ballantry homes inc.

Transcription

BALLANTRY HOMES INC.
Scoped Environmental Impact Study
April 2014
2390 Khalsa Gate, Oakville, Ontario
Project No.L09-488
COLE ENGINEERING GROUP LTD.
[ Month Year ]
MONTH YEAR
HEAD OFFICE
GTA WEST OFFICE
70 Valleywood Drive
Markham, ON CANADA L3R 4T5
T. 905.940.6161 | 416.987.6161
F. 905.940.2064 | www.ColeEngineering.ca
150 Courtneypark Drive West, Unit C100
Mississauga, ON CANADA L5W 1Y6
T. 905.364.6161
F. 905.364.6162
Ballantry Homes Inc.
Updated Scoped EIS for 2390 Khalsa Gate, Oakville, Ontario
Table of Contents
1.0
Introduction........................................................................................................................1
2.0
Scope of Study ....................................................................................................................1
3.0
Proposed Development ......................................................................................................2
4.0
Applicable Planning Regulations, Policies and Acts.......................................................2
4.1. Town of Oakville Official Plan............................................................................................ 2
4.2. The Halton Regional Official Plan...................................................................................... 3
4.3. Provincial Policy Statement ................................................................................................ 3
5.0
Physical Description...........................................................................................................3
5.1. Physiography and Topography........................................................................................... 3
5.2. Geology and Hydrogeology ................................................................................................. 4
5.2.1. Bedrock Geology ................................................................................................................ 4
5.2.2. Surficial Geology and Soils ................................................................................................ 4
5.2.3. Site Specific Geological Information.................................................................................. 4
5.2.4. Groundwater ....................................................................................................................... 5
5.2.5. Well Records....................................................................................................................... 5
5.3. Land-Use & Land Cover ..................................................................................................... 5
5.4. Natural Heritage Features................................................................................................... 6
5.5. Terrestrial Environment ..................................................................................................... 7
5.6. Aquatic Environment........................................................................................................... 8
6.0
Environmental Impact Assessment ..................................................................................8
6.1. Potential Direct Impacts ...................................................................................................... 8
6.1.1. Loss of Significant or Sensitive Wildlife Habitat or Vegetation ........................................ 8
6.1.2. Loss of Aquatic Habitat ...................................................................................................... 8
6.1.3. Other Direct Effects ............................................................................................................ 9
6.2. Potential Indirect Impacts................................................................................................... 9
6.2.1. Changes to Groundwater Quantity and Quality.................................................................. 9
6.2.2. Changes to Surface Water Quantity and Quality ................................................................ 9
6.2.3. Indirect Impacts on Adjacent Vegetation or Wildlife......................................................... 9
7.0
Summary.............................................................................................................................9
LIST OF TABLES
Table 1
Table 2
NHIC Species of Concern.........................................................................................................................7
ELC Vegetation Communities..................................................................................................................7
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LIST OF FIGURES
Figure 1.
Figure 2.
Figure 3.
Figure 4.
Figure 5.
Figure 6.
Figure 7.
Figure 8.
Site Location Map
Physiography
Local Topography
Bedrock Geology
Surficial Geology
Surficial Soil
MOE Water Well Records
Areas of Natural Significance
LIST OF APPENDICES
APPENDIX A – SUPPORTING FIGURES
Schedule N Palermo Village Land Use
APPENDIX B – DATA BASE SEARCHES
MOE Well Records
NHIC
APPENDIX C – ECOLOGICAL LAND CLASSIFICATION FIELD STUDY
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1.0
Introduction
Cole Engineering Group Ltd. (CEG) was retained by Ballantry Homes Inc. to conduct a Scoped
Environmental Impact Study (EIS) of the property recognized as 2390 Khalsa Gate, Oakville,
Ontario (herein referred to as the Site). The legal description of the Site is defined as Block 134
on Plan 20M-930 designated as Part 3 on Plan 20R-15670.
The Site is bounded by Pine Glen Road to the north, Old Bronte Road to east, Khalsa Gate to the
south, and Bronte Road to the west. Refer to Figure 1 for the Site location. There are no
buildings on the Site and predominant cover consists of grasses and shrubs. Currently, the Site is
surrounded by residential lands to the north, east, and west. The immediate land to the south of
the Site is vacant. An aerial photo of the area is provided in Figure 1. The total Site area is
approximately 1.96 hectares.
The purpose of the Scoped EIS is to identify, evaluate, and provide recommendations to mitigate
the impacts of development in the study area on the natural environment. Natural heritage
features which are to be considered as part of the assessment includes areas of natural
significance (ANSI), linkages, wildlife, vegetation communities, and other environmental
features and their functions.
This study is complemented by CEG’s Storm Water Management (SWM) Report, Phase I
Environmental Site Assessment (ESA) Report, and Functional Servicing Report (FSR) which are
submitted under separate cover.
2.0
Scope of Study
The Scoped EIS study is based on the key objectives as outlined by Conservation Halton’s
Environmental Impact Study Guidelines, dated November 2005. The terms of reference were
modified to take into consideration site specific characteristics of the subject site and its
surrounding land-use.
The lands surrounding the Site are mostly developed for residential land-use and preliminary
investigations have not identified any natural heritage features on the Site. A considerable
amount of previous environmental work has been conducted in the study area as part of the
developments in the surrounding area.
As part of this assessment, the following tasks were performed:
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Reviewed physical characteristics of the Site and surrounding area;
Considered the potential application of planning regulations, policies and Acts;
Inventoried terrestrial and aquatic environmental features and functions of the Site
including any vegetation communities, wetlands, woodlands, and fish habitat;
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Searched for ANSIs, environmentally sensitive areas (ESAs), and natural heritage
features associated with the Site;
Assessed the potential for environmental effects due to the proposed development; and
Recommended mitigation measures to address impacts of the proposed development on
environmental features and functions.
Key documents which were used to form the basis for the assessment include:
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3.0
Fourteen Mile Creek Main and West Branches Subwatershed Plan, Philips Engineering
Ltd., dated June 2000;
Water well records obtained from the Ministry of the Environment;
Natural features mapping obtained from Land Information Ontario, Ministry of Natural
Resources;
Livable Oakville, Town of Oakville Official Plan, dated 2009;
The Halton Regional Official Plan, dated 2009; and
The Provincial Policy Statement, dated April 2014.
Proposed Development
The proposed development will include 123 townhouse units as well as a 10-story apartment
building with 248 units, for a total of 371 units. The apartment building will be serviced with two
(2) levels of underground parking. Refer to the FSR for a detailed description of the proposed
development.
4.0
Applicable Planning Regulations, Policies and Acts
The EIS was completed to assess the environmental features and function of the Site as outlined
in the following applicable environmental policy frameworks:
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4.1.
Livable Oakville, The Town of Oakville Official Plan (OP), dated 2009;
The Halton Regional Official Plan, dated August, 2009; and
The Provincial Policy Statement, dated April 2014.
Town of Oakville Official Plan
Livable Oakville, The Town of Oakville Official Plan (OP), dated 2009 was established to
govern the physical development of the town. Through the promotion of controlled and orderly
physical, social, and economic growth, the OP strives to protect the environment, and ensure the
health and safety of the townspeople.
The OP consists of clearly defined goals and objectives for Greenlands and Environmental
Management, included in Part B Sections 8 and 9 of the plan, respectively. Additional text
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relevant to the EIS include the Town’s general policies for Environmental Management (Part C
Section 10), land use policies for Urban Centre (Part D Section 12.4), and the Palermo Village
Community special study area (Part E Section 22). Land Use in Palermo Village is presented in
Appendix A.
4.2.
The Halton Regional Official Plan
Similar to the purpose of the OP, the Halton Regional Official Plan (HOP) provides direction as
to how physical development should take place in the Halton Region to meet the current and
future needs of its people.
The HOP’s goal for Environmental Quality is to achieve a high-quality environment, for present
and future generations that will sustain life, maintain health and improve the quality of living.
Goals relating to the Environmental Quality of Halton Region are presented in Part IV of the
HOP.
4.3.
Provincial Policy Statement
The purpose of the Provincial Policy Statement (PPS) is to provide direction for appropriate land
development while protecting resources of provincial interest, public health and safety, and the
natural environment. Section 2.0 of the PPS (Wise Use and Management of Resources),
identifies objectives for management of natural heritage features and water resources.
As stated in the PPS, natural features shall be protected for the long-term. Development and
alteration shall not be permitted on the site and adjacent lands with habitat for endangered
species and threatened species or significant wetlands, unless it is determined that there will be
no negative impacts on the natural features or on their ecological functions.
5.0
Physical Description
5.1.
Physiography and Topography
A map of the physiography of the area indicates that the Site is located on drumlinized till plains
as seen in Figure 2. According to Chapman and Putnam, 1984, the Site is located within the
South slope physiographic region, which is a narrow band located between Lake Ontario and the
Oak Ridges Moraine. The South slope contains a variety of soils which are more clayey in the
location of the Site, and are considered to be excellent for agricultural use.
Topographic data of the Site and adjacent lands indicate that the land gently slopes downward in
a southerly direction as seen in Figure 3.
L09-488 (April 2014)
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5.2.
Geology and Hydrogeology
5.2.1. Bedrock Geology
The bedrock below the Site is considered to be of the Queenston Formation of the Upper
Ordovician period and is shown in Figure 4. According to Hewitt, 1972, the Queenston
Formation consists of red shale and is about 800 feet thick at St. Catharines, but thins northward
to about 160 feet in the Bruce Peninsula.
From subsurface information obtained from Ecolog ERIS’s Water Well Information System
search (completed in 2010), it is estimated that the bedrock on the Site is located about 3 meters
below ground surface.
5.2.2. Surficial Geology and Soils
The surficial geology in this area, Figure 5, consists of thin glaciolacustrine- derived silty to
clayey till deposits which varies from silts and clays to fine sand to gravel.
A map indicating the surficial soils of the Site is seen in Figure 6. According to Gillespie et al.,
the surficial soils found on the Site are Oneida Clay Loam and Bottom Land. The following are
abbreviated descriptions of each soil type according to Gillespie et al:
•
•
The Oneida soils are the moderately well-drained members of the Oneida catena and
generally occur in association with the imperfectly drained Chinguacousy and poorly
drained Jeddo soils. These soils have developed on fine textured glacial till. The till is
largely composed of ice-ground materials from the underlying Ordovician rock
formations.
Bottom land is the flat, frequently flooded land found adjacent to some streams. The
Bronte and Oakville Creeks in Halton County meander across a relatively level clay
plain. The volume of water carried by these streams fluctuates widely, the streams
having cut wide and sometimes deep beds. These streams often run full in springtime
but by midsummer occupy a small portion of the bed. The recent flood deposits
occurring on such locations are mainly fine sand and silt. The color is a dark grayish
brown with little horizonation.
5.2.3. Site Specific Geological Information
A geotechnical report was prepared for the subject Site in 2009 by Soil Engineers Ltd. The
deepest borehole extended 10.8 m below ground surface (bgs) whereas the majority of boreholes
reached 6.2 m bgs. In most boreholes, the top 4.5-6 m consisted of silty clay till underlain by
weathered shale bedrock.
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5.2.4. Groundwater
No groundwater was observed during the geotechnical investigation conducted in 2009 by Soil
Engineers Ltd. The geotechnical report indicated that the water table likely occurs below the
investigated depths. The main water bearing units in the area are mostly attributed to coarse
grained units and the underlying fractured bedrock system. Groundwater flow in this region
typically flows in a southeasterly direction towards Lake Ontario. Local shallow groundwater
likely reflects topography and flows in a south-westerly direction, towards a tributary of
Fourteen Mile Creek.
5.2.5. Well Records
A search request for water wells was placed with the Ministry of the Environment for a 1
kilometer radius around the Site. The search resulted in 166 water wells in the area. Well records
from the search are located in Appendix A. A location map for all wells in the area can be seen
in Figure 7. The following is a summary of well use as reflected in the search:
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46 well have been abandoned
45 wells used for monitoring purposes
38 wells used for domestic purposes
10 wells used for unknown purposes
8 wells used for commercial purposes
5 wells used for public purposes
5 wells used for other purposes
3 wells used for livestock purposes
3 wells used for test hole purposes
1 wells used for industrial purposes
2 wells are not used
MOE water well records identified a well within the boundaries of the subject site, about 150 m
from the south east boundary corner. The available well details indicate that the well was 46 feet
deep and was used for water supply, but is identified as unfinished. No other information is
available regarding the well and none were identified during the site visit.
5.3.
Land-Use & Land Cover
The Site is presently not occupied by any structures, nor is it used. The predominant ground
cover consists of grasses and shrubs. The Site is surrounded by residential lands to the north,
east, and west. The land immediately to the south of the Site is vacant. An aerial photo of the
area dated 2010 is provided in Figure 1. The total Site area is approximately 1.96 hectares.
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The Site is designated “Urban Centre” in the Town of Oakville Official Plan (OP) as shown in
Appendix A. According to the OP, the “Urban Centre” designation represents the key
development area within the Palermo Village Centre, a lively and active mixed use district.
5.4.
Natural Heritage Features
Greenbelt Plan
The Greenbelt Plan, published by the Ministry of Municipal Affairs and Housing in February
2005, identifies development constraints in order to protect agricultural lands and the associated
ecological features and functions occurring on this landscape.
The Site is situated outside of the Greenbelt, within settlement areas.
Environmentally Sensitive Features
Considerable environmental mapping has been prepared by the Town of Oakville Official Plan
(OP), the Halton Regional Official Plan (HOP), and the Fourteen Mile Creek Main and West
Branches Subwatershed Plan prepared by Philips Engineering in June 2000 (Subwatershed
Report). The documents indicate that the Site is void of any natural heritage features including
valley lands, watercourses, woodlots, natural wildlife corridors, ANSIs, wetlands, and ESAs
(refer to Appendix B).
The Subwatershed Report shows the Site to be void of any terrestrial habitat and is considered a
“cultivated agricultural field”. A “poorly defined channel (not fish habitat)” was identified as
bisecting the Site. This corresponds with the drainage swale observed on site; however, it is
positioned closer towards the western property boundary.
National Heritage Information Centre
The National Heritage Information Centre (NHIC) was queried for areas of natural significance
for a 1 kilometer radius around the Site. Results of the query are shown on Figure 8. The search
resulted in no areas of natural significance on-Site and did not identify any wetlands within the 1
kilometer radius. The search resulted in the identification of wooded areas to the northeast,
northwest and southwest of the Site. The Site is approximately 200m northeast of a small water
body and is approximately 300m from three different tributaries of the Fourteen Mile Creek.
Species At Risk
The National Heritage Information Centre (NHIC) was queried for areas of natural significance
for a 1 km radius around the Site. The search identified the following species of concern within 1
km (see Table 1).
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Table 1
NHIC Species of Concern
Scientific Name
English Name
Committee on the
Status of Endangered
Wildlife in Canada
(COSEWIC) Status
Species At Risk
in Ontario
(SARO) Status
SC
SC
Lampropeltis triangulum
Milksnake
Gomphus descriptus
Harpoon Clubtail
Not listed
Not listed
Sternotherus odoratus
Eastern Musk Turtle
SC
THR
Ammodramus henslowii
Henslow's Sparrow
END
END
Chelydra serpentina
Snapping Turtle
SC
SC
Stylurus spiniceps
Arrow Clubtail
Not listed
Not listed
Mertensia virginica
Virginia Lungwort
Not listed
Not listed
Crataegus pruinosa var. dissona
Northern Hawthorn
Not listed
Not listed
Linum virginianum
Woodland Flax
Not listed
Not listed
Colinus virginianus
Northern Bobwhite
END
END
Cornus florida
Eastern Flowering Dogwood
END
END
Sturnella magna
Eastern Meadowlark
THR
THR
Coregonus reighardi
Shortnose Cisco
END
END
Clinostomus elongatus
Redside Dace
END
END
Sphenopholis nitida
Shiny Wedge Grass
Not listed
Not listed
Podiceps grisegena
Red-necked Grebe
NAR
NAR
Crataegus brainerdii
Brainerd's Hawthorn
Not listed
Not listed
Nycticorax nycticorax
Black-crowned Night-heron
Not listed
Not listed
5.5.
Terrestrial Environment
A Site visit was conducted on April 1, 2014 to assess the terrestrial ecology of the Site and
immediately surrounding lands. The terrestrial assessment included mapping of Ecological Land
Classification (ELC) vegetation communities and confirming soil characteristics. Field results
are included in Appendix C.
The Site consisted of several species of Vascular and Herbaceous vegetation.
Table 2
ELC Vegetation Communities
ELC Information
CUM
Description
Queen Anne's Lace, Kentucky Blue Grass, Goldenrod, Teasel
Based on the Site observations, the Site is classified as a Cultural Meadow with two small cattail
mineral shallow marsh inclusions.
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5.6.
Aquatic Environment
The Site is void of water bodies and aquatic life. A small drainage ditch runs just outside of the
east boundary of the Site. Minor ponding was evident on the south portion of the Site and along
the west boundary of the Site. The property is drained by an outlet located on the west side of the
Site.
6.0
Environmental Impact Assessment
The following section serves to analyze the findings of the study and present recommendations
of how to proceed with mitigating the potential impacts of development. With any given
development, typical implications could include impairing surface water and groundwater
quantity and quality, and disturbing terrestrial and aquatic habitat, and disrupting other
ecological functions.
The analysis presented in this section has been categorized as Potential Direct Impacts and
Potential Indirect impacts. The Potential Direct Impacts are considered to be immediate
alterations that occur as part of the construction process. Potential Indirect Impacts are
categorized as issues that are less obvious and whose impacts may occur over longer periods of
time.
6.1.
Potential Direct Impacts
6.1.1. Loss of Significant or Sensitive Wildlife Habitat or Vegetation
The Site is comprised of former agricultural fields and limited cultural vegetation communities.
A field assessment and classification of animal habitat showed that the Site provides limited
sensitive wildlife habitat. In addition to this, adjacent lands have been developed and are poor in
terms of supporting any wildlife habitat.
Based upon these facts, CEG is of the opinion that there will be no loss of significant or sensitive
wildlife habitat or vegetation as a result of this development application.
6.1.2. Loss of Aquatic Habitat
As mentioned in this EIS, the Site is void of water bodies and aquatic life. A small drainage ditch
runs just outside of the east boundary of the Site. Minor ponding was evident on the south
portion of the Site and along the west boundary of the Site.
Based upon this fact, CEG is of the opinion that the proposed development will not result in a
loss of fish habitat.
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6.1.3. Other Direct Effects
Impacts due to the construction process are not anticipated to be an issue due to the lack of onsite and surrounding natural heritage features.
6.2.
Potential Indirect Impacts
6.2.1. Changes to Groundwater Quantity and Quality
According to the Fourteen Mile Creek Main and West Branches Subwatershed Plan, the study
area is covered by relatively low permeability overburden which provides limited infiltration.
Also, the groundwater found in the Queenston shale, which currently may be used for private
water supply, generally provides poor quantity and quality of water. The surrounding area is
serviced by lake based municipal supply and it is likely that additional use will not impact the
quantity or quality of the existing water supply. Hence, CEG is of the opinion that no significant
ground water influences should occur due to the proposed development.
6.2.2. Changes to Surface Water Quantity and Quality
As discussed in the FSR, stormwater quantity and quality issues are to be addressed using
existing stormwater management facilities. It was concluded that on site quantity and quality
controls were not required.
The Site was found to be void of any water courses and is currently drained by a water outlet
located on the west boundary of the Site. Since the Site does not contribute to any surface water
bodies, changes to any surface water bodies are not anticipated.
6.2.3. Indirect Impacts on Adjacent Vegetation or Wildlife
Due to the land use surrounding the Site, there will be no direct or indirect impacts on significant
or sensitive vegetation communities.
7.0
Summary
The environmental assessment for the Site did not identify any natural heritage features
including valley lands, watercourses, woodlots, natural wildlife corridors, ANSIs, wetlands, and
ESAs. Several tributaries of Fourteen Mile Creek were found within a 1 km radius of the Site,
the closest of which is about 400 meters west of the Site. Several woodlots are also located
within 1 km of the Site. These systems are classified as part of the Greenlands System in the
HOP.
Potential Direct Impacts are not anticipated since the subject site is not considered
environmentally sensitive or core terrestrial habitat. Similarly, minimal Potential Indirect
Impacts are anticipated since the development will not significantly affect the surface water and
groundwater water balance.
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Figures
Scoped Environmental Impact Study – 2390 Khalsa Gate, Oakville, ON
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6
Project No:
L09-488
Drawn By:
JM
Checked by:
TL
Date:
April 2014
R
®
3R
EG
R
25
HW
Y4
07
D
BR
O
N
TE
R
LI
N
E
D
HW
Y
40
7
O
LD
D
AL
SA
G
AT
E
UP
PE
R
M
ID
D
LE
RD
W
KH
0
ST
E
AS
AI
N
R
D
250
Legend
Site
Water Body
Watercourse
Roads
RD
ND
EM
NT
E
DU
TR
W
BR
O
500
Highway
Major Road
Local Road
1,000
Source: Google Earth Pro, 2014 (2009 image), Produced by
Cole Engineering under license from Ontario Ministry of
Natural Resources Copyright (c) Queen's Printer, 2010
Ministry of the Environment, Well Records Copyright (c)
Queen's Printer, 2010
m
MOE Wells
Monitoring/Test Hole
Commerical
Not Used
Industrial
Public
Domestic
Other
Livestock
Unknown
Ministry of the Environment Wells
Figure No.
7
Project No:
L09-488
Drawn By:
AO
Checked by:
TL
Date:
April 2014
R
®
3R
EG
R
25
HW
Y4
07
D
West North Oakville
North Oakville-Milton
West Wetland Complex
O
LD
BR
O
N
TE
R
D
LI
N
E
D
HW
Y
40
7
Species identified through NHIC search for 1 km radius
Milksnake (Lampropeltis triangulum )
KH
Harpoon Clubtail (Gomphus descriptus )
Eastern Musk Turtle (Sternotherus odoratus )
Henslow's Sparrow (Ammodramus henslowii )
AL
SA
G
AT
E
Snapping Turtle (Chelydra serpentina )
W
Arrow Clubtail (Stylurus spiniceps )
LE
RD
Virginia Lungwort (Mertensia virginica )
ID
D
Northern Hawthorn (Crataegus pruinosa var. dissona )
UP
PE
R
M
Woodland Flax (Linum virginianum )
Northern Bobwhite (Colinus virginianus )
BR
O
Eastern Flowering Dogwood (Cornus florida )
RD
AS
ST
NT
E
ND
Fourteen Mile Creek Valley
DU
Shortnose Cisco
TR (Coregonus reighardi )
EM
AI
Redside Dace (Clinostomus
elongatus )
N
E
R
Shiny Wedge Grass (Sphenopholis
nitida )
D
W
Eastern Meadowlark (Sturnella magnaa )
Red-necked Grebe (Podiceps grisegena )
Brainerd's Hawthorn (Crataegus brainerdii )
Black-crowned Night-heron (Nycticorax nycticorax )
0
250
Legend
Site
Roads
500
Water Body
Highway
Wooded Area
Local Road
Watercourse
Major Road
1,000
Source: Google Earth Pro, 2014 (2009 image)
Produced by Cole Engineering under license from Ontario Ministry
of Natural Resources Copyright (c) Queen's Printer, 2010. Ministry
of Natural Resources, Natural Heritage Information Centre, 2014
m
Areas of Natural Significance
Figure No.
8
Project No:
L09-488
Drawn By:
AO
Checked by:
TL
Date:
April 2014
Appendix A
Supporting Figures
L09-488
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
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X
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X
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X
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X
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X
X
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X
X
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X
X
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X
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X
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X
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X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PARKS AND OPEN SPACE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Refer to Part E, Palermo Village, Land Use Policies
ROAD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
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X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
BRONTE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MAIN STREET 2
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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X
X
X
X
X
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X
X
X
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X
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X
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X
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X
X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MEDIUM DENSITY RESIDENTIAL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
HIGH DENSITY RESIDENTIAL
TRAIL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
URBAN CENTRE
OAK
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LOW DENSITY RESIDENTIAL
DRIVE
NATURAL AREA
GRAND
X
X
X
X
X
X
BRONTE
X
X
South East
South West
X
X
X
X
X
X
X
X
X
X
X
X
X
GROWTH AREA BOUNDARY
ROAD
GLEN
PINE
Central
East
West
ROAD
407 North
WEST
STREET
DUNDAS
BUILT BOUNDARY
GE
VALLEYRID
OLD
SCHEDULE N
PALERMO VILLAGE
LAND USE
North West
North East
X
X
X
±
1:5,000
September 7, 2012
S:\DEPARTME\PLANNING\GIS DATA DEVELOPMENT\OFFICIAL PLAN\OP2008\
LIVABLE OAKVILLE MXD...SCHEDULE N.MXD
Appendix B
Database Search Results
L09-488
MOE Well Record
L09-488
MOE Well Records Search Results
Well ID
Easting
Northing
Concession
Lot
Contractor ID
Received
Final Status
Use 1
2802155
599389
4810439
1
29
1642
7/8/1952
Water Supply
Commerical
2802156
598998
4810034
1
30
1642
9/20/1951
Water Supply
Domestic
2802157
598768
4810227
1
30
1429
2/7/1955
Water Supply
Domestic
2802158
598821
4810168
1
30
1429
2/7/1955
Water Supply
Domestic
2802159
598877
4810122
1
30
1642
11/9/1954
Water Supply
Domestic
2802160
599001
4809991
1
30
1642
9/8/1955
Water Supply
Domestic
2802161
598908
4810090
1
30
1642
9/8/1955
Water Supply
Domestic
2802164
598793
4810220
1
30
1642
11/18/1958
Water Supply
Domestic
2802165
599115
4810093
1
30
4602
9/9/1960
Water Supply
Domestic
2802166
598811
4810173
1
30
4001
11/21/1961
Water Supply
Domestic
2802168
599117
4810293
1
30
4602
12/3/1963
Water Supply
Livestock
2802169
598725
4810289
1
30
4001
2/3/1964
Water Supply
Domestic
2802171
598946
4810058
1
30
4602
4/12/1966
Water Supply
Domestic
2802172
598730
4810289
1
30
4001
1/16/1968
Water Supply
Domestic
2802173
598981
4809878
1
31
5417
7/14/1959
Water Supply
Domestic
2802174
598975
4809956
1
31
1429
2/7/1955
Water Supply
Commerical
2802235
598765
4810273
1
30
1642
9/17/1954
Water Supply
Domestic
2802320
599455
4810380
1
29
2415
1/19/1953
Water Supply
Domestic
2802321
599393
4809720
1
30
1642
5/28/1954
Abandoned-Supply
2802322
599405
4809705
1
30
1642
5/28/1954
Abandoned-Quality
Not Used
2802323
599376
4809692
1
30
1642
19872
Abandoned-Quality
Not Used
2802324
599424
4809825
1
30
1642
19872
Abandoned-Quality
Not Used
2802325
599410
4809705
1
30
1642
19872
Water Supply
Public
2802326
599654
4809461
1
30
1642
19996
Water Supply
Domestic
2802327
599412
4809603
1
30
1642
19996
Abandoned-Quality
Not Used
2802328
600243
4808811
1
30
1642
20036
Water Supply
Domestic
2802329
599072
4809932
1
30
2909
20428
Water Supply
Commerical
2802330
599126
4809871
1
30
1642
20455
Water Supply
Industrial
2802331
599166
4809851
1
30
1642
20455
Water Supply
Commerical
2802332
599240
4809772
1
30
1642
20455
Water Supply
Domestic
2802333
599936
4809118
1
30
2309
20484
Water Supply
Domestic
2802337
599411
4809640
1
30
2309
24376
Water Supply
Domestic
2802339
598820
4809596
1
31
1642
19731
Water Supply
Domestic
2802340
599159
4809786
1
31
1429
20127
Water Supply
Domestic
2802341
598942
4809765
1
31
1642
20340
Water Supply
Domestic
2802342
599170
4809769
1
31
1642
20824
Water Supply
Domestic
2802343
599284
4809466
1
31
1642
21507
Abandoned-Quality
Not Used
2802344
599904
4809080
1
31
1308
22444
Abandoned-Quality
Not Used
2802345
599429
4809483
1
31
1642
21507
Water Supply
Public
2802346
599114
4809813
1
31
4602
22116
Water Supply
Domestic
2802347
599955
4809024
1
31
4602
22654
Abandoned-Supply
2802348
599781
4808799
1
31
4602
22654
Test Hole
Not Used
2802349
599236
4809178
1
31
5417
22710
Water Supply
Livestock
2802351
598798
4809568
1
32
1308
23652
Abandoned-Supply
2802352
598524
4809167
1
33
1642
19389
Water Supply
Domestic
2803182
599825
4809233
1
30
3637
25468
Water Supply
Domestic
2803613
599315
4809801
1
30
5417
26190
Water Supply
Public
2803748
599335
4810413
1
29
3637
26403
Water Supply
Commerical
2803928
598995
4809843
1
31
1663
26576
Water Supply
Domestic
2803929
599095
4809983
1
30
1663
26576
Water Supply
Domestic
2804021
598469
4809283
1
33
4005
26644
Water Supply
Domestic
2804639
599214
4809735
1
31
4602
27365
Abandoned-Supply
2804789
598502
4809015
1
33
4005
27673
Water Supply
Livestock
2804851
599011
4809916
1
31
2519
27873
Water Supply
Public
2805217
598995
4809923
1
31
4005
28649
Test Hole
2805218
598995
4809963
1
31
4005
28649
Water Supply
Commerical
2805219
599055
4809863
1
31
4005
28649
Water Supply
Commerical
2390 Khalsa Gate
Oakville, ON
L09-488
City
Use 2
Domestic
Domestic
Domestic
Well ID
Easting
Northing
Concession
Lot
Contractor ID
Received
Final Status
Use 1
2805737
599037
4810023
1
30
City
4602
29859
Water Supply
Domestic
2806106
598553
4809449
1
32
4005
30720
Water Supply
Domestic
2806344
598924
4810044
1
30
4005
31328
Water Supply
Domestic
2806373
599006
4809961
1
30
4005
31387
Water Supply
Domestic
2806416
598920
4810058
1
30
4005
31467
Water Supply
Domestic
2807384
599160
4810201
1
30
4005
32773
Water Supply
Domestic
2807805
599132
4809754
1
31
1660
33449
Water Supply
Domestic
2807863
599018
4809842
1
31
4552
33521
Water Supply
Commerical
2807864
599016
4809840
1
31
4552
33540
Abandoned-Supply
2808052
599102
4810148
1
30
4005
33899
2808262
599247
4809759
1
30
1660
34570
Water Supply
2809248
600121
4809726
1
29
4005
36784
Abandoned-Other
2809249
600121
4809726
1
29
4005
36784
Abandoned-Other
2809770
599368
4808732
1
32
3349
37823
Water Supply
2809876
599874
4809396
1
30
OAKUILLE
2576
38065
Abandoned-Other
Not Used
2809880
598880
4809701
1
31
PALERMO
4868
38077
Abandoned-Other
Domestic
2809927
599874
4809396
1
30
1660
38133
Abandoned-Other
Not Used
2810254
599524
4808581
15
31
OAKVILLE
7201
38505
Observation Wells
2810255
599127
4809333
1
32
7201
38505
Observation Wells
2810531
599780
4808591
1
31
OAKVILLE
7091
38834
Observation Wells
Not Used
2810673
599049
4809826
1
31
BRONTE
3349
39078
Abandoned-Other
Not Used
7039370
599648
4810540
1
29
OAKVILLE
1660
39098
Abandoned-Other
7047696
598845
4810126
1
30
OAKVILLE
1660
39302
Abandoned-Other
7047697
599740
4809264
1
30
OAKVILLE
1660
39302
Abandoned-Other
7047698
599759
4809246
1
30
OAKVILLE
1660
39302
Abandoned-Other
7101500
599210
4810259
OAKVILLE
1660
39470
7102285
599592
4810095
1
29
6988
39507
Test Hole
7102285
599316
4809990
1
29
6988
39507
Test Hole
Test Hole
7105545
598956
4809931
Oakville
6607
39594
Test Hole
Monitoring
7105545
598948
4809931
Oakville
6607
39594
Test Hole
Monitoring
7105546
598974
4809891
Oakville
6607
39594
Test Hole
Monitoring and Test Hole
7105546
598964
4809900
Oakville
6607
39594
Test Hole
7105546
598956
4809907
Oakville
6607
39594
Test Hole
7107062
598998
4809900
Oakville
6607
39624
Test Hole
Monitoring
7107062
598987
4809947
Oakville
6607
39624
Test Hole
Monitoring
7107062
598984
4809954
Oakville
6607
39624
Test Hole
Monitoring
7107062
599013
4809922
Oakville
6607
39624
Test Hole
Monitoring
7107062
599002
4809938
Oakville
6607
39624
Test Hole
Monitoring
7113789
598952
4809720
Oakville
6607
39744
Abandoned-Other
7113891
598875
4809945
Oakville
6607
39744
Abandoned-Other
7113891
598873
4809946
Oakville
6607
39744
Abandoned-Other
7113891
598979
4809944
Oakville
6607
39744
Abandoned-Other
7113891
598884
4809893
Oakville
6607
39744
Abandoned-Other
7113891
598880
4809889
Oakville
6607
39744
Abandoned-Other
7113891
598893
4809963
Oakville
6607
39744
Abandoned-Other
7113894
598996
4809685
Oakville
6607
39744
Test Hole
Monitoring
7113894
598971
4809649
Oakville
6607
39744
Test Hole
Monitoring
7113894
598983
4809664
Oakville
6607
39744
Test Hole
Monitoring
7113897
598948
4809931
Oakville
6607
39744
Abandoned-Other
7120486
598972
4809935
7122505
598770
4810195
7122832
599013
7122832
599013
7122832
Public
Domestic
Test Hole
Oakville
1660
39884
Abandoned-Other
Oakville
3349
39932
Abandoned-Other
4809904
Oakville
7241
39940
Test Hole
Other
4809931
Oakville
7241
39940
Test Hole
Other
599013
4809914
Oakville
7241
39940
Test Hole
Other
7122832
599013
4809946
Oakville
7241
39940
Test Hole
Other
7122832
599013
4809959
Oakville
7241
39940
Test Hole
Other
7124872
599351
4810297
1663
39996
Abandoned-Other
Not Used
7128691
598979
4809944
Oakville
6607
39533
Test Hole
Monitoring
7128691
598980
4809889
Oakville
6607
39533
Test Hole
Monitoring
1
2
2390 Khalsa Gate
Oakville, ON
L09-488
30
9
Use 2
Commerical
Well ID
Easting
Northing
City
Contractor ID
Received
Final Status
Use 1
7128691
598984
4809893
Concession
Oakville
6607
39533
Test Hole
Monitoring
7128691
598893
4809963
Oakville
6607
39533
Test Hole
Monitoring
7128691
598975
4809945
Oakville
6607
39533
Test Hole
Monitoring
7128691
598873
4809946
Oakville
6607
39533
Test Hole
Monitoring
7129277
598953
4809849
1
31
Oakville
2663
40064
Abandoned-Other
7129278
599019
4809841
1
31
Oakville
2663
40064
Abandoned-Other
Domestic
7132472
598943
4809710
Oakville
6607
40109
Test Hole
Monitoring
7132472
598954
4809701
Oakville
6607
40109
Test Hole
Monitoring
7132472
598950
4809691
Oakville
6607
40109
Test Hole
Monitoring
7132472
598974
4809700
Oakville
6607
40109
Test Hole
Monitoring
7132472
598959
4809723
Oakville
6607
40109
Test Hole
Monitoring
7134672
598496
4809025
Oakville
2663
40143
Abandoned-Other
7135552
599087
4809889
Oakville
6607
40154
Test Hole
Monitoring
7135552
599083
4809902
Oakville
6607
40154
Test Hole
Monitoring
7135552
599109
4809915
Oakville
6607
40154
Test Hole
Monitoring
7136481
598954
4809701
Oakville
6607
40168
Test Hole
Monitoring
7136481
598959
4809723
Oakville
6607
40168
Test Hole
Monitoring
7136481
598974
4809700
Oakville
6607
40168
Test Hole
Monitoring
7136481
598943
4809710
Oakville
6607
40168
Test Hole
Monitoring
7136481
598950
4809691
Oakville
6607
40168
Test Hole
Monitoring
7136481
598967
4809683
Oakville
6607
40168
Test Hole
Monitoring
7139558
598955
4809933
Oakville
1660
40217
Abandoned-Other
7151820
598992
4809918
OAKVILLE
6607
40445
Observation Wells
Monitoring
7151820
598979
4809907
OAKVILLE
6607
40445
Observation Wells
Monitoring
7151820
598968
4809910
OAKVILLE
6607
40445
Observation Wells
Monitoring
7151820
598985
4809934
OAKVILLE
6607
40445
Observation Wells
Monitoring
7159397
598454
4809364
Oakville
1660
40591
Abandoned-Other
Not Used
7160594
599303
4809625
Oakville
7268
40619
Abandoned-Supply
7160595
599305
4809626
7168404
599459
4810502
7170036
599101
4809938
7176197
598799
4809582
7180049
598550
7180050
598911
7180051
1
Lot
34
Oakville
7268
40619
Abandoned-Other
1
29
OAKVILLE
7407
40793
Abandoned-Other
Oakville
7215
40830
Test Hole
1
31
OAKVILLE
2663
40940
Abandoned-Other
4809279
Burlington
7501
41025
Abandoned-Other
4809727
BURLINGTON
7501
41025
Abandoned-Other
598721
4809507
Burlington
7501
41025
Abandoned-Other
7180770
598765
4809615
Oakville
7501
41040
Test Hole
Monitoring
7180772
598412
4809127
Burlington
7501
41040
Abandoned-Quality
Monitoring
7180773
599010
4809943
Monitoring
7181461
600419
4809260
7188637
600399
7199077
599127
7199078
Test Hole
Oakville
7501
41040
Test Hole
Oakville
7147
41051
Abandoned-Other
4809055
6946
41065
4809886
3349
41354
599122
4809987
3349
41354
7207853
599620
4809402
Oakville
7295
41529
7208299
599298
4810329
Oakville
7238
41541
Observation Wells
Monitoring
7208320
599351
4810061
Oakville
7238
41541
Observation Wells
Monitoring
7208321
599285
4810302
Oakville
7238
41541
Observation Wells
Monitoring
7208322
599371
4810392
Oakville
7238
41541
Observation Wells
Monitoring
7208323
599128
4810040
Oakville
7238
41541
Observation Wells
Monitoring
7213370
600078
4809075
7147
41626
1
2390 Khalsa Gate
Oakville, ON
L09-488
29
Monitoring
Use 2
NHIC
L09-488
NHIC Species at Risk Search Results
2390 Khalsa Gate
Oakville, ON
L09-488
Unique Identifier
(Element ID)
Family
Scientific Name
English Name
Srank
Committee on the Status of
Endangered Wildlife in
Canada (COSEWIC) Status
Species At Risk in Ontario
(SARO) Status
Last Observed
Kingdom
Class
Order
180770
Colubridae
Lampropeltis triangulum
Milksnake
S3
SC
SC
1940-06-05
Animalia
Reptilia
Squamata
181121
Gomphidae
Gomphus descriptus
Harpoon Clubtail
S3
-
-
1939-06-11
Animalia
Insecta
Odonata
180758
Kinosternidae
Sternotherus odoratus
Eastern Musk Turtle
S3
SC
THR
2001-06-21
Animalia
Reptilia
Testudines
180455
Emberizidae
Ammodramus henslowii
Henslow's Sparrow
SHB
END
END
1949-06-10
Animalia
Aves
Passeriformes
180745
Chelydridae
Chelydra serpentina
Snapping Turtle
S3
SC
SC
1994-00-00
Animalia
Reptilia
Testudines
181266
Gomphidae
Stylurus spiniceps
Arrow Clubtail
S2
-
-
1952-07-16
Animalia
Insecta
Odonata
149040
Boraginaceae
Mertensia virginica
Virginia Lungwort
S3
-
-
1982-05-26
Plantae
Magnoliopsida
Boraginales
82062
Rosaceae
Crataegus pruinosa var.
dissona
Northern Hawthorn
S3
-
-
1982-05-26
Plantae
Magnoliopsida
Rosales
84024
Linaceae
Linum virginianum
Woodland Flax
S2
-
1976-09-08
Plantae
Magnoliopsida
Malpighiales
180148
Odontophoridae
Colinus virginianus
Northern Bobwhite
S1
END
END
1904
Animalia
Aves
Galliformes
130010
Cornaceae
Cornus florida
Eastern Flowering
Dogwood
S2?
END
END
1993-00-00
Plantae
Magnoliopsida
Cornales
180473
Icteridae
Sturnella magna
Eastern Meadowlark
S4B
THR
THR
2001-6-24
Animalia
Aves
Passeriformes
180528
Salmonidae
Coregonus reighardi
Shortnose Cisco
SH
END
END
1915-11-08
Animalia
Actinopterygii
Salmoniformes
180552
Cyprinidae
Clinostomus elongatus
Redside Dace
S2
END
END
1998-06-01
Animalia
Actinopterygii
Cypriniformes
22596
Poaceae
Sphenopholis nitida
Shiny Wedge Grass
S1
-
-
1988
Plantae
Magnoliopsida
Poales
180046
Podicipedidae
Podiceps grisegena
Red-necked Grebe
S3B,S4N
NAR
NAR
1991-07-23
Animalia
Aves
Podicipediformes
82042
Rosaceae
Crataegus brainerdii
Brainerd's Hawthorn
S2
-
-
1981-09-07
Plantae
Magnoliopsida
Rosales
180071
Ardeidae
Nycticorax nycticorax
-
-
1936
Animalia
Aves
Pelecaniformes
Black-crowned Night-heron S3B,S3N
Appendix C
Ecological Land Classification Field Study
L09-488

ballantry homes inc.

Transcription

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