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TRANSCRIPT
Real Property Institute of Canada
2014 RPIC Federal Contaminated Sites National Workshop
April 2014
Esquimalt Graving Dock Waterlot Remediation Project (Phase 1B)
Environmental Management Plan (EMP) Implementation
Stream H: Contaminated Sites Management for Aquatic Environments and Sediment
Presenter: David McKeown (SLR Consulting) Collaborators: Rae Ann Sharp, Kristen Ritchot, David Osguthorpe (PWGSC)
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Project Background
• The EGD is a federally owned, operated and maintained facility.
• Ship repair and maintenance facility for military and civilian vessels since 1927.
• Industrial activities at the EGD have resulted in contamination of the surrounding sediments.
• PWGSC managed the remediation project through FCSAP funding.
• The Waterlot Remediation Program aimed to clean up the site to meet federal and provincial environmental standards.
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Project Background (Cont’d)
• Primary CoCs in sediment included metals, PAH, and PCB.
• Other contaminants included TBT, dioxins/furans, and select pesticides.
• Contaminant levels identified as IL+ for disposal considerations.
• Contaminated sediments were removed through remedial dredging and off-site disposal.
• Environmental monitoring during all in-water activities carried out to ensure environmental protection goals were met during the large-scale remediation project.
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Project Location
Esquimalt Graving Dock
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Project Boundary
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Photo courtesy of Heath Moffa5
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Environmental Management Implementation Plan (EMIP)
Objectives: • Provide EMs with necessary information
to conduct all aspects of monitoring work throughout program.
• EMIP prepared as a field manual for on-site guidance.
• The EMIP provides procedures to conduct the environmental monitoring in accordance with the EMP, Project Specifications, BMPs, Fisheries Authorization, and overall environmental protection goals.
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Monitoring Components
q Water Quality q Underwater Noise
q Ambient Noise
q Artificial Light
q Air Quality
q Aquatic Mammals
q Fish Aggregations & Spawning
q Environmental Awareness Training
q Offloading/Transfer Facility
q Non-Hazardous Waste Management
q Spill Prevention & Emergency
Response
q Hazardous Material Management &
Storage
q Imported Sand & Backfill Material
q Conformance with EGD BMPs, Specs,
EPP
q Water Treatment Barge water sampling
q Review of analytical data for imported
materials
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Planning, Logistics & Preparation • EMP & WQMP prepared by Golder
Associates Ltd. • Development of site-specific limits
– Predictive modeling based on sediment chemistry and dispersion modeling
– Pre-field assessment (TSS/turbidity relationship)
• Fisheries Act Authorization – EMP and WQMP details rolled in to Authorization
• Laboratory coordination (SOR) • Training & Health and Safety • Integration of First Nations Staff • Equipment • Test Dredge Process
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Field Implementation • Regular monitoring of Turbidity,
pH and DO readings were recorded at four monitoring locations and two background reference points at multiple water depths for each derrick (twice daily).
• Use of real-time on-site management limits that correlate to anticipated and field-validated COC concentrations. – Use of management action flow
chart to determine when, where and what type of actions could be implemented during non-compliance events. Photo courtesy of Heath Moffa5
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Water Sampling Locations
In-Situ WQ Compliance Monitoring
1 m below surface
2m above seabed
mid water column
Compliance Point
Decisions Based OnMeasurements From:
Adapted from Golder Associates Ltd.
Management Limits set for AP and CP Loca@ons and
WQMAs:
Assessment Point (100 m) <8 NTU above Background
(All WQMAs)
Compliance Point (25 m) <20 NTU above Background
(WQMA-‐A & B)
<25 NTU above Background (WQMA-‐C)
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Water Quality Management Areas
In-Situ WQ Compliance Monitoring
Compliance Point WQ Limits for each WQMA based on exis@ng
sediment contaminant concentra@ons and predic@ve
modeling of suspended sediment loads during dredging
WQMA-‐A
WQMA-‐B
WQMA-‐C SOUTH JETTY
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Water Sampling Locations
In-Situ WQ Compliance Monitoring
Adapted from Golder Associates Ltd.
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In-Situ WQ Compliance Monitoring
Regular monitoring at Background (2) and Assessment Point (3) Loca@ons – 3 depths at each loca@on
Induced Turbidity at AP *
>20 NTU above Background levels
>8 and <20 NTU above Background levels
<8 NTU above Background levels
STEP 1
Go To Step 2 Con@nue Dredging
* Monitoring also conducted at CP (3
depths) to verify levels were within site-‐specific
compliance limits.
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No@fy PWGSC PCO of exceedance – State that confirmatory
measurements will be taken. Confirmatory turbidity measurements taken a_er 30 minutes at 3 loca@ons along the AP and at CP, at 3 depths.
In-Situ WQ Compliance Monitoring STEP 2
>20 NTU above Background levels
>8 and <20 NTU above Background levels
<8 NTU above Background levels
Con@nue Dredging Go To Step 3
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No@fy PWGSC PCO of exceedance. Implement Management Ac<ons State that Background condi@ons
will be re-‐assessed.
Re-‐Assess Background levels and check for other poten@al sources of induced
turbidity (e.g., vessel traffic, ouballs, etc). Reassess CP and AP levels based on any changes to Background condi@ons.
In-Situ WQ Compliance Monitoring STEP 3
>20 NTU above Background levels
>8 and <20 NTU above Background levels
<8 NTU above Background levels
Con@nue Dredging Go To Step 4
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No@fy PWGSC PCO of exceedance. Implement Management Ac<ons. Confirmatory turbidity measurements
taken at 3 loca@ons along the AP and at 2 loca@ons at the CP, all at 3 depths.
In-Situ WQ Compliance Monitoring STEP 4
>20 NTU above Background levels
>8 and <20 NTU above Background levels
<8 NTU above Background levels
Con@nue Dredging Go To Step 5
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No@fy PWGSC PCO of exceedance. STOP DREDGING
In-Situ WQ Compliance Monitoring STEP 5
IMPLEMENT CORRECTIVE ACTIONS
RESUME DREDGING AND REASSESS Go To Step 1
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Communication and Notifications 20 / 34
Management Actions Operational Controls: • Reduce dredging rate (descent and ascent) • Use the environmental dredge bucket • Do not take multiple dredge bucket bites • Limit over-filling of dredge bucket • Reduce or stop dredging during peak currents • Prevent lateral movement of submerged dredge bucket • Speed up movement of dredge bucket from water to barge • Hold full dredge bucket at the water surface to allow water to drain before the
bucket is swung onto the barge • Use rinse tank to clean bucket • Use an absorbent boom (if sheen noted on water) Engineering Controls: • Confirm that the silt curtain is not damaged and is deployed for maximum
effectiveness
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• Water quality samples were collected in each dredging zone and assessed for COCs. – Further validation of predicted WQ
levels confirmed. • Laboratory samples collected
concurrently with in-situ monitoring activities.
• Submitted for select parameters of concern: – TSS; – Total metals; – Dissolved metals; – Total PAH; – Dissolved PAH; and – PCB (select areas only).
Field Implementation
Photo courtesy of Heath Moffa5
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• Samples collected once per day for each derrick.
• Sample frequency and laboratory turn-around-time reduced over time for each activity pending water quality results. – TSS analyzed at each location and depth. – T&D metals, PAH analyzed at 50% of all
sampling points. – PCBs analyzed at select locations only.
• Composite soil samples for assessment of imported RMC material conducted for each barge load.
Field Implementation 23 / 34
Laboratory Coordination & Sample Submissions
• Daily sample pick-up/supply delivery arranged through analytical laboratory.
• Chartered air shipment for 24-hour TAT samples.
• Process changes throughout program included: – Inclusion of PCB samples in select
areas; – Reduction in dissolved PAH
samples; – Addition of spot-check samples.
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• Six permanent turbidity loggers monitored for correlation of regional increases in turbidity.
• Compliance monitoring for: – Marine mammal and fish aggregation
monitoring; – Waste management and spill control; – Dust management; – Ambient noise level; – Inspection of materials off-load facility; – Hydrophone monitoring of underwater
noise during pile driving.
Field Implementation 25 / 34
Data Management • Dedicated web-based Environmental
Management Tool (EMT) developed to provide accessible and up-to-date data repository.
• Remote access for project personnel. • Laboratory and in-situ results loaded
to the EMT. • Data manager included on project to
provide QA/QC review and management.
• Turbidity / TSS relationship reviewed to ensure applicability of on-site limits.
Photo courtesy of Heath Moffa5
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Results • In-situ monitoring results generally within compliance levels at
Compliance and Assessment Points for 90%+ sampling rounds during dredging.
– Exceedances were primarily very limited spatially and temporally
• Silt curtain performance was very good and controlled siltation within the receiving environment.
• TSS/turbidity relationship was initially difficult to verify due to low levels of TSS in first months of sampling.
– Addition of spot-check samples improved this assessment. – TSS / turbidity relationship was determined to be conservative and provided adequate
environmental protection throughout the project.
• Total copper periodically elevated above the ambient WQG at both reference and down-current sampling locations.
– Due to elevated background levels within Esquimalt Harbour when not correlated to increased TSS.
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• Backfill material placement – Turbidity (and associated TSS) results were typically highest for this
activity as silt curtains were not specifically required. – Despite analytically ‘clean’ material, presence of fines in backfill created
higher TSS/turbidity levels for which management actions were required.
• Residual Management Cover Placement – Initial rounds of turbidity monitoring and water sampling indicated
elevated levels as contractor determined best placement method. – Near surface placement determined to provide best results for coverage
and water quality. – Turbidity and laboratory parameters within compliance following these
adjustments.
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Results • Underwater noise
– All levels within compliance levels. – Majority of installations used vibratory hammers and
wooden piles to aid in maintaining compliance.
• Ambient noise – Infrequent night-time work required throughout
project. – Levels were within compliance with municipal noise
control bylaws.
• Fish aggregations – Work occurred outside of herring spawning periods. – Fish aggregations observed near project activities but
no instances of distress were observed.
• Marine mammals – Pinnipeds were abundant during project activities but
generally outside of defined safety perimeter. – No cetaceans observed during project activities.
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Lessons Learned • Logistical considerations and staffing requirements/re-scheduling
were difficult and required appropriate budgeting and time allocation for proper project planning.
• Clear understanding of current fluctuations, particularly around structures to determine turbidity plume dynamics and site-specific variations.
• Projected laboratory sample frequency was inaccurate due to WQ assumptions at project start up that were never realized.
– Impacts to contractual details with analytical laboratory.
• Volume of monitoring and laboratory data during 10-month program was extensive.
– Appropriate allocation of personnel, time and budget are required to effectively manage these items.
– Application of the EMT provided opportunity for quick response and review of data throughout program.
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• EMIP needs to be a working and evolving document / guidance tool in order to accommodate unforeseen circumstances and changes to pre-project assumptions. – Scheduled updates over the course of the project should be included to
provide feedback loops and ensure all project components are effectively addressed.
• Maintaining a good working relationship between client, EM staff and project managers, design team, and contractor personnel is essential. – Collaborative approach to decision making; – Effective lines of communication; – Mutual respect and courtesy amongst all project team members will aid in
addressing project-related issues when they arise.
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Special Thanks to:
• Rae Ann Sharp (PWGSC) • Andrew Mylly (PWGSC) • Kristen Ritchot (PWGSC) • David Osguthorpe (PWGSC) • Chris Major (PWGSC) • Jeff Nyman (SLR) • Cheryl Nyman (SLR) • Heather Grant (SLR) • Ricki Sahota (SLR) • Drew Rice (SLR) • Hailey O’Neill (SLR) • Ben McKinnon (SLR) • David Grafton (SLR)
• Ingrid Sorensen (SLR) • Vanya Jongkind (SLR) • David Pugh (SLR) • Aaron Haegele (SLR) • Marci Martin (SLR) • Richard Plourde (SLR) • Chris Koziey (SLR) • Matt Woltman (Anchor QEA) • Dan Berlin (Anchor QEA) • Tom Wang (Anchor QEA) • Bud Whitaker (Anchor QEA) • Joe Persley (Anchor QEA) • Geoff Cooper (KCB) • Tervita • FRPD
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