MG5288 NOVEMBER 2019 GEOHYDROLOGY ASSESSMENT 6 … · 2020-04-02 · Geohydrology Assessment 6...
Transcript of MG5288 NOVEMBER 2019 GEOHYDROLOGY ASSESSMENT 6 … · 2020-04-02 · Geohydrology Assessment 6...
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
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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:
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Ms. Hilary Spriggs 6 Dawes Danforth Inc. 476 Richmond Street West, Suite 200 Toronto, ON M5V 1Y2 E-mail: [email protected]
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.
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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.
Geohydrology Assessment 6 Dawes Road, Toronto, Ontario
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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
Geohydrology Assessment 6 Dawes Road, Toronto, Ontario
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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.
Geohydrology Assessment 6 Dawes Road, Toronto, Ontario
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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
Geohydrology Assessment 6 Dawes Road, Toronto, Ontario
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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
1-06
12:
39:3
2 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
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
19-1
1-06
12:
39:5
6 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 - 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
19-1
1-06
12:
40:1
0 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 - 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
19-1
1-06
12:
40:4
9 PM
1 : 300
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 - 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
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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:
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-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:
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
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:
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
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:
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
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:
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
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
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
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
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
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