building new land in toronto - esaa2018/10/18 · meggen janes, m.sc., pmp, p.eng. waterfront...
TRANSCRIPT
Building New Land in Toronto
Remediation Technology, October, 2018
Krista Barfoot, Ph.D., C.Chem., QPRA
Jacobs
Meggen Janes, M.Sc., PMP, P.Eng.Waterfront Toronto
Outline
1. Site History
2. Current Needs
3. Lakefill Program
4. Program Status
5. Conclusions
Site History
Toronto in the early 1900s:
• Industrial growth creates need for more land
Site History: 1912 Waterfront Plan = Lakefill
• Infilling in Ashbridges Bay Marsh
•Don River redirected into Keating Channel
Site History: 1900’s Lakefill
•Work completed per industry practices at the time
•After 100 years of industrial use, Port Lands are an underused, contaminated area, at risk of flooding
•Keating Channel remains only outlet for flow from the Don River, creating risk of 1 to 3 m of flood water in the event of a major storm
•Restrictions on development
Current Needs
Current Needs: Flood Risk
Current Needs: Building New Land and River
8Lakefilling area
Goal is to rebuild this area by:
• Re-naturalizing river mouth
• Raising grades
• Remove flood risk and development
restrictions
Excavate new river
End results:
• Resilient green infrastructure (new river
channel, Don greenway, wetlands, parks,
trails, etc.)
• Development-enabling infrastructure (3
new bridges, realigned Cherry Street,
updated Commissioners Street,
implementation of critical servicing, etc.)
Current Needs: 2018 Lakefill Area
• Part of Flood Protection Early Works
• New lakefill area needed to support realigned Cherry Street with new bridge
• Removal of Old Cherry Street Bridge and associated restriction in river flow
Driving new land
creation program for
Port Lands
Lakefill Program
•Over 350,000 m3 of fill required
•Mandatory completion date by March 2019 (due to funding commitments)
•Surrounding existing Essroc Quay
•Developing:‒ over 1 ha of aquatic habitat‒ new footprint for new bridge and
road‒ ultimately developed into
parkland, and community use
•Historic silos being maintained
Lakefill Program: Sourcing Fill Material
1) Mandatory
•Commitment to remove rejected loads
•Digital tracking
•Meeting environmental quality requirements
• Truck cleaning/inspection
2) Scored
•Work plan, delivery phasing and timing
• Air pollution
‒ Alternative fuel strategies and engine preventive maintenance program
‒ Idle reduction with worker awareness training
• September 2017: Waterfront Toronto request for supplier for fill source material
• October 2017: RFP to Prequalified Vendors
Lakefill Program: Digital Tracking
• Haul truck/barge identification/license plate number
• Load source location (global positioning system [GPS] coordinates or origin identification)
• Load weight
• Estimated moisture content
• Load soil or material type
• Drop location (GPS coordinates of fill placement)
Lakefill Program: Source Sites
4 km to Receiving Site 7.5 km to Receiving Site
Lakefill Program: Soil Import – a Who’s Who
Source Site QP
• Documentation on Quality (risk based where required)
• Visual and Field Screening
• Transit
‒ Bill of Lading (BOL) released ONLY when receiving site QP approves
‒ Tracked time travel/license plate
Receiving Site Contractor QP
• Initial Data Review
• Audit at source site
• Visual inspection at Receiving Site/reject load option
• Placement Tracking
Receiving Site Owner QP
• Data validation
• Approval prior to shipment and Placement Documentation
SOU
RC
ESI
TER
ECEI
VIN
GSI
TE
- START ‐Baseline soil
sampling
Field excavation and interim sampling
Source Site QPCompletes
Confirmatory Sampling and Field
Screening
Data Uploaded to Tracking System
SOURCE SITE QP REVIEWS
ALL DATAREJECTED
LOADs
Load approved; Bill of Lading (BOL) issued
Owner QP INFO REVIEW
REJECTED LOAD Material enters Receiving Site. The location (grid reference) for the material placement is recorded and
uploaded to the tracking system
REJECTED LOAD
Owner QPWeekly Visual
Inspection
Contractor QPAudit
Lakefill Program: Process Flow
REJECT AND DISPOSE ELSEWHERE
Haulage vehicle arrives at Receiving Site. Contractor QPcompletes visual/olfactory inspections at 10% rate. BOL
scanned after visual inspection.
Soil quality requirements
below 78 m elevation
Shoreline
30 m setback from surfacewater
78 m elevation wave uprushlimit
CONFINEDFILLQUALITY
TABLE 3TABLE9
UNCONFINEDFILL QUALITY
78 m elevation wave uprushlimit
Shoreline
30 m setback from surfacewater
Lakefill Program: Fill Placement by Quality
Generic Ontario Table 9 Standards
(within 30 m of water’s edge)
Lakefill - Confined Fill
Guidelines
Generic Ontario Table 3 StandardsLakefill - Unconfined
Fill Guidelines
Soil quality requirements above
78 m elevation
Lakefill Program: Confined Fill and Risk Based Approach
• Risk Based Approach for sodium if EC and SAR exceedance
• Risk Based Approach if HWS Boron exceedance
• Risk Based approach uses local background, Ontario background and generic component values as well as leaching assessment
• TCLP, 1 sample per 6000 m3
• SPLP, 1 sample per 1900 m3
Meets
Confined Fill
GuidelinesWhich
Parameters?
Approve
Bulk meets local
and ON background,
Component Value
Review Additional
Characterization
Data (Na (Bulk),
Total B, Na by SPLP)
Y
Worth
Assessing?
Time/Cost/
Quality?
Reject
SPLP Meets
Aquatic Protection
Value?
Field screening, audit data, lab
date uploaded to Tracking
System and Reviewed
Program Status: Source Site - Former Globe and Mail Site
•208,000 m3 reviewed
•153,000 m3 approved
Program Status: Receiving Site - 312 Cherry Street
•Sequenced truck deliveries
•Street washing and weigh scale
•Average 350 trucks per day
•16,700 trucks received
•153,000 m3 received
•368,000 tonnes
•5 trucks rejected to date at receiving site
Program Status: Receiving Site - 312 Cherry Street
Program Status: Receiving Site - 312 Cherry Street
Conclusions
• Lakefilling in Port Lands is being completed to support flood protection program (early works)
• Current practices and regulatory requirements incorporated into program, where relevant
• Work is on track to meet mandatory completion timing per funding agreement
23
Questions?