOOR 40249.25

MAIN ST GRADE136.95

W - Floor 46266.95

W - Floor 47269.90

W - Floor 48272.85

W - Floor 49275.80

W - A - MPH279.10

W - A - MPH ROOF286.55

7450

3300

2950

2950

2950

2950

2950

2950

2950

2950

2950

2950

2950

3450

2950

2950

2950

2950

2950

2950

2950

2950

2950

3450

2950

2950

2950

2950

2950

2950

2950

2950

2950

3450

2950

2950

2950

2950

2950

2950

2950

2950

2950

2950

3000

3000

3000

3000

1450

3150

3400

AVERAGE GRADE130.66

W - A - TOP279.60

W - A - MPH TOP287.05

1492

00

EAST

BLO

CK T

OW

ER A

OVE

RALL

BUI

LDIN

G H

EIG

HT -

157.

15 M

1566

50

A451.S1

PRO

PERT

Y LI

NE

MET

ROLI

NX

PRO

PRTY

LIN

E

PRO

PERT

Y LI

NE

Quadrangle

Quadrangle Architects Limited901 King Street West, Suite 701 Toronto, ON M5V 3H5t 416 598 1240 www.quadrangle.ca

P R O J E C T S C A L E D R A W N R E V I E W E D

I S S U E R E C O R D

R E V I S I O N R E C O R D

Note: This drawing is the property of the Architect and may not be reproduced orused without the expressed consent of the Architect. The Contractor is responsiblefor checking and verifying all levels and dimensions and shall report alldiscrepancies to the Architect and obtain clarification prior to commencing work. 20

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6 Dawes Rd

Toronto, Ontario

Site - East and West Elevations

19002 Author Checker

A403.S

A403.SEAST ELEVATION1

A403.SWEST ELEVATION2

APPENDIX C

67

24

22

25

25

36

31

47

81

48

>100

>100

HO

LLO

W S

TE

M A

UG

ER

100 mm ASPHALT / 50 mm GRANULAR FILLFILL:sand, some gravel, brown, moist, compact.-trace of clay and concrete pieces in the upper 400mm.

SILTY SAND:trace of gravel, brown, moist, compact.

SAND:trace of silt, brown, moist,compact to very dense.-trace of gravel in the upper 400 mm.-trace of gravel at 3.05 m depth.

-trace of gravel at 4.55 m depth.

-moist to wet at 6.1 m depth.

-wet below 10.65 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.08 m bgs onJanuary 23, 2018.

Flush MountCover

Bentonite

10.67 mLong 50 mmID PVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

12

120.23

119.62

116.57

130.19130.14

128.77

128.00

116.32

0.100.15

1.52

2.29

13.97

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

FR

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 1

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

January 18, 2018

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: January 18, 2018

ST

RA

TA

PLO

T

4

10.08 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

16

130.2935

5

0

5

0

10

0

0

0

0

0

8

10

20

16

25

30

22

70

63

54

41

HO

LLO

W S

TE

M A

UG

ER

100 mm ASPHALTFILL:sand, grey, brown and black,moist, loose to compact.-some clay in the upper 450 mm.-trace of asphalt and brick pieces below 0.8 m depth.

SAND:brown, moist,compact to very dense.

-wet below 10.65 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.02 m bgs onJanuary 23, 2018.

Flush MountCover

Bentonite

10.67 mLong 50 mmID PVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

AS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

12

120.37

119.45

116.40

130.02

125.55

115.94

0.10

4.57

14.18

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

NS

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 2

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

January 18, 2018

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: January 18, 2018

ST

RA

TA

PLO

T

4

10.02 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

16

130.1210

5

0

0

0

0

0

0

0

0

0

0

16

3

7

9

39

39

23

24

45

37

HO

LLO

W S

TE

M A

UG

ER

100 mm ASPHALTFILL:sand, grey and brown,moist, compact to loose.-some silt in the upper 450 mm.

-trace of brick pieces below 2.3 m depth.

SAND:brown, moist,loose to very dense.

-wet below 9.15 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.42 m bgs onJanuary 23, 2018.

Flush MountCover

Bentonite

9.14 m Long50 mm IDPVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

AS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

121.82

120.91

117.86

129.95

127.00

117.40

0.10

3.05

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

NS

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 3

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

January 18, 2018

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: January 18, 2018

ST

RA

TA

PLO

T

4

10.42 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

130.05

0

0

0

0

0

0

0

0

0

0

0

55

11

6

12

54

75

52

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

36

>100

RO

TA

RY

MU

D D

RIL

LIN

G

50 mm ASPHALT / 100 mm GRANULAR FILLFILL:sand, some gravel, trace of coal and cinders,black to brown, moist, compact.silty sand, brown, moist, compact.SILTY SAND:brown, moist, loose.SAND:brown, moist, compact to very dense.-some silt, trace of gravel at 2.3 m depth.-some gravel and grey below 3.05 m depth.

-sand, grey, moist below 7.6 m depth.

-wet below 10.65 m depth.-some gravel at 10.65 m depth.

-some gravel at 13.7 m depth.

-fine sand, grey, wet below 19.8 m depth.

-some silt at 21.35 m depth.

-sand, grey, wet at 24.4 m depth.

-fine sand, some silt, grey, wet below 25.9 m depth.

SANDY SILT:grey, wet, dense to very dense.-trace of clay in the upper 450 mm.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling due to use of mud.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.60 m bgs onFebruary 8, 2019.

Flush MountCover

BentoniteGrout

10.67 mLong 50 mmID PVC Riser

Bentonite

Silica Sand

3.05 m Long50 mm IDWell Screen

Bentonite

BentoniteGrout

GEN+INORG

PAHPCBTCLP

GEN+INORG

PAHPCB

VOCPHC

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

122.64

120.19

119.27

116.22115.94

114.69

99.18

129.89129.79129.18128.42

127.65

100.98

99.18

0.050.150.76

1.52

2.29

28.96

30.76

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

FR

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 101

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

February 4, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: February 5, 2019

ST

RA

TA

PLO

T

4

10.60 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

129.940

0

0

0

0

0

0

0

10

5

0

0

0

0

0

0

0

0

0

0

0

0

>100

5

8

22

35

>100

>100

58

79

84

>100

HO

LLO

W S

TE

M A

UG

ER

75 mm ASPHALT / 75 mm GRANULAR FILL150 mm CONCRETE SLABFILL:sand, some gravel, trace of coal and cinders,black to brown, moist, compact.silty sand, some gravel, brown, moist, loose.

sand, some silt and gravel, brown, moist loose.

SAND:brown to grey, moist, compact to very dense.-trace of gravel at 2.3 m depth.

-grey below 3.05 m depth.

-some gravel at 4.55 m depth.

-fine sand below 9.15 m depth.

-wet below 10.65 m depth.

End of Borehole

Note:1) Water level was measured at 11.28 m bgs oncompletion of drilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.36 m bgs onFebruary 8, 2019.

Flush MountCover

BentoniteGrout

8.84 m Long50 mm IDPVC Riser

Bentonite

Silica Sand

3.05 m Long50 mm IDWell Screen

Caved

GEN+INORG

PAHPCB

GEN+INORG

PAHPCB

VOCPHC

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

122.66

121.71

121.12

118.07

117.34

129.88129.81129.66

129.20

128.44

127.67

117.34

0.080.150.30

0.76

1.52

2.29

12.62

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

FR

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 102

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

February 4, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: February 4, 2019

ST

RA

TA

PLO

T

4

10.36 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

129.965

0

0

0

0

0

0

0

5

5

0

33

8

22

28

26

53

69

55

54

44

77

HO

LLO

W S

TE

M A

UG

ER

50 mm ASPHALT / 50 mm GRANULAR FILLFILL:sand, trace of gravel, coal and organics,black, moist, compact.silty sand, trace of gravel, silt and coal,black to brown, moist, loose.

SAND:grey, moist,compact to very dense.

-trace of gravel at 2.3 m depth.

-wet below 10.65 m depth.

End of Borehole

Note:1) Water level was measured at 11.28 m bgs oncompletion of drilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.27 m bgs onFebruary 8, 2019.

Flush MountCover

BentoniteGrout

9.14 m Long50 mm IDPVC Riser

Bentonite

Silica Sand

3.05 m Long50 mm IDWell Screen

GEN+INORG

PAHPCBDUP

GEN+INORG

PAHPCB

VOCPHCDUP

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

122.40

121.50

120.86

117.81

129.95129.90

129.24

128.48

117.35

0.050.10

0.76

1.52

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

FR

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 103

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

February 5, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: February 5, 2019

ST

RA

TA

PLO

T

4

10.27 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

130.00

0

5

0

0

0

0

0

0

0

0

0

56

27

27

36

35

49

57

73

76

68

63

HO

LLO

W S

TE

M A

UG

ER

50 mm ASPHALT / 100 mm GRANULAR FILLFILL:sand, trace of gravel, coal and organics,black, moist, compact.silty sand, trace of gravel, silt and coal,black to brown, moist, loose.

SAND:grey, moist, compact to very dense.-some gravel at 1.5 m depth.

-some gravel at 2.3 m depth.

-fine sand below 6.1 m depth.

-sand, grey, moist below 9.15 m depth.

-wet below 10.65 m depth.

End of Borehole

Note:1) Water level was measured at 11.43 m bgs oncompletion of drilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.10 m bgs onFebruary 8, 2019.

Flush MountCover

BentoniteGrout

9.14 m Long50 mm IDPVC Riser

Bentonite

Silica Sand

3.05 m Long50 mm IDWell Screen

GEN+INORG

PAHPCB

GEN+INORG

PAHPCB

VOCPHC

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

122.38

121.48

120.84

117.79

129.93129.83

129.22

128.46

117.33

0.050.15

0.76

1.52

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

FR

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 104

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

February 6, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: February 6, 2019

ST

RA

TA

PLO

T

4

10.10 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

129.98

5

0

0

0

0

0

0

0

0

0

0

38

9

70

43

34

49

53

76

77

55

63

HO

LLO

W S

TE

M A

UG

ER

75 mm ASPHALT / 75 mm GRANULAR FILL75 mm ASPHALTGRANULAR FILL:sand and gravel, brown, moist,loose to compact.

-trace of brick pieces below 1.5 m depth.

SAND:grey, moist, dense to very dense.-trace of gravel at 2.3 m depth.

-some gravel at 3.05 m depth.

-some gravel and wet below 10.65 m depth.

-some silt below 12.2 m depth.

End of Borehole

Note:1) Water level was measured at 11.70 m bgs oncompletion of drilling.2) Soil samples were screened using a RKI Eaglegas meter with methane response mode off.3) Water level was measured at 10.25 m bgs onFebruary 8, 2019.

Flush MountCover

BentoniteGrout

9.14 m Long50 mm IDPVC Riser

Bentonite

Silica Sand

3.05 m Long50 mm IDWell Screen

GEN+INORG

PAHPCB

GEN+INORG

PAHPCB

VOCPHC

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

122.67

121.77

121.13

118.08

130.19130.12130.04

127.98

117.62

0.080.150.23

2.29

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

FR

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 105

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

5/2

/19

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

February 1, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: February 1, 2019

ST

RA

TA

PLO

T

4

10.25 m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

130.27

5

5

0

0

0

0

0

0

0

0

0

24

5

3

64

40

19

25

55

68

>100

62

>100

48

>100

>100

>100

>100

>100

>100

>100

>100

>100

RO

TA

RY

MU

D D

RIL

LIN

G

50 mm ASPHALTGRANULAR FILL:sand and gravel, brown, moist, compact.-trace of organics at 0.6 m depth.FILL:sand, trace of gravel, brown, moist to wet, loose.SAND:medium to fine, trace of silt and gravel,brown, moist, very loose to very dense.-some gravel at 2.45 m depth.

-moist to wet at 4.55 m depth.

-moist to wet at 9.6 m depth.

-wet below 10.65 m depth.

-trace of clayey silt seams at 16.75 m depth

-trace of silt below 18.3 m depth.

-fine to medium sand, trace of silt below 25.9 mdepth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling due to use of mud.

Flush MountCover

Bentonite

9.14 m Long50 mm IDPVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

BentoniteGrout

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

121.77

120.86

117.81

117.20

99.39

129.95129.24

128.48

99.39

0.05

0.76

1.52

30.61

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 201

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

September 4, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: September 5, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

130.00

11.1

7.2

3.2

3.8

12.8

6.2

4.9

14.2

18.4

19.4

20.4

20.1

25.3

17.7

20.6

18.8

18.5

19.3

18.9

18.8

15.9

26

5

11

26

23

38

35

36

28

60

67

>100

>100

>100

>100

90

>100

>100

>100

43

30

RO

TA

RY

MU

D D

RIL

LIN

G

50 mm ASPHALT / 200 mm GRANULAR FILLFILL:sandy silt with organics, trace of gravel,black, moist to wet, compact to loose.SAND:medium to coarse, trace of gravel,brown, moist, loose to dense.-150 mm gravel seam at 2.45 m depth.

-wet at 10.05 m depth.

-medium to fine sand, some silt, silty sand seams,wet below 10.65 m depth.

-medium to coarse sand, some gravel at 15.25 mdepth.

-silt seams at 16.75 m depth. Fine to medium sand,wet below 16.75 m depth.

-trace of silt below 27.4 m depth.

SILTY CLAY:trace of sand, silt seams, grey, moist to wet, hard.End of Borehole

Note:1) Water level was not measured on completion ofdrilling due to use of mud.

Flush MountCover

Bentonite

10.67 mLong 50 mmID PVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

BentoniteGrout

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

120.35

119.43

116.38

115.47

99.16

130.05129.85129.00

99.6299.16

0.050.25

1.10

30.4830.94

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 202

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

August 29, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: August 30, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

130.10 9.3

16

4.7

3.4

5.2

4.9

5.3

4.6

8.1

19.6

20.5

15.5

15.4

17.8

17.9

17.4

18

19.5

25.4

11

2

2

2

1

1

1

35

52

76

>100

91

2

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

>100

RO

TA

RY

MU

D D

RIL

LIN

G

65 mm ASPHALT / 200 mm GRANULAR FILLFILL:sandy silt with organics, trace of clay and gravel,dark brown to black, moist, compact.silty sand, trace of gravel,brown, moist, very loose.

SAND:fine to medium,brown, moist,very loose to very dense.

-trace of gravel at 7.6 m depth.

-wet seams at 9. 45 m depth

-wet below 10.65 m depth.

-fine sand some silt below 13.7 m depth.

CLAYEY SILT TILL:some sand, trace of gravel, grey, moist, hard.

SAND:fine to medium,brown, wet, very dense.

-wet fine sand below 22.85 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling due to use of mud.

Flush MountCover

Bentonite

10.36 mLong 50 mmID PVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

BentoniteGrout

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

120.29

119.68

116.63

115.41

99.43

129.97129.77129.28

124.71

114.80

113.28

99.43

0.070.270.76

5.33

15.24

16.76

30.61

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 203

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

August 26, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: August 27, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34

130.04

12.8

11.6

13.5

9.4

10.2

3.4

5.1

15.6

19.3

19.7

22.7

12.2

17.6

19.7

18.7

19.5

18.5

21.6

22.6

20.8

18.7

17

7

19

29

34

47

45

72

>100

85

50

HO

LLO

W S

TE

M A

UG

ER

50 mm ASPHALT / 200 mm GRANULAR FILL

FILL:sandy silt with organics, trace of gravel,dark brown to black, moist, compact.SAND:medium to fine, trace of silt,brown, moist, loose to very dense.

-seams of coarse sand, trace of gravel at 3.35 mdepth.

-wet below 10.65 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.

Flush MountCover

Bentonite

9.14 m Long50 mm IDPVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

121.42

120.81

117.76

129.90129.70

129.19

117.30

0.050.25

0.76

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 301

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

September 6, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: September 6, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

129.95

4.3

3.3

6.6

18.8

18.3

6

5

3

4

7

6

69

41

82

67

64

HO

LLO

W S

TE

M A

UG

ER

50 mm ASPHALTFILL:sandy silt with organics, trace of gravel,dark brown to black, moist, loose to very loose.

sand, trace of organics,brown, moist, very loose.

SAND:medium to fine, brown, moist,loose to very dense.

-wet below 9.45 m depth.

-trace of silt below 10.65 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.

Flush MountCover

Bentonite

9.14 m Long50 mm IDPVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

121.47

120.86

117.81

129.95

128.30

126.95

117.35

0.05

1.70

3.05

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 302

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

September 9, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: September 9, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

130.00

7.7

6.6

5.1

5.9

4.1

17.7

19.8

32

8

7

29

31

43

48

45

85

44

52

HO

LLO

W S

TE

M A

UG

ER

50 mm ASPHALT / 100 mm GRANULAR FILLFILL:sandy silt with organics, dark brown to black, moist, compact to loose.

SAND:medium to fine, brown, moist,loose to very dense.-trace of organics in the upper 300 mm.

-wet below 9.45 m depth.

-trace of silt below 10.65 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.

Flush MountCover

Bentonite

9.14 m Long50 mm IDPVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

121.57

120.96

117.91

130.05129.95

129.20

117.45

0.050.15

0.90

12.65

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 303

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

September 10, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: September 10, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

130.10

11.3

9.2

5.1

6.1

5.8

5.5

6

18.9

22.3

20.2

14

20

43

42

34

47

75

50

95

>100

>100

HO

LLO

W S

TE

M A

UG

ER

50 mm ASPHALT

FILL:sandy silt with organics, trace of clay and gravel,trace of brick pieces,dark brown to black, moist, compact.SAND:coarse to medium, trace of gravel,brown, moist, compact to very dense.

-moist to wet below 9.15 m depth.

-fine to medium sand and wet below 10.65 m depth.

End of Borehole

Note:1) Water level was not measured on completion ofdrilling.

Flush MountCover

Bentonite

9.14 m Long50 mm IDPVC Riser

Silica Sand

3.05 m Long50 mm IDWell Screen

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

PO

WE

R B

OR

ING

1

2

3

4

5

6

7

8

9

10

11

121.92

121.01

117.96

130.10

129.25

117.57

0.05

0.90

12.58

DE

PT

H S

CA

LE

20

AD

DIT

ION

AL

0

CHECKED

LOCATION

STARTED

BLO

WS

/0.3

m

BO

RIN

G M

ET

HO

D

SHALLOW/SINGLE INSTALLATION

SAMPLES

TY

PE

wlwp

200 400

GROUNDWATER ELEVATIONS

DATUM Geodetic

40 60 80

LOGGED

Q -ORGANIC VAPOUR READINGS

DESCRIPTION

SOIL PROFILE

GROUND SURFACE

WATER LEVEL:

PL

NU

MB

ER

ELEV.

DEPTH

SHEET 1 OF 1

80

10

WATER CONTENT, PERCENT

30

w

SHEAR STRENGTH: Cu, KPa

PROJECT(m

etr

es)

JB

INSTALLATION

RECORD OF BOREHOLE 304

(ppm)

:

:

OR

MC

R L

OG

EN

VIR

ON

ME

NT

AL

528

8.G

PJ

9/3

0/1

9

DEEP/DUAL INSTALLATION

300

% LEL - (hexane)

6040

LAB

. TE

ST

ING

100

20

WATER LEVEL:

August 28, 2019

nat V -

(m)

20U -

MGE5288

PIEZOMETERrem V -

STANDPIPE

:

:

:

: August 28, 2019

ST

RA

TA

PLO

T

4

m bgs

COMPLETED

6 Dawes Road, Toronto, Ontario

2

4

6

8

10

12

14

130.15

3.1

4.3

3.6

4.9

4.2

4.4

2.3

14.7

18.9

18.1

APPENDIX D

[This report shall not be reproduced except in full without the written authority of the Laboratory.]

11-FEB-19

Lab Work Order #: L2231278

Date Received:MCCLYMONT & RAK ENG. INC

111 ZENWAY BLVD.UNIT 4VAUGHAN ON L4H 3H9

ATTN: Jeremy BobroFINAL 25-FEB-19 13:41 (MT)Report Date:

Version:

Certificate of Analysis

ALS CANADA LTD Part of the ALS Group An ALS Limited Company

____________________________________________

Mathy MahadevaAccount Manager

ADDRESS: 95 West Beaver Creek Road, Unit 1, Richmond Hill, ON L4B 1H2 Canada | Phone: +1 905 881 9887 | Fax: +1 905 881 8062

Client Phone: 416-675-0160

5288Job Reference: NOT SUBMITTEDProject P.O. #:

17-641933C of C Numbers:Legal Site Desc:

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

2PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Summary of Guideline Exceedances

GuidelineALS ID Client ID Grouping Analyte Result Guideline Limit Unit

Ontario Toronto Sanitary Discharge Sewer By-Law 100-2016 (FEB 4,2016) - Ontario Toronto Sanitary Discharge Sewer By-Law

Ontario Toronto Sanitary Discharge Sewer By-Law 100-2016 (FEB 4,2016) - Ontario Toronto Storm Sewer By-LawL2231278-1 BH101 Total Suspended Solids

BOD

1,2-Dichlorobenzene1,4-Dichlorobenzene

mg/L

mg/L

ug/Lug/L

15

15

5.66.8

46.0

119

<10<10

Physical Tests

Aggregate Organics

Volatile Organic Compounds

(No parameter exceedances)

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

3PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Physical Tests - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

pH

Total Suspended Solids

6.00-11.5350

6.0-9.5

15

L2231278-108-FEB-19

BH101

pH units

mg/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

7.51

46.0DLHC

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

4PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Anions and Nutrients - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Fluoride (F)

Total Kjeldahl Nitrogen

Phosphorus, Total

10

100

10

-

-

0.4

L2231278-108-FEB-19

BH101

mg/L

mg/L

mg/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

0.57

7.81

0.104

DLDS

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

5PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Cyanides - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Cyanide, Total 2 0.02

L2231278-108-FEB-19

BH101

mg/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<0.0020

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

6PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Bacteriological Tests - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

E. Coli - 200

L2231278-108-FEB-19

BH101

CFU/100mL

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<10PEHR

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

7PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Total Metals - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Aluminum (Al)-Total

Antimony (Sb)-Total

Arsenic (As)-Total

Cadmium (Cd)-Total

Chromium (Cr)-Total

Cobalt (Co)-Total

Copper (Cu)-Total

Lead (Pb)-Total

Manganese (Mn)-Total

Mercury (Hg)-Total

Molybdenum (Mo)-Total

Nickel (Ni)-Total

Selenium (Se)-Total

Silver (Ag)-Total

Tin (Sn)-Total

Titanium (Ti)-Total

Zinc (Zn)-Total

50

5

1

0.7

4

5

2

1

5

0.01

5

2

1

5

5

5

2

-

-

0.02

0.008

0.08

-

0.04

0.12

0.05

0.0004

-

0.08

0.02

0.12

-

-

0.04

L2231278-108-FEB-19

BH101

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

0.144

0.00029

0.00131

0.000032

0.00195

0.00060

0.0025

0.00061

0.0328

<0.000010

0.00676

0.00105

0.000623

<0.000050

0.00059

0.00177

<0.0030

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

8PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Speciated Metals - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Chromium, Hexavalent 2 0.04

L2231278-108-FEB-19

BH101

mg/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<0.00050

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

9PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Aggregate Organics - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

BOD

Oil and Grease, Total

Animal/Veg Oil & Grease

Mineral Oil and Grease

Phenols (4AAP)

300

-

150

15

1.0

15

-

-

-

0.008

L2231278-108-FEB-19

BH101

mg/L

mg/L

mg/L

mg/L

mg/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

119

<2.0

<2.0

<1.0

0.0058

HTD

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

10PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Volatile Organic Compounds - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Benzene

Chloroform

1,2-Dichlorobenzene

1,4-Dichlorobenzene

cis-1,2-Dichloroethylene

Dichloromethane

trans-1,3-Dichloropropene

Ethylbenzene

1,1,2,2-Tetrachloroethane

Tetrachloroethylene

Toluene

Trichloroethylene

o-Xylene

m+p-Xylenes

Xylenes (Total)

Surrogate: 4-Bromofluorobenzene

Surrogate: 1,4-Difluorobenzene

10

40

50

80

4000

2000

140

160

1400

1000

16

400

-

-

1400

-

-

2

2

5.6

6.8

5.6

5.2

-

2

17

4.4

2

7.6

-

-

4.4

-

-

L2231278-108-FEB-19

BH101

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

%

%

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<0.50

1.8

<10

<10

<0.50

<2.0

<0.50

<0.50

<0.50

<0.50

<0.50

<0.50

<0.50

<1.0

<1.1

102.9

103.6

DLI

DLI

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

11PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Polycyclic Aromatic Hydrocarbons - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Acenaphthene

Anthracene

Benzo(a)anthracene

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(e)pyrene

Benzo(ghi)perylene

Benzo(k)fluoranthene

Chrysene

Dibenz(a,h)acridine

Dibenz(a,j)acridine

Dibenzo(a,h)anthracene

Dibenzo(a,i)pyrene

7H-Dibenzo(c,g)carbazole

1,3-Dinitropyrene

1,6-Dinitropyrene

1,8-Dinitropyrene

Fluoranthene

Fluorene

Indeno(1,2,3-cd)pyrene

Naphthalene

Perylene

Phenanthrene

Pyrene

Surrogate: 2-Fluorobiphenyl

Surrogate: d14-Terphenyl

Surrogate: p-Terphenyl d14

Total PAHs

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

5

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

2

L2231278-108-FEB-19

BH101

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

%

%

%

ug/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

0.048

<0.010

<0.010

<0.010

<0.010

<0.050

<0.010

<0.010

<0.010

<0.050

<0.050

<0.010

<0.050

<0.050

<1.0

<1.0

<1.0

0.012

<0.020

<0.010

<0.020

<0.010

0.016

<0.010

77.2

58.0

60.2

<1.7

AI

DLM

DLM

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

12PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Phthalate Esters - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Bis(2-ethylhexyl)phthalate

Surrogate: 2-fluorobiphenyl

Surrogate: p-Terphenyl d14

12

-

-

8.8

-

-

L2231278-108-FEB-19

BH101

ug/L

%

%

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<2.0

80.5

56.4

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

13PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Semi-Volatile Organics - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

3,3’-Dichlorobenzidine

Di-n-butylphthalate

Surrogate: 2-Fluorobiphenyl

Surrogate: p-Terphenyl d14

2

80

-

-

0.8

15

-

-

L2231278-108-FEB-19

BH101

ug/L

ug/L

%

%

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<0.40

<1.0

80.5

56.4

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

14PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Phenolics - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Pentachlorophenol

Surrogate: 2,4,6-Tribromophenol

5

-

2

-

L2231278-108-FEB-19

BH101

ug/L

%

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<0.50

124.7

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

15PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Polychlorinated Biphenyls - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Aroclor 1242

Aroclor 1248

Aroclor 1254

Aroclor 1260

Total PCBs

Surrogate: 2-Fluorobiphenyl

-

-

-

-

1

-

-

-

-

-

0.4

-

L2231278-108-FEB-19

BH101

ug/L

ug/L

ug/L

ug/L

ug/L

%

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<0.020

<0.020

<0.020

<0.020

<0.040

77.9

25-FEB-19 13:41 (MT)ANALYTICAL REPORT

L2231278 CONT’D....

16PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers noted.

Job Reference: 528820

Organic Parameters - WATER

Guide Limit #1: Ontario Toronto Sanitary Discharge Sewer By-LawGuide Limit #2: Ontario Toronto Storm Sewer By-Law

Nonylphenol

Nonylphenol Diethoxylates

Total Nonylphenol Ethoxylates

Nonylphenol Monoethoxylates

20

-

200

-

1

-

10

-

L2231278-108-FEB-19

BH101

ug/L

ug/L

ug/L

ug/L

Lab IDSample Date

Sample ID

Guide LimitsUnit #1 #2Analyte

Analytical result for this parameter exceeds Guide Limits listed. See Summary of Guideline Exceedances.Detection Limit for result exceeds Guideline Limit. Assessment against Guideline Limit cannot be made.

<1.0

<0.10

<2.0

<2.0

Reference Information

DLDS

DLI

HTD

AI

PEHR

DLM

DLHC

Detection Limit Raised: Dilution required due to high Dissolved Solids / Electrical Conductivity.

Detection Limit Raised: Dilution required to address Internal Standard response problems caused by matrix interference.

Hold time exceeded for re-analysis or dilution, but initial testing was conducted within hold time.

Analytical interferences may be present. Result may be biased high.

Parameter Exceeded Recommended Holding Time On Receipt: Proceed With Analysis As Requested.

Detection Limit Adjusted due to sample matrix effects (e.g. chemical interference, colour, turbidity).

Detection Limit Raised: Dilution required due to high concentration of test analyte(s).

Qualifiers for Individual Parameters Listed:

Description Qualifier

25-FEB-19 13:41 (MT)

L2231278 CONT’D....

17PAGE of

625-33DCBENZIDINE-WT

625-BIS-2-PHTH-WT

625-DNB-PHTH-WT

625-PAH-LOW-WT

625-PCP-WT

BOD-WT

CN-TOT-WT

CR-CR6-IC-WT

EC-WW-MF-WT

3,3-Dichlorobenzidine

Bis(2-ethylhexyl)phthalate

Di-n-Butyl Phthalate

EPA 8270 PAH (Low Level)

Pentachlorophenol

BOD

Cyanide, Total

Chromium +6

E. Coli

Methods Listed (if applicable):ALS Test Code Test Description

Water

Water

Water

Water

Water

Water

Water

Water

Water

SW846 8270

SW846 8270

SW846 8270

SW846 8270

SW846 8270

APHA 5210 B

ISO 14403-2

EPA 7199

SM 9222D

Method Reference** Matrix

Aqueous samples are extracted and extracts are analyzed on GC/MSD.

Aqueous samples are extracted and extracts are analyzed on GC/MSD.

Aqueous samples are extracted and extracts are analyzed on GC/MSD.

Aqueous samples are extracted and extracts are analyzed on GC/MSD. Depending on the analytical GC/MS column used benzo(j)fluoranthene may chromatographically co-elute with benzo(b)fluoranthene or benzo(k)fluoranthene.

This analysis is carried out using procedures adapted from APHA Method 5210B - "Biochemical Oxygen Demand (BOD)". All forms of biochemical oxygen demand (BOD) are determined by diluting and incubating a sample for a specified time period, and measuring the oxygen depletion using a dissolved oxygen meter. Dissolved BOD (SOLUBLE) is determined by filtering the sample through a glass fibre filter prior to dilution. Carbonaceous BOD (CBOD) is determined by adding a nitrification inhibitor to the diluted sample prior to incubation.

Total cyanide is determined by the combination of UV digestion and distillation. Cyanide is converted to cyanogen chloride by reacting with chloramine-T, the cyanogen chloride then reacts with a combination of barbituric acid and isonicotinic acid to form a highly colored complex.

When using this method, high levels of thiocyanate in samples can cause false positives at ~1-2% of the thiocyanate concentration. For samples with detectable cyanide analyzed by this method, ALS recommends analysis for thiocyanate to check for this potential interference

This analysis is carried out using procedures adapted from "Test Methods for Evaluating Solid Waste" SW-846, Method 7199, published by the United States Environmental Protection Agency (EPA). The procedure involves analysis for chromium (VI) by ion chromatography using diphenylcarbazide in a sulphuric acid solution. Chromium (III) is calculated as the difference between the total chromium and the chromium (VI) results.

Analysis conducted in accordance with the Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (July 1, 2011).

Job Reference: 528820

Reference Information25-FEB-19 13:41 (MT)

L2231278 CONT’D....

18PAGE of

F-IC-N-WT

HG-T-CVAA-WT

MET-T-CCMS-WT

NP,NPE-LCMS-WT

OGG-SPEC-CALC-WT

OGG-SPEC-WT

P-T-COL-WT

PAH-EXTRA-WT

PAH-SUM-CALC-WT

PCB-WT

PH-WT

Fluoride in Water by IC

Total Mercury in Water by CVAAS

Total Metals in Water by CRC ICPMS

Nonylphenols and Ethoxylates by LC/MS-MS

Speciated Oil and Grease A/V Calc

Speciated Oil and Grease-Gravimetric

Total P in Water by Colour

Sanitary Sewer Use By-Law Additional PAH

TOTAL PAH’s

Polychlorinated Biphenyls

pH

Methods Listed (if applicable):ALS Test Code Test Description

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

EPA 300.1 (mod)

EPA 1631E (mod)

EPA 200.2/6020A (mod)

J. Chrom A849 (1999) p.467-482

CALCULATION

APHA 5520 B

APHA 4500-P PHOSPHORUS

SW846 8270

CALCULATION

EPA 8082

APHA 4500 H-Electrode

Method Reference** Matrix

A 100 mL volume of sample is filtered through a membrane, the membrane is placed on mFC-BCIG agar and incubated at 44.5 –0 .2 °C for 24 – 2 h. Method ID: WT-TM-1200

Inorganic anions are analyzed by Ion Chromatography with conductivity and/or UV detection.

Water samples undergo a cold-oxidation using bromine monochloride prior to reduction with stannous chloride, and analyzed by CVAAS.

Water samples are digested with nitric and hydrochloric acids, and analyzed by CRC ICPMS.

Method Limitation (re: Sulfur): Sulfide and volatile sulfur species may not be recovered by this method.

Analysis conducted in accordance with the Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (July 1, 2011).

Water samples are filtered and analyzed on LCMS/MS by direct injection.

Sample is extracted with hexane, sample speciation into mineral and animal/vegetable fractions is achieved via silica gel separation and is then determined gravimetrically.

The procedure involves an extraction of the entire water sample with hexane. Sample speciation into mineral and animal/vegetable fractions is achieved via silica gel separation and is then determined gravimetrically.

This analysis is carried out using procedures adapted from APHA Method 4500-P "Phosphorus". Total Phosphorus is deteremined colourimetrically after persulphate digestion of the sample.

Total PAH represents the sum of all PAH analytes reported for a given sample. Note that regulatory agencies and criteria differ in their definitions of Total PAH in terms of the individual PAH analytes to be included.

PCBs are extracted from an aqueous sample at neutral pH with aliquots of dichloromethane using a modified separatory funnel technique. The extracts are analyzed by GC/MSD.

Water samples are analyzed directly by a calibrated pH meter.

Analysis conducted in accordance with the Protocol for Analytical Methods Used in the Assessment of Properties under Part XV.1 of the Environmental Protection Act (July 1, 2011). Holdtime for

Job Reference: 528820

Reference Information25-FEB-19 13:41 (MT)

L2231278 CONT’D....

19PAGE of

PHENOLS-4AAP-WT

SOLIDS-TSS-WT

TKN-WT

VOC-ROU-HS-WT

XYLENES-SUM-CALC-WT

Phenol (4AAP)

Suspended solids

Total Kjeldahl Nitrogen

Volatile Organic Compounds

Sum of Xylene Isomer Concentrations

Methods Listed (if applicable):ALS Test Code Test Description

Water

Water

Water

Water

Water

EPA 9066

APHA 2540 D-Gravimetric

APHA 4500-Norg D

SW846 8260

CALCULATION

Method Reference**

**ALS test methods may incorporate modifications from specified reference methods to improve performance.

Matrix

samples under this regulation is 28 days

An automated method is used to distill the sample. The distillate is then buffered to pH 9.4 which reacts with 4AAP and potassium ferricyanide to form a red complex which is measured colorimetrically.

A well-mixed sample is filtered through a weighed standard glass fibre filter and the residue retained is dried in an oven at 104–1°C for a minimum of four hours or until a constant weight is achieved.

This analysis is carried out using procedures adapted from APHA Method 4500-Norg "Nitrogen (Organic)". Total Kjeldahl Nitrogen is determined by sample digestion at 380 Celsius with analysis usingan automated colorimetric method.

Aqueous samples are analyzed by headspace-GC/MS.

Total xylenes represents the sum of o-xylene and m&p-xylene.

Laboratory Definition Code Laboratory Location

WT ALS ENVIRONMENTAL - WATERLOO, ONTARIO, CANADA

The last two letters of the above test code(s) indicate the laboratory that performed analytical analysis for that test. Refer to the list below:

Chain of Custody Numbers:

17-641933

Job Reference: 528820

Reference Information

GLOSSARY OF REPORT TERMS

Surrogates are compounds that are similar in behaviour to target analyte(s), but that do not normally occur in environmental samples. For applicable tests, surrogates are added to samples prior to analysis as a check on recovery. In reports that display the D.L. column, laboratory objectives for surrogates are listed there.mg/kg - milligrams per kilogram based on dry weight of samplemg/kg wwt - milligrams per kilogram based on wet weight of samplemg/kg lwt - milligrams per kilogram based on lipid-adjusted weight mg/L - unit of concentration based on volume, parts per million.< - Less than.D.L. - The reporting limit.N/A - Result not available. Refer to qualifier code and definition for explanation.

Test results reported relate only to the samples as received by the laboratory.UNLESS OTHERWISE STATED, ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.Analytical results in unsigned test reports with the DRAFT watermark are subject to change, pending final QC review.

Application of guidelines is provided "as is" without warranty of any kind, either expressed or implied, including, but not limited to, fitness for a particular purpose, or non-infringement. ALS assumes no responsibility for errors or omissions in the information. Guideline limits are not adjusted for the hardness, pH or temperature of the sample (the most conservative values are used). Measurement uncertainty is not applied to test results prior to comparison with specified criteria values.

25-FEB-19 13:41 (MT)

L2231278 CONT’D....

20PAGE ofJob Reference: 5288

20

Quality Control ReportPage 1 of

Client:

Contact:

MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

625-33DCBENZIDINE-WT

625-BIS-2-PHTH-WT

625-DNB-PHTH-WT

625-PAH-LOW-WT

Water

Water

Water

Water

R4503667

R4503667

R4503667

R4504439

Batch

Batch

Batch

Batch

LCS

MB

LCS

MB

LCS

MB

LCS

WG2986741-2

WG2986741-1

WG2986741-2

WG2986741-1

WG2986741-2

WG2986741-1

WG2986741-2

3,3’-Dichlorobenzidine

3,3’-Dichlorobenzidine

Surrogate: p-Terphenyl d14

Bis(2-ethylhexyl)phthalate

Bis(2-ethylhexyl)phthalate

Surrogate: 2-fluorobiphenyl

Surrogate: p-Terphenyl d14

Di-n-butylphthalate

Di-n-butylphthalate

Surrogate: 2-Fluorobiphenyl

Surrogate: p-Terphenyl d14

Acenaphthene

Anthracene

Benzo(a)anthracene

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(ghi)perylene

Benzo(k)fluoranthene

72.1

<0.40

141.2

121.1

<2.0

95.9

141.2

112.5

<1.0

95.9

141.2

98.9

95.9

102.6

96.9

103.0

101.6

98.6

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

50-140

50-140

50-150

50-140

50-140

50-140

60-130

50-140

50-140

50-140

%

ug/L

%

%

ug/L

%

%

%

ug/L

%

%

%

%

%

%

%

%

%

RRQC

RRQC

RRQC

COMMENTS: RRQC: Surrogate recovery in Method Blank was outside ALS DQO. Moderately high-biased results in the MB do not significantly affect its purpose.

COMMENTS: RRQC: Surrogate recovery in Method Blank was outside ALS DQO. Moderately high-biased results in the MB do not significantly affect its purpose.

COMMENTS: RRQC: Surrogate recovery in Method Blank was outside ALS DQO. Moderately high-biased results in the MB do not significantly affect its purpose.

0.4

40-130

2

40-130

40-130

1

40-130

40-130

13

Quality Control ReportPage 2 of

Client:

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

625-PAH-LOW-WT

625-PCP-WT

Water

Water

R4504439

R4503667

Batch

Batch

LCS

MB

LCS

MB

WG2986741-2

WG2986741-1

WG2986741-2

WG2986741-1

Chrysene

Dibenzo(a,h)anthracene

Fluoranthene

Fluorene

Indeno(1,2,3-cd)pyrene

Naphthalene

Perylene

Phenanthrene

Pyrene

Acenaphthene

Anthracene

Benzo(a)anthracene

Benzo(a)pyrene

Benzo(b)fluoranthene

Benzo(ghi)perylene

Benzo(k)fluoranthene

Chrysene

Dibenzo(a,h)anthracene

Fluoranthene

Fluorene

Indeno(1,2,3-cd)pyrene

Naphthalene

Perylene

Phenanthrene

Pyrene

Surrogate: 2-Fluorobiphenyl

Surrogate: p-Terphenyl d14

Pentachlorophenol

Pentachlorophenol

99.1

96.2

103.7

104.0

98.7

95.5

83.5

96.9

100.6

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

<0.010

91.4

105.7

125.6

<0.50

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

12-FEB-19

12-FEB-19

50-140

50-140

50-140

50-140

50-140

50-130

50-140

50-140

50-140

50-140

%

%

%

%

%

%

%

%

%

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

%

%

%

ug/L

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

0.01

40-130

40-130

0.5

13

Quality Control ReportPage 3 of

Client:

Contact:

MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

625-PCP-WT

BOD-WT

CN-TOT-WT

CR-CR6-IC-WT

EC-WW-MF-WT

Water

Water

Water

Water

Water

R4503667

R4525112

R4504747

R4501787

R4503769

Batch

Batch

Batch

Batch

Batch

MB

DUP

LCS

MB

DUP

LCS

MB

MS

DUP

LCS

MB

MS

DUP

DUP

WG2986741-1

WG2991345-2

WG2991345-3

WG2991345-1

WG2987270-3

WG2987270-2

WG2987270-1

WG2987270-4

WG2987272-4

WG2987272-2

WG2987272-1

WG2987272-5

WG2987215-3

WG2987215-4

L2233393-2

L2230946-1

L2230946-1

WG2987272-3

WG2987272-3

L2231065-1

L2231064-2

Surrogate: 2,4,6-Tribromophenol

BOD

BOD

BOD

Cyanide, Total

Cyanide, Total

Cyanide, Total

Cyanide, Total

Chromium, Hexavalent

Chromium, Hexavalent

Chromium, Hexavalent

Chromium, Hexavalent

E. Coli

E. Coli

90.2

4.2

102.5

<2.0

<0.0020

83.2

<0.0020

79.1

0.00342

95.1

<0.00050

92.2

4

21

12-FEB-19

24-FEB-19

24-FEB-19

24-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

13-FEB-19

13-FEB-19

0.9

N/A

1.9

40

25

4

20

20

65

65

85-115

80-120

70-130

80-120

70-130

%

mg/L

%

mg/L

mg/L

%

mg/L

%

mg/L

%

mg/L

%

CFU/100mL

CFU/100mL

5.1

<0.0020

0.00349

6

27

40-150

2

0.002

0.0005

J

RPD-NA

13

Quality Control ReportPage 4 of

Client:

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

EC-WW-MF-WT

F-IC-N-WT

HG-T-CVAA-WT

MET-T-CCMS-WT

Water

Water

Water

Water

R4503769

R4507213

R4502029

R4501879

Batch

Batch

Batch

Batch

MB

DUP

LCS

MB

MS

DUP

LCS

MB

MS

DUP

WG2987215-1

WG2988055-9

WG2988055-7

WG2988055-6

WG2988055-10

WG2987206-3

WG2987206-2

WG2987206-1

WG2987206-4

WG2987028-4

WG2988055-8

WG2988055-8

L2231095-1

L2231278-1

WG2987028-3

E. Coli

Fluoride (F)

Fluoride (F)

Fluoride (F)

Fluoride (F)

Mercury (Hg)-Total

Mercury (Hg)-Total

Mercury (Hg)-Total

Mercury (Hg)-Total

Aluminum (Al)-Total

Antimony (Sb)-Total

Arsenic (As)-Total

Cadmium (Cd)-Total

Chromium (Cr)-Total

Cobalt (Co)-Total

Copper (Cu)-Total

Lead (Pb)-Total

Manganese (Mn)-Total

Molybdenum (Mo)-Total

0

0.154

103.7

<0.020

102.3

<0.000010

98.3

<0.000010

96.0

0.158

<0.0010

0.0014

0.000125

<0.0050

<0.0010

<0.010

0.0142

0.687

<0.00050

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

0.3

N/A

0.3

N/A

4.7

3.0

N/A

N/A

N/A

1.1

0.5

N/A

20

20

20

20

20

20

20

20

20

20

20

20

90-110

75-125

80-120

70-130

CFU/100mL

mg/L

%

mg/L

%

mg/L

%

mg/L

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

0.153

<0.000010

0.158

<0.0010

0.0013

0.000129

<0.0050

<0.0010

<0.010

0.0144

0.690

<0.00050

1

0.02

0.00001

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

13

Quality Control ReportPage 5 of

Client:

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

MET-T-CCMS-WT Water

R4501879BatchDUP

LCS

MB

WG2987028-4

WG2987028-2

WG2987028-1

WG2987028-3Nickel (Ni)-Total

Selenium (Se)-Total

Silver (Ag)-Total

Tin (Sn)-Total

Titanium (Ti)-Total

Zinc (Zn)-Total

Aluminum (Al)-Total

Antimony (Sb)-Total

Arsenic (As)-Total

Cadmium (Cd)-Total

Chromium (Cr)-Total

Cobalt (Co)-Total

Copper (Cu)-Total

Lead (Pb)-Total

Manganese (Mn)-Total

Molybdenum (Mo)-Total

Nickel (Ni)-Total

Selenium (Se)-Total

Silver (Ag)-Total

Tin (Sn)-Total

Titanium (Ti)-Total

Zinc (Zn)-Total

Aluminum (Al)-Total

Antimony (Sb)-Total

Arsenic (As)-Total

Cadmium (Cd)-Total

Chromium (Cr)-Total

Cobalt (Co)-Total

Copper (Cu)-Total

Lead (Pb)-Total

Manganese (Mn)-Total

Molybdenum (Mo)-Total

<0.0050

<0.00050

<0.00050

0.0065

<0.0030

0.046

106.0

100.9

101.9

102.9

103.7

102.0

102.8

104.0

102.6

102.8

100.6

102.8

102.0

99.1

98.2

103.8

<0.0050

<0.00010

<0.00010

<0.0000050

<0.00050

<0.00010

<0.0010

<0.000050

<0.00050

<0.000050

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

N/A

N/A

N/A

0.1

N/A

18

20

20

20

20

20

20

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

80-120

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

<0.0050

<0.00050

<0.00050

0.0065

<0.0030

0.038

0.005

0.0001

0.0001

0.000005

0.0005

0.0001

0.001

0.00005

0.0005

0.00005

RPD-NA

RPD-NA

RPD-NA

RPD-NA

13

Quality Control ReportPage 6 of

Client:

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

MET-T-CCMS-WT

NP,NPE-LCMS-WT

Water

Water

R4501879

R4507969

Batch

Batch

MB

MS

DUP

LCS

MB

WG2987028-1

WG2987028-5

WG2988643-3

WG2988643-2

WG2988643-1

WG2987028-6

L2231257-1

Nickel (Ni)-Total

Selenium (Se)-Total

Silver (Ag)-Total

Tin (Sn)-Total

Titanium (Ti)-Total

Zinc (Zn)-Total

Aluminum (Al)-Total

Antimony (Sb)-Total

Arsenic (As)-Total

Cadmium (Cd)-Total

Chromium (Cr)-Total

Cobalt (Co)-Total

Copper (Cu)-Total

Lead (Pb)-Total

Manganese (Mn)-Total

Molybdenum (Mo)-Total

Nickel (Ni)-Total

Selenium (Se)-Total

Silver (Ag)-Total

Tin (Sn)-Total

Titanium (Ti)-Total

Zinc (Zn)-Total

Nonylphenol

Nonylphenol Monoethoxylates

Nonylphenol Diethoxylates

Nonylphenol

Nonylphenol Monoethoxylates

Nonylphenol Diethoxylates

<0.00050

<0.000050

<0.000050

<0.00010

<0.00030

<0.0030

N/A

100.6

100.3

99.5

98.6

95.0

91.8

N/A

N/A

102.2

95.7

95.4

98.3

91.4

78.2

N/A

<1.0

<2.0

<0.10

80.4

93.5

97.4

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

N/A

N/A

N/A

30

30

30

-

70-130

70-130

70-130

70-130

70-130

70-130

-

-

70-130

70-130

70-130

70-130

70-130

70-130

-

75-125

75-125

75-125

mg/L

mg/L

mg/L

mg/L

mg/L

mg/L

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

%

ug/L

ug/L

ug/L

%

%

%

MS-B

MS-B

MS-B

MS-B

<1.0

<2.0

<0.10

0.0005

0.00005

0.00005

0.0001

0.0003

0.003

RPD-NA

RPD-NA

RPD-NA

13

Quality Control ReportPage 7 of

Client:

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

NP,NPE-LCMS-WT

OGG-SPEC-WT

P-T-COL-WT

PAH-EXTRA-WT

Water

Water

Water

Water

R4507969

R4506611

R4506021

R4503578

Batch

Batch

Batch

Batch

MB

MS

LCS

MB

DUP

LCS

MB

MS

LCS

WG2988643-1

WG2988643-4

WG2988178-2

WG2988178-1

WG2988476-3

WG2988476-2

WG2988476-1

WG2988476-4

WG2986741-2

L2231257-1

L2230675-5

L2230675-5

Nonylphenol

Nonylphenol Monoethoxylates

Nonylphenol Diethoxylates

Nonylphenol

Nonylphenol Monoethoxylates

Nonylphenol Diethoxylates

Oil and Grease, Total

Mineral Oil and Grease

Oil and Grease, Total

Mineral Oil and Grease

Phosphorus, Total

Phosphorus, Total

Phosphorus, Total

Phosphorus, Total

Benzo(e)pyrene

1,3-Dinitropyrene

1,6-Dinitropyrene

Dibenz(a,h)acridine

1,8-Dinitropyrene

Dibenz(a,j)acridine

7H-Dibenzo(c,g)carbazole

<1.0

<2.0

<0.10

93.2

131.9

90.1

97.5

83.9

<2.0

<1.0

0.0391

98.4

<0.0030

102.8

96.9

98.6

82.2

108.8

86.7

82.2

95.0

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

7.4 20

50-150

50-150

50-150

70-130

70-130

80-120

70-130

60-130

60-130

60-130

60-130

60-130

60-130

60-130

ug/L

ug/L

ug/L

%

%

%

%

%

mg/L

mg/L

mg/L

%

mg/L

%

%

%

%

%

%

%

%

0.0422

1

2

0.1

2

1

0.003

13

Quality Control ReportPage 8 of

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

PAH-EXTRA-WT

PCB-WT

PH-WT

PHENOLS-4AAP-WT

Water

Water

Water

Water

R4503578

R4504429

R4502575

R4504527

Batch

Batch

Batch

Batch

LCS

MB

LCS

MB

DUP

LCS

DUP

LCS

WG2986741-2

WG2986741-1

WG2987501-2

WG2987501-1

WG2987125-4

WG2987125-2

WG2987423-3

WG2987423-2

WG2987125-3

L2229682-1

Dibenzo(a,i)pyrene

Benzo(e)pyrene

1,3-Dinitropyrene

1,6-Dinitropyrene

Dibenz(a,h)acridine

1,8-Dinitropyrene

Dibenz(a,j)acridine

7H-Dibenzo(c,g)carbazole

Dibenzo(a,i)pyrene

Surrogate: d14-Terphenyl

Aroclor 1242

Aroclor 1248

Aroclor 1254

Aroclor 1260

Aroclor 1242

Aroclor 1248

Aroclor 1254

Aroclor 1260

Surrogate: 2-Fluorobiphenyl

pH

pH

Phenols (4AAP)

115.9

<0.050

<1.0

<1.0

<0.050

<1.0

<0.050

<0.050

<0.050

102.5

92.2

119.4

101.6

113.8

<0.020

<0.020

<0.020

<0.020

57.7

7.63

6.95

<0.0010

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

13-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

0.02

N/A

0.2

20

60-130

65-130

65-130

65-130

65-130

6.9-7.1

%

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

%

%

%

%

%

ug/L

ug/L

ug/L

ug/L

%

pH units

pH units

mg/L

7.65

<0.0010

0.05

1

1

0.05

1

0.05

0.05

0.05

40-130

0.02

0.02

0.02

0.02

50-150

J

RPD-NA

13

Quality Control ReportPage 9 of

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MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

PHENOLS-4AAP-WT

SOLIDS-TSS-WT

TKN-WT

VOC-ROU-HS-WT

Water

Water

Water

Water

R4504527

R4506171

R4507509

R4501347

Batch

Batch

Batch

Batch

LCS

MB

MS

DUP

LCS

MB

DUP

LCS

MB

MS

DUP

WG2987423-2

WG2987423-1

WG2987423-4

WG2987841-3

WG2987841-2

WG2987841-1

WG2988480-3

WG2988480-2

WG2988480-1

WG2988480-4

WG2976726-4

L2229682-1

L2230851-6

L2231483-1

L2231483-1

WG2976726-3

Phenols (4AAP)

Phenols (4AAP)

Phenols (4AAP)

Total Suspended Solids

Total Suspended Solids

Total Suspended Solids

Total Kjeldahl Nitrogen

Total Kjeldahl Nitrogen

Total Kjeldahl Nitrogen

Total Kjeldahl Nitrogen

1,1,2,2-Tetrachloroethane

Benzene

Chloroform

cis-1,2-Dichloroethylene

Dichloromethane

Ethylbenzene

m+p-Xylenes

o-Xylene

Tetrachloroethylene

95.0

<0.0010

90.6

2240

100.2

<2.0

0.51

106.3

<0.15

101.7

<0.50

<0.50

<1.0

<0.50

<2.0

<0.50

<1.0

<0.50

<0.50

12-FEB-19

12-FEB-19

12-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

14-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

2.9

10

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

20

20

30

30

30

30

30

30

30

30

30

85-115

75-125

85-115

75-125

70-130

%

mg/L

%

mg/L

%

mg/L

mg/L

%

mg/L

%

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

2180

0.46

<0.50

<0.50

<1.0

<0.50

<2.0

<0.50

<1.0

<0.50

<0.50

0.001

2

0.15

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

RPD-NA

13

Quality Control ReportPage 10 of

Client:

Contact:

MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

VOC-ROU-HS-WT Water

R4501347BatchDUP

LCS

MB

MS

WG2976726-4

WG2976726-1

WG2976726-2

WG2976726-5

WG2976726-3

WG2976726-3

Toluene

trans-1,3-Dichloropropene

Trichloroethylene

1,1,2,2-Tetrachloroethane

Benzene

Chloroform

cis-1,2-Dichloroethylene

Dichloromethane

Ethylbenzene

m+p-Xylenes

o-Xylene

Tetrachloroethylene

Toluene

trans-1,3-Dichloropropene

Trichloroethylene

1,1,2,2-Tetrachloroethane

Benzene

Chloroform

cis-1,2-Dichloroethylene

Dichloromethane

Ethylbenzene

m+p-Xylenes

o-Xylene

Tetrachloroethylene

Toluene

trans-1,3-Dichloropropene

Trichloroethylene

Surrogate: 1,4-Difluorobenzene

Surrogate: 4-Bromofluorobenzene

1,1,2,2-Tetrachloroethane

Benzene

<0.50

<0.50

<0.50

83.5

95.4

93.7

90.1

89.2

102.6

103.4

99.7

110.5

92.9

98.2

97.9

<0.50

<0.50

<1.0

<0.50

<2.0

<0.50

<1.0

<0.50

<0.50

<0.50

<0.50

<0.50

105.1

100.4

87.4

95.5

12-FEB-19

12-FEB-19

12-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

11-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

N/A

N/A

N/A

30

30

30

70-130

70-130

70-130

70-130

70-130

70-130

70-130

70-130

70-130

70-130

70-130

70-130

50-150

50-150

ug/L

ug/L

ug/L

%

%

%

%

%

%

%

%

%

%

%

%

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

ug/L

%

%

%

%

<0.50

<0.50

<0.50

0.5

0.5

1

0.5

2

0.5

1

0.5

0.5

0.5

0.5

0.5

70-130

70-130

RPD-NA

RPD-NA

RPD-NA

13

Quality Control ReportPage 11 of

Client:

Contact:

MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

Report Date: 25-FEB-19Workorder: L2231278

Test Matrix Reference Result Qualifier Units RPD Limit Analyzed

VOC-ROU-HS-WT Water

R4501347

R4502012

Batch

Batch

MS

LCS

MB

WG2976726-5

WG2976727-6

WG2976727-7

WG2976726-3Chloroform

cis-1,2-Dichloroethylene

Dichloromethane

Ethylbenzene

m+p-Xylenes

o-Xylene

Tetrachloroethylene

Toluene

trans-1,3-Dichloropropene

Trichloroethylene

1,2-Dichlorobenzene

1,4-Dichlorobenzene

1,2-Dichlorobenzene

1,4-Dichlorobenzene

94.8

91.7

90.4

98.3

99.4

96.7

105.4

90.2

102.9

97.5

94.1

95.1

<0.50

<0.50

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

12-FEB-19

50-150

50-150

50-150

50-150

50-150

50-150

50-150

50-150

50-150

50-150

70-130

70-130

%

%

%

%

%

%

%

%

%

%

%

%

ug/L

ug/L

0.5

0.5

13

Quality Control Report

Page 12 of

Report Date: 25-FEB-19Workorder: L2231278

Sample Parameter Qualifier Definitions:

Description Qualifier

J

MS-B

RPD-NA

RRQC

Duplicate results and limits are expressed in terms of absolute difference.

Matrix Spike recovery could not be accurately calculated due to high analyte background in sample.

Relative Percent Difference Not Available due to result(s) being less than detection limit.

Refer to report remarks for information regarding this QC result.

Limit ALS Control Limit (Data Quality Objectives)DUP DuplicateRPD Relative Percent DifferenceN/A Not AvailableLCS Laboratory Control SampleSRM Standard Reference MaterialMS Matrix SpikeMSD Matrix Spike DuplicateADE Average Desorption EfficiencyMB Method BlankIRM Internal Reference MaterialCRM Certified Reference MaterialCCV Continuing Calibration VerificationCVS Calibration Verification StandardLCSD Laboratory Control Sample Duplicate

Legend:

Client:

Contact:

MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

13

Quality Control Report

Page 13 of

Report Date: 25-FEB-19Workorder: L2231278

ALS Product Description Sample

ID Sampling Date Date Processed Rec. HT Actual HT

Bacteriological Tests

Aggregate Organics1

1

08-FEB-19 11:00

08-FEB-19 11:00

12-FEB-19 10:05

24-FEB-19 12:00

48

4

95

16

E. Coli

BOD

EHTR

EHTL

Qualifier

Legend & Qualifier Definitions:

The ALS Quality Control Report is provided to ALS clients upon request. ALS includes comprehensive QC checks with every analysis to ensure our high standards of quality are met. Each QC result has a known or expected target value, which is compared against pre-determined data quality objectives to provide confidence in the accuracy of associated test results.

Please note that this report may contain QC results from anonymous Sample Duplicates and Matrix Spikes that do not originate from this Work Order.

Hold Time Exceedances:

Units

hours

days

EHTR-FM: EHTR: EHTL: EHT: Rec. HT:

Exceeded ALS recommended hold time prior to sample receipt. Field Measurement recommended.Exceeded ALS recommended hold time prior to sample receipt.Exceeded ALS recommended hold time prior to analysis. Sample was received less than 24 hours prior to expiry.Exceeded ALS recommended hold time prior to analysis.ALS recommended hold time (see units).

Notes*:Where actual sampling date is not provided to ALS, the date (& time) of receipt is used for calculation purposes.Where actual sampling time is not provided to ALS, the earlier of 12 noon on the sampling date or the time (& date) of receipt isused for calculation purposes. Samples for L2231278 were received on 11-FEB-19 11:45.

ALS recommended hold times may vary by province. They are assigned to meet known provincial and/or federal governmentrequirements. In the absence of regulatory hold times, ALS establishes recommendations based on guidelines published by theUS EPA, APHA Standard Methods, or Environment Canada (where available). For more information, please contact ALS.

Client:

Contact:

MCCLYMONT & RAK ENG. INC111 ZENWAY BLVD. UNIT 4VAUGHAN ON L4H 3H9Jeremy Bobro

13