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71 WYNDHAM STREET SOUTH GUELPH, ONTARIO TREE PRESERVATION PLAN Prepared for: Tricar Development Inc. 3800 Colonel Talbot Road London ON N6P 1H5 (519)-652-8905 Prepared by: Stantec Consulting Ltd. 100-300 Hagey Boulevard Waterloo, ON N2L 0A4 (519) 579-4410 Project No. 1614-13363 September 26, 2017

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71 WYNDHAM STREET SOUTH

GUELPH, ONTARIO

TREE PRESERVATION PLAN

Prepared for:

Tricar Development Inc.

3800 Colonel Talbot Road

London ON N6P 1H5

(519)-652-8905

Prepared by:

Stantec Consulting Ltd.

100-300 Hagey Boulevard

Waterloo, ON N2L 0A4

(519) 579-4410

Project No. 1614-13363

September 26, 2017

Sign-off Sheet

This document entitled 71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO, TREE PRESERVATION PLAN

was prepared by Stantec Consulting Ltd. (“Stantec”) for the account of Tricar Development Inc.

(the “Client”). The material in it reflects Stantec’s best judgment with the best information available

at the time of preparation.

Prepared by

(signature)

Ms. Jennifer Koskinen, HBESfcon

ISA Certified Arborist ON-1234A

Phone: (519) 585-7442

Fax: (519) 579-8664

[email protected]

Reviewed by

(signature)

Mr. Tim McCormick, OALA, CSLA

Landscape Architect

Team Lead – Landscape Architecture Kitchener

ISA Certified Arborist ON-0899A

Phone: (519) 585-7451

Fax: (519) 579-8664

[email protected]

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

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Table of Contents

1.0 INTRODUCTION ...........................................................................................................1.1

1.1 EXISITING SITE .................................................................................................................. 1.1

2.0 METHODOLOGY ..........................................................................................................2.1

2.1 TREE CONDITION RATING .............................................................................................. 2.1

3.0 OBSERVATIONS AND ANALYSIS .................................................................................3.1

3.1 OBSERVATIONS ............................................................................................................... 3.1

3.2 ANALYSIS ......................................................................................................................... 3.1 3.2.1 Tree Impacts ................................................................................................. 3.1 3.2.2 Existing Trees in Poor Condition.................................................................. 3.1 3.2.3 Tree Protection Fencing .............................................................................. 3.2

4.0 CONSTRUCTION MITIGATION AND MANAGEMENT ..................................................4.1

4.1 CONSTRUCTION IMPACT ............................................................................................... 4.1 4.1.1 Potential Construction Impacts to Trees .................................................. 4.1 4.1.2 Soil Compaction and Root Damage ....................................................... 4.1 4.1.3 Mechanical Damage ................................................................................. 4.1 4.1.4 Root Damage .............................................................................................. 4.1

4.2 PROTECTING AND MANAGING TREES DURING CONSTRUCTION ............................. 4.2

5.0 DISCLAIMER .................................................................................................................5.1

LIST OF TABLES

TABLE 1. DETAILED TREE INVENTORY. LOCATED ON DRAWING L-901

LIST OF APPENDICIES

APPENDIX A – TREE MANAGEMENT PLAN, DRAWING L-900, AND L-901

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Introduction

September 26, 2017

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1.0 INTRODUCTION

Stantec Consulting Limited (Stantec) has been retained by Tricar Development Inc. to prepare a

Tree Preservation Plan (TPP) for the proposed future development at 71 Wyndham Street in

Guelph, Ontario. The TPP has been prepared to support the Site Plan Approval.

1.1 EXISITING SITE

The development site is currently an existing commercial property. The property is

approximately 0.38ha (0.94 acres). The site is bordered by Wyndham Street to the east, the

Speed River to the west, and existing residential property to the north includes an apartment

building, and a commercial property to the south. The development site includes two trees on

the property, with trees on City property to the west along the Speed River. The trees located on

the development include one located on the west edge of the property and the second tree is

located on the property line.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Methodology

September 26, 2017

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2.0 METHODOLOGY

The tree inventory and assessment was conducted by Mr. Brian Miller, Botanist, Terrestrial Ecologist,

on May 6th, 2017. The inventory and assessment include trees located within the property

boundary, and trees on adjacent lands that may be impacted by the development or proposed

grading work.

The detailed inventory data was collected for any trees 10 cm diameter at breast height (DBH)

and greater. Inventory data includes tree species, general health condition, DBH, and crown

reserve. Trees located within the property area were tagged with a numbered steel tree tag (i.e.,

trees #271, #272, #273 etc.). Trees that could not be physically tagged were provided an

identification letter, i.e ‘A’, B’, ‘C’ etc. The tree data has been compiled in the Table 1. Detailed

Tree Inventory, located in Appendix A, on drawing L-901.

The legal survey locations of trees have been identified on the Tree Management Plan (TMP),

Drawing L-900 located in Appendix ‘A’.

2.1 TREE CONDITION RATING

Outlined below are the detailed guidelines utilized for the classification of condition rating:

Excellent: (Vigour Class 6: Healthy)

No major branch mortality: crown is reasonably normal with less than 10% branch or twig mortality;

no signs of decay.

Good: (Vigour Class 5: Light Decline)

Branch mortality, twig dieback in 11-25% of the crown: broken branches or crown missing based

on presence of old snags is less than 26%; minor evidence of decay.

Fair: (Vigour Class 4: Moderate Decline)

Branch mortality, twig dieback in 26-50% of the crown: broken branches or crown area missing

based on presence of old snags is 50% or less; decay evident.

Poor: (Vigour Class 3: Severe Decline)

Branch mortality, 50% or more of the crown dead: broken branches or crown area missing based on

presence of old snags in more than 50%; decay resulting in high hazard assessment.

Dead: (Vigour Class 2: Dead due to Natural Causes)

Tree is dead, either standing or down: phloem under bark has brown streaks: few epicormic shoots

may be present.

Dead: (Vigour Class 1: Dead due to Human Causes)

Tree removed: tree has been sawed or girdled by human activity.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Observations and Analysis

September 26, 2017

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3.0 OBSERVATIONS AND ANALYSIS

3.1 OBSERVATIONS

The trees located in the west of the project area adjacent to the Speed River were natural

occurring and predominantly native tree species. Tree species included in the inventory are:

Manitoba Maple (Acer negundo), Norway Maple (Acer platanoides), Ash sp. (Fraxinus sp.),

Black Walnut (Juglans nigra), Crack Willow (Salix cf. euxina), Willow sp. (Salix sp.), White Elm

(Ulmus Americana).

3.2 ANALYSIS

3.2.1 Tree Impacts

Based on the proposed Site Plan and associated preliminary grading, the development has

been designed to maximize the development area. There will not be any tree removals

required to facilitate the development as the trees are located to the west and outside of the

grading and construction area.

The construction of the pathway that extends along the west of the site and the storm sewer

outlet to the Speed River may result in minor root impacts to tree ‘C’. However the root impact

will be minimal due to the location of the tree, and the extent of the dripline in relation to the

pathway and proposed construction. Tree ‘C’ is a Norway Maple, this species is considered

moderately tolerant to root loss. Tree #271 is also located adjacent to the future storm sewer

outlet; however this is a high stump with suckering shoots that make up the live crown. Impacts

to tree #271 is not a concern, removal is not anticipated for construction of the storm sewer as

the width of construction will be roughly 1.5 metres.

3.2.2 Existing Trees in Poor Condition

The following trees on City property adjacent to the pedestrian trail were noted in poor

condition; #271, #272, #277, #279, #280, #283, #285, ‘B’, ‘D’, ‘E’, ‘F’. The City may want to

consider completing any tree removals prior to the start of construction, for ease of site access.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Observations and Analysis

September 26, 2017

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3.2.3 Tree Protection Fencing

Proposed Tree Protection Fencing (TPF) has been recommended to protect the trees located

along the western edge of the existing trail.

The TPF details conform to the current City of Guelph standard details and have been provided

on the TMP, drawing L-901. Detailed information for TPF maintenance, installation and tree

protection recommendations has been identified in Section 4.0 of this report. Refer to Drawing

L-900 in Appendix ‘A’ for the locations of the trees to be retained and proposed locations of Tree

Protection Fencing.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Construction Mitigation and Management

September 26, 2017

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4.0 CONSTRUCTION MITIGATION AND MANAGEMENT

4.1 CONSTRUCTION IMPACT

4.1.1 Potential Construction Impacts to Trees

Trees are living organisms that react to changes in their environment. Trees can be damaged

during construction without showing signs of damage until several years later. Most of the

impacts relate to the removal of roots that results in the slow death of the tree as a result of its

inability to absorb sufficient water and nutrients. Contained within this section are descriptions of

the potential impacts this project may have on the trees, and impact mitigation methods that

are intended to aid in the design and construction process.

4.1.2 Soil Compaction and Root Damage

The leading cause of construction damage to trees is compaction of the soil around the roots or

within the Tree Protection Zone (TPZ). The TPZ is the area around the tree or group of trees in

which no grading or construction activity may occur (Harris 1992). Equipment entering into a TPZ

compresses the air pockets around the roots inhibiting the tree from absorbing nutrients and

water. This damage ultimately reduces the health of the tree. Accordingly, during the removal

stage, equipment use within the preservation zones should be restricted to ensure that the tree’s

roots are not disturbed, thereby, assisting in maintaining their continued health. The TPZ is

protected and delineated by the TPF.

4.1.3 Mechanical Damage

Equipment can physically damage the trees through striking the trunk, limbs and/or roots. Felled

trees can also cause damage during the tree removal stage of construction. Some damage is

unavoidable due the close proximity of adjacent trees; however, through the use of proper

equipment and Best Management Practices (BMP) the damage can be minimized. The

Contractor should be held responsible for all avoidable damage to the trees during all stages

of development. Note: trees shall be felled away from adjacent trees to be retained to prevent

damage to their stems, branches and crown.

4.1.4 Root Damage

The success of tree preservation is dependent not only on protecting the root zone from

compaction and damage, it is also contingent upon the ability to ensure that the structural roots

within the root plate are not disturbed. Impacts to this area may result in the structural failure of

these trees.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Construction Mitigation and Management

September 26, 2017

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Excavating soil within the dripline of a tree can damage roots by tearing and splitting. This

damage can later lead to rot, which can kill the tree. When excavating the top 30-60 cm of soil

adjacent to trees, care must be taken to minimize ripping or tearing of roots. Excavation should

cleanly sever the roots prior to stripping and removal of soil. Exposed roots, greater than 2.5 cm

diameter, shall be pruned back to the soil face to prevent damage to the tree. No work should

be completed within the dripline of preservation trees without the approval of the Project

Arborist.

4.2 PROTECTING AND MANAGING TREES DURING CONSTRUCTION

The following recommendations are presented to provide appropriate tree protection and

management during the construction for this project.

1. Tree protection fencing shall be installed to protect trees identified for preservation. TPF

installation must conform to details and City of Guelph standards identified on the Tree

Management Plan drawings located in Appendix ‘B’. Upon installation of the tree

protection fencing, the Contractor shall contact the Project Arborist to review and approve

the fencing and its location prior to commencement of any site work. This shall be

coordinated with City staff for approval. The protection fencing shall remain intact

throughout the entire protection. The fencing will be inspected weekly and, if required,

repaired. The fencing shall be removed at the completion of all site works.

2. Upon receiving the necessary project approvals and prior to the commencement of tree

removals, all trees designated for preservation must be flagged in the field. All designated

preservation areas must be left standing and undamaged during site works. Removals are to

be completed outside of migratory bird nesting season from April 1 to August 31. Removals

may take place during this restricted time only if the requirements of the Migratory Birds

Convention Act are met and nesting activity is routinely monitored by qualified individuals

(i.e., Wildlife Biologists).

3. The TPZ is the area around a retained tree that is to be protected by tree protection fencing.

The TPZ is not to be used for any type of storage (e.g. storage of debris, construction

material, surplus soils, and construction equipment). No trenching or tunneling for

underground services shall be located within the TPZ. Construction equipment shall not be

allowed to idle or exhaust within the TPZ.

4. Trees shall not have any rigging cables or hardware of any sort attached or wrapped around

them, nor shall any contaminants be dumped within the protective areas. Furthermore, no

contaminants shall be dumped or flushed where they may come into contact with the

feeder roots of the trees. In the event that roots from retained trees are exposed, or if it is

necessary to remove limbs or portions of trees after construction has commenced, the

Project Arborist shall be informed and the proper actions conforming to City Policies and

By-laws shall be carried out.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Construction Mitigation and Management

September 26, 2017

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5. Upon completion of the tree removals, all felled trees are to be removed from the site. No

lumber or brush from the clearing is to be stored on the site. Any chipping, cutting or brush

cleanup are to be completed outside of the bird nesting season. These works may take

place during this restricted time only if the requirements of the Migratory Birds Convention

Act are met and nesting activity is routinely monitored by qualified individuals (i.e. ,Wildlife

Biologists.

6. The following is the process that shall be carried out if tree removals are requested during the

restricted time indicated in the Migratory Birds Convention Act:

• Contact a qualified individual (i.e., Wildlife Biologist) to determine if nesting birds are

within the tree removal disturbance area. Stantec has a qualified bird specialist on staff

that can be contacted

• If the bird specialist has determined that there are nesting birds onsite, there will be no

tree removals/chipping conducted within the boundary set out by the specialist. Tree

removals can resume within this area at the end of the nesting season, August 31, or if

the migratory bird specialist has determined the birds have left

• If the bird specialist determines there are no migratory birds nesting within the

disturbance area, the contractor has 3 days to conduct removals. At the end of 3 days,

if removals and chipping is not complete, the bird specialist will return to the site and

proceed with another assessment. If there are still no birds, work can resume for another

3 days. This process will continue until all removals and chipping is complete.

71 WYNDHAM STREET SOUTH, GUELPH, ONTARIO

TREE PRESERVATION PLAN

Disclaimer

September 26, 2017

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5.0 DISCLAIMER

The assessment of the trees presented within this report has been made using accepted

arboricultural techniques. These include a visual examination of the above-ground parts of

each tree for structural defects, scars, external indications of decay, evidence of insect

presence, discoloured foliage, the general condition of the trees and the surrounding site, as

well as the proximity of property and people. None of the trees examined were dissected,

cored, probed, or climbed, and detailed root crown examinations involving excavation were

not undertaken.

Notwithstanding the recommendations and conclusions made in this report, it must be realized

that trees are living organisms and their health and vigour is constantly changing. They are not

immune to changes in site conditions or seasonal variations in the weather.

While reasonable efforts have been made to ensure the trees recommended for retention are

healthy, no guarantees are offered or implied, that these trees or any part of them will remain

standing. It is both professionally and practically impossible to predict with absolute certainty

the behavior of any single tree or group of trees in all circumstances. Inevitably, a standing tree

will always pose some risk. Most trees have the potential for failure if provided with the necessary

combinations of stresses and elements. This risk can only be eliminated if the tree is removed.

Every effort has been made to ensure that this assessment is reasonably accurate and the trees

should be re-assessed periodically. The assessment presented in this report is valid at the time of

inspection.

APPENDIX A Tree Management Plan, Drawings

L-900

L-901

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3.0m

RO

AD W

IDEN

ING

EDG

E O

F GRA

VEL

EDG

E O

F GRA

VEL

1.5

0.3

0.70.7

2.0

PRINCIPAL BUILDING ENTRANCEBARRIER FREE ENTRANCE

FIRE FIGHTERS ENTRANCE TO THE BUILDING

TO PODIUM ANDUNDERGROUND PARKING

MOVE IN CORRIDOR

TO GARBAGE ROOM(GARBAGE TO BE STORED INTERNALLY

AND MOVED TO LOADING ZONE FOR

PRIVATE PICK-UP)

2.0m

SID

EWAL

K

PROPOSED 14 STOREYAPARTMENT BUILDING

140 UNITS

16.1

STOPSIGNRA-1

STO

P BA

R

LOADINGZONESIGN

LOADINGZONESIGN

FUTU

RE B

Y O

THER

S

LOAD

ING

ZONE

EXISTING FIRE

3.6

20.0

6.8

FIRE

ROUT

E C

L

R

SIAMESE CONNECTION

CR-5MIXED USE 1

CR-4MIXED USE 1

FLSIGNIFICANT

NATURAL AREA

A

D

E

B

C

271

272

285

273

274

275

276

277

278

279

281

284

283

282

280

F*

Tree Protection Fence

N

SUBJECT SITE

Chkd.Dwn. Dsgn. YY.MM.DDFile Name: 161413363-L-TM.dwg AH JK AH 17.05.23

TRICAR GROUP

71 WYNDHAM STREET

Guelph, ON Canada

161413363

1

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Legend

Notes

ByRevision Appd. YY.MM.DD1. REVISED TO INCLUDE STORM SEWER AH JK 17.06.28

Permit-Seal

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

ofORIGINAL SHEET - ARCH D

L:\01

614\

activ

e\16

1413

363\

desig

n\dr

awin

g\la

ndsc

ape\

shee

t_file

s\16

1413

363-

L-TM

.dw

g20

17/0

9/26

4:3

9 PM B

y: M

ilsom

, Bro

oke

www.stantec.comTel.

300 Hagey Blvd. Suite 100Waterloo, ON, N2L 0A4

519.579.4410

TREE MANAGEMENT PLAN

L-900 1 2

Existing Deciduous TreeTree to be Retained and ProtectedIdentification Key

Existing Grade

0000

Untagged Tree to be Retained andProtected Identification Tag - NotSurveyed

F*

Tree Protection Fencing

Untagged Tree to be RetainedA

N

Key Plan

JENNIFER KOSKINEN

0N-1234A

AutoCAD SHX Text
TOGETHER WITH A RIGHT-OF-WAY OVER PARTS 4, 5 & 6, 61R-2181 AS IN INSTRUMENT ROS521757
AutoCAD SHX Text
SUBJECT TO A RIGHT-OF-WAY OVER PART 3, 61R-2181 AS IN INSTRUMENT ROS521757
AutoCAD SHX Text
IN FAVOUR OF PIN 71237-0686
AutoCAD SHX Text
PIN 71339-0001(LT)
AutoCAD SHX Text
NOTE: ROAD IS CURRENTLY UNDER CONSTRUCTION
AutoCAD SHX Text
310.19
AutoCAD SHX Text
CB
AutoCAD SHX Text
309.89
AutoCAD SHX Text
CB
AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
310.64
AutoCAD SHX Text
MW
AutoCAD SHX Text
0.30 DIA
AutoCAD SHX Text
0.25 DIA
AutoCAD SHX Text
0.40 DIA
AutoCAD SHX Text
310.18
AutoCAD SHX Text
310.10
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
310.00
AutoCAD SHX Text
309.85
AutoCAD SHX Text
310.17
AutoCAD SHX Text
310.19
AutoCAD SHX Text
310.22
AutoCAD SHX Text
310.18
AutoCAD SHX Text
310.57
AutoCAD SHX Text
310.67
AutoCAD SHX Text
310.41
AutoCAD SHX Text
309.60
AutoCAD SHX Text
309.75
AutoCAD SHX Text
310.28
AutoCAD SHX Text
310.05
AutoCAD SHX Text
310.14
AutoCAD SHX Text
308.24
AutoCAD SHX Text
308.37
AutoCAD SHX Text
308.61
AutoCAD SHX Text
308.06
AutoCAD SHX Text
IB
AutoCAD SHX Text
RIB
AutoCAD SHX Text
SIB
AutoCAD SHX Text
CC
AutoCAD SHX Text
SSIB
AutoCAD SHX Text
IB
AutoCAD SHX Text
SIB
AutoCAD SHX Text
IB
AutoCAD SHX Text
Xref V:\01614\active\161413363\design\drawing\civil\model_files\pipes\161413363C-DB.dwg
AutoCAD SHX Text
FOUNTAIN ST E
AutoCAD SHX Text
SURREY ST E
AutoCAD SHX Text
NEEVE ST
AutoCAD SHX Text
WELLINGTON ST E
AutoCAD SHX Text
WYNDHAM ST S
AutoCAD SHX Text
MACDONELL ST
AutoCAD SHX Text
GORDON ST
AutoCAD SHX Text
NORFOLK ST
AutoCAD SHX Text
SPEED RIVER
AutoCAD SHX Text
FARQUHAR ST
AutoCAD SHX Text
DUBLIN ST S
AutoCAD SHX Text
ARTHUR ST S
AutoCAD SHX Text
YORK RD
AutoCAD SHX Text
CORK ST
AutoCAD SHX Text
WATERLOO AVE
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
10m
AutoCAD SHX Text
1:200
AutoCAD SHX Text
0.00
AutoCAD SHX Text
N.T.S.

SUBJECT SITE

Chkd.Dwn. Dsgn. YY.MM.DDFile Name: 161413363-L-TM.dwg AH JK 17.05.23

TRICAR GROUP

71 WYNDHAM STREET

Guelph, ON Canada

161413363

1

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Notes

ByRevision Appd. YY.MM.DD1. REVISED TO INCLUDE STORM SEWER AH JK 17.06.28

Permit-Seal

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

ofORIGINAL SHEET - ARCH D

L:\01

614\

activ

e\16

1413

363\

desig

n\dr

awin

g\la

ndsc

ape\

shee

t_file

s\16

1413

363-

L-TM

.dw

g20

17/0

9/26

4:3

8 PM B

y: M

ilsom

, Bro

oke

www.stantec.comTel.

300 Hagey Blvd. Suite 100Waterloo, ON, N2L 0A4

519.579.4410

TREE MANAGEMENT PLAN

L-901 2 2

Legend

Notes

N

Key Plan

JENNIFER KOSKINEN

0N-1234A

AutoCAD SHX Text
FOUNTAIN ST E
AutoCAD SHX Text
SURREY ST E
AutoCAD SHX Text
NEEVE ST
AutoCAD SHX Text
WELLINGTON ST E
AutoCAD SHX Text
WYNDHAM ST S
AutoCAD SHX Text
MACDONELL ST
AutoCAD SHX Text
GORDON ST
AutoCAD SHX Text
NORFOLK ST
AutoCAD SHX Text
SPEED RIVER
AutoCAD SHX Text
FARQUHAR ST
AutoCAD SHX Text
DUBLIN ST S
AutoCAD SHX Text
ARTHUR ST S
AutoCAD SHX Text
YORK RD
AutoCAD SHX Text
CORK ST
AutoCAD SHX Text
WATERLOO AVE