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1 Hydraulics 1 Don Mouth Naturalization and Port Lands Flood Protection Project EA May 9th, 2009 TRCA 2 Presentation Overview 1. Where We Were 2. Conceptual Design How Water Moves How Sediment is Managed How Sediment is Managed How Habitat is Created How Existing Contaminants are Managed 3. Next Steps 3 Project Goal To establish and sustain the form, features, and functions of a natural river mouth within the context of a revitalized City environment while providing flood protection up to the Regulatory Flood. Naturalization Flood protection Revitalized City Environment 4 Project Objectives 1. Naturalize and rehabilitate mouth of the Don River 2. Provide flood protection for Spill Zones 1 and 2 3. Manage sediment, debris and ice 4. Integrate infrastructure 5 E ti lt lh it 5. Encourage recreation, cultural heritage opportunities and accessibility 6. Contribute to revitalization and sustainability of waterfront 7. Design and implement this project in a sustainable manner

2 Presentation Overvie · 2 Presentation Overview 1. ... East Bank Flood Protection Landform ... Overflow Levee Greenway Wetland and Floodway Keating Channel Floodway 1. 5 17 Conveying

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Page 1: 2 Presentation Overvie · 2 Presentation Overview 1. ... East Bank Flood Protection Landform ... Overflow Levee Greenway Wetland and Floodway Keating Channel Floodway 1. 5 17 Conveying

1

Hydraulics

1

Don Mouth Naturalizationand Port Lands FloodProtection Project EA

May 9th, 2009TRCA

2 Presentation Overview

1. Where We Were2. Conceptual Design

• How Water Moves• How Sediment is Managed• How Sediment is Managed• How Habitat is Created• How Existing Contaminants are Managed

3. Next Steps

3 Project Goal

To establish and sustain the form, features, and functions of a natural river mouth within the context of a revitalized City environment while providing flood protection up to the Regulatory Flood.

Naturalization Flood protectionRevitalized City Environment

4 Project Objectives

1. Naturalize and rehabilitate mouth of the Don River 2. Provide flood protection for Spill Zones 1 and 23. Manage sediment, debris and ice4. Integrate infrastructure5 E ti lt l h it5. Encourage recreation, cultural heritage

opportunities and accessibility6. Contribute to revitalization and sustainability of

waterfront 7. Design and implement this project in a sustainable

manner

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2

5 Study Area

Don NarrowsDon Narrows

Don MouthDon Mouth

6 Conclusion of Step 4

• 4WS preferred alternative subject to studies on:– Hydrology/

Sediment M tManagement

– Management of Contaminated Soils and Groundwater

– Risk Analysis of Shipping Lane

7

HydrologyHydrology

8 River Characteristics -(Flow Rate

1000

1200

1400

1600

1800

m3 /s

)

0

200

400

600

800

1000

normal 1 2 5 10 50 100 Hurricane

Flood Frequency (years)

Flow

Rat

e (

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3

9 Regulatory Flood Spill Zones

10 Model of Existing Conditions

11 12 Regulatory Flood

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4

13 Creating the Valley Feature

• Shape of valley and river channel serves three purposes:1.Convey

Regulatory FloodRegulatory Flood2.Provide aquatic,

wetland, & upland habitat

3.Public use and recreation

• Armouring of valley and river channel required to stabilize slopes and ensure long-term sustainability of wetlands

14 Creating the Valley Feature

1. Excavate to depth of valley

2. Fill adjacent lands

Low Flow

Regulatory Flood

15 Where Does the Flow Go? 16 Flood Protection Measures

44

River Valley Formation

East Bank Flood Protection Landform

Removal of Utility Bridge

Channel Modification & Sediment Basin

1

223

3

55

6

6

7

78

8

Bridge Lengthening & Weirs at Lake Shore Blvd.

Overflow Levee

Greenway Wetland and Floodway

Keating Channel Floodway1

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17 Conveying the Regulatory Flood

18

19 Existing Conditions and Conceptual Design

20

Sediment and Sediment and Debris ManagementDebris Management

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21 Existing Approach to Sediment Management

•Sediment currently managed within Keating Channel

•Clamshell dredge removes up to 40 000 m3removes up to 40,000 m3

per year•Barge with dredgeate is towed to Tommy Thompson Park for disposal

22 Sediment Management Assumptions• Dredging required to maintain hydraulic

conveyance channel and ecological stability navigation

• Sediment trap north of Lake Shore Blvd. will collect majority of bedload (sand)

• Suspended sediment (silt and clay) will• Suspended sediment (silt and clay) will continue downstream as presently occurs

23 Hydraulic Dredge Examples 24 Sediment Management Area

Sediment Trap

Sediment/Debris Management Area

Debris Booms

Barge Dock

1

1

2

23

3

34 6

Sediment Hydraulic Conveyance Pipe

Accommodation for Access Shaft

34

5

5

55

6

6

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25

Naturalization

26 Naturalization Design from 4WS

27 Naturalizations Assumptions

• Design to provide mix of aquatic, wetland, and upland communities

• Wetlands fed primarily by lake, not river• A range of wetland access controls will be

considered to reduce the presence ofconsidered to reduce the presence of invasive species

• Vegetation communities expected to be highly disturbed following very large flood events

28 Valley Channel Creation

Lake fed wetland

River channel Lake fed

wetland

Seepage wetland

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29 Terrestrial Habitat –Open Space

Park Land,Upland Forest,Upland Forest,

Approx. 17.5 ha

30 Terrestrial Habitat –Valley Slope Transitions

Upland Forest,Treed Swamp

Approx. 2.5 ha

31 Wetland Habitat –Levee System

Thicket Swamp,Meadow Marsh

Approx. 4.3 ha

32 Wetland Habitat –Lake Connected Wetlands

Emergent MarshSubmergent MarshMeadow Marsh

Approx. 8.3 ha

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33 Wetland Habitat –Seepage Wetlands

Treed Swamp,Thicket Swamp,Meadow Marsh

Approx. 1.3 ha

34 Aquatic Habitat

Approx. 18.2 happ+ Don Narrows

35 Landscape Communities

Open Space

Valley Slope Transitions

Levee System

Lake Connected Wetlands

Seepage Wetlands

Aquatic

36 Fish Habitat Restoration

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37 Don Narrows Naturalization 38 Greenway Connection

39

Management ofManagement ofContaminated Soils

40 Data Collection on Soils

• Geotechnical and geo-environmental data collected in 2009 to fill gaps

• Data will be used as part of risk• Data will be used as part of risk assessment / risk management for entire Lower Don Lands

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41 Contaminant Managementin Valley Feature

1. Excavate to depth of valley

2. Over-excavate to remove contaminated soils

3. Backfill with clean material

4. Install armouring

Low Flow

Water Table

42

Navigation RiskAssessment

43 Shipping Lane Consideration

• Promontories do not significantly impact maneuverability within Inner Harbour

• Aids to navigation are likely to be required • Sediment / debris should be managed g

upstream to minimize navigation impacts• Modified currents do not pose an increased

risk to navigation interests

44

Integration withIntegration with Lower Don Lands

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45

• EA will set clearance requirements

Bridges

for proposed bridges based on hydraulics and sediment management

46

• Minimize disturbance to natural system by:

Mi i i i

Underground Infrastructure Crossings

– Minimizing number of infrastructure crossings

– Eliminating risk associated with open cut activities

47

Next Steps on theNext Steps on theDon Mouth EA

48 Impact Assessment

• Fall 2009 Public Meeting to present:– Assessment of

construction and operation-related impacts

– Development of mitigation measures to address impacts

– Refinement of conceptual design

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49 Adaptive Management

• Consider how to deal with:– Climate changeg– Operational issues– “Natural” changes

in vegetation communities

50 Timeline

Remaining Tasks 2009 2010 2011 2012

Detailed Impact AssessmentPublic Meeting #4PreparePrepare Provincial / Federal EAsEA Approval ProcessDetailed Design and Other ApprovalsStart Construction