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CONSTRUCTION PLAN REPORT Windsor Solar Project
February 2015
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Table of Contents
Page
1. Introduction ..................................................................................................................................... 1
2. The Proponent ................................................................................................................................. 2
3. Project Location ............................................................................................................................... 3
4. Project Overview .............................................................................................................................. 8
4.1 General Timing .................................................................................................................... 8
4.2 Overview of Materials and Equipment ............................................................................... 9
4.3 Temporary Uses of Land ................................................................................................... 14
4.4 Temporary Water Takings ................................................................................................ 14
4.5 Construction Workforce ................................................................................................... 15
5. Construction Activities ................................................................................................................... 16
5.1 Survey and Staking of Project Location ............................................................................ 16
5.2 Clearing, Ground Levelling, Compacting and Grading ...................................................... 16
5.3 Drainage and Erosion Control ........................................................................................... 16
5.4 Installation of Fence and Security Lighting ....................................................................... 17
5.5 Installation of Water Crossings ......................................................................................... 18
5.6 Construction of Access Roads and Installation of Temporary Power ............................... 18
5.7 Delineation of Temporary Storage and Construction Areas and Installation of Temporary
Facilities ............................................................................................................................ 19
5.8 Construction of Foundations ............................................................................................ 19
5.9 Installation of Supports, Racking and PV Modules ........................................................... 20
5.10 Installation of Wiring and Inverters/Transformers ........................................................... 20
5.11 Clean-up of Work Areas .................................................................................................... 20
5.12 Site Landscaping and Vegetation ...................................................................................... 21
5.13 Testing and Commissioning .............................................................................................. 21
6. Negative Environmental Effects And Proposed Mitigation Measures and Monitoring Activities . 22
6.1 Cultural Heritage and Archaeological Resources .............................................................. 23
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6.1.1 Existing Conditions ............................................................................................... 23
6.1.2 Potential Effects ................................................................................................... 24
6.1.3 Proposed Mitigation and/or Monitoring Plans .................................................... 24
6.2 Natural Heritage Resources .............................................................................................. 25
6.2.1 Existing Conditions ............................................................................................... 25
6.2.2 Potential Effects ................................................................................................... 25
6.2.3 Proposed Mitigation and/or Monitoring Plans .................................................... 26
6.3 Water Bodies .................................................................................................................... 27
6.3.1 Existing Conditions ............................................................................................... 27
6.3.2 Potential Effects ................................................................................................... 28
6.3.3 Proposed Mitigation and/or Monitoring Plans .................................................... 28
6.4 Air, Odour, Dust ................................................................................................................ 30
6.4.1 Existing Conditions ............................................................................................... 30
6.4.2 Potential Effects ................................................................................................... 30
6.4.3 Proposed Mitigation and/or Monitoring Plans .................................................... 30
6.5 Noise ................................................................................................................................. 31
6.5.1 Existing Conditions ............................................................................................... 31
6.5.2 Potential Effects ................................................................................................... 31
6.5.3 Proposed Mitigation and/or Monitoring Plans .................................................... 31
6.6 Land Use and Resources ................................................................................................... 32
6.6.1 Existing Conditions ............................................................................................... 32
6.6.2 Potential Effects ................................................................................................... 32
6.6.3 Proposed Mitigation and/or Monitoring Plans .................................................... 32
6.7 Provincial and Local Infrastructure ................................................................................... 33
6.7.1 Existing Conditions ............................................................................................... 33
6.7.2 Potential Effects ................................................................................................... 33
6.7.3 Proposed Mitigation and/or Monitoring Plans .................................................... 33
6.8 Public Health and Safety ................................................................................................... 34
6.8.1 Existing Conditions ............................................................................................... 34
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6.8.2 Potential Effects ................................................................................................... 34
6.8.3 Proposed Mitigation and/or Monitoring Plans .................................................... 34
6.9 Areas Protected under Provincial Plans and Policies ........................................................ 35
6.9.1 Existing Conditions ............................................................................................... 35
6.9.2 Potential Effects ................................................................................................... 35
6.9.3 Proposed Mitigation and/or Monitoring Plans .................................................... 35
6.10 Summary of Potential Environmental Effects ................................................................... 35
7. Conclusions .................................................................................................................................... 43
List of Figures
Figure 1: General Location of Windsor Solar Project in Ontario .................................................................. 4
Figure 2: Site Plan - Conceptual Component Layout .................................................................................... 5
Figure 3: Site Plan - Natural Heritage Features ............................................................................................. 6
Figure 4: Site Plan – Land Use ....................................................................................................................... 7
List of Tables
Table 1: Checklist for Requirements under O.Reg. 359/09 – Construction Plan Report .............................. 1
Table 2: Anticipated Duration of Construction Activities ............................................................................. 9
Table 3: Construction Materials and Equipment ........................................................................................ 11
Table 4: Summary of Potential Environmental Effects and Proposed Mitigation Measures ..................... 36
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1. INTRODUCTION
Windsor Solar LP proposes to develop a solar facility with a maximum name plate capacity of 50
megawatts alternating current (MWac), located on the Windsor International Airport property in the
City of Windsor, Ontario (Figure 1). The Windsor International Airport is owned by the City of Windsor
and operated by Your Quick Gateway (Windsor) Inc. (YQG). The renewable energy facility will be known
as the Windsor Solar Project (the “Project”).
Windsor Solar LP has initiated the Project with the Independent Electricity System Operator (IESO).1 The
Project will require approval under Ontario Regulation 359/09 – Renewable Energy Approval (REA)
under Part V.0.1 of the Ontario Environmental Protection Act.
This Construction Plan Report (CPR) provides detailed information on the installation of all project
components, potential negative environmental effects at and within 300 metres of the Project Location
(as they relate to construction activities and temporary facility components2), and mitigation and/or
monitoring measures with respect to those negative environmental effects as detailed in Table 1.
Table 1: Checklist for Requirements under O.Reg. 359/09 – Construction Plan Report
Required Documentation Location in Report
Details of any construction or installation activities. Section 5, Construction Activities
The location and timing of any construction or installation activities for the
duration of the construction or installation.
Section 3, Project Location
Section 4.1, General Timing
Negative environmental effects that may result from construction or
installation activities.
Section 6, Negative
Environmental Effects and
Proposed Mitigation Measures
and Monitoring Activities
Mitigation measures in respect of negative environmental effects mentioned
in paragraph 3.
1 The IESO and Ontario Power Authority were merged as of January 1, 2015.
2 Refer to the Design and Operations Report for technical specifications of permanent project components (i.e.
those present for the lifetime of the renewable energy facility).
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2. THE PROPONENT
Windsor Solar LP is coordinating and managing the approvals process for the Project. Windsor Solar LP is
located at 2050 Derry Road West 2nd Floor, Mississauga, ON, L5N 0B9 (1-866-236-5040). Dillon
Consulting Limited (Dillon) has been retained by Windsor Solar LP to prepare the REA application for the
Project. The contact at Dillon is:
Full Name of Company: Dillon Consulting Limited
Prime Contact: Michael Enright, Project Manager
Address: 1155 North Service Road West, Unit 14, Oakville, Ontario, L6M 3E3
Telephone: (905) 901-2912 ext. 3401
Fax: (905) 901-2918
Email: [email protected]
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3. PROJECT LOCATION
The proposed Class 3 Solar Facility is to be located within the YQG, Windsor International Airport
property, in the City of Windsor. The overall optioned lands available for development consist of
approximately 175 hectares (432 acres) and the proposed Project Location is generally bounded by
Rhodes Drive to the north, Division Road to the south, Lauzon Parkway to the east, and Walker Road to
the west. Of the optioned lands, approximately 128.3 hectares (317 acres) will be occupied by
components to make up the Project. The geographic coordinates of the centroid of the proposed Project
Location are as follows:
Latitude: 42° 16’ 43.07” N
Longitude: 82° 56’ 9.56” W
Figure 1 shows the general location of the Project in Southwestern Ontario. The Project Location is
defined in Ontario Regulation 359/09 to be “a part of land and all or part of any building or structure in,
on or over which a person is engaging in or proposes to engage in the project”. Figure 2 shows the
proposed conceptual layout and location of all project components. Further information on facility
components making up the Project Location is provided in Sections 4 and 5 of the Design and Operations
Report. Figure 3 identifies the Project Location boundary in relation to natural features and water
bodies. Figure 4 depicts the land uses in the Project Location and within 300 m based on information
from multiple sources including Ecological Land Classification surveys, Canada Land Inventory mapping
and Official Plans.
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An Environmental Impact Study has beensubmitted to the Ministry of Natural Resources fornatural features deemed significant.A Water Bodies Report has been prepared.
The portion of Rivard Drain within the projectlocation is proposed to be abandoned under theMunicipal Drainage Act and relocated up to theproject location boundary.
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WINDSOR SOLAR PROJECT
FIGURE 4SITE PLAN AND LAND USE
0 200 400 600100 m ²MAP DRAWING INFORMATION:DATA PROVIDED BY MNR, ERCAMAP CREATED BY: GMMAP CHECKED BY: JPMAP PROJECTION: NAD 1983 UTM Zone 17N
FILE LOCATION: I:\GIS\149152 - Samsung Windsor\mxd\dor\
PROJECT: 149152STATUS: DRAFTDATE: 10/10/2014
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Project Location 1000 m Setback
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Lots/Concessions
Ecological Land Classification
1. MEF: Forb Meadow
2. MEMM4: Fresh-Moist Mixed Meadow
3. MG: Manicured Grass
4. OAGM1: Annual Row Crop
5. SWDM3-3: Swamp Maple Mineral Deciduous Swamp
6. SWDM4-2: White Elm Mineral Deciduous Swamp
7. THDM5: Fresh-Moist Deciduous Thicket
Several Archaeological resources were identified within theProject Location. Stage 3 and 4 Archaeological Assessments arebeing completed. Please refer to Section 6.1 of the ConstructionPlan Report.
The Project Location is not on or adjacent to areas subject toLand Use Plans.
The Project Location is not on or adjacent to a protectedproperty as described in S.19(1) of Ontario Regulation 359/09.Cultural heritage features were identified at the project locationand are discussed in the Cultural Heritage Assessment andshown in this figure.
The Project Location is within an area designated "Airport" and"Future Employment Area" by the City of Windsor Official Plan.Land uses adjacent to the project location are primarlyagricultural and employment.
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4. PROJECT OVERVIEW
The Project is designed to generate a maximum name plate capacity of 50 MWac of electricity. Solar
photovoltaic (PV) panels will be the technology used to convert solar energy into electricity. With
exposure to sunlight, the solar modules convert solar radiation into direct current (DC) electricity
through a PV process. The PV process occurs when the energy from the sunlight is transferred to
semiconductors contained in the modules. DC electricity generated from the panels will be collected and
converted to AC electricity through inverters, which will be contained in multiple Medium Voltage (MV)
Stations, which house multiple components, including inverters, and an MV transformer. The AC voltage
created by the inverters will be “stepped-up” to 34.5 kV through the multiple MV stations. The AC
electrical energy output from the MV Stations will be collected via underground cables and connected to
the main high voltage (HV) substation transformer. At the substation, the voltage will be stepped up to
115 kV and connected to the IESO transmission grid.
The construction phase of any project has the potential to adversely affect the environment. A
construction program will be designed by Windsor Solar LP and the contractor to minimize the potential
for adverse environmental effects. These potential effects, the level of magnitude for each effect and
mitigation and/or monitoring measures for construction activities, are discussed below and summarized
in Table 4 at the end of Section 6. For a description of the land prior to construction see the Site
Investigation Report and Environmental Impact Study (EIS), provided as part of the Natural Heritage
Assessment (NHA).
As part of the construction program, good site practices and procedures will be implemented. These
practices will include policies regarding the management of any excavated material, erosion, sediment,
noise, dust control, the handling of wastes, on-site safety management and emergency response
procedures. These are discussed in Section 6 as part of the mitigation measures and monitoring
activities. They are expanded upon in the Emergency Response and Communications Plans discussed in
the Design and Operations Report. Windsor Solar LP’s staff and contractors will be made aware of the
environmental management commitments contained in these reports to ensure they are implemented.
All construction-related activities will be conducted on-site within the Project Location as identified in
Figure 2.
4.1 General Timing
It is anticipated that construction would last approximately 10-12 months. Pending receipt of all
necessary approvals and permits, construction is tentatively scheduled to begin in late 2015.
Table 2 outlines the anticipated duration of construction activities. Upon award of the
construction contract, the selected contractor will be required to provide an updated schedule.
It is expected that the Project will remain operational for a period of at least 20 years, at which
time its value will be re-evaluated.
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Table 2: Anticipated Duration of Construction Activities
Construction Activity Estimated Timing
Site Preparation Q4/2015-Q2/2016
Installation of solar components (structural supports, racking,
modules, collection system) Q1/2016-Q4/2016
Installation of substation and operations and maintenance
building Q2/2016-Q4/2016
Site Clean-up and restoration Q4/2016-Q2/2017
4.2 Overview of Materials and Equipment
In general, the raw materials for construction will include standard building materials such as
concrete, wood, aggregate, and metal. To the extent possible, these materials will be procured
from local and/or regional sources where they are available in sufficient quality and quantity,
and at competitive prices. Beyond the materials required for construction of the solar facility,
resource requirements for ongoing operation of the Project include sunlight and the land-base
required for the solar facility location, and for the maintenance of the solar facility, access roads
and electrical lines.
Hazardous materials used during construction are limited to fuels, lubricants and coolants that
are associated with machinery, vehicles and equipment. Fuel will be the only hazardous material
stored on-site, for use in equipment. These materials will be managed according to best
management practices and recommendations made as part of an Environmental Effects
Mitigation and Monitoring Plan (EEMMP) developed by the contractor that is consistent with
the EEMMP provided in the Design and Operations Report. The contractor’s plan will be outlined
in the Emergency Response and Communications Plans. Disposal of hazardous wastes will only
be required in the case of accidental spills and will follow the procedures outlined in a Spills
Response Plan. Decisions on waste disposal or recycling during, and immediately after
construction, will be made by the on-site contractor (who will abide by the requirements of the
Environmental Protection Act).
Table 3 summarizes the construction activities, their duration and the equipment and materials
needed during this phase. Construction equipment and vehicles, including those that transport
materials, will access the site via the entrances off Division Road via Pillette Road and Jefferson
Boulevard (Figure 2). It is expected that dump trucks and semi-trailer trucks will transport all
materials and equipment to the site. The transportation of materials will occur throughout the
construction phase; however, the majority of trips will occur in Q4/2015-Q3/2016 (with the
transport of materials for access roads with the transport of solar panels and associated
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racking/support structures) and electrical equipment. Any materials requiring on-site storage
will be held within the temporary construction areas as shown on Figure 2 during the period of
construction. However, pending the final design, any part of the Project Location may be used as
temporary storage, which will be dependent on how construction will be staged. It should be
noted that while an attempt has been made to identify all facility and construction equipment,
the exact size, weight and technical specifications of the materials and equipment will not be
known until a supplier and on-site contractor have been selected. It is anticipated that the types
and sizes of equipment used will be similar, regardless of which supplier and on-site contractor
is selected for the Project.
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Table 3: Construction Materials and Equipment
Construction Activity
Material and Equipment Brought On-site Material Generated and Taken Off-site
Type of Material
(Estimate Quantity) Number of Truck Loads
Vehicle used to Transport material
Equipment used during activity
Weight (Tonnes)
Type (Estimated Quantity)
Stored On-site? Number of Truck Loads
Vehicle used to Transport Material Off-site
Survey and staking of Project Location Survey stakes (TBD) 3 Pickup Truck Pickup Truck 3 None N/A N/A N/A
Equipment used to transport, unload and
move materials and equipment.
Transportation of
bulldozers, excavators
and other large
equipment.
6-10 Flatbed Semi-
Trailer Trucks
Semi-Trailer
Track-Type Tractor
(Bulldozer)
Rough Terrain Crane
Telescopic Handler
Scraper
Excavator
Wheel Loader
Backhoe
Motor Grader
Soil Compactor
Pile Driving/Drilling
Equipment
Empty: 7-16
Loaded: 40-70
44
23
10
25
26
20
9
20
13
20
None Equipment temporarily
stored on-site
N/A N/A
Clearing, ground levelling, compacting and
grading.
N/A N/A On-Site Track-Type Tractor
(Bulldozer)
Scraper
Motor Grader
Soil Compactor
Dump Truck
Wheel Loader
44
25
20
25
20
20
Topsoil
Removed
vegetation
Yes*
Yes**
TBD
TBD
Dump Truck
Installation of perimeter fence and security
lighting.
Fence poles and chain-
link fence (2500 metres
est.)
5 Semi-Trailer Backhoe w/ Auger (TBD)
Skid Steer
Telescopic Handler
Pickup Truck
9
9
10
3
None No N/A N/A
Construction of access roads, temporary
storage and construction areas and base for
substation.
Granular A and B
Miscellaneous Access
Road and Base Materials
(TBD)
2500
5
Dump Truck
Semi-Trailer
Bulldozer Scraper Motor Grader Soil Compactor Dump Truck Wheel Loader
44 25 20 25 20 20
Topsoil Yes* (TBD) N/A
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Construction Activity
Material and Equipment Brought On-site Material Generated and Taken Off-site
Type of Material
(Estimate Quantity) Number of Truck Loads
Vehicle used to Transport material
Equipment used during activity
Weight (Tonnes)
Type (Estimated Quantity)
Stored On-site? Number of Truck Loads
Vehicle used to Transport Material Off-site
Construction of foundations for MV
stations and substation (concrete caissons
recommended).
Concrete (TBD)
Rebar and sonotubes for
footing construction
(TBD)
50 Semi-Trailer Excavator Wheel Loader Backhoe Rough Terrain Crane Dump Truck
26 20 9 23 20
Topsoil Yes* (TBD) N/A
Installation of support, racking and PV
modules.
Steel piles & helical
piers (25,000-55,000
piles)
Steel and aluminum
racking
(5,000 - 6,000 racks)
Solar PV panels
(197,000 to 208,000)
30-60
100-200
180-550
Semi-Trailer
Semi-Trailer
Semi-Trailer
Pile Driving/Drilling Equipment
Rough Terrain Crane Telescopic Handler
20
23 10
None N/A N/A N/A
Installation of wiring, MV Stations,
electrical collection system and high
voltage substation.
MV Stations (34)
Inverters (65), & high
voltage substation (1)
AC & DC electrical
cabling, conduit,
connectors, ground
wire, etc. (Lump Sum -
TBD).
55
150
Semi-Trailer
Semi-Trailer
Rough Terrain Crane
Telescopic Handler Excavator Backhoe Dump Truck Pickup Truck Backhoe w/ Auger (TBD)
23
10 26 9 20 3 9
None N/A N/A N/A
Remediation and clean-up of work areas.
None N/A N/A Pickup Truck
Service vehicles (TBD)
3
--
Construction
waste and
miscellaneous
materials
No*** (TBD) Semi-Trailer
Dump Truck
Pickup Truck
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Construction Activity
Material and Equipment Brought On-site Material Generated and Taken Off-site
Type of Material
(Estimate Quantity) Number of Truck Loads
Vehicle used to Transport material
Equipment used during activity
Weight (Tonnes)
Type (Estimated Quantity)
Stored On-site? Number of Truck Loads
Vehicle used to Transport Material Off-site
Site landscaping and vegetation. Native seed (to cover
173 hectares approx.)
Imported Topsoil (TBD)
10
Pickup Truck Pickup Truck
Hydroseeding Device (TBD) Dump Truck
3
-- 20
None N/A N/A N/A
Testing and commissioning. None N/A N/A Pickup Trick Service vehicles (TBD)
3 -- None N/A N/A N/A
* Topsoil will be temporarily stored on-site within the construction laydown area and covered until it can be redistributed within the Project Location.
** Waste vegetation from site preparation will be temporarily stored along the internal access roads until it can be removed.
*** Construction waste will be removed from the Project Location by a licensed contractor who will recycle and reuse materials where possible. Material that cannot be recycled or reused will be transported to an appropriate disposal facility.
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4.3 Temporary Uses of Land
During the construction phase, there will be several temporary uses of land, including sediment
and erosion control structures, construction laydown areas, temporary fencing, site trailers,
washrooms, first aid station, parking, and temporary access roads. Temporary sediment, dust
and erosion control measures will be in place for the duration of the construction of the facility.
Two construction laydown areas will be used during project construction as shown on Figure 2;
however, pending the final design, any part of the Project Location may be used as temporary
storage, which will be dependent on how construction will be staged. These areas are where
construction equipment such as excavators, bulldozers and graders, and materials for
construction (including panels) will be stored. The laydown areas will not be used
simultaneously, but in stages as construction advances. The two laydown areas identified will
total approximately 1 hectare (2.5 acres) in size and will be surrounded by temporary
construction fencing which will be removed at the end of the construction phase. Site trailers,
temporary washrooms, and the first aid station will only be required during construction of the
facility and will be located within the laydown areas. The temporary laydown areas may remain
during the operations phase of the Project to be used for temporary parking or other uses, as
required. They would then be considered as permanent components.
All temporary and disturbed areas will be rehabilitated after the construction of the facility is
complete. Temporary fencing, trailers and construction equipment will be removed from the
site. Temporary sediment structures will also be removed, as no sediment or dust will be
created during the operation of the facility3. Areas of compacted soil due to the presence of
heavy machinery may be rehabilitated by tilling to restore soil density and drainage, and the
spreading of existing topsoil.
4.4 Temporary Water Takings
During the construction phase, the installation of racking support poles and underground cables
may require temporary water takings, if groundwater starts to collect in the trenches and holes
dug for these project components; however, the preliminary Geotechnical investigation
suggests this is unlikely. Any water taking would only involve small quantities (<50,000L/day)
and would be restricted to low-flow time periods, where possible. The mitigation measures for
temporary water takings are described in Table 4.
3 While the creation of dust and sediment is not anticipated during operations, there is potential for it to occur
during routine or major unanticipated maintenance activities at the facility. For more information on maintenance, please see the Design and Operations Report. Should operational activities create an unforeseen amount of dust or sediment, sediment structures will be installed to mitigate any potential negative effects to the surrounding environment.
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4.5 Construction Workforce
The workforce will include construction supervisors, general and skilled labour, equipment
operators, technicians for electrical systems and commissioning, plant installation and operation
staff, security and general maintenance staff. The construction workforce is estimated to be
300-400 workers on average over the 10-12 month construction period. Normally, construction
hours will occur in accordance with any local municipal By-laws and YQG regulations (see
Section 6.5).
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5. CONSTRUCTION ACTIVITIES
5.1 Survey and Staking of Project Location
Prior to the construction phase, the site will be surveyed and staked to delineate the boundaries
for fencing, access roads, excavations and foundation locations. The survey will identify the
location of any underground utilities and/or infrastructure. Any significant or provincially
significant environmental features will be avoided and their applicable setbacks complied with.
Areas to be avoided will be fenced and/or flagged, as appropriate.
5.2 Clearing, Ground Levelling, Compacting and Grading
The Project Location will be minimally graded to facilitate construction activities based on a
grading plan, and a stormwater management plan (see the Design and Operations Report) will
be implemented to maintain the general off-site drainage patterns as much as possible. As
noted in Table 3, graders, bulldozers, scrapers, soil compactors, dump trucks, wheel loaders and
backhoes will be used to prepare the site. Given that the Project Location is currently
predominantly agricultural fields, limited vegetation clearing will be required for the installation
of panels and racking. All vegetation that is removed will be temporarily stockpiled along the
access roads until it can be loaded on trucks and removed from the site.
Major excavation works or fill placement are not expected for the Project. The primary
excavation work is likely to be limited to soil removal for various foundations, access roads and
digging of trenches to run underground electrical cables. Topsoil removed from the permanent
access roads will be distributed across the Project Location. Any excess topsoil may be used to
infill low-lying areas, if appropriate. Temporarily stockpiled topsoil will be stored and will be
covered to minimize erosion from wind and precipitation.
5.3 Drainage and Erosion Control
Construction activities associated with the Project are not anticipated to increase the flow of
drainage from the Project Location, which is outlined in the Stormwater Management Report,
appended to the Design and Operations Reports. To minimize the potential for impairment of
the quality of any receiving waters during construction, an Erosion and Sediment Control (ESC)
plan will be developed in detail and implemented prior to and during construction. A detailed
ESC plan should not be completed until confirmation of final site grading and layout, phasing of
construction, and construction methodology. As outlined in the Stormwater Management
Report, at this preliminary stage, the following recommendations are only for consideration
when developing the ESC plan:
Identifying and protecting trees and plants not shown for removal that are contained
within the construction area.
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Installing silt fences (placed at the downslope side of proposed grading activities,
proposed stockpile areas, and the site limits) and necessary erosion control measures
prior to commencing construction activities.
Installing construction entrance (mud mat) at vehicle access points adjacent to paved
roads to limit the potential transport of materials off site.
Phasing construction, where possible, to limit areas with and duration exposed soils.
If dust conditions are prevalent spray water on exposed areas, access roads, and
laydown areas to reduce the movement of wind born sediment.
Implementing proper dewatering techniques to ensure the site and excavations are free
from water. These techniques include diverting water into a dewatering trap with a
filter bag on the outlet hose or to a well vegetated area a minimum of 30 m from any
sensitive receiving waterbody/wetland.
Using appropriate grading techniques to prevent increased run-off potential and
maintain positive drainage.
Utilizing sedimentation basins or sediment traps to treat relatively large drainage areas
(i.e., greater than 2 ha).
Implementing temporary water passages techniques for proposed in-water works with
appropriate approvals confirmed prior to construction.
Planting of grasses on disturbed areas after construction activities have ceased (e.g.
construction laydown area).
Protecting stockpiled areas with silt fencing and locating the areas a safe distance from
sensitive natural features.
Stabilizing with vegetation or other erosion and sediment control measure disturbed
areas that are not under immediate construction (i.e., 30days).
All ESC measures should be designed and implemented in accordance with local guidelines and
regulations.
5.4 Installation of Fence and Security Lighting
For the safety of the public and to prevent vandalism, fencing will be installed around project
components. Gated entrances will be installed at the site entrances off Division Road via Pillette
Road and Jefferson Boulevard The fencing will be installed after further consultation with YQG
and in accordance with ESA specifications. Typically, the ESA requires a 1.8 m high fence with
three strands of barbed wire on top. Gates will be installed where the fence intersects access
roads.
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For security and maintenance purposes, lights will be installed near the entrance of the facility
and task-specific lights will be provided as necessary. Lights will be installed based on further
consultation with YQG, to ensure there are no conflicts with YQG’s operational requirements.
5.5 Installation of Water Crossings
It is not anticipated that the design of the Project will require installation of new above-ground
water crossings. Directional drilling underneath the Municipal Drains in a few locations will be
required to install the underground collection system. Appropriate buffers have been applied to
water bodies found within 300 m of the Project Location. For more information, please refer to
the Water Assessment Report and Water Body Report.
5.6 Construction of Access Roads and Installation of Temporary Power
A series of access roads will be needed for construction vehicles and equipment transport. They
will also provide long-term access to the site for on-going maintenance and will allow a service
vehicle to access each Medium Voltage (MV) Station directly. The main entrances to the facility
will be located off Division Road via Pillette Road and Jefferson Boulevard. Pillette Road and
Jefferson Boulevard are existing roads that were formerly open public municipal roads.
However, since they became part of the YQG, Windsor International Airport lands they have
been closed to public access with controlled gated entries. Other existing internal access roads
will also be utilized. In addition, gravel access roads will be constructed to facilitate installation
and delivery of equipment as well as maintenance requirements during operations. The roads
will be granular and 6 m wide and will be constructed as appropriate for the project site and
engineering design.
Row to row rack spacing will be large enough such that service vehicles can access modules and
wiring for maintenance. The location of the internal access roads and their nature may change
but it is expected that the majority will remain as permanent roads to provide access for
maintenance vehicles during operation.
Where roads are deemed necessary only for construction, the area(s) will be rehabilitated as per
instructions in the Decommissioning Plan Report prior to facility operation.
During construction of the access roads, the topsoil will be stripped and stored. Some cut and fill
may be required; however, it is expected that the subgrade material will be comprised of
existing native granular deposits. The subgrade will be cut as cleanly as possible to minimize
disturbance and will be proofrolled with heavy rollers to locate any loose or disturbed areas.
Should weak areas or other incompatible material be detected during proofrolling, further
excavation and subsequent backfill with approved native deposits or imported granular
materials may be required. The depth of the roadbed will be constructed as required to
transport loads associated with construction and maintenance of the Project. Geo-grid and
geotextile fabric may be used, as needed, to improve the structural integrity of the road base
and to preserve the granular. If necessary, culverts may be installed beneath the access roads to
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provide greater stability and at locations where conveyance of surface water drainage is
required.
During the construction period, it is anticipated that on-site electricity to power equipment will
be obtained from the local distribution utility from nearby suitable distribution lines to provide
the Project Location with auxiliary power as required to power equipment and for temporary
construction offices, lighting and other purposes. If no distribution supply is available nearby,
the requirements for an auxiliary generator will be determined once the layout of the solar
facility is reviewed in detail.
5.7 Delineation of Temporary Storage and Construction Areas and Installation of Temporary Facilities
Temporary laydown and construction staging areas, totalling approximately 1 hectare (2.5
acres), have been delineated on the north side of the Project Location, as shown on Figure 2.
However, pending the final design, any part of the Project Location may be used as temporary
storage, which will be dependent on how construction will be staged. These areas will be used
for the construction office trailers, portable washrooms, first aid stations, vehicle parking,
construction equipment parking, storage sheds, truck unloading/loading, waste disposal pick-up
areas, and equipment and material lay-down. After site grading (discussed above) a layer of
granular material will be installed to provide an adequate base for construction vehicles, heavy
equipment and material laydown. All temporary facilities will be removed when the
construction period is finished; however, as discussed in Section 4.3, a portion of a construction
laydown area may be maintained after construction for maintenance vehicle parking.
5.8 Construction of Foundations
Engineered foundations will be constructed for the MV Stations, high voltage substation
components and the operations and maintenance building. The types of foundations are
recommended through a Preliminary Foundation Investigation report, based on a preliminary
geotechnical assessment. The foundations recommended for supporting the PV racking
structures are helical piers. MV Stations will be skid-mounted, and are recommended to be
supported by concrete caisson foundations. The substation components, and operations and
maintenance building are recommended to be supported by conventional cast-in-place concrete
spread and strip foundations. The differences in recommended foundations for these
components will require varying construction methods, including:
Components which are transported to the site by truck and subsequently set into
position by a crane.
Cast-in place components, constructed on-site by pouring ready-mix concrete into
forms.
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5.9 Installation of Supports, Racking and PV Modules
The panels will be aligned in rows approximately 10 m apart, and will be mounted on racking
structures. The modules will be arranged with 18 modules in series and 11,111 strings in
parallel. The racking system will be in a fixed position and tilted to 28-36 degrees, subject to
refined modeling to achieve optimal energy yields. It is estimated that approximately 5,000 -
6,000 racks will be required for the Project, which will be arranged in long rows and spacing set
to maximize the site area. Each of the racking structures will be assembled on site. To support
the racks, it is estimated that approximately 25,000-55,000 piles will be installed. It is
anticipated that the piles will be screwed into the ground using helical piers. These would be
installed using a mechanical, hydraulic drive motor that would rotate the screw pile into the
ground mounted on a specialized rig, excavator or boom truck. Earth excavation, soil disposal or
the use of concrete is not required. The exact type of method and number of piles will be
determined based on the Geotechnical Investigation and at the time of final design.
5.10 Installation of Wiring and Inverters/Transformers
The electricity generated by the PV panels will be in the form of direct current (DC).
Inverters will be required to convert the DC output of the PV cells into alternative current (AC)
suitable for supplying the electrical grid. DC wiring mounted to the back side of the racks is
connected to a combiner box.
From the combiner box, the DC current will be transmitted below ground to one of 65 inverters
contained in MV Stations, which contain multiple components, including inverters, and an MV
transformer. The AC voltage created by the inverters will be “stepped-up” to 34.5 kV through
the multiple MV stations.
The AC electrical energy output from the MV Stations will be collected via underground cables
and connected to the main HV substation transformer. At the substation, the voltage will be
stepped up to 115 kV and connected to the IESO transmission grid.
The underground cables will be installed in trenches by a cable trenching machine or dropped in
trenches created by an excavator. A tape will be layered above the underground cabling system
to serve as a marker, as per ESA standard.
After all major construction activities are complete the components will be tested. If any
problems or issues arise, remedial corrections and calibration of equipment will be made prior
to start-up.
5.11 Clean-up of Work Areas
After all major construction activities are completed work areas will be returned to their pre-
construction condition or similar. All construction-related waste and excess materials brought to
the site will be removed and reused, recycled, or disposed of as applicable by a licensed
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contractor in accordance with provincial guidelines. Trucks will be used to remove all non-
permanent equipment from the Project Location, along with any debris.
5.12 Site Landscaping and Vegetation
Site restoration and reclamation is planned for as much of the Project Location as possible,
including along access roads. The restoration and reclamation strategy may include re-
contouring of the land to natural drainage patterns (in accordance with a detailed stormwater
management plan to be developed during detailed design), management and replacement of
subsoil (if applicable) and topsoil and re-vegetation. Restoration of disturbed areas will be
discussed with YQG but may be seeded with short native vegetation or allowed to re-vegetate
naturally as needed, to help stabilize soil conditions, enhance soil structure and increase soil
fertility. It will be necessary to maintain the land in such a way that vegetation does not shade
or in other ways impact the solar panels, but will also consider any operational concerns for
YQG.
5.13 Testing and Commissioning
The components will be tested prior to start-up and connection to the power grid. If any
problems or issues arise, remedial corrections will be made. Partial commissioning may
commence before all remedial corrections are made, if necessary.
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6. NEGATIVE ENVIRONMENTAL EFFECTS AND PROPOSED MITIGATION MEASURES AND MONITORING ACTIVITIES
The construction phase of the Project has the potential to affect the environment, and this section
examines the interactions between these environmental effects and the Project. For each
environmental feature/concern, the following is described:
Existing Conditions - the existing environmental feature.
Potential Effects - the potential effects, both positive and negative, to the environmental
feature that may occur as a result of the Project.
Proposed Mitigation and/or Monitoring Plans - specific mitigative measures that will be
implemented to minimize any potential negative effect of the Project on environmental
features as well as recommended monitoring plans.
As part of the construction program, best management practices and procedures will be implemented
to further reduce the environmental effects as identified in this Construction Plan Report. These
practices will dictate the way the following elements are managed:
excavated material
stormwater runoff
sediment
dust
noise
soil compaction
natural heritage resources
cultural heritage resources
agricultural resources
hazardous materials
local roads and traffic
Staff and on-site contractors involved with the Project during the construction phase will be made aware
of the environmental commitments contained in this report and their requirements for implementation.
The on-site contractor will be responsible for creating an Environmental Effects Mitigation and
Monitoring Plan (EEMMP) that is consistent with the EEMMP discussed in the Design and Operations
Report.
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6.1 Cultural Heritage and Archaeological Resources
6.1.1 Existing Conditions
Stantec Consulting Ltd. was contracted to conduct Stage 1 and Stage 2 Archaeological
Assessments for the Project. The assessments were conducted in May and June of 2014 and in
accordance with the Ministry of Tourism, Culture and Sport (MTCS) 2011 Standards and
Guidelines for Consultant Archaeologists.
The Stage 1 Archaeological Assessment is comprised of background research and desktop
studies, which resulted in recommending that a Stage 2 Archaeological Assessment be
undertaken for areas deemed to be of potential archaeological significance. The Stage 1
Archaeological Assessment identified the potential for cultural heritage or archaeological
resources.
A Stage 2 Archaeological Assessment was undertaken and was comprised of field work,
including a pedestrian transect survey. It identified 23 sites within the Project Location with
archaeological finds that are of value or interest. It was recommended that 18 of the sites be
studied in a Stage 3 Archaeological Assessment. The recommendations are limited to sites that
will be impacted by the Project layout. Overall, 11 sites underwent Stage 3 assessment and 3 of
the 11 sites were subject to a Stage 4 assessment. The comment (clearance) letters from MTCS
on all of the sites for Stage 3 Assessments and Stage 4 Preliminary Assessments have been
received.
A Cultural Heritage Assessment was conducted in accordance with Ontario Regulation 9/06
Criteria for Determining Cultural Heritage Value or Interest. The assessment was conducted
using a variety of research methods to gather relevant information on the property and
surrounding area to identify resources of interest or value and evaluate their cultural
significance. Background information for the property was obtained through review of historical
resources and archival documents. Municipal and Agency consultation was undertaken,
including consultation with the City of Windsor, the Ontario Heritage Trust and the MTCS.
Finally, a field survey was conducted on the property and vicinity to identify and photograph
potential resources.
It was determined through usage of the MTCS REA Checklist: Consideration of Potential for
Heritage Resources that the Project Location does not fall within or adjacent to a protected
property. Through the assessment process, two potential built heritage resources (two aircraft
hangars) and one heritage transportation landscape (the airport grounds) were identified within
the defined Heritage Assessment Area, but outside of the Project Location. The built heritage
resources include No. 401 Hangar, an aviation hangar which has been in use on the property
since 1940, and the 1920s Hangar, a hangar which has been in use since 1928. Both hangars
were identified as having cultural heritage value or interest based on their association with the
varied and evolved land use of the property. The heritage transportation landscape is the
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Windsor International Airport. The airport has been in use since 1928, at various levels of
capacity, making it an evolved landscape with cultural value.
6.1.2 Potential Effects
Construction activities at the Project Location have the potential to cause negative effects on
archaeological or cultural heritage resources by altering, disrupting and/or destroying historic
materials. An assessment of potential project impacts involved identifying any destruction,
alternation, shadows, isolation, direct or indirect obstruction, change in land use or land
disturbances as a result of project activities.
Mitigation for archaeological resources has been implemented as outlined by the Stage 3 and
Stage 4 Assessment, in accordance with the Ministry of Tourism, Culture and Sport's 2011
Standards and Guidelines.
The impacts on the identified built cultural heritage resources as a result of the Project were
evaluated according to InfoSheet #5 in Heritage Resources in the Land Use Planning Process,
Cultural Heritage and Archaeology Policies of the Ontario Provincial Policy Statement, 2005. It
was determined that due to sufficient distance from the Project Location boundary to the No.
401 Hangar, and to the 1920s Hangar there are no impacts anticipated as a result of the Project.
The heritage transportation landscape, or the Airport, is adjacent to but not within the Project
Location. There are no impacts anticipated with this resource as a result of the Project.
6.1.3 Proposed Mitigation and/or Monitoring Plans
Based on the findings of the Stage 1 and 2 Archaeological Assessments, the Project layout was
modified to avoid 7 sites of value or interest. Mitigation measures for the remaining sites are
provided in the Stage 3 and 4 Archaeological Assessments.
Based upon the background research of past and present conditions, the Stage 2 Archaeological
Assessment, and the Cultural Heritage Assessment, the following is recommended:
18 areas of archaeological concern were discovered within the Project Location, which will
require a Stage 3 Archaeological Assessment, to take place prior to the start of
construction. A Stage 4 Archaeological Assessment will be undertaken where necessary.
As noted, a Stage 3 Assessment has already been completed for 11 sites and 3 of the 11
sites were subject to a Stage 4 Assessment, for which the fieldwork has also been
completed.
Should a previously undocumented archaeological resource or cultural heritage feature be
discovered during construction, additional field work, in accordance with Section 48 (1) of
the Ontario Heritage Act, (1990) will be completed before development can continue.
Should human remains be found during construction, construction will cease and the
police and/or registrar of cemeteries will be notified as per the Cemeteries Act, (1990).
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Based on the results of the Cultural Heritage Assessment, there are no anticipated impacts to
the heritage resources by the Project; therefore, no mitigation measures are required.
6.2 Natural Heritage Resources
Windsor Solar LP has undertaken an NHA consisting of a Records Review, Site Investigation,
Evaluation of Significance and Environmental Impact Study to identify all natural features within
the Project Location and lands within 120 m. Specific details related to the identification,
evaluation and mitigation of environmental effects are available in the NHA reports. The
following provides a summary of both significant and non-significant natural heritage features,
along with potential environmental effects that have been mitigated through the selection and
location of project components and implementation of management practices for construction
and have been confirmed by the Ministry of Natural Resources and Forestry (MNRF). No residual
effects are anticipated after mitigation measures are implemented. Environmental effects
whose mitigation measures require subsequent monitoring have been included in Table 4.
6.2.1 Existing Conditions
The NHA identified the following natural features within 120 m of the Project Location:
Windsor Airport Swamps Provincially Significant Wetland
Airport Woodlands (Environmentally Significant Area #39)
Significant Climbing Prairie Rose Habitat
Significant Giant Ironweed Habitat
Features falling within 50 m of the Project Location were evaluated for significance using
procedures and criteria approved by the MNRF. Both the Climbing Prairie Rose and Giant
Ironweed habitats are located within 50 m of the Project Location and were evaluated to be
significant, based on the presence of these species in the habitat.
Figure 3 is a summary of natural heritage features within and adjacent to the Project Location
and is based on the determination made in the NHA Evaluation of Significance.
6.2.2 Potential Effects
Based on the natural environment information collected, the Project Location was refined to
avoid impacts to significant and/or sensitive natural heritage features. The layout of the Project
has been developed to minimize its footprint and prioritize the protection of natural features.
The potential negative environmental effects to significant natural features and wildlife may
include:
Change in land topography associated with vegetation clearing, grubbing and subsequent
grading.
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Soil mobilization resulting in sedimentation of adjacent habitat.
Change in surface water run-off volumes/patterns.
Potential changes in water quality.
Temporary water takings during installation of underground project components may
affect the local hydrological regime (groundwater).
Overland dispersal of water during temporary water takings may increase surface runoff.
Increased vulnerability of cleared areas to invasion by non-native species.
Reduction in habitat.
Obstacle to wildlife movement after construction of perimeter security fence.
Disturbance/incidental mortality to wildlife species from project activities.
A summary of the potential negative environment effects is provided in Table 4 located at the
end of Section 6.
6.2.3 Proposed Mitigation and/or Monitoring Plans
In consideration of the above potential environmental effects, mitigation measures have been
proposed to address these effects and maintain the ecological integrity and functionality of
significant natural features and wildlife. Proposed mitigation and/or monitoring measures
include:
Erosion and sediment control measures prior to site clearing and regularly maintained
until the Project is operational and vegetative ground cover is re-established.
Re-vegetate land with low-maintenance, native vegetative ground cover or monitor the
Project Location during post-construction to ensure natural re-vegetation occurs.
Development and implementation of a grading and water flow management plan which
maintains pre-construction surface water flows to adjacent lands (quantity, quality,
infiltrations, conveyance patterns and seasonality of water flow).
Visual monitoring for and avoidance of wildlife species encountered during activities.
Limit vehicular speeds on internal access roads and monitor for wildlife that may be on
access roads.
The Project has been developed to retain the value of all significant natural features identified
and to mitigate any negative effects that may occur. For the natural features deemed significant,
the layout of the Project will allow for their persistence after it is constructed and operational.
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6.3 Water Bodies
Windsor Solar LP has undertaken a Water Assessment and completed a Water Body Report to
identify all water bodies within the Project Location and lands within 120 m. Specific details
related to the identification and mitigation of environmental effects are available in the Water
Body Report. The following provides a summary of water bodies identified during the records
review and site investigation, along with potential environmental effects that have been
mitigated through the selection and location of project components and the implementation of
management practices for construction.
No residual effects are anticipated after mitigation measures have been implemented.
Environmental effects whose mitigation measures require subsequent monitoring have been
included in Table 4.
6.3.1 Existing Conditions
As outlined in Sections 30 and 31 in Ontario Regulation 359/09, a records review and site
investigation were undertaken to fulfill the requirements of the Water Assessment Report. In
the records review, four potential water bodies were mapped within the Project Location and
the surrounding 120 m. Results of the site investigation found that three of these four meet the
definition of a water body as defined by Ontario Regulation 359/09, while one does not. Each of
these four potential water bodies and the results of the site investigation are discussed below:
The Lappan Drain was found to occur as mapped in the records review. It is a channelized
permanent stream that originates approximately 610 m west of the Project Location,
enters the Project Location, flows generally eastward, exits the Project Location at its
eastern boundary, and empties into the McGill Drain within the 120 m setback area.
The McGill Drain was found to occur as mapped in the records review. It is a channelized
stream that originates within the Project Location near its southwest boundary, flows
generally eastward, exits the Project Location at its southeast boundary, forms a
confluence with the Lappan Drain, continues eastward and flows into the Little River
approximately 655 m east of the Project Location. From its origin to its confluence with
the Lappan Drain, the McGill Drain is an intermittent stream. Downstream of the
confluence, the McGill Drain is a permanent stream.
The Rusette Drain was found to occur as mapped in the records review. It is a channelized
permanent stream that originates northwest of the Project Location, flows generally
eastward, enters the 120 m setback area at its northeast boundary, turns northward, exits
the 120 m setback area, continues northward and empties into the Little River.
The Rivard Drain was found to be a temporary channel for surface drainage that can be
tilled and driven through and therefore is not a water body as defined by Ontario
Regulation 359/09.
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For a detailed description of water bodies within 120 m of the Project Location, refer to the
Water Assessment Report. For those features determined to meet the definition of a water body
under Ontario Regulation 359/09, mitigation measures to minimize potential environmental
effects will be implemented according to Sections 39 and 40 of the regulation.
6.3.2 Potential Effects
The potential negative effects to water bodies within 120 metres of the Project Location may
include:
Changes in natural drainage, including increased or decreased surface runoff.
Increased or decreased stream flows and redirection of surface flow.
Potential for soil mobilization and erosion resulting in increased sedimentation and
turbidity.
Limited potential to decrease surface permeability and redirect surface runoff.
Limited potential for accidental spills from equipment and machinery to soil and/or
surface runoff.
Increased inputs of nutrients.
Increased sedimentation and turbidity may affect fish habitat (e.g., spawning areas, food
sources, benthic composition).
Runoff of soil and/or surface runoff may impact fish habitat and water quality of
downstream receiving waters.
Temporary water takings during installation of underground project components (if
necessary) may affect local hydrological regime (groundwater); overland dispersal of
water during temporary water takings may increase runoff.
Potential for drilling mud to escape into water bodies as a result of a spill, tunnel collapse
or rupture of mud to the surface (i.e., frac-out) during directional drilling for underground
cable.
Potential loss of aquatic habitat and/or species; drilling mud may impact water quality
and/or fish habitat and disturb riparian vegetation as a result of directional drilling.
Accidental injury or mortality of wildlife entering the Project Location. However, no direct
physical impacts to the species or the habitat are anticipated as no activities are proposed
within habitat areas.
6.3.3 Proposed Mitigation and/or Monitoring Plans
No solar panels or transformer substation will be constructed within 30 m of a water body.
Therefore, all potential negative environmental effects of the Project (outlined in Table 4) are
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considered to be indirect effects associated with the drainage area for each water body. None
of the project activities are expected to have any direct or indirect effect on a water body
provided the appropriate mitigation measures are implemented. Mitigation measures proposed
to minimize and/or eliminate negative environmental effects to water bodies within 300 metres
of the Project include:
The development of an erosion and sediment control plan for the Project Location to be
maintained through the construction and decommissioning phases of the Project. This
plan will include standard erosion and sediment control measures such as silt fencing,
erosion control blankets and/or hay bales.
Minimizing changes in land contours and maintaining natural off-site drainage patterns
where possible.
Development of grading and water flow management plans to emulate pre-construction
conditions.
Operating machinery in the areas designated for construction only.
Storage of construction equipment and materials primarily in the construction laydown
areas and no equipment or materials will be stored within 30 metres of a water body.
Installation of underground cables will follow Fisheries and Oceans Canada Ontario
Operational Statement for High-Pressure Directional Drilling, including incorporation of
the Measures to Protect Fish and Fish Habitat when High-Pressure Directional Drilling as
outlined in the Operational Statement.
Adherence to appropriate fisheries timing window where activities occur under a water
body (i.e., directional drilling).
Careful monitoring of drilling and creation of appropriate emergency frac-out response
and contingency plans as well as equipment.
Efforts to avoid tracking soil from the Project Location onto municipal roads will be made.
Upon completion of project construction, the Project Location will be vegetated with a
mix of native grasses and/or monitored to ensure land naturally re-vegetates within one
growing season.
Locating transformers more than 30 m from a water body.
Constructing spill containment structures for the transformer substation.
Use Best Management Practices to prevent impacts to wildlife within the area.
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6.4 Air, Odour, Dust
6.4.1 Existing Conditions
The Project Location for the Project is within the boundary of the YQG, Windsor International
Airport; however, it is currently rented out for agricultural purposes. Farming equipment such as
tillage and harvesting equipment have the potential to create odour and dust during the
planting and harvesting seasons. Airport operations including the operation of aircrafts and
supporting operations currently have the potential to contribute to negative impacts on air
quality, odour and dust conditions.
6.4.2 Potential Effects
During construction, increases in particulate matter (dust) may be experienced in the adjacent
areas, which are predominantly agricultural to the south and east, and predominantly
employment lands (industrial/office/commercial) to the north and west. Residential
developments are also located within the adjacent area. Activities that could produce dust
include, but are not limited to: construction of access roads; travel of construction vehicles and
equipment over gravel access roads; clearing and grubbing; and grading and levelling. The
majority of these dust-producing activities are expected to occur during the first two months of
the construction phase.
Additionally, there will be emissions from the diesel engines of construction machinery and
equipment which may adversely impact local air quality. The impacts will be localized and
temporary and will not have a significant impact on regional air quality or climate change.
Appropriate air quality mitigation measures will be implemented during construction to ensure
limited impacts to neighbouring properties. The anticipated impacts on air quality will be
minimal from construction in comparison with daily emissions produced by airport operations.
6.4.3 Proposed Mitigation and/or Monitoring Plans
The following air quality mitigation measures will be implemented during construction where
appropriate:
vehicle idling will be limited where possible in order to minimize particulate matter from
vehicles and equipment.
equipment will be maintained in good working order.
vehicular traffic will be minimized on exposed soils and high traffic areas will be stabilized
with fresh gravel.
gravel roads will be watered down as required to reduce dust during construction.
Due to the proximity of the solar facility to the YQG, Windsor International Airport, consultation
will continue to take place with YQG to determine if there are any potential concerns on airport
operations as a result of potential construction dust.
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6.5 Noise
6.5.1 Existing Conditions
Noise levels within the City of Windsor are governed by Bylaw 6716. As stated in Section 6.4.1.,
the proposed location of the Project is within the boundary of the YQG, Windsor International
Airport. The land is currently rented out for agricultural use. Normal operations at YQG,
including aircraft movement and supporting operations have the potential to create excess
noise. Additionally, the usage of farming equipment for agricultural activities has the potential
to create excess noise. It is anticipated that airport operations will continue to occur during
construction and operation of the facility. Normal operation of the airport produces a significant
level of noise.
6.5.2 Potential Effects
During the construction period, activities may lead to elevated levels of noise in the area. Given
the proximity to the airport and the existing noise regime associated with the airport, noise
from the solar facility’s construction, operation and decommissioning should be minimal.
Activities that could produce higher levels of noise include, but are not limited to: clearing and
grubbing of trees; compacting and grading; and operation of construction vehicles. These
activities are expected to occur during months 1 - 4.
6.5.3 Proposed Mitigation and/or Monitoring Plans
All efforts will be made to minimize noise during construction. The following mitigation
measures will reduce the impact of noise on surrounding land uses:
vehicle and equipment idling will be limited where possible.
construction activities resulting in noise emissions will take place in accordance with local
municipal By-laws.
where work may need to be conducted after the normal hours or on weekends, this will
be done in accordance with local municipal requirements in order to minimize any
impacts to the surrounding community.
all equipment will be maintained in good working order with effective muffling devices
where appropriate.
any noise complaints will be investigated using the procedures outlined in the
communications plan (see the Design and Operations Report).
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6.6 Land Use and Resources
6.6.1 Existing Conditions
The planned solar facility will occur within the boundary of the YQG, Windsor International
Airport, which is located within the Sandwich South Planning District. The Planning District
covers 2,530 hectares and was annexed into the City of Windsor in 2003 and incorporated into
the City’s Official Plan in 2007. The Project Location is designated “Airport” and “Future
Employment Area”. Figure 4 depicts the land uses in the Project Location and within 300 m
based on information from multiple sources including Ecological Land Classification surveys,
Canada Land Inventory mapping and Official Plans.
In 2010, the Windsor International Airport Master Plan was also completed; it is the overall
planning document that guides the development of the Airport and assists the City of Windsor
and the private sector in making land use decisions on surrounding lands. In the general vicinity
of the Airport, land use is governed by Transport Canada TP1247E (Land Use in the Vicinity of
Airports) and recent modifications by NAV CANADA. Specifically, the registered zoning in place
by Transport Canada is entitled Windsor Airport Zoning Regulations. The majority of the Project
Location is currently rented out and farmed with cash crops and/or consists of mowed fields
with very limited residential uses in the vicinity.
6.6.2 Potential Effects
The solar facility will temporarily alter the land use. The Project Location could be restored to its
pre-construction condition, or a similar state after decommissioning as determined through
consultation with YQG. The proposed Project is low-profile and non-obtrusive in nature and
does not interfere with other nearby land uses. Potential environmental effects resulting from a
change in land use include visual impacts to neighbouring landowners.
6.6.3 Proposed Mitigation and/or Monitoring Plans
The temporary use of the land for the solar facility will not impact future uses of the land, or
current operations of adjacent lands.The proposed facility is physically low-profile and should be
non-obtrusive to the surrounding community. Significant setbacks from the surrounding road
network and adjacent property lines are being applied and the majority of the surrounding uses
are employment and agricultural. The proposed Project is also in the process of being reviewed
by NAV CANADA under its Land Use Program process and the Project is also being screened by
YQG under its Facility Alterations Permit (FAP) process. When complete, YQG will submit the
FAP to Civil Aviation Services Ontario (CASO) through the Transport Canada website for final
approval.
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6.7 Provincial and Local Infrastructure
The use of roads will be the only local infrastructure required during construction. No other
municipal infrastructure is anticipated to be required.
6.7.1 Existing Conditions
Existing paved roads in the vicinity of the Project Location, including but not limited to Division
Road, Jefferson Boulevard, Lauzon Parkway and Pillette Road, may be required for use during
the construction phase of the Project. Pillette Road and Jefferson Boulevard are existing roads
that were formerly open public municipal roads. However, since they became part of the YQG,
Windsor International Airport lands they have been closed to public access with controlled
gated entries.
The Project Location is also adjacent to infrastructure used for transportation purposes,
including airport runways, taxiways and associated lighting, buildings and features. The Airport
facilities are predominantly located to the west of the Project location.
An existing 115 kV transmission line exists to the north of the Project Location within a HONI
corridor. Within this HONI corridor, along the north side, there is an easement containing an
existing natural gas pipeline owned by Union Gas Limited.
6.7.2 Potential Effects
Potential negative effects as a result of the Project may include periodic traffic disruptions along
surrounding local and provincial roads, including Division Road, Jefferson Boulevard, Lauzon
Parkway, and Pillette Road. Disruptions may be incurred during the construction phase of the
Project, and possible damage to roads due to heavy and frequent construction vehicles and
equipment travel may occur.
The Project is not anticipated to have any negative impacts on Airport infrastructure.
Commissioning of the facility and interconnection into the IESO controlled grid may cause
temporary power outages to local customers.
6.7.3 Proposed Mitigation and/or Monitoring Plans
Mitigation measures to minimize disruption and impacts to local roads will be identified during
development of traffic studies. This is to include a Traffic Management Study during detailed
design and a Transportation Plan during the construction phase of the Project. The Proponent
will compensate the City for road damage if there is abnormal wear that can be attributed to the
construction of the Project, based on the Road Use Agreement between the proponent and the
City.
Ongoing communication between Windsor Solar LP and YQG will occur as needed.
Any mitigation measures to minimize power outages will be undertaken by HONI.
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Within regard to existing underground infrastructure, such as the existing natural gas pipeline in
the HONI corridor, all necessary on-site locates will be completed prior to construction.
6.8 Public Health and Safety
6.8.1 Existing Conditions
As noted, the Project Location for Project is located within the YQG, Windsor International
Airport property. The property has historically been used for airport operations at the west end,
while the balance of the property not required for aviation purposes has been rented out for
agricultural production. The airport operations within the property pose some risk to public
health and safety; however, the property is closed off to the public, and the distance between
YQG operations and the area used for agricultural purposes lessens the risk.
6.8.2 Potential Effects
Potential impacts to public health and safety as a result of the Project are minimal but include
those generally related to construction. The level of noise, vibration, and dust emissions
expected during construction are anticipated to be low, localized and temporary in nature. The
following potential impacts are unlikely but possible:
Noise, vibration, equipment emissions and dust can be attributed to human health
impacts
Injury or death of construction workers or members of the public due to accidents
involving heavy equipment and construction vehicles
Electrical fires at the Project Location causing a risk to firefighters, airport operations and
neighbouring properties
It should be noted that there is limited potential for wildfires or fires at the Project Location. The
solar PV panels and related equipment represent a negligible increase in fire potential. Risk for
vegetative fuel build-up is minimal (vegetation will be managed as per Section 5.12) and will be
no greater than when the land was used for agricultural purposes. Construction activities will
not have an impact on the pre-existing risk inherent with operating an airport on the property.
6.8.3 Proposed Mitigation and/or Monitoring Plans
Safety is a primary objective and the goal of Windsor Solar LP is to maintain a safe work
environment for workers and the public at all times during construction. The following
mitigation and monitoring activities will be implemented, as necessary, during the construction
phase:
All construction activities will be conducted by licensed on-site contractors in
accordance with required standards and codes and all activities will abide by all
applicable regulations.
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All equipment will be maintained in good working order.
The Project will comply with all applicable Ontario Occupational Health and Safety Act
(OHS) regulations and requirements during the construction period.
It will be the on-site contractor’s responsibility to prepare a site-specific custom Health
and Safety Plan and a safety and compliance officer will be assigned to the Project to
ensure that the plan is implemented and adhered to.
The site will be under surveillance and temporary and permanent fencing will prevent
unauthorized access and ensure public safety during the construction, operational and
decommissioning phases. Areas to be avoided will be flagged and/or fenced for public
safety, as appropriate.
The Project will have a fire prevention plan and response plan.
An Emergency Response and Communications Plan will be prepared in the event of an
emergency on the site and will provide key contact information for relevant responders,
regulators, YQG and other stakeholders. This plan is discussed in the Design and
Operations Report.
Consultation is ongoing with YQG to determine any additional measures that may be required to
ensure the safety of the adjacent operations.
6.9 Areas Protected under Provincial Plans and Policies
6.9.1 Existing Conditions
A search and analysis of available records identified that the Project Location does not fall within
areas subject to any Provincial Plans, including the Niagara Escarpment, Lake Simcoe
Watershed, Oak Ridges Moraine or the Greenbelt. The Project supports the goals of the
Province’s Green Energy and Green Economy Act, 2009 and Long-Term Energy Plan (LTEP), 2013.
6.9.2 Potential Effects
No impact is expected to areas protected under provincial plans and policies.
6.9.3 Proposed Mitigation and/or Monitoring Plans
No mitigation measures or monitoring plans are proposed.
6.10 Summary of Potential Environmental Effects
Table 4 outlines how the potential negative environmental effects from construction activities
will be mitigated and how monitoring will occur to meet the requirements set out in Ontario
Regulation 359/09. Overall, the potential environmental effects during construction are
anticipated to be short-term and indirect.
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Table 4: Summary of Potential Environmental Effects and Proposed Mitigation Measures
Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
Cultural Heritage and Archaeological Resources
Disruption or destruction of cultural or
archaeological materials.
Cultural heritage resources.
Archaeological resources.
Low
Low
Low
Low
No impacts are anticipated on built cultural resources or cultural heritage
landscapes as a result of the Project, therefore no mitigation measures are
required.
Mitigation for archaeological resources will be implemented as outlined by
the Stage 3 and Stage 4 Assessment, in accordance with the Ministry of
Tourism, Culture and Sport's 2011 Standards and Guidelines.
N/A
N/A
Should a previously undocumented
cultural heritage or archaeological
resource be discovered, alteration of the
site will immediately cease, and
additional fieldwork will be undertaken
by a heritage professional or licensed
archaeologist in accordance with Section
48(1) of the Ontario Heritage Act.
Should human remains be found, the
police or regional coroner’s office, the
Registrar of Cemeteries and any
applicable Aboriginal Communities will be
contacted in accordance with the
Cemeteries Act.
Natural Heritage Features
Site Preparation and Construction
Direct/ Physical Impact
No direct physical impacts to the species
or the habitat anticipated as no
activities are proposed within habitat
area.
Potential for increased erosion and
sedimentation in habitat impeding
growth of plant species.
Potential for accidental disturbance to
habitat from machinery in operation
Significant Climbing Prairie
Rose Habitat
Significant Giant Ironweed
Habitat
Windsor Airport Swamps
Airport Woodlands
(Environmentally Significant
Area #39)
Incidental Wildlife
Occurrences
Low
likelihood for
direct/physic
al impacts.
Moderate
likelihood for
indirect/distu
rbance
effects to
significant
Climbing
Prairie Rose
and Giant
Low Following delineation of the construction area, rare plants that fall within
10 m of an area of disturbance will be identified with markings by a
qualified professional to notify staff working in the area of the occurrence.
Develop and implement an erosion and sediment control (ESC) plan prior
to site preparation activities.
Erosion and sediment control measures (i.e. silt fence) installed for
construction purposes will delineate the extent of the fauna habitat from
the active construction area. ESC structure should be monitored regularly
to ensure that they are fully functional and any issues identified are
resolved in a timely fashion.
Minimize removal/disturbance of vegetation along roadside ditches. Note,
use of Pilette Road by the project is for access purposes only to the Project
Around the
perimeter of
Project
Location
where ESC
measures are
implemented.
Monitor ESC
measures
regularly during
construction.
Post-construction
ESC monitoring
to occur regularly
or after rain
events 10
millimetres or
greater until
vegetation is re-
established.
Repair deficiencies in ESC structures as
soon as possible upon notification of
breach in ESC structure and buffer
fencing.
If Project Location does not re-vegetate,
efforts to facilitate stabilization of soils
will be made through seeding or other
measures.
4 Please refer to the Natural Heritage Assessment Environmental Impact Study for additional monitoring information for natural features and to the Water Bodies Report for additional monitoring information for water bodies
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Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
during construction phase.
Indirect/Disturbance Effects
Increased surface runoff from exposed
soils.
Loss of species.
Increased vulnerability of the Project
Location to invasion by non-native
species.
Potential for loss of vegetation due to
the deposition of dust and/or overland
mobilization of soil from site
construction.
Potential for soil compaction and root
damage from construction machinery.
Potential for changes in surface water
quality.
Disruption of underground roots within
habitat and along edges of significant
habitat during installation of perimeter
fence.
Incidental
Accidental injury or mortality of wildlife
entering the Project Location.
Obstacle to wildlife movement after
construction of the fence.
Ironweed
habitats.
Low
likelihood for
indirect/distu
rbance
effects to
wetlands and
woodlands
after
implementati
on of
mitigation
measures.
Location. As Pilette Road is not part of the Project Location, no works
related to the Project would be permitted.
Maximize the distance of all construction equipment used from significant
features; operate machinery in the Project Location areas only.
Develop and implement a stormwater management plan which maintains
pre-construction surface water flows to adjacent lands (quantity, quality,
infiltrations, conveyance patterns and seasonality of water flow).
All construction equipment used for the Project should enter the site clean
and free of debris. Construction equipment will be visually inspected prior
to first entry into the active construction area for evidence of plant
material. If the construction equipment leaves the airport property
during the construction phase, it is to be re-inspected prior to resuming
work within the active construction area.
Design roads to promote infiltration (e.g. use of gravel materials).
Re-vegetate cleared lands with native grassland species and/or ensure the
project location naturally re-vegetates.
If dewatering of cable trenches is necessary, direct all discharged water
away from significant wildlife habitat.
Spill containment structures will be constructed at the substation transformer.
Contingency measures, including a spill response plan will be developed
and implemented as required.
Use Best Management Practices to prevent impacts to wildlife within the
area.
Incidental habitat for wildlife that may occur along the drains will not be
disturbed as there will be a 30 m setback from the drains to the perimeter
fence and any construction activities. This will serve to preserve natural
dispersal routes in the general area of the Project.
Erosion and sediment control measures (i.e., silt fence) will be installed
along the drains and around the Project Location boundary to deter
wildlife (specifically Snapping Turtles, but also other wildlife) from entering
the construction site during construction and decommissioning.
Minimize impacts to any breeding birds (April 1 to August 31) by clearing
Project Location
to be monitored
regularly to
ensure re-
vegetation post-
construction.
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Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
naturalized vegetation outside of the breeding bird season. Should any
clearing be required during the breeding bird season, nest searches
conducted by a qualified person must be completed 48 hours prior to
clearing activities. If nests are found, works within an appropriate
determined buffer (dependent on species) will cease until nest has
fledged. If no nests are present, clearing can occur. This is in accordance
with the federal Migratory Bird Convention Act.
The construction workforce will be educated on local wildlife that may be
encountered on the Project Location and will be instructed to take
measures for avoiding wildlife. A protocol will be provided to contractors
to follow in the event wildlife in encountered. This protocol will include
specific measures for dealing with turtles, breeding birds and other
wildlife.
Any wildlife located within the Project Location will be re-located to an
area outside the Project Location (and into an area of appropriate habitat)
as necessary.
Water Bodies
Vegetation clearing and grading may
increase surface runoff and soil
mobilization may impact receiving
water bodies.
Lappan Drain
McGill Drain
Low Low. An erosion and sediment control plan will be developed for the site. This
plan will include standard erosion and sediment control measures such as
silt fencing, erosion control blankets and/or hay bales, etc.
Appropriate ESC measures are implemented prior to and during
construction.
ESC controls are maintained during the construction phase.
Minimize changes in land contours and maintain natural off-site drainage
patterns where possible; Develop grading and water flow management plans
to emulate pre-construction conditions.
Operate machinery in the areas designated for construction only.
Vegetation to be planted adjacent to the water body will be maintained as
natural buffers.
At areas
where ESC
controls are
constructed.
Check to occur
regularly and/or
after rain events
greater than 10
millimetres until
vegetative cover
is established.
All breaches to ESC controls will be
repaired within 24 hours of notification.
If during the routine checks it is
determined that ESC controls are not
sufficient, all work will stop until
appropriate ESC controls can be
established.
Temporary water takings during
installation of underground project
components may affect local
Lappan Drain
McGill Drain
Low Low. ESC
measures will
mitigate
excess
Control the rate and timing of water pumping. Pump water onto vegetated
surfaces if possible or into a temporary retention basin. If possible, restrict
groundwater taking to low flow time periods and to less than 50,000 litres
Where
installation
requires
temporary
Once during
construction/
during
installation of
If temporary water takings cause
increased soil mobilization or surface run-
off in areas of exposed soil, temporary
water takings activities will be stopped
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Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
hydrological regime (groundwater).
Overland dispersal of water during
temporary water takings may increase
surface runoff.
overland
runoff from
temporary
water takings
activities. No
permanent
impacts to
the water
table are
anticipated.
Water takings
to be <50,000
L/day.
per day.
Implement ESC measures and monitor/report as indicated above.
Any temporary water takings activities required during installation of project
components will be controlled to ensure pumped water re-infiltrates the
ground without causing increased run-off.
water takings. project
components.
until a solution can be implemented. If
water taking needs to exceed 50,000
L/day, the MOECC will be consulted.
Installation of underground cable under
water bodies by directional drilling may
cause:
Potential for drilling mud to escape
into water bodies as a result of a
spill, tunnel collapse or rupture of
mud to the surface (i.e., frac-out).
Disturbance of riparian vegetation.
Potential for increased
sedimentation and erosion of water
bodies.
Potential for loss of aquatic habitat
and/or species; drilling mud may
impact water quality and/or fish
habitat.
Lappan Drain
McGill Drain
Low Low Adherence to DFO’s Ontario Operational Statement for High-Pressure
Directional Drilling, including incorporation of the Measures to Protect Fish
and Fish Habitat when High-Pressure Directional Drilling as outlined in the
Operational Statement.
Adherence to appropriate fisheries timing windows, as provided by
ERCA/DFO.
A geotechnical assessment will be conducted to reduce the risk of frac-out
by proper assessment practices and drill planning and execution.
Careful monitoring of the drilling and preparation of appropriate emergency
frac-out response and contingency plans, and equipment.
Riparian vegetation to be removed only where necessary for drilling
operations.
At
entrance/exit
pits and
downstream
of where
drilling path
occurs below
water bodies.
Throughout
drilling activities.
Prepare and implement appropriate
emergency frac-out response and
contingency plans, as well as equipment.
Notification of MOECC (Spills Action
Centre) and ERCA in the event of a frac-
out.
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Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
Storage and use of construction
materials and equipment may introduce
soil run-off or other substances into
receiving water bodies.
Lappan Drain
McGill Drain
Low Low. Construction equipment and materials will be primarily stored in the
construction laydown area. No equipment or materials will be stored within
30 metres of a water body.
Operate machinery in the areas designated for construction only.
Efforts will be made to avoid tracking soil from the Project Location onto
municipal roads.
Vegetation to be planted adjacent to the water body will be maintained as
natural buffers.
Municipal
roads and the
construction
laydown area.
During the
construction
phase.
If soil is mobilized onto municipal roads
by equipment, road sweeping efforts will
move soil away from water bodies.
Air, Odour and Dust
Deposition of dust on adjacent lands.
Neighbouring land uses. Low Low Vehicle idling will be limited where possible.
Equipment will be maintained in good working order.
Vehicular traffic will be minimized in areas of exposed soils and high traffic
areas will be stabilized with fresh gravel.
Gravel roads will be watered down during construction as needed to reduce
dust.
Construction activities causing increased odour or dust will be carried out in
accordance with all applicable regulations and standards.
N/A
N/A
N/A
Odour nuisance. Neighbouring landowners.
Noise
Noise disturbance. Neighbouring landowners. Moderate Low Vehicle idling will be limited, where possible.
Noise levels within the City of Windsor are governed by Bylaw 6716.
Construction activities resulting in noise emissions will typically take place
during normal business hours. Should work need to be conducted on
weekends, this work will be done in accordance with local regulations and
policies to minimize disturbance to the surrounding community.
All equipment will be maintained in good working order, with muffler
devices, where appropriate.
Any noise complaints will be investigated as discussed in the
Communications Plan (see the Design and Operations Report).
N/A N/A Documentation of any complaints as
outlined in the Design and Operations
Report (Section 8.3.2) and follow up as
required.
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Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
Land Use and Resources
Removal of land from agricultural
production.
Land use at the Project
Location.
High Moderate N/A
N/A N/A Lands could be restored to their pre-
construction condition, or a similar state
at the time of decommissioning and
adjacent lands will most likely continue to
be farmed.
Visual impact. Neighbouring landowners.
Approaching air traffic.
Low Low Significant setbacks from all neighbouring landowners have been applied.
Panels will have geometric configuration relative to the sunlight path and
anti-reflective coatings to mitigate glare conditions.
Landscaping as required to minimize view of Project Location.
N/A N/A N/A
Provincial and Local Infrastructure
Periodic traffic disruption. Division Road, Jefferson
Boulevard, Lauzon Parkway,
Pillette Road
Moderate Low A Traffic Management Plan will be prepared during detailed design in
consultation with the City.
N/A N/A N/A
Disruption to Airport operations. Airport infrastructure. Low Low Construction activities will take place in accordance with any requirements
from YQG and NAV CANADA.
N/A N/A N/A
Damage to local roads. Division Road, Jefferson
Boulevard, Lauzon Parkway,
Pillette Road
Moderate Low Roads will be returned to or maintained at pre-construction condition. N/A N/A N/A
Temporary power outages to local
customers during commissioning of the
facility.
Neighbouring landowners
and local community.
Low Moderate Any mitigation measures to minimize outages will be undertaken by Hydro
One.
N/A N/A N/A
Public Health and Safety
Noise, vibration and equipment
emissions.
Neighbouring landowners
and other members of the
community.
Moderate Low The Project will comply with the Occupational Health and Safety Act
regulation requirements during the construction phase.
N/A N/A N/A
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Potential Effect Affected Feature(s) or
Environmental
Component Likelihood Magnitude Mitigation Measures
Monitoring4
Contingency Measures Monitoring
Location
Frequency and
Duration
Injury or death to construction workers
or members of the public due to
accidents related to construction
equipment or traffic.
Construction workers.
Neighbouring landowners
and other members of the
community.
Low High All equipment will be operated by licensed contractors.
All construction activities will be conducted by licensed contractors in
accordance with required standards and codes. All activities will abide by
local laws and regulations.
The contractor will create a site-specific health and safety plan. The
contractor will also provide job safety assessment information prior to
construction start up.
All equipment will be maintained in good working order.
The Project Location will be under surveillance during construction and a
fence with locked gates will be installed to ensure public safety. Restricted
areas will also be flagged, as appropriate.
The Project will have a fire prevention and response plan.
Windsor Solar LP will work with YQG and local fire department to develop a
fire prevention plan for the Project Location that includes the construction
phase. This plan will be outlined in the Emergency Response and
Communications Plans. (See the Design and Operations Report).
An Emergency Response and Communications Plan will be prepared in the
event of an emergency on the site and will provide key contact information
for relevant responders, regulators, landowners and other stakeholders.
N/A N/A Implementation of a site-specific health
and safety plan Emergency Response and
Communications Plans.
Fires (electrical, wildfire, etc.) at the
Project Location during construction.
Construction workers.
Neighbouring landowners
and other members of the
community.
Municipal firefighters.
Low
Low
Low
Moderate
Low
Moderate
N/A N/A Implementation of Emergency Response
and Communications Plans.
Areas Protected Under Provincial Plans and Policies
No potential negative effects are anticipated to the Greenbelt Protected Countryside, Greenbelt Natural Heritage System and/or Lake Simcoe Watershed
N/A – Not Applicable
Windsor Solar Project Construction Plan Report
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7. CONCLUSIONS
This Construction Plan Report has been completed to fulfill regulatory requirements as mandated by the
provincial government for the development of the Project. This report is consistent with the provisions
of Ontario Regulation 359/09 for a Class 3 Solar Facility.
Sufficient fieldwork and data collection was performed to assist in the determination of potential
construction effects to environmental and social features. Various mitigation measures to manage
these potential effects have been identified. Significant adverse effects from construction activities to
the natural and social environment will be avoided through careful facility layout planning, the
application of appropriate mitigation measures, and adherence to all regulatory requirements.
The overall conclusion of this Construction Plan Report is that the Project can be constructed without
any significant adverse residual effects to the natural or social environments.