SYDNEY MARINE TERMINAL Second Berth Progress

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April Collins
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1 SYDNEY MARINE TERMINAL Second Berth Progress

2 Second Berth - Project Proponents

3 Second Berth - Project Partners

4 Second Berth - Key Stakeholder

5 Second Berth Project Components New Second Berth: 1 2 Main Dock and Mooring Dolphins Landside Bollards Fender System Dock Lighting Landside Improvements (bus loop, walking path, landscaping) Upgrades to Existing Dock South End Dredging North End and South End Mooring Upgrades New Fender System

6 Second Berth Progress Report PROJECT COMPONENT Geotechnical Program Marine (BH) & Landside (BH & TP) Environmental Sampling & Testing Detailed Engineering Design Regulatory Permits and Approvals Tender Period STATUS Construction Summer 2018 Commissioning/Operations Summer/Fall 2019

7 Second Berth Geotechnical Program Spring/Summer 2017 Investigated Marine and Landside subsurface conditions Included environmental sampling & testing Provided critical information needed to complete detailed engineering design

8 Second Berth Geotechnical Program LANDSIDE INVESTIGATION Bollards Bus Loop 3 Boreholes (BHs) & 2 Test Pits (TPs) 8 Test Pits (TPs) MARINE INVESTIGATION Second Berth Foundation/Dredging Existing Dock/Dredging 10 Marine Boreholes (BHs) 1 Marine Borehole (BH)

9 Second Berth Marine Geotechnical MARINE DEPOSITS Thickness range from 2 to 11 m, with average of 7m Primarily silts with very soft to firm consistency and sands with loose to compact relative density (mud)

10 Second Berth Marine Geotechnical GLACIAL TILL Thickness range from 1 to 3m, with average of 2m Primarily mix of sand/silt with gravel, with a compact to very dense/hard relative density BEDROCK Very poor to poor quality, highly to moderately weathered Siltstone and/or Mudstone

11 Second Berth Marine Geotechnical Typical Marine Sediment Deposit

12 Second Berth Marine Geotechnical Typical Bedrock Core

13 Second Berth Marine Geotechnical KEY FINDINGS Bedrock elevation ranged from m to m North Mooring Dolphin Bedrock elevation - 29m Soft Sediments across the site becoming more predominate as you travel northward (~13m) Bedrock highly fractured sedimentary rock

14 Second Berth Marine Geotechnical

15 Second Berth Landside Geotechnical FILL Thickness ranges from 0.5m to 3m, with average of 2m Primarily varying amounts of silt, sand, gravel, boulders, slag, and construction / demolition debris MARINE SEDIMENT DEPOSITS Thickness ranges from about 1m to greater than 2.5m Primarily silt/sands

16 Second Berth Landside Geotechnical GLACIAL TILL Thickness ranges from 1 to 3m, with average of 2m Primarily mix of sand/silt with gravel BEDROCK Bedrock surface relatively shallow to the western end of the site (within 1m to 3 m from surface) and increasing to the west (towards harbour)

17 Second Berth Landside Geotechnical Test Pit Excavations

18 Second Berth Environmental Testing ENVIRONMENTAL TESTING Additional samples taken during the marine and land based programs for environmental testing Existing data reviewed Sample results were consistent with existing data When compared to environmental criteria: Some exceedance of criteria, but nothing of significant concern

$Concrete caisson not viable 1 2 deep and highly fractured bedrock thick soft$

19 What Does It All Mean? Concrete caisson not viable 1 2 deep and highly fractured bedrock thick soft layers of sediment Sydney Marine Termial Marginal Wharf mid -1990s

20 Second Berth Detailed Design WHAT DOES IT ALL MEAN? Most practical and cost effective option for Second Berth is a steel pipe pile structure.

21 Second Berth Detailed Design DETAILED DESIGN Main forces that impact the wharf design, include: Vessel Berthing Ice Forces Mooring Loads Additional Considerations: Dock Usage Deck Loading

22 Second Berth Detailed Design Design Vessel Oasis of the Sea

23 Second Berth Detailed Design OASIS OF THE SEA Tonnage 225,282 GT Length 361.6m overall Beam - 47m waterline, 60.5m max beam Height - 72m above water line Draught m Passenger Speed knots Passenger Decks - 16 Crew

24 Second Berth Navigation Ship Simulator

25 Second Berth Detailed Design MARINE STRUCTURAL DESIGN ELEMENTS 1 Final General Arrangement: Breasting & Mooring Dolphin sizes, spacing, deck spans, etc. Pipe Pile arrangements including: pipe pile sizes, orientation and number of pipes needed to resist the forces 2 3 Mooring arrangements and bollard capacity Including Landside Bollards Design Fender System

walks Approach Bridge with 4 intermediate bents 10 meter

26 Second Berth Components MAIN DOCK 4 Breasting Dolphins with 3 intermediate bents 2 Mooring Dolphins with 2 cat walks Approach Bridge with 4 intermediate bents 10 meter wide deck Precast girders and Concrete Deck Typical Mooring Dolphin

27 Second Berth Detailed Design Second Berth General Arrangement

28 Second Berth Pipe Piles PIPE PILES 175 piles total vertical & battered Rock socketed 600mm (24inch) and 750mm (30inch) diameter Ranging in length from 7 to 34 meters (~100ft)

29 Second Berth Pipe Piles Typical Pile Driving Option

30 Second Berth Pipe Piles Typical Pile Driving Option

31 Second Berth Fenders

32 Second Berth Lighting Dock Lighting: Wharf Lighting System

33 DREDGE PROGRAM Second Berth Dredge Program Second Berth: Insufficient Water Depths Berthside dredge to -10.3m Volume: Dredge Approximate 30,000 cubic meters

34 Second Berth Existing Dock Upgrades Existing Fenders

35 Second Berth Existing Dock Upgrades Mooring Upgrades

36 Second Berth Fenders

37 Second Berth Existing Dock Upgrades Mooring Upgrades

38 Second Berth Regulatory Approvals AUTHORITY REGULATION REQUIREMENT STATUS Department of Fisheries and Oceans (DFO) Transport Canada Transport Canada Transport Canada Fisheries Act FA Authorization Navigation Protection Act (NPA) Federal Real Property Regulations Federal Real Property Regulations NPA Authorization Waterlot Lease Agreement Dredge License Agreement Transport Canada/DFO CEAA 2012 Environmental Effects Determination (EED) signoff Nova Scotia Environment Nova Scotia Environment Act Amendment to Existing Part V Approval

39 Second Berth Next Steps PROJECT COMPONENT Geotechnical Program Marine (BH) & Landside (BH & TP) Environmental Sampling & Testing Detailed Engineering Design Regulatory Permits and Approvals STATUS Tender Period Construction Summer 2018 Commissioning/Operations Summer/Fall 2019

40 QUESTIONS

Department of National Defence B-Jetty Reconstruction

Department of National Defence B-Jetty Reconstruction CFB Esquimalt, BC Presented by: Stantec & Golder Associates February 2, 2016 Agenda 1 B-Jetty Project Background 2 Distinguishing Project Features