June 2011
REPORT ON
Phase I Environmental Site Assessment
John Counter Boulevard and
Gore Road Alignment
Cataraqui Crossing EA
Kingston, Ontario
REPORT
Submitted to:
J.L. Richards and Associates
203 - 863 Princess Street
Kingston, Ontario
K7L 5N4
Report Number:
09-1121-0016 (2500)
Distribution:
2 copies - J.L. Richards and Associates
2 copies - Golder Associates Ltd.
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Executive Summary
It is understood that the City of Kingston (hereafter referred to as “City”) has authorized that Stage 2 of the Third
Crossing Environmental Assessment (EA) Study proceed. The Stage 2 component of the EA Study builds on
the findings of the EA Stage 1 Summary Report that assessed the need for and the feasibility of implementing a
third transportation crossing over the Cataraqui River within the urban limits of the City. The EA Stage 1
Summary Report recommended a bridge crossing at John Counter Boulevard and Gore Road as the preferred
alignment option.
The Executive Summary highlights key points from the report only; for complete information and findings, as well
as the limitations, the reader should examine the complete report.
Golder Associates Ltd. (hereafter referred to as “Golder”) was retained by J.L. Richards and Associates
(hereafter referred to as “JLR”) on behalf of the City of Kingston to conduct a Phase I Environmental Site
Assessment (hereafter referred to as “Phase I ESA”) for the preferred alignment. The John Counter Boulevard,
Gore Road, and areas that lie within 100 metres from the centrelines of the two roads constitute the project site
(hereafter referred to as the “study area”). This report discusses findings from the Phase I ESA. It however
does not constitute a Phase I ESA of properties immediately adjacent to the study area.
The scope of work for the Phase I ESA included a desktop review of historical information including aerial
photographs, fire insurance plans, various Ontario Ministry of Environment (MOE) environmental databases and
available City of Kingston environmental information, as well as a visual site inspection and photographs. No
inspection of building interiors was completed as part of the Phase I ESA.
The Phase I ESA reveals that the automobile collision centre at 917-919 Montreal Street is a potential
environmental concern for the study area. Typical parameters of concern associated with an automobile garage
are volatile organic compounds (“VOC”), polycyclic aromatic hydrocarbon (“PAH”) and petroleum hydrocarbon
(“PHC”).
In addition, during Stage 1 of the EA study, Mr. Paul MacLatchy from the City of Kingston indicated that the fill
material along the western shoreline of the Cataraqui River is also an issue of potential environmental concern.
According to Mr. MacLatchy, the fill material was deposited between the mid 1800’s and mid 1900’s, and is
located between the Canadian National (CN)/Canadian Pacific (CP) railway tracks and the western shoreline of
the Cataraqui River from approximately Place D’Armes in the south to Drennan Street in the north. The land at
the northeast corner of John Counter Boulevard and Montreal Street is located between the former CN and CP
railway tracks and as such, may still contain the fill material in the subsurface.
Excavation activities planned in the above described areas have a higher potential to encounter impacted soil
and groundwater. The management of impacted materials may result in increased construction costs,
community health and safety concerns or project delays. It is recommended that further studies be completed in
the area between 917-919 Montreal Street and the former railway track in terms of borehole drilling and
collection of soil/groundwater samples to evaluate the risks/costs for construction. It should be noted however,
that such studies are not required at this time to complete Stage 2 of the EA. Rather, they should be deferred for
further consideration as part of the detailed design of the bridge.
June 2011
Report No. 09-1121-0016 (2500)
i
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Table of Contents
EXECUTIVE SUMMARY ............................................................................................................................................................ i
1.0
INTRODUCTION AND BACKGROUND ........................................................................................................................... 1
2.0
SCOPE OF WORK AND METHODOLOGY ..................................................................................................................... 2
3.0
STUDY AREA DESCRIPTION ......................................................................................................................................... 3
4.0
3.1
Study Area Setting and Activities ......................................................................................................................... 3
3.2
Regional Geological Setting ................................................................................................................................ 4
RECORDS REVIEW ......................................................................................................................................................... 5
4.1
4.1.1
Aerial Photograph Review.............................................................................................................................. 5
4.1.2
Chain of Title Search...................................................................................................................................... 7
4.1.3
Review of Fire Insurance Plan (“FIP”) Records .............................................................................................. 7
4.1.4
Review of Street Directories ........................................................................................................................... 7
4.2
5.0
Historical Information Review .............................................................................................................................. 5
Regulatory Information Review ............................................................................................................................ 8
4.2.1
Ontario Ministry of Environment Correspondence ......................................................................................... 8
4.2.2
Technical Standards and Safety Authority Correspondence .......................................................................... 9
4.2.3
City of Kingston Correspondence................................................................................................................... 9
4.2.4
Ontario Ministry of Environment Document Review ..................................................................................... 10
SITE VISIT ...................................................................................................................................................................... 11
5.1
General Study Area Observations ..................................................................................................................... 11
5.2
Solid Waste Disposal Practices and/or Areas of Storage/Waste ....................................................................... 11
5.3
Water and Wastewater Discharges ................................................................................................................... 11
5.4
Odour, Noise and Vibration ............................................................................................................................... 11
5.5
Electromagnetic Radiation (“EMF”) .................................................................................................................... 12
5.6
Storage Tanks ................................................................................................................................................... 12
5.6.1
Aboveground Storage Tanks (AST) ............................................................................................................. 12
5.6.2
Underground Storage Tanks (UST) ............................................................................................................. 12
5.7
Storage, Handling and Disposal of Hazardous Materials ................................................................................... 12
5.8
Adjacent Land Use ............................................................................................................................................ 13
6.0
SUMMARY AND RECOMMENDATIONS....................................................................................................................... 14
7.0
LIMITATIONS AND USE OF REPORT .......................................................................................................................... 15
8.0
CLOSURE....................................................................................................................................................................... 16
June 2011
Report No. 09-1121-0016 (2500)
ii
PHASE I ENVIRONMENTAL SITE ASSESSMENT
FIGURES
Figure 1: Key Plan
Figure 2A: Site Plan (West Side of Cataraqui River)
Figure 2B: Site Plan (East Side of Cataraqui River)
APPENDICES
APPENDIX A
Study Area Photographs
APPENDIX B
Regulatory Documentation
APPENDIX C
Qualifications of Environmental Assessors
June 2011
Report No. 09-1121-0016 (2500)
iii
PHASE I ENVIRONMENTAL SITE ASSESSMENT
1.0
INTRODUCTION AND BACKGROUND
The City of Kingston (hereafter referred to as “City”) has authorized that Stage 2 of the Third Crossing
Environmental Assessment (EA) Study proceed. The Stage 2 component of the EA study builds on the findings
of the EA Stage 1 Summary Report that assessed the need for and feasibility of implementing a third
transportation crossing over the Cataraqui River within the urban limits of the City. The EA Stage 1 Summary
Report recommended a bridge crossing at John Counter Boulevard and Gore Road as the preferred alignment
option.
Golder Associates Ltd. (hereafter referred to as “Golder”) was retained by J.L. Richards and Associates
(hereafter referred to as “JLR”) on behalf of the City to conduct a Phase I Environmental Site Assessment
(hereafter referred to as “Phase I ESA”) for the preferred alignment as shown on Figure 1.
The properties that are subject to the Phase I ESA include John Counter Boulevard from Montreal Street to the
Cataraqui River and Gore Road from the Cataraqui River to MacLean Crescent. The two road segments plus
the areas that lie within 100 metres from the centreline of the road segments constitute the project site (hereafter
referred to as the “study area”). The study area is illustrated in Figure 2. However, it does not constitute a
Phase I ESA of properties immediately adjacent to the study area.
This Phase I ESA report is not a compliance audit or review. Any environmental compliance issues noted are
strictly mentioned as they relate to physical conditions present at the time of the site visit. This Phase I ESA did
not include an evaluation of operational or management systems compliance. Furthermore, Golder did not
conduct a health and safety, engineering or structural evaluation of the study area.
No intrusive sampling or analytical testing for materials/substances of potential environmental concern
(i.e., polychlorinated biphenyls, lead, mercury, asbestos-containing materials, mould, etc.) was undertaken as
part of this Phase I ESA. No soil, water, liquid, gas, product or chemical sampling and analytical testing at or in
the vicinity of the study area were conducted as part of this assessment.
June 2011
Report No. 09-1121-0016 (2500)
1
PHASE I ENVIRONMENTAL SITE ASSESSMENT
2.0
SCOPE OF WORK AND METHODOLOGY
The Phase I ESA was completed in general accordance with the November 2001 Canadian Standards
Association document entitled Phase I Environmental Site Assessment, Z768 01 (R2006). The objective of the
Phase I ESA is to document current study area conditions and to identify existing and former
operations/activities in the site (in this case the study area) and its vicinity that could potentially impact on
construction planning and costs in terms of their potential environmental condition as it pertains to contaminants.
The scope of work for this Phase I ESA was described in the Golder correspondence dated June 24, 2010. The
work was completed using available information, which assisted in evaluating whether issues of potential
environmental concern are present. The Phase I ESA consisted of the following components:

A review of historic information, which includes:
 Ecolog Eris Database Report from the Stage 1 EA studies;
 The City of Kingston for environmental information;
 Ontario Ministry of the Environment (MOE);
 Fire Insurance Plans (“FIP’s”) from 1963;
 National Air Photo Library for air photo records from 1930’s to 1990’s; and,
 City of Kingston website for air photo records in 1998, 2004 and 2008.

Requests to the regulatory bodies (City of Kingston, MOE and the Technical Standards and Safety
Authority);

A study area visit;

An evaluation of information obtained; and,

Preparation of this report.
A “designated substance”, as defined in The Occupational Health and Safety Act (hereafter referred to as
“OHSA”) and the Workplace Hazardous Material Information System (hereafter referred to as “WHMIS”)
regulation (1990) is a “biological, chemical or physical agent or combination thereof prescribed as a designated
substance to which the exposure of a worker is prohibited, regulated, restricted, limited, or controlled.” Golder
did not visit the interior of buildings along the study area as part of the scope of work. Therefore, no designated
substances review was performed during the Phase I ESA.
June 2011
Report No. 09-1121-0016 (2500)
2
PHASE I ENVIRONMENTAL SITE ASSESSMENT
3.0
3.1
STUDY AREA DESCRIPTION
Study Area Setting and Activities
The general location of the study area is shown on the Key Plan, Figure 1. Characteristics of the study area,
based on the Golder site visit carried out on July 27, 2010 are as follows:
STUDY AREA CHARACTERISTICS
Use
The study area includes roadways and mixed use land (residential, institutional,
office and commercial).
Address or Location
John Counter Boulevard from Montreal Street to the Cataraqui River
and Gore Road from the Cataraqui River to MacLean Crescent in
Kingston, Ontario.
Setting
The study area includes segments of John Counter Boulevard and Gore Road as
defined above, as well as areas within 100 metres of the above two roadways.
Land use in the vicinity of the study area consists of residential, institutional, office
and commercial land uses.
Legal Description
Various
Configuration
John Counter Boulevard is a two-lane east-west roadway.
Gore Road is a two-lane east-west roadway.
Services
The land uses within the study area are fully serviced.
Presence of Fill Material
Other Comments
No piles of fill material were observed within the study area during the study area
visit on July 27, 2010. Previous information has identified fill of unknown origins
deposited between the mid 1800’s and mid 1900’s in the study area (Golder Letter
Report dated October 20, 2009).
None
Exterior Areas
Gravel Areas
None
Landscaped/Grassed
Areas
Wooded areas are present along the east shore of the Cataraqui River and as part
of the Gore Road Library. Landscaped/grassed areas are present as part of the
residential development.
The study area is paved except for:
 areas occupied by buildings;
Paved Areas



the eastern 10 metres of John Counter Boulevard to the Cataraqui River
shoreline;
the wooded/landscaped areas noted above; and,
the River Park subdivision development north of John Counter Boulevard.
Treed Areas
Treed areas are noted above.
Exterior Storage Tanks
One above ground automobile transmission fluid tank found on the east side of the
building at 919 John Counter Boulevard.
The study area is generally flat except for:
Other Exterior
Observations
June 2011
Report No. 09-1121-0016 (2500)


the approximately 50 metres in the eastern end of John Counter Boulevard
which slopes easterly towards the Cataraqui River; and,
the wooded area west of Gore Road which slopes westerly towards the
Cataraqui River.
3
PHASE I ENVIRONMENTAL SITE ASSESSMENT
As mentioned in Section 2.0 inspection of building interiors within the study area was not included as part of this
Phase I ESA scope of work.
3.2
Regional Geological Setting
The following maps/reports were reviewed to determine the general geological and topographical conditions in
the study area:

Bedrock Topography and Overburden Thickness Mapping, Southern Ontario, Ontario Geological Survey,
Miscellaneous Release – Data 207;

Surficial Geology of Southern Ontario; Ontario Geological Survey, Miscellaneous Release – Data 128; and,

Paleozoic Geology of Southern Ontario, Ontario Geological Survey, Miscellaneous Release – Data 219.
Geological information within the study area, based on the above, is as follows:
GEOLOGICAL INFORMATION

Native Subsurface Soils
(expected)


Bedrock-drift complex in Paleozoic terrain throughout the study
area;
Fine-textured glaciolacustrine deposits along Gore Road between
Kingston Road 15 and MacLean Crescent; and,
Fill is expected to be prevalent across the study area (below grade)
west of the Cataraqui River.
Depth to Bedrock (approximately)
0 m in the study area except for the segment of Gore Road between
Barker Drive and MacLean Crescent which is 3 – 5 m.
Type of Bedrock (expected)
Gull River Formation (Limestone and siltstone)
Topography (expected)
The study area is generally flat except for:
 the approximately 50 metres in the eastern end John Counter
Boulevard which slopes easterly towards the Cataraqui River; and,
 the wooded area west of Gore Road which slopes westerly towards
the Cataraqui River.
Regional Groundwater Flow
(inferred)


West portion of study area: towards the Cataraqui River to the east;
and,
East portion of study area: towards the Cataraqui River to the west.
Nearest Open Water Body
Cataraqui River
Prominent Physical Features
None
It should be noted that local groundwater flow may be influenced by underground utilities (i.e., service trenches)
and building structures. For example, the gravel pack used around utilities, such as water lines, can act as
interceptors and redirect groundwater flow along the direction of the pipe. If a more accurate description of
geology, groundwater flow and groundwater quality is required, a subsurface investigation would be necessary.
June 2011
Report No. 09-1121-0016 (2500)
4
PHASE I ENVIRONMENTAL SITE ASSESSMENT
4.0
4.1
RECORDS REVIEW
Historical Information Review
Historical information for the study area was obtained from the following sources:
SUMMARY OF HISTORICAL INFORMATION SOURCES
Aerial Photograph Review
Decade
1930’s to 1990’s
1998, 2004 and 2008
Source
National Air Photo Library (“NAPL”)
City of Kingston website
Scale
varies between 1:5,000 to 1:25,000
~1:2,216 and ~1:4,433
Chain of Title Search
Not included in the scope of work
Review of Fire Insurance Plan Records
Source
National Archives, Ottawa
Year(s)
1963
Review of Street Directories
1948, 1954, 1960, 1968, 1974, 1980, 1987, 1993, and 2000
4.1.1
Aerial Photograph Review
Selected aerial photographs for the study area were obtained from the NAPL in Ottawa, Ontario by Golder
personnel. The review of the aerial photographs was conducted to develop a general history of the development
of the alignments and surrounding properties. Aerial photographs may be at a scale that limits a detailed review
of the study area and its vicinity. Information obtained from the aerial photographs is summarized as follows:
Year
General Observation of Study Area
Aerial
Photograph
A5406-32
1:15,000
1936
West Side of Cataraqui River


Both sides of John Counter
Boulevard corridor were occupied by
farmlands
The segment of Gore Road east
of Kingston Road 15 was not
developed


As per 1936

As per 1948
As per 1936
1948



1955
A14613-26
A14613-5
1:7,000
More farmhouses were noted south
of John Counter Boulevard
The railway track as described
above appeared to be still in use
June 2011
Report No. 09-1121-0016 (2500)

The southwest corner of John
Counter Boulevard and Cataraqui
River was occupied by a farm house
A11687-202
A11687-199
1:9,000

East Side of Cataraqui River
Wooded area and a few farm
houses were noted west of
Kingston Road 15 in the aerial
photograph
A railway track ran north-south and
intersected John Counter Boulevard
between Montreal Street and the
Cataraqui River
5
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Year
1965
VRR2638-408
1:20,000
1973
A23663-201
1:25,000
1987
General Observation of Study Area
Aerial
Photograph
West Side of Cataraqui River



As per 1955
A27241-163
A28143-20
1:5,000

A28143-20
1:5,000
East Side of Cataraqui River

As per 1955
As per 1965

As per 1965

No aerial photograph coverage

Kingston Marina was noted north of
John Counter Boulevard
Residential and commercial
buildings were noted on both sides
of John Counter Boulevard

No aerial photograph coverage

Gore Road was extended west
of Kingston Road 15
Residential houses were noted
on the south side of Gore Road;
the Gore Road Library building
was noted on the north side of
Gore Road
Wooded area northwest of Gore
Road
The Kingston Marina was noted

1994

1998
2004
2008
City of Kingston
air photo
1:2,216(west)
1:4,433(east)

As per 1987 except that the former
rail track appeared to be removed

As per 1994
City of Kingston
air photo
1:2,216

As per 1998

As per 1998, except that a
parking lot was noted
immediately south of the Gore
Road Library
City of Kingston
air photo
1:5,284(west)
1:4,433(east)

As per 2004 except that the
undeveloped treed land north of
John Counter Boulevard appeared
to be cleared for the River Park
subdivision development

As per 2004
The review of aerial photographs of the study area indicates that the John Counter Boulevard corridor was
developed in the 1940’s and the Gore Road corridor was developed in the 1980’s. The aerial photographs
review did not indicate issues of potential environmental concern.
June 2011
Report No. 09-1121-0016 (2500)
6
PHASE I ENVIRONMENTAL SITE ASSESSMENT
4.1.2
Chain of Title Search
A chain of title search was not included in the scope of work.
4.1.3
Review of Fire Insurance Plan (“FIP”) Records
Research was carried out at the National Archives in Ottawa, Ontario to review fire insurance plans or drawings
for the study area. The 1963 fire insurance plans were reviewed; however, the fire insurance plans did not cover
the part of study area east of the Cataraqui River. No underground storage tanks were found on the plans within
the study area west of the Cataraqui River.
4.1.4
Review of Street Directories
Golder conducted a review of relevant and available City Directories available at the National Archives to assess
the occupancy history of the study area. Based on the review of street directories the following was noted:

the property near the intersection of Gore Road and Kingston Road 15 was listed as Hamilton Auto Sales
Distribution in directory year 1974; and,

Superior Collision (917, 919 Montreal Street, at the southeast intersection of Montreal Street and John
Counter Boulevard) was listed in directory years 1980, 1987, 1993 and 2000.
Hamilton Auto Sales was listed for this use for only one year; therefore, the historical occupancy at this property
is not considered an issue of potential environmental concern. The Superior Collision property is located within
close proximity to the John Counter Boulevard roadway and may historically have had an underground storage
tank (UST). Therefore, its presence is considered an issue of potential environmental concern.
Street directory listings are based on voluntary responses from property owners and/or occupants. As such, a
non-response or non-listing for an address does not necessarily indicate that the address was vacant or
unoccupied at that time. Furthermore, municipal numbers are subject to change over time, particularly when
large lots of land are legally severed.
June 2011
Report No. 09-1121-0016 (2500)
7
PHASE I ENVIRONMENTAL SITE ASSESSMENT
4.2
Regulatory Information Review
Regulatory information requests and reviews for the study area included the following sources:
SUMMARY OF REGULATORY INFORMATION
Regulatory Agencies and/or Government Departments Contacted
Ontario Ministry of Environment (“MOE”)
Technical Standards Safety Authority (“TSSA”)
City of Kingston (“City”)
MOE Databases

MOE Database on PCB Storage Sites, 2000*;

Waste Disposal Site Inventory, June 1991;

MOE Database on Brownfields Environmental Site Registry – Records of Site Condition (RSC), October 2004;

Inventory of Coal Gasification Plant Waste Sites in Ontario, April 1987; and,

MOE Database on Registered Waste Generators 2001*.
*Note: The information extracted from the MOE PCB Storage Sites and Waste Generator databases was used
by Golder under license with the Ontario Ministry of Environment, Queens Printer for Ontario
(2000 and 2001).
4.2.1
Ontario Ministry of Environment Correspondence
The Ontario Ministry of Environment (“MOE”) was contacted (refer to copy of correspondence in Appendix B) to
provide an Index Report with respect to active orders and approvals for the study area as detailed below:

Active orders under the Environmental Protection Act (“EPA”), the Ontario Water Resources Act (“OWRA”),
and the Pesticides Act (“PA”); and,

Approvals under Sections 9 and 39 of the EPA as well as Sections 52 and 53 of the OWRA.
A formal response from the MOE was received and reviewed by Golder Associates on September 30, 2010.
According to the response, there were no active orders that are outstanding for the study area, nor were there
any approvals applicable to the study area under Section 39 of the EPA and Section 52 of the OWRA. Approvals
under Section 9 EPA and Section 53 OWRA were noted as following:
An approval under Section 9 EPA (air and noise) was issued for 917 Montreal Street on November 15,
2002; and,
An approval under Section 53 OWRA (sewage disposal system) was issued for 645 John Counter
Boulevard (located northeast of intersection of Montreal Street and John Counter Boulevard) on
September 11, 2008.
Likelihood of impact to soil and groundwater for activities under the above two approvals is considered minimum
to none. The MOE response is included in Appendix B.
June 2011
Report No. 09-1121-0016 (2500)
8
PHASE I ENVIRONMENTAL SITE ASSESSMENT
4.2.2
Technical Standards and Safety Authority Correspondence
The Technical Standards Safety Authority (“TSSA”) was contacted (refer to copy of correspondence in
Appendix B) to determine if any bulk fuel underground storage tanks (“USTs”) were registered for addresses
within the study area west of Cataraqui River where existence of USTs were suspected. In addition, inquiries
were made to determine if there are records of fuel spills, accidents or incidents on or near those addresses.
The TSSA has maintained records since 1987 but it should be noted that there is currently no requirement in
Ontario to register private underground fuel oil storage tanks for heating purposes.
A response was received from the TSSA on July 30, 2010. The response indicated that TSSA has no record in
the database of any fuel storage tanks at the requested addresses.
4.2.3
City of Kingston Correspondence
Golder forwarded a request (refer to copy of correspondence in Appendix B) to the City of Kingston (“City”), for
the following information:

Active orders under the EPA, the OWRA, and the PA;

Approvals;

Reports relating to environmental concerns;

Records of non-compliance or regulatory concerns;

Dumping infractions, spills or discharges to the environment;

Violations of sewer use or environmental by-laws;

Historic information related to landfill or dump sites on or in proximity to the study area; and,

Any other environmental information.
A formal response from the City was received by Golder via email correspondence from Mr. John Bleackley on
August 27, 2010. Based on the review of the City of Kingston response, there are no active orders under the
EPA, the OWRA or the PA within the study area. The response letter showed that the property under 931
Montreal Street was subject to a Phase II ESA indicating petroleum and metals contamination at the location.
The property has since been remediated and a Record of Site Condition has been filed in advance of new
development within the property. The response letter also confirmed that there are no further files for addresses
within the study area with respect to spills, contamination or waste disposal sites.
Supplemental information was provided by Mr. John Bleackley via email correspondence dated September 30,
2010. The email indicated that 917 Montreal Street was operated as “Kingston Used Cars” and received their
business license shortly after the City received a complaint that this business was operating without a license.
The historical activities at this address may be a potential area of environmental concern.
June 2011
Report No. 09-1121-0016 (2500)
9
PHASE I ENVIRONMENTAL SITE ASSESSMENT
4.2.4
Ontario Ministry of Environment Document Review
MOE Database on PCB Storage Sites, 2000
Based on a search of the MOE database of PCB Storage Sites, there are no registered PCB Storage Sites
known to be located within the study area.
Waste Disposal Site Inventory, June 1991
Based on a review of the waste disposal site inventory, there is no active or closed waste disposal site located
within the study area.
Inventory of Coal Gasification Plant Waste Sites in Ontario, April 1987
A review of the (Inventory of Coal Gasification Plant Waste Sites in Ontario) (100 m from the centreline of John
Counter Boulevard and Gore Road) was carried out. The latter classification includes tar distillation plants,
creosoting plants, roofing felt and tarred paper products manufacturers, by-product charcoal and coke oven
plants of the iron and steel industry, industrial manufactured gas plants, and wood distillation plants.
The review indicated that there are no registered former coal gasification plants or industrial sites producing
and/or using coal tar or related tars within the study area.
MOE Database on Registered Waste Generators, 2001
A review of the MOE database on registered waste generators indicates that there is no registered waste
generators located within the study area.
MOE Database on Brownfields Environmental Site Registry – Records of Site Condition October 2004
A search of the brownfields environmental site registry was carried out for the study area to determine whether a
record of site condition (“RSC”) has been filed for the study area. The search indicated that four (4) RSC’s have
been filed for a property located between 931 Montreal Street and 0 Elliott Avenue. It is indicated in the RSC’s
that metals and polycyclic aromatic hydrocarbon (“PAH”) in the soil and groundwater samples, as well as BTEX
in the soil samples, were lower than the applicable standards under Part XV.1 of the Environmental Protection
Act.
June 2011
Report No. 09-1121-0016 (2500)
10
PHASE I ENVIRONMENTAL SITE ASSESSMENT
5.0
SITE VISIT
A site visit was carried out by Golder staff on July 27, 2010. Golder was not accompanied during the site visit.
The visit was documented with photographs and additional notes where warranted. The study area was
examined for visual and olfactory indications of potential environmental concern. The site visit also included a
cursory inspection of adjacent properties from the study area and publicly accessible areas. The approximate
limits of the study area are noted on Figure 2. Refer to the Study Area Characteristics table in Section 2.1 for a
general description of the study area.
5.1
General Study Area Observations
The study area is occupied by roadways, residential, institutional, office and commercial uses, as well as vacant
land and wooded area. The study area is generally flat and is sloping towards the east at the western tip of John
Counter Boulevard and is sloping towards the west at the western end of wooded area off Gore Road. No
obvious issues of potential environmental concern (i.e., stains, sheens, or stressed vegetation) were observed at
the time of the site reconnaissance of the study area.
5.2
Solid Waste Disposal Practices and/or Areas of Storage/Waste
It is outside the scope of this Phase I ESA to comment on whether or not the waste disposal practices meet the
requirements of applicable regulations since the Phase I ESA is not a compliance audit or review. Any
environmental compliance issues noted are strictly mentioned as they relate to physical conditions present at the
time of the visit and do not include operational or management systems compliance.
No issues of potential environmental concern were noted with respect to the non-hazardous waste removal
processes within the study area.
5.3
Water and Wastewater Discharges
It is outside the scope of this Phase I ESA to comment on whether or not the wastewater discharges from the
study area meet the requirements of applicable regulations since the Phase I ESA is not a compliance audit or
review. Any environmental compliance issues noted are strictly mentioned as they relate to physical conditions
present at the time of the site visit and do not include operational or management systems compliance. In
general, it is the responsibility of individual facilities/companies to ensure that sewer discharges meet the
applicable municipal requirements. If non-compliance situations arise, a “compliance program” may result which
is an agreement between the municipality and the facility/company to correct the non-compliant sewer
discharges.
The water supply is from municipal water sources and sanitary/storm discharges from the study area are
directed to municipal sewers. The surface water runoff is collected via catch basins incorporated along public
roadways. No water discharge concerns (stains, sheens) were identified or reported at the time of the site visit.
5.4
Odour, Noise and Vibration
Other than the roadway, no major sources of odour, noise or vibration were noted within the study area.
June 2011
Report No. 09-1121-0016 (2500)
11
PHASE I ENVIRONMENTAL SITE ASSESSMENT
5.5
Electromagnetic Radiation (“EMF”)
Electromagnetic radiation is generally associated with high voltage power lines. No aboveground high voltage
power lines were noted within the study area. The Hydro One power lines observed within the study area are not
high voltage power lines.
5.6
5.6.1
Storage Tanks
Aboveground Storage Tanks (AST)
Based on information obtained during the Phase I ESA site visit, one aboveground storage tank (AST) was
noted within the study area. The AST was located on east side of a building at 917-919 Montreal Street (Photo 6
in Appendix A). As discussed in Section 4.2.3 of this report, 917 Montreal Street was once operated as “Kingston
Used Cars”. The AST contains Dexron® III/MERCON® automatic transmission fluid. The AST appears to be in
damaged condition with no rust or staining noted on its exterior (Photos 7 and 8 in Appendix A). Also, the tank is
not kept free of debris and it appears to be partially buried.
Exterior AST’s may not have been visible on private property from the viewing location along Gore Road. It was
beyond the scope of work to provide a detailed assessment of private property. However, given the age of the
buildings it is inferred that no former fuel oil ASTs have been present along Gore Road. No spill records along
Gore Road were found in the Ecolog Eris Database report.
5.6.2
Underground Storage Tanks (UST)
No petroleum or chemical USTs are suspected to be present within the study area. No evidence (filler/vent
pipes extending through walls or slabs/ground surface, no staining or any obvious odours) was observed during
the site visit to indicate the current presence or former presence of fuel or chemical USTs within the study area.
Also, features of UST’s may not have been visible on private property from the viewing location along the road.
It was beyond the scope of work to provide a detailed assessment of private property. No spill records were
found in the Ecolog Eris Database report for the study area.
5.7
Storage, Handling and Disposal of Hazardous Materials
It is outside the scope of this Phase I ESA to comment on whether or not the storage, handling and disposal of
hazardous materials meets the requirements of applicable regulations since the Phase I ESA is not a
compliance audit or review. Any environmental compliance issues noted are strictly mentioned as they relate to
physical conditions present at the time of the site visit and do not include operational or management systems
compliance.
John Counter Boulevard and Gore Road alignment are roadways and do not handle or store hazardous
materials. No issues of potential environmental concern were noted with respect to the storage, handling and
disposal of hazardous waste within the study area.
June 2011
Report No. 09-1121-0016 (2500)
12
PHASE I ENVIRONMENTAL SITE ASSESSMENT
5.8
Adjacent Land Use
Based on visual observations during the site visit, adjacent property use is for residential, office and commercial
purposes. No industrial complexes are present in the immediate vicinity of the study area.
A summary of adjacent land use is as follows:
Study Area West of Cataraqui River
North

A subdivision development and adjacent vacant land
South

Residential buildings (single houses and high rise apartment buildings)
East

Cataraqui River
West

Mixed residential/commercial area
Study Area East of Cataraqui River
North

Gore Road Library and Wooded area
South

Residential buildings
East

Wooded area
West

Cataraqui River
June 2011
Report No. 09-1121-0016 (2500)
13
PHASE I ENVIRONMENTAL SITE ASSESSMENT
6.0
SUMMARY AND RECOMMENDATIONS
Based on the information obtained during the Phase I ESA, the automobile collision centre at 917-919 Montreal
Street is a potential environmental concern for the study area. Typical parameters of concern associated with an
automobile garage are volatile organic compounds (“VOC”), polycyclic aromatic hydrocarbon (“PAH”) and
petroleum hydrocarbon (“PHC”).
In addition, during Stage 1 of the EA study, Mr. Paul MacLatchy from the City of Kingston indicated that the fill
material along the western shoreline of the Cataraqui River is also an issue of potential environmental concern.
According to Mr. MacLatchy, the fill material was deposited between the mid 1800’s and mid 1900’s, and is
located between the Canadian National (CN)/Canadian Pacific (CP) railway tracks and the western shoreline of
the Cataraqui River from approximately Place D’Armes in the south to Drennan Street in the north. The land at
the northeast corner of John Counter Boulevard and Montreal Street is located between the former CN and CP
railway tracks and as such, may still contain the fill material in the subsurface.
Excavation activities planned in the above described areas have a higher potential to encounter impacted soil
and groundwater. The management of impacted materials may result in increased construction costs,
community health and safety concerns or project delays. It is recommended that further studies be completed in
the area between 917-919 Montreal Street and the former railway track in terms of borehole drilling and
collection of soil/groundwater samples to evaluate the risks/costs for construction. It should be noted however,
that such studies are not required at this time to complete Stage 2 of the EA. Rather, they should be deferred for
further consideration as part of the detailed design of the bridge.
June 2011
Report No. 09-1121-0016 (2500)
14
PHASE I ENVIRONMENTAL SITE ASSESSMENT
7.0
LIMITATIONS AND USE OF REPORT
This report was prepared for the exclusive use of J.L. Richards and Associates, and is intended to provide an
assessment of the current environmental conditions for the preferred John Counter Boulevard and Gore Road
bridge crossing alignment in Kingston, Ontario. Any use which another party makes of this report, or any
reliance on or decisions to be made based on it, are the responsibility of the other parties. Should additional
parties require reliance on this report, written authorization from Golder Associates Ltd. will be required. No
assurance is made regarding the accuracy and completeness of the data obtained from other parties. Golder
Associates Ltd. disclaims responsibility for consequential financial effects on transactions or property values, or
requirements for follow-up actions and costs.
The report is based on data and information collected during the Phase I ESA visit of the study area conducted
by Golder Associates Ltd. It is based solely on conditions of the study area encountered at the time of the site
visit on July 27, 2010, supplemented by a review of historical information and data obtained by Golder
Associates Ltd. as described in this report. No soil, water, liquid, gas, mould, product or chemical sampling and
analytical testing at or in the vicinity of the study area were conducted as part of this assessment.
In evaluating the study area, Golder Associates Ltd. has relied in good faith on information provided by others
noted in this report. We have assumed that the information provided is factual and accurate. We accept no
responsibility for any deficiency, misstatement or inaccuracy contained in this report as a result of omissions,
misinterpretations or fraudulent acts of persons interviewed or contacted.
If new information is discovered during future work, including but not limited to, site assessment, excavations,
borings or other studies, Golder Associates Ltd. should be requested to re-evaluate the conclusions presented in
this report and to provide amendments as required.
June 2011
Report No. 09-1121-0016 (2500)
15
PHASE I ENVIRONMENTAL SITE ASSESSMENT
8.0
CLOSURE
We trust that this report meets your current needs. If you have any questions, or if we may be of further
assistance, please do not hesitate to contact the undersigned.
GOLDER ASSOCIATES LTD.
Tian Gou, B.Eng., E.I.T.
Environmental Consultant
Berend J. Velderman, M.Sc., P.Geo.
Principal
TG/SGS/BJV/am/ca
n:\active\2009\1121 - geotechnical\09-1121-0016 jlr cataraqui river ea\geo-environmental\phase 2050 ea stage 2\phase i esa\rpt001 phase i esa cataraqui crossing final 14june2011.docx
June 2011
Report No. 09-1121-0016 (2500)
16
380000
G ST
KIN
ON
LS
MIL
HIG
HW
AY
15
CRT
ND E
ST
AT
IO
N
AV E
RY LA
DR
MILL
BATTERSEA RD
E
IC
CR T
IUM
AD
LE N
RR
MIL
PE
RD
RD
RD
CR
ES
LANDFILL LANE
D LE
MID
TH
OM
PS
ON
1
A Y 40
HW
HIG
1
A Y 40
HW
HIG
MCADOO S LANE
RD
RY
A
UN
TY
DIS
CO
VE
DR
BE
Y
AB
SE
RO
BARKER DR
OO
DS
KE
NW
L ST
R EA
MON
T
GIVENCHY ST
E
LAN
CL
UB
E
LL
SA
LA
BL
VD
PO
IN
TR
D
AN
E
TH
E
YA
CH
T
ST
MA IN
DR
PR
EC
IS
IO
N
VALOUR DR
ST
KIN
G ST
O N,
ON
- M AR
R
KD
NS
AV E
ER
IC
AM
IE
RE
D
TF
YS VI
LLE
, ON
ST
PO
IN
BAGOT ST
W
EL
LIN
GT
KIN
ON
G
ST
ST
ON
E
TA
RIO
ST
RA DA R
E
E AV
GATE S BLVD
CL
AR
EN
CE
LO
ON
L
BYNG AVE
DR
TELEGRAPH E
ST
LUND YS LANE
SIGN AL AVE
ST
RIDG
DR
KING ST W
ST
T
ES
ST
CO
SIM
ND
LA
IT
ST
MA
ILY
EM
ST
O'KILL ST
CE SS
ST
WE
ARCH ST
BARRIE ST
BR OC
K ST
JO HN
SO N
WILLIAM
ST
ST
WILL
EARL ST
IAM ST
EA RL
CLERGY ST W
ST
AC K
MERCURY CRT
DR
PR IN
BA RR
N ST
VD
BL
COUN TY RD 2
ES
CAEN CR
CANA L DU NORD
DIEP PE AVE
QU EE
DR
DR
ES
RM
HE
ILY
SIC
SOMME AVE
CAMB RAI AVE
ST
NR Y
FO RT HE
ET T ST
AN CE
ST
AN
M
TS
AF
CR
5 ST
ST
OR NE
ES
CR
RO
DR
SO
ES
AS
YP R
4 AVE
3 ST
ANGLIN
BAY
RK
BAY ST
OR DN
CO LB
ST
AVE
3 AVE
NIAGARA PARK DR
ST
RD
JAMES ST
TH
NO R
ST
E ST
RE GE NT
AN RD
D'A RTISAN
YO
ELLIC E ST
WEL LING TON
DR
TY
DU
ICK ST
RA GL
QUI ST
ST
RIDEAU
ST
APPR ENTIC
AR D ST
LE S
T
NS
JO H
PA TR
ST
S ST CATARA
CH AR
6 AVE
RED PATCH
LANCE ST
ATLANTIC AVE
4900000
MORD ST
SADIE AVE
PINE ST
EC ST
QU EB
PLUM ST
W
VE
15
R
A
C
C IR
AVE
RIVER ST
JAME
GLEN VIEW AVE
ENTR ETIEN
OR CH
4900000
T
ST
ST
AD ELAIDE
ST UA RT
CR
RK DR
E PA
N ST
ST EP HE
UNIO N ST
CRES
E
BONNY LAN
DIE R DR
GR ENA
BARRETT CRT
BE LL
L ST
RUSSEL
GA RR
WIND FIELD
ST
ST
ST
FAY ST
ST
DEPOT
DIVIS ION ST
N:\Active\2009\1121 - Geotechnical\09-1121-0016 JLR Cataraqui River EA\GIS\STAGE 2\mxd\0911210016-1.mxd
Y
LE
ED
M
DU FF ST
EL
M
ST
GOR E RD
HICKSON AVE
M
AIN
ST MAR THA
D
I
Q
TA
H AVE
DALG LEIS
POINT ST MARK DR
HARVEY ST
CASSIDY ST
FR AS ER
CR
T
MCC ALLUM
R
DA LY
A
ST
WILSON ST
WILEY ST
BUTL ER ST
T
CR
JOHN COUNTE R BLVD
ELLIO TT AVE
JO SE PH
A
DR
AVE
CRE S
FREEMA N
IA DR
MAGNOL
K DR
OOD PAR
GREENW
LOTUS AVE
DONALD ST
M
LIU
DRENNAN ST
BRICELA ND ST
Y ST
RAILWA
QU
AR
RY
R
U
ES
ER CR
MA RK
ST
COMPTON ST
IL
TR
WELL ER AVE
SH
EIL
ST
BA KE R
ST
FOLGER
SH AW
DR
PL
SUTH ERLA ND
ES
AT
KE
MORE NZ CRES
INNO VAT ION
BLUFFW OOD
RD
CYPRUS
IV
DAUP HIN AVE
APPROXIMATE
STUDY BOUNDARY
DR
CONACH ER
CO
E
R
ST
IA
G IN
VIR
BISCAYNE ST
SCHO ONER DR
MO
NT
GU
TH
RIE
DR
JO
YC
RE
ES
AL
T
ST
ITALIA LANE
KIN
GS
TO
N, O
N
- DA
WS
ON
PO
INT
, ON
380000
1,000
SCALE
PROJECT
NOTE
1:50,000
1,000
METRES
CATARAQUI RIVER CROSSING EA
TITLE
KEY PLAN
THIS FIGURE IS TO BE READ IN CONJUNCTION WITH THE ACCOMPANYING
GOLDER ASSOCIATES LTD. LETTER NO. 09-1121-0016 (2500)
REFERENCE
DIGITAL BASE MAP DATA SUPPLIED BY DMTI SPATIAL INC. CANMAP, 2007
PROJECTION: TRANSVERSE MERCATOR DATUM: NAD 83
COORDINATE SYSTEM: UTM ZONE 18
0
Ottawa, Ontario
PROJECT No. 09-1121-0016
DESIGN
GIS
ABD JUNE 2011
CHECK
TG
JUNE 2011
REVIEW BJV
JUNE 2011
SCALE AS SHOWN
REV. 0
FIGURE: 1
FORD ST
WILSON ST
BRICELAND ST
NT R
EAL
ST
APPROXIMATE STUDY BOUNDARY
MO
STIRLING PARK Ltd.
AG
E
DR
COMMERCIAL
RETAIL UNIT
FITZGERALDS
COLLISION
& TOWING
VI
LL
N:\Active\2009\1121 - Geotechnical\09-1121-0016 JLR Cataraqui River EA\GIS\STAGE 2\mxd\0911210016-West.mxd
JOHN COUNTER BLVD
MAPLE ST
VILLAGE ON
THE RIVER
CASSIDY ST
100
0
SCALE
PROJECT
NOTE
1:3,228
METRES
CATARAQUI RIVER CROSSING EA
TITLE
SITE PLAN
THIS FIGURE IS TO BE READ IN CONJUNCTION WITH THE ACCOMPANYING
GOLDER ASSOCIATES LTD. LETTER NO. 09-1121-0016 (2500)
REFERENCE
BASE IMAGE PROVIDED BY BING MAP, (C)2009 MICROSOFT CORPORATION
PROJECTION: UTM ZONE 18 DATUM: NAD 83
100
Ottawa, Ontario
PROJECT No. 09-1127-0016
DESIGN
GIS
ABD JUNE 2011
CHECK
TG
JUNE 2011
JUNE 2011
REVIEW BJV
SCALE AS SHOWN
REV. 0
FIGURE: 2A
APPROXIMATE STUDY BOUNDARY
DALGLEIS
H AVE
MACLEAN TRAILS
NW
OO
D
CR
PITTSBURGH
PLACE PARK
FIR
ES
E
EC
SID
RT
BARKER DR
WINDFIELD CRES
ST
IN
T
PO
CI
R
DS
OO
NW
KE
N:\Active\2009\1121 - Geotechnical\09-1121-0016 JLR Cataraqui River EA\GIS\STAGE 2\mxd\0911210016-East.mxd
MA
COUNTY RD 15
RK
DR
KE
MCLEAN CRT
GORE RD
LORADEAN
CRES
100
0
SCALE
PROJECT
NOTE
1:3,500
METRES
CATARAQUI RIVER CROSSING EA
TITLE
SITE PLAN
THIS FIGURE IS TO BE READ IN CONJUNCTION WITH THE ACCOMPANYING
GOLDER ASSOCIATES LTD. LETTER NO. 09-1121-0016 (2500)
REFERENCE
BASE IMAGE PROVIDED BY BING MAP, (C)2009 MICROSOFT CORPORATION
PROJECTION: UTM ZONE 18 DATUM: NAD 83
100
Ottawa, Ontario
PROJECT No. 09-1127-0016
DESIGN
GIS
ABD JUNE 2011
CHECK
TG
JUNE 2011
REVIEW BJV
JUNE 2011
SCALE AS SHOWN
REV. 0
FIGURE: 2B
PHASE I ENVIRONMENTAL SITE ASSESSMENT
APPENDIX A
Study Area Photographs
June 2011
Report No. 09-1121-0016 (2500)
APPENDIX A
Study Area Photographs
Photo 1: Looking west along John Counter Boulevard from the study area western boundary.
Photo 2: View looking southwest from the intersection of John Counter Boulevard and Montreal Street.
June 2011
Project No. 09-1121-0016 (2500)
1/12
APPENDIX A
Study Area Photographs
Photo 3: View looking northwest from the intersection of John Counter Boulevard and Montreal Street.
Photo 4: Looking north along Montreal Street from the intersection of John Counter Boulevard and
Montreal Street.
June 2011
Project No. 09-1121-0016 (2500)
2/12
APPENDIX A
Study Area Photographs
Photo 5: View of the automobile collision centre at 917-919 Montreal Street.
Photo 6: View of the east side of building at 917-919 Montreal Street (note an AST on the right bottom
corner of this photograph).
June 2011
Project No. 09-1121-0016 (2500)
3/12
APPENDIX A
Study Area Photographs
Photo 7: A close view of the AST.
Photo 8: A close view of the AST and the ground surface beneath it.
June 2011
Project No. 09-1121-0016 (2500)
4/12
APPENDIX A
Study Area Photographs
Photo 9: View of the subdivision development north of John Counter Boulevard east of Montreal Street.
Photo 10: View of the subdivision development north of John Counter Boulevard east of Montreal Street.
June 2011
Project No. 09-1121-0016 (2500)
5/12
APPENDIX A
Study Area Photographs
Photo 11: View of the private house south of John Counter Boulevard east of Montreal Street.
Photo 12: View of the eastern end of John Counter Boulevard.
June 2011
Project No. 09-1121-0016 (2500)
6/12
APPENDIX A
Study Area Photographs
Photo 13: View of the unpaved eastern tip of John Counter Boulevard and Cataraqui River.
Photo 14: View of Kingston Marina north of John Counter Boulevard.
June 2011
Project No. 09-1121-0016 (2500)
7/12
APPENDIX A
Study Area Photographs
Photo 15: Looking at Montreal Street across the vacant land north of John Counter Boulevard.
Photo 16: Looking east from the west end of Gore Road.
June 2011
Project No. 09-1121-0016 (2500)
8/12
APPENDIX A
Study Area Photographs
Photo 17: Looking northeast from Barker Road (the southern boundary of study area east of Cataraqui River).
Photo 18: Looking north at the Library entrance from Gore Road.
June 2011
Project No. 09-1121-0016 (2500)
9/12
APPENDIX A
Study Area Photographs
Photo 19: Looking north along Kingston Road 15 from the intersection of Kingston Road 15 and Gore Road.
Photo 20: Looking south along Kingston Road 15 from the intersection of Kingston Road 15 and Gore Road.
June 2011
Project No. 09-1121-0016 (2500)
10/12
APPENDIX A
Study Area Photographs
Photo 21: Looking south along MacLean Crt. from the intersection of MacLean Crt. and Gore Road.
Photo 22: Looking north along MacLean Crt. from the intersection of MacLean Crt. and Gore Road.
June 2011
Project No. 09-1121-0016 (2500)
11/12
APPENDIX A
Study Area Photographs
Photo 23: Looking west at Gore Road from eastern study area boundary east of Cataraqui River.
Photo 24: Looking north at a private house on north side of Gore Road east of Kingston Road 15.
n:\active\2009\1121 - geotechnical\09-1121-0016 jlr cataraqui river ea\geo-environmental\phase 2050 ea stage 2\phase i esa\appendix a - site photos\appendix a photographs
08march2011.docx
June 2011
Project No. 09-1121-0016 (2500)
12/12
PHASE I ENVIRONMENTAL SITE ASSESSMENT
APPENDIX B
Regulatory Documentation
June 2011
Report No. 09-1121-0016 (2500)
Gou, Tian
From:
Sent:
To:
Subject:
Bleackley, John [[email protected]]
September 30, 2010 8:51 AM
Gou, Tian
RE: Record Search - Segment of John Counter Blvd.
Hi Tian, we have been able to find the records for the business, sorry for the delay – it was “Kingston Used Cars”, and
they received their business license shortly after the City received the complaint.
Regards,
John Bleackley
From: Bleackley, John
Sent: Tuesday, September 14, 2010 11:43 AM
To: 'Gou, Tian'
Subject: RE: Record Search - Segment of John Counter Blvd.
Hi Tian, there is a record for a business operating without a license. I am in the process of trying to confirm the business
type – but from what we had on file it did not appear to be of any concern from an environmental standpoint. Now I
am trying to get the records myself to confirm that is the case. I should know business type in the next few days.
Regards,
John Bleackley
From: Gou, Tian [mailto:[email protected]]
Sent: Monday, September 13, 2010 12:53 PM
To: Bleackley, John
Subject: RE: Record Search - Segment of John Counter Blvd.
Hi John,
rd
This email refers to your letter on Request for Information on 3 crossing lands. I’ve attached the letter for your quick
reference.
In your earlier email informing me the addresses on Barker Drive there was a preliminary search results (also attached),
which indicated that 917 Montreal Street has “complaint of business operating without a license as well as a sign being
erected without a licese. Both complaints were resolved.”. However, in the final results letter 917 Montreal Street was not
mentioned. Would you mind checking in your database to confirm that there is a complaint record for this address? If so I
would like to know more details about it (i.e., type of business that’s operating without a license etc.).
Thank you very much,
Tian
Tian Gou (B.Eng., EIT) | Environmental Consultant | Golder Associates Ltd.
32 Steacie Drive, Kanata, Ontario, Canada K2K 2A9
T: [+1] (613) 592 9600 | F: [+1] (613) 592 9601 | E: [email protected] | www.golder.com
Work Safe, Home Safe
This e-mail transmission is confidential and may contain proprietary information for the exclusive use of the intended recipient. Any use, distribution or copying of
this transmission, other than by the intended recipient, is strictly prohibited. If you are not the intended recipient, please notify the sender and delete all copies.
Electronic media is susceptible to unauthorized modification, deterioration, and incompatibility. Accordingly, the electronic media version of any work product may
not be relied upon.
1
Please consider the environment before printing this email.
From: Bleackley, John [mailto:[email protected]]
Sent: August 27, 2010 2:04 PM
To: Gou, Tian
Subject: RE: Record Search - Segment of John Counter Blvd.
Hi Tian, please find the attached copy of my letter response. Please advise whether you would like a hard copy mailed
to you.
Regards,
John Bleackley
From: Gou, Tian [mailto:[email protected]]
Sent: Tuesday, August 10, 2010 8:53 AM
To: Bleackley, John
Subject: RE: Record Search - Segment of John Counter Blvd.
Hi John,
Thanks for the email, please find attached the map in electronic form. If you need further information, feel free to let me
know.
Regards,
Tian
Tian Gou (B.Eng., EIT) | Environmental Consultant | Golder Associates Ltd.
32 Steacie Drive, Kanata, Ontario, Canada K2K 2A9
T: [+1] (613) 592 9600 | F: [+1] (613) 592 9601 | E: [email protected] | www.golder.com
Work Safe, Home Safe
This e-mail transmission is confidential and may contain proprietary information for the exclusive use of the intended recipient. Any use, distribution or copying of
this transmission, other than by the intended recipient, is strictly prohibited. If you are not the intended recipient, please notify the sender and delete all copies.
Electronic media is susceptible to unauthorized modification, deterioration, and incompatibility. Accordingly, the electronic media version of any work product may
not be relied upon.
Please consider the environment before printing this email.
From: Bleackley, John [mailto:[email protected]]
Sent: August 10, 2010 8:51 AM
To: Gou, Tian
Subject: Record Search - Segment of John Counter Blvd.
Good morning Tian, I have received your request for Ph. 1 Environmental Information. The map you attached to your
fax is not legible and would be valuable in speeding up my search. Could you send a copy of it electronically through
email?
Regards,
John Bleackley, A.Sc.T.
Environmental Technologist
City of Kingston
Phone: 613-546-4291 ext.1253
Fax: 613-546-3180
This email contains PRIVILEGED AND CONFIDENTIAL INFORMATION intended for INTERNAL USE ONLY. If you are not the intended recipient of this email,
you are hereby notified that any dissemination or copying of this email is strictly prohibited. If you have received this email in error, please immediately notify the
sender and delete the email from your system. Thank you.
2
PHASE I ENVIRONMENTAL SITE ASSESSMENT
APPENDIX C
Qualifications of Environmental Assessors
June 2011
Report No. 09-1121-0016 (2500)
Resumé
Education
M.Sc. Earth SciencesSpecialization in
Hydrogeology and
Geochemistry, University of
Ottawa, Ottawa, Ontario,
1994
B.Sc. Geology, Honours,
Queen’s University,
Kingston, Ontario, 1988
Certifications
Registered Professional
Geoscientist,
2002
Languages
English – Fluent
Dutch – Fluent
BEREND JAN VELDERMAN
Golder Associates Ltd. - Ottawa
Principal, Golder Associates Ltd.
Mr. Velderman is a Professional Geoscientist, a Senior Hydrogeologist, and a
Principal at Golder's Ottawa office, with more than 20 years experience. Berend
leads the Environmental Consulting Division of the Ottawa office. Berend is also
the Manufacturing Sector Client Leader for Golder Associates Ltd. In his role he
matches the solutions Golder provides with the needs of its Manufacturing
clients. He also provides the direction within Golder as a service provider to this
client sector.
A leader in the field of site assessment and the redevelopment of brownfield
sites, Mr. Velderman specializes in contaminant and pathway identification
including impacts upon soil, surface water, indoor air quality, groundwater
resource management, hydrogeochemistry, water supply, drilling, and
environmental protection. He has published a number of papers and articles with
regard to brownfields redevelopment. He has led the remediation of a variety of
contaminated lands issues ranging in value from CAN$300,000 to $5 million.
Past and current remediation projects include clean up of PCE, petroleum
hydrocarbons and heavy metals.
Specific specialties expertise that Mr. Velderman provides is in the area of
isotope hydrogeology and contaminant transport in fractured media. He has
completed a large number of investigations to determine groundwater inflows in
tunnels and its associated impacts. He has experience with environmental risk
assessments and various impacts of contamination. Mr. Velderman has
successfully applied Geographic Information Systems (GIS) technology to
several hydrogeology mapping assignments for waste disposal siting, water
resources studies and annual hydrogeology monitoring and operating programs
for various landfills. Mr. Velderman has appeared as an expert witness for the
Ontario Municipal Board and civil litigation and also provides peer review for local
legal firms and corporations.
Employment History
Raven Beck Environmental Ltd. – Ottawa, Ontario
Project Hydrogeologist/Project Manager (1994 to 1995)
Technical direction and involved with a wide variety of environmental projects
including: Phase I and Phase II site audits, landfill site studies, geochemical
modelling, hydrocarbon spill investigation and remediation, underground storage
tank assessments, groundwater flow modelling, hydrogeological GIS
applications, DNAPL studies, hydrogeochemical assessments of aquifers and
well head protection studies.
Golder Associates Ltd. – Ottawa, Ontario
Senior Hydrogeologist/Associate (1999)/Principal (2005) (1995 to Present)
Responsible for: client development, project management and technical direction
of a variety of environmental and hydrogeological projects from the Ottawa office.
Mr. Velderman’s key expertise includes: contaminated site development, tank
1
Resumé
BEREND JAN VELDERMAN
storage systems, regional hydrogeology studies and landfill site assessment.
Contaminated site development studies include: Phase I and Phase II ESAs, site
restoration project, retail fuel outlet remediation, underground storage tank
assessments, NAPL studies, hydrochemical studies of water quality and
interpretation of geochemistry. Course presenter for storage tank systems and
groundwater supply. Project Manager/Hydrogeologist of:
- Hydrogeology and contaminant study Central Sewer Overflow, Underground
Storage Tunnel, Ottawa, Ontario
- Hydrogeology and contaminant study South Nepean Collector Sewer, Large
Sewer Tunnel, Ottawa, Ontario
- Hydrogeology and contaminant study River Road Storm Water Solution, storm
sewer overflow, Ottawa, Ontario
- Hydrogeology and contaminant study Sandy Hill, Storm Water Reservoir,
Ottawa, Ontario
- Hydrogeology and contaminant study Preston Street, infrastructure
rehabilitation, Ottawa, Ontario
- Hydrogeology and contaminant study Patrick Street, infrastructure
rehabilitation, Ottawa, Ontario
- Hydrogeology and contaminant study Bronson Avenue, infrastructure
rehabilitation, Ottawa, Ontario
- Various hydrogeology and contaminant studies, Ottawa Transit Way System,
Ottawa, Ontario
- Various hydrogeology and contaminant studies Parliament Hill, Ottawa, Ontario
- regional hydrogeological studies of the RMOC, City of Kanata, Village of
Merrickville and development of groundwater management plans using a
geographical information system (GIS);
- the development of a data management system for the Trail Landfill Site,
Ottawa, using GIS (Map Info);
- the development of a project management procedure interface using a
database (Access) for a power industry client;
- development of environmental intranet and internet sites for municipal and
transportation industry clients;
- development of Health and Safety Plans;
- review and implementation of ten Emergency Preparedness and Response
Plans for ten power facilities in Ontario;
- groundwater under the direct influence of surface water studies (GUDI) for
numerous Eastern Ontario water supplies. Project Manager for a number of
groundwater supply systems expansions;
- groundwater supply evaluations for Merrickville, Lanark, Kanata, Richmond,
Manotick, and Mississippi Valley Conservation Area;
- Nation and North Dundas Municipalities expansion of water supply projects;
- St. Patrick Street Sewer Rehabilitation – Contaminant Hydrogeology;
- St. Joseph Boulevard Rehabilitation – Contaminant Hydrogeology;
- Somerset Waste Water Storage Facility – Hydrogeology;
- Green’s Creek Collector Remediation – Hydrogeology;
- Leitrim/Airport Reservoir – Hydrogeology;
- expert witness for four Ontario Municipal Board Hearings, pertaining to quarry
expansion, quarry siting, contaminated site impacts and regional hydrogeology.
Geo-Analysis Inc. – Kanata, Ontario
2
Resumé
BEREND JAN VELDERMAN
Senior Hydrogeologist (1989 to 1993)
Managed and involved with a wide variety of environmental and hydrogeological
projects including: water supply and treatment systems, landfill site studies,
septic systems, ground source heat pumps, Phase I and Phase II audits.
3
Resumé
BEREND JAN VELDERMAN
PROJECT EXPERIENCE – MANUFACTURING
Drain All Ltd.
Canada
Assisted Drain All as a project manager on a number of emergency spill
responses in function of environmental direction.
National Car Rental
Ontario, Canada
Project Manager for the development of a spills response plan for an automotive
rental facility in Eastern Ontario.
Ontario Power
Generation (OPG)
Ontario, Canada
Assisted OPG as a Project Director to facilitate a revision and update to OPG
Emergency Response Plans. As Project Director he facilitated the development
of EPRP of six power plants.
PROJECT EXPERIENCE – ENVIRONMENTAL HEALTH AND SAFETY
Commercial Building
Sites
Ontario, Canada
Involved in developing asbestos management plans for numerous commercial
buildings in Ottawa, Ontario.
Commercial Building
Sites
Ontario, Canada
Involvement in asbestos assessments projects for numerous commercial
buildings in Ottawa, Ontario.
Manufacturing Clients
Ontario, Canada
Rideau Centre
Ontario, Canada
Government of
Canada, West Block
Ontario, Ottawa
Involvement in asbestos assessments projects for various manufacturing clients
in Ottawa, Ontario.
Mould direction
Asbestos Risk Management
PROJECT EXPERIENCE – CONTAMINATED LAND ASSESSMENT AND
HYDROGEOLOGY
Various Road Way
Right of Ways
Rehabilitations
Ontario, Canada
Project director of in excess of twenty linear road way assessments for
contaminant inventories and hydrogeology impact studies. Study values ranged
from $50,000 to $1,000.000. Studies evaluate potential issues of environmental
concern along a road way EA or planned project to identify concerns that may
impact construction. From a hydrogeology viewpoint impacts on aquifers or
sensitive clays were evaluated, as well as how much groundwater the project
may anticipate to intercept during constructions.
4
Resumé
BEREND JAN VELDERMAN
PROJECT EXPERIENCE – CONTAMINATED LAND ASSESSMENT AND
HYDROGEOLOGY TUNNELLING
Various Sewer
Installation Projects
Ontario, Canada
Project director of in excess of ten linear tunnelling assessments for potential
contaminant issues and hydrogeology of potential sewer in-flows. Study values
ranged from $300,000 to $1,000.000. Studies modelled potential inflows and
aquifer interaction. Opinion was provided on mitigation measures. Support was
provided with preparation of construction tender packages,
PROJECT EXPERIENCE – ENVIRONMENTAL SITE ASSESSMENTS
Ontario Power
Generation
Ottawa, Ontario
Assisted OPG at the Ottawa/St. Lawrence plant group with a variety of projects
since 1998. Berend has assisted OPG as a project manager with the following
types of projects:
- Phase I ESAs (3)
- Phase II ESAs (10)
- Screening Level Risk Assessment (3)
- Remedial Work Plan Development (6)
- Site Specific Risk Assessment Level 1 (s)
- Site Specific Risk Assessment Level II (1)
- Biological Inventory (1)
- ISO 14001 Maintenance (3)
- TDG Issues
- EPRP Plan Review (10)
- Remedial Work Plan Implementation
Phase I ESA
Eastern Ontario
Project Manager for in excess of 100 Phase I Environmental Site Assessments.
Assessment included building asbestos, PCB and UFFI surveys, review of fire
insurance plus airphotos and historic reports. Clients included Manulife
Financial, Citibank Corp., Comvesco Ltd., Bank of Nova Scotia, TD Bank, and
National Trust.
Phase II ESA
Eastern Ontario
Project Hydrogeologist of in excess of 50 Phase II Environmental Site
Assessments including former service stations, garages and industrial facilities.
Phase II ESA cost ranges involved were from $2,500 to $130,000.
Ontario Realty
Corporation Fuel Spill
Carlsbad, Ontario
Project Manager - environmental property assessment and site remediation of
diesel fuel spill on behalf of the Ontario Realty Corporation, Carlsbad, Ontario.
Diesel Fuel Spill
Remediation
Rockland, Ontario
Project Manager - environmental property assessment and site remediation of
5,000 litres gasoline and diesel fuel spill in Rockland, Ontario on behalf of the
Town of Rockland. Responsible for the design of an airspring system to
enhance in-situ bioremediation of remnant contamination after pump and treat
remediation.
CFS Carp, Jet Fuel
Carp, Ontario
Project Manager of a jet fuel leak at CFS Carp. Jet fuel was delineated in the
subsurface and a site impact assessment was prepared. The site was classified
using the NCSRP long form.
5
Resumé
Transit Diesel Fuel
Remediation - 1995 to
Present
Gloucester, Ontario
BEREND JAN VELDERMAN
Project Manager of the ongoing remediation of a diesel fuel spill at a major transit
organization in the Ottawa area. Recovery of product is monitored through
manual pump and treat system. An active pump and treat system is proposed.
PAH Remediation
Ottawa, Ontario
Project Manager of a PAH spill/contamination at the Walkley Road extension,
Ottawa. PAH was delineated in the subsurface and migration pathways were
identified. Isolation of the PAH contamination was incorporated in the roadway
design as the preferred remedial activity to the satisfaction of the MOEE.
Gasoline Spill
Remediation - 1997 to
1998
Ottawa, Ontario
Project Manager of remediation of a major gasoline spill in a sand aquifer south
of Ottawa. Remedial activities involved the displacement of 30,000 tonnes of
clean soil, and excavation of 40,000 tonnes of contaminated soil. Excavation
was followed by biosparging treatment of groundwater contamination and
subsequently followed with bioslurping treatment of the aquifer. The site was
remediated in a period of two years.
PROJECT EXPERIENCE – GEOGRAPHIC INFORMATION SYSTEMS
APPLICATIONS (GIS)
Private Individual
Services Study
Regional Municipality of
Ottawa-Carleton, Ontario
Project Manager of the GIS component and hydrogeological application of GIS of
a study of the suitability of the subsurface to support private services for
residential developments. The development of the SPANS (tm) GIS data base
included the incorporation of geological maps, groundwater chemistry, MOE
water well records and aquifer specific information of greater than 200
subdivision hydrogeology reports. A numerical ranking process was developed
that scaled the development potential of the subsurface in terms of lot size.
Considerations included the potential of septic systems to contaminate potable
groundwater and the potential of the aquifer to support a long-term potable water
supply.
Hydrogeology of the
Rural Area of the City
of Kanata
City of Kanata, Ontario
Project Manager of a study that researched the potential of the local groundwater
resource to support varying development densities. The study was completed to
provide rationale to proposed lot densities by the City of Kanata Planning
Department. The study was subsequently presented to the Ontario Municipal
Board and the City of Kanata was allowed to proceed with the proposed zoning
changes.
The study incorporated all pertinent hydrogeological information into ArcInfo GIS.
Data layers included a groundwater quality survey undertaken as a component to
the study, bedrock and overburden geology, a digital elevation model(DEM)
obtained from MNR, a watershed map deduced from the DEM, information on
bedrock thickness and depth to waterbearing zones from the MOE water well
records. An algorithm was created to generate a map that displayed the
information in allowable lot sizes.
6
Resumé
BEREND JAN VELDERMAN
Constitution Square,
Phase I and Phase II
Environmental Site
Assessments
City of Ottawa, Ontario
Project Manager and Hydrogeologist for the completion of the Phase I and
Phase II ESA of proposed Constitution Square Phase III, a downtown office
tower. Data obtained during the Phase I and Phase II ESA were directly entered
into MapInfo(tm) GIS. The CAD site plan was used as georeference. Data
sources entered into the GIS included: fire insurance plan information, the
geophysical survey for buried metal, borehole stratigraphy, water level
measurements, and geochemistry. The Phase 1 ESA and geophysics data were
overlain to assist in logical planning of the subsurface investigation. The
borehole geochemical and stratigraphic information was interpreted by creating
thematic maps that included historic potential issues of environmental concern.
Clear maps were directly created from the GIS, which facilitated decision making
prior to final reporting.
Operating and
Monitoring Program
Nepean and Trail Road
Landfill Sites
City of Nepean, Ontario
Project Manager responsible for the Operating and Monitoring Program of the
Nepean and Trail Road Landfill Sites. The program for both landfills includes in
excess of 300 data gathering points since inception of monitoring in 1976.
Golder Associates successfully won this project of the previous consultant, who
was involved with the site for fourteen years. Golder Associates won the project
because a credible plan was presented that used Access(tm) for database
management and MapInfo (tm) and an add on package SiteGIS for the
interpretation of data. The GIS not only greatly improved visualization of
environmental data, but also provided a net cost savings of approximately
$150,000 over three years in decreased data interpretation time. The Access
database contains surface water, methane gas and groundwater data. In
addition the database contains all pertinent data of well installation and site
stratigraphy. MapInfo and SiteGIS were subsequently used to develop
geological cross-sections, well chemistry plots, watertable and chemistry contour
maps etc. After the first year of initiation the client (RMOC) was provided with a
working copy of the GIS. The client now uses the GIS for other purposes.
7
Resumé
BEREND JAN VELDERMAN
TRAINING
Health and Safety, Modules I and II
Golder Associates Training, 2007, 2008
Communication and Interpersonal Skills
Golder Associates Training, 2003
Risk Management
Golder Institute Training, 2008
Manager Excellence
Golder AssociatesTraining, 2007
Annual Refresher, Site Safety at Hazardous Sites
Golder Associates Training, 1998, 2003
Site Safety at Hazardous Sites, OSHA 40 Hour Course
New York Training Centre, 1994
Course on Critical Issues in Underground Storage Tank Management,
Minneapolis, Minnesota
National Water Well Association, 1991
Course on Environmental Property Assessments, Minneapolis,
Minnesota
National Well Water Association, 1991
PROFESSIONAL AFFILIATIONS
Member, Environmental Advisory Committee, City of Ottawa
Member, Ottawa Geotechnical Group
Member, Association of Professional Geologists of Ontario (APGO)
PUBLICATIONS
Other
Velderman, B.J., 1993, Groundwater Recharge and Contaminant Sensitivity
Analysis for Carbonate Aquifer in South Eastern Ontario, The Jock Basin Study,
University of Ottawa, Master Thesis.
8
Curriculum Vitae
Education
Bachelor of Engineering
Environmental with High
Distinction, Carleton
University, Ottawa, Ontario,
2008
Certifications
Engineer-in-Training,
Association of Professional
Engineers of Ontario
First Aid and CPR Level A,
2008
TIAN GOU
Golder Associates Ltd. – Ottawa
Career Summary
Ms. Tian Gou is an Environmental Professional with Golder in Ottawa. She
holds a B.Eng. degree with High Distinction from the Department of Civil and
Environmental Engineering at Carleton University. She is a registered Engineerin-Training with Professional Engineers Ontario. Tian has been involved in
various waste management and other environmental projects. Tian has been
responsible in managing data sets for waste management and geochemical
projects. Her duties also include laboratory coordination, data
analysis/interpretation and report writing. In addition to waste management and
geochemical work, Tian has experience in Phase I and Phase II environmental
site assessments, and her experience includes assisting borehole drilling,
groundwater monitoring well installation and soil, and groundwater sampling.
Languages
English – Fluent
Employment History
Chinese (Mandarin) –
Fluent
Golder Associates Ltd. – Ottawa, Ontario
Environmental Office and Field Assistant then Junior Environmental Consultant
(2006 to Present)
Responsibilities include: providing technical support to senior project managers
for completion of waste management and other environmental/hydrogeological
projects, including Phase I and Phase II Environmental Site Assessment (ESAs),
groundwater monitoring, and monitoring compliance of landfills; field work
coordination, report writing and report assembly; assisting field activities
including oil-water separator investigations and groundwater investigations,
monitoring and pumping tests; data management and interpretation for mining,
waste management and risk assessment projects; performing data management
and interpretation including tabulating data, screening data against relevant
standards, verifying data and preparing figures; performing bench-scale
laboratory tests on wastewater treatment; and, interpretation and application of
Provincial and Federal environmental regulations.
Carleton University – Ottawa, Ontario
Research Assistant (2008)
Worked individually to construct a database structure for a Light-duty Vehicle
Emission project. Utilized MS Access to develop the database and calculated
descriptive statistics. Practiced research skills and database management skills.
1
Curriculum Vitae
TIAN GOU
PROJECT EXPERIENCE – GEOCHEMISTRY
Canadian Royalties
Inc.
Québec, Canada
Assisted in data compilation and analysis to assess acid generation and metal
leaching of mine waste materials from static testing for nickel and copper mine
project in northern Quebec. Project work included assisting in sample selection,
management of chemistry data, and reporting of data in support of mine waste
management plan development.
Orezone Resources
Inc.
Esskane, Burkina Faso
Assisted in laboratory coordination, chemical data compilation and analysis, and
report writing for a gold mine project in Burkina Faso. Duties included tabulating
data and assessing acid generation and metal leaching of mine waste materials
from static testing drafting of static analysis report in support of mine waste
management plan development and water quality predictions.
Les Mines Opinaca
Ltée / GoldCorp Inc.
Québec, Canada
Assisted in characterization program for assessing acid generation and metal
leaching of mine waste materials including static and kinetic tests (on-going) for a
proposed gold project in the eastern part of the Opinaca Reservoir of the James
Bay area of Québec. Compiled mine waste chemistry data and compared
against Québec Directive 019 based on the classification of the mine waste
products determined from their chemcial characteristics. Assisted in final static
test report preparation.
Iamgold Corporation
Ecuador
Participated in mine waste characterization program for a gold-copper-silver
underground mine located in south-central Ecuador. Project work included
management of laboratory testing and data, prediction of waste geochemical
behaviour, selection of samples for kinetic testing and preparation of static report
in support of mine waste management plan development and water quality
predictions.
Comaplex Minerals
Corporation
Nunavut, Canada
Participated in mine waste characterization program for gold mine project. Duties
included laboratory coordination, data management, sample selection for kinetic
testing, mineralogy test and NAG test, prediction of geochemical behaviour of
wastes, and preparation of static test report (on-going).
PROJECT EXPERIENCE – ENVIRONMENTAL
Phase I/II
Environmental Site
Assessments
Various Locations
Specific duties have included historical reviews, site visits, project co-ordination
and report writing, assisting in groundwater and surface water sampling and
monitoring and data management and interpretation.
Hydrogeological
Monitoring, Leitrim
Wetland
Ottawa, Canada
Conducted the on-going bi-weekly groundwater monitoring of the Leitrim Wetland
in Ottawa during the construction of a nearby residential subdivision. The
groundwater data is analyzed on a bi-weekly basis and compared with the
precipitation and groundwater pumping records in the construction area to
determine the impacts of the construction on the wetland.
Central Frontenac
Landfill Monitoring
Township of Central
Frontenac, Canada
Specific duties included laboratory coordination, data compilation and
management, and reporting on groundwater and surface water monitoring results
and environmental compliance for three closed landfill sites in the Township of
Central Frontenac.
2
Curriculum Vitae
Eastern Ontario
Landfill
Township of North
Stormont, Canada
TIAN GOU
Monitoring data management including compiling data from more than 60
groundwater monitoring wells and 6 leachate monitors, site compliance
assessment, preparation of annual report on monitoring and operations,
including coordination of efforts from various 3rd parties and overall project
management.
WSI Navan Landfill
Ottawa, Canada
Compilation of quarterly groundwater and surface water monitoring data from
more than 50 groundwater monitoring wells and 14 surface water monitoring
wells, as well as quarterly landfill gas measurements, water quality interpretation
and assessment of site compliance with applicable MOE guidelines and
standards.
Springhill Landfill
Gloucester, Canada
Compilation of quarterly monitoring data from a large network of groundwater
and surface water monitors, water quality interpretation and assessment of site
compliance, report writing.
TRAINING
WorkSmart Campus Health & Safety Modules 1,2,3
2008
Workplace Hazardous Materials Information System (WHMIS)
2006
Health and Safety Training Module 1 and 2
Golder U, 2006 and 2007
EQuiS training
Golder U, 2008
Transportation of Dangerous Goods
2006
City of Ottawa Planning Primer
2007-2009
PROFESSIONAL AFFILIATIONS
Member, Air and Waste Management Association, Ottawa Valley Chapter
3
Golder Associates Ltd.
32 Steacie Drive
Kanata, Ontario, K2K 2A9
Canada
T: +1 (613) 592 9600