Enbridge’s Michigan cleanup costs now exceed JRP pipeline conditions for Gateway, SEC filing shows

NTSB staff examine ruptured pipe
US National Transportation Safety Board staff examine a ruptured pipe from the Enbridge oil spill in August, 2010. The photo was released by the NTSB May 21, 2012. (NTSB)

The costs for Enbridge to clean up the 2010 Marshall, Michigan oil spill now far exceeds the maximum estimate that the Joint Review Panel gave for a major spill on the Northern Gateway Pipeline and also exceeds the amount of money the JRP ordered Enbridge to set aside to deal with a spill. Enbridge’s cleanup costs have also now edged past the higher liability amount requested by the Haisla Nation.

According to the US firm Enbridge Energy Partners’ filing with the United States Securities and Exchange Commission, as of September 30, 2013, the cost of cleanup was $1.035 billion US, not including possible additional fines and penalties that might be imposed by US authorities in the future.

In its decision, the Joint Review Panel estimated the cost a major oil spill from the Northern Gateway project would be about $693 million.  As part of the 209 conditions, the JRP ordered Enbridge to set aside “financial assurances” totaling $950 million.

Note all costs in this article are for a pipeline breach. The Joint Review Panel had different estimates for a tanker spill and the liability rules for marine traffic are different from pipelines.

In its filing for the third quarter of 2013, with the SEC, Enbridge Energy Partners say that the cost up until September 2013 had “exceed[ed] the limits of our insurance coverage.” The same filing says that Enbridge is in a legal dispute with one its insurers.

In its SEC filing, Enbridge says:

Lakehead Line 6B Crude Oil Release
We continue to perform necessary remediation, restoration and monitoring of the areas affected by the Line 6B crude oil release. All the initiatives we are undertaking in the monitoring and restoration phase are intended to restore the crude oil release area to the satisfaction of the appropriate regulatory authorities.
As of September 30, 2013, our total cost estimate for the Line 6B crude oil release is $1,035.0 million, which is an increase of $215.0 million as compared to December 31, 2012. This total estimate is before insurance recoveries and excluding additional fines and penalties which may be imposed by federal, state and local governmental agencies, other than the Pipeline and Hazardous Materials Safety Administration, or PHMSA, civil penalty of $3.7 million, we paid during the third quarter of 2012. On March 14, 2013, we received an order from the EPA, or the Environmental Protection Agency, which we refer to as the Order, that defined the scope which requires additional containment and active recovery of submerged oil relating to the Line 6B crude oil release. We submitted our initial proposed work plan required by the EPA on April 4, 2013, and we resubmitted the workplan on April 23, 2013. The EPA approved the Submerged Oil Recovery and Assessment workplan, or SORA, with modifications on May 8, 2013. We incorporated the modification and submitted an approved SORA on May 13, 2013. The Order states that the work must be completed by December 31, 2013.

The $175.0 million increase in the total cost estimate during the three month period ending March 31, 2013, was attributable to additional work required by the Order. The $40.0 million increase during the three month period ending June 30, 2013 was attributable to further refinement and definition of the additional dredging scope per the Order and associated environmental, permitting, waste removal and other related costs. The actual costs incurred may differ from the foregoing estimate as we complete the work plan with the EPA related to the Order and work with other regulatory agencies to assure that our work plan complies with their requirements. Any such incremental costs will not be recovered under our insurance policies as our costs for the incident at September 30, 2013 exceeded the limits of our insurance coverage.

According to the SEC filing, the breakdown of costs include $2.6 million paid to owners of homes adversely impacted by the spill.

Despite the efforts we have made to ensure the reasonableness of our estimates, changes to the recorded amounts associated with this release are possible as more reliable information becomes available. We continue to have the potential of incurring additional costs in connection with this crude oil release due to variations in any or all of the categories described above, including modified or revised requirements from regulatory agencies in addition to fines and penalties as well as expenditures associated with litigation and settlement of claims.
The material components underlying our total estimated loss for the cleanup, remediation and restoration associated with the Line 6B crude oil release include the following:
(in millions)

Response Personnel & Equipment  $454

Environmental Consultants  $193

Professional, regulatory and other $388

Total $ 1,035

For the nine month periods ended September 30, 2013 and 2012, we made payments of $62.3 million and $120.9 million, respectively, for costs associated with the Line 6B crude oil release. For the nine month period ended September 30, 2013, we recognized a $2.6 million impairment for homes purchased due to the Line 6B crude oil release which is included in the “Environmental costs, net of recoveries” on our consolidated statements of income. As of September 30, 2013 and December 31, 2012, we had a remaining estimated liability of $265.9 million and $115.8 million, respectively.

As for insurance, Enbridge Energy Partners say:

The claims for the crude oil release for Line 6B are covered by the insurance policy that expired on April 30, 2011, which had an aggregate limit of $650.0 million for pollution liability. Based on our remediation spending through September 30, 2013, we have exceeded the limits of coverage under this insurance policy. During the third quarter 2013, we received $42.0 million of insurance recoveries for a claim we filed in connection with the Line 6B crude oil release and recognized as a reduction to environmental cost in the second quarter of 2013. We recognized $170.0 million of insurance recoveries as reductions to “Environmental costs, net of recoveries” in our consolidated statements of income for the three and nine month periods ended September 30, 2012 for the Line 6B crude oil release. As of September 30, 2013, we have recorded total insurance recoveries of $547.0 million for the Line 6B crude oil release, out of the $650.0 million aggregate limit. We expect to record receivables for additional amounts we claim for recovery pursuant to our insurance policies during the period that we deem realization of the claim for recovery to be probable.

In March 2013, we and Enbridge filed a lawsuit against the insurers of our remaining $145.0 million coverage, as one particular insurer is disputing our recovery eligibility for costs related to our claim on the Line 6B crude oil release and the other remaining insurers assert that their payment is predicated on the outcome of our recovery with that insurer. We received a partial recovery payment of $42.0 million from the other remaining insurers and have since amended our lawsuit, such that it now includes only one insurer. While we believe that our claims for the remaining $103.0 million are covered under the policy, there can be no assurance that we will prevail in this lawsuit.

 

The Joint Review, Enbridge and Michigan

The Joint Review Panel based its finding on the Marshall, Michigan spill on the figure of $767 million from the summer of 2012 –again showing the limitations of the JRP’s evidentiary deadlines since the costs are now much higher.

The JRP quoted Enbridge as saying:

Northern Gateway considered the high costs of the Marshall, Michigan spill, which were at least $252,000 per cubic metre ($40,000 per barrel), to be an outlier or a rare event because the spill occurred in a densely populated area, because the pipeline’s response time was abnormally long, and because there was the prospect of potentially lengthy legal proceedings.

Enbridge assured the JRP that the corporate culture and management changes and equipment upgrades since the Marshall, Michigan spill lowered that chances of a similar event.

The company based its models for the JRP on much smaller spills, including one spill at Lake Wabamun, Alberta from a train not a pipeline (Vol. 2 p 357)

Enbridge’s risk assessment did not “generate an estimate of economic losses caused
by a spill.”

The JRP says Northern Gateway relied on its analysis of literature, and spill events experienced by Enbridge and other liquid hydrocarbon carriers in Alberta and British Columbia. After assessing all of this information, Northern Gateway regarded the high costs of a cleanup as “conservative”–meaning the company expects costs to be lower than its estimates in evidence before the JRP.

In Northern Gateway’s view the most costly pipeline spill incident would be a full-bore oil pipeline rupture, with an estimated cost of $200 million, and an extremely low probability of occurrence.

Haisla evidence

In their evidence, the Haisla (and other First Nations and intervenors) were doubtful about Northern Gateway’s assurances. The Haisla asked that Enbridge have a minimum of $1 billion in liability, an amount Enbridge has now exceeded in Michigan.

Haisla Nation estimated the cost of damage to ecosystem services because of a terrestrial oil spill from Northern Gateway’s pipeline would be in the range of $12,000 to $610 million for a 30-year period.

The Haisla’s cost estimates were based on values for environmental goods and services and probabilities of spills that were independent of Northern Gateway’s parameters for estimating oil spill costs. In contrast to Northern Gateway’s estimated spill frequency and costs, the Haisla predicted that spills would occur more often and placed a higher value on damages to environmental goods and services.

Haisla Nation argued that Northern Gateway overestimated its ability to detect and respond to a spill. In the Haisla’s view this resulted in the cost of a spill and the requisite financial assurances being understated. Haisla cited several factors, including: remote location, limited access, challenging terrain, seasonal conditions, and river flow conditions that would cause the cost of cleaning up a spill in the Kitimat River valley to be significantly greater than the costs associated with Enbridge’s Marshall, Michigan spill.

For these reasons, Haisla proposed that Northern Gateway should be required to obtain a minimum of $1 billion of liability coverage through insurance and financial assurances. Haisla said that Northern Gateway should file annually the report from an independent third party assessing the financial assurances plan. (Vol 2 p359)

In response Northern Gateway said:

Northern Gateway said that Haisla’s findings were based on a number of fundamental methodological flaws and a lack of probability analysis to support the high frequency of occurrence of oil spill events. Northern Gateway argued that Haisla’s estimates of ecosystem service values were inflated because they were based on values from unrelated studies. In Northern Gateway’s view, Haisla relied on high passive use values that were not justified.

JRP ruling

As it has in most of its decision, the JRP accepted Northern Gateway’s evidence, including its explanation of the Marshall, Michigan spill and then went on to base its spill cost estimates not on a pipeline breach but on the 2005 railway spill at Lake Wabumum, near White Sands, Alberta.

The Panel accepts that the cleanup costs for the Marshall, Michigan spill were orders of magnitude higher because of the extended response time. In this application, the Panel accepts Northern Gateway’s commitment to complete the shutdown in no more than 13 minutes after detection. For this reason the Panel did not use the Marshall spill costs in its calculations. The spill volume and the resulting costs are directly dependent on the Northern Gateway’s control room staff and the pipeline control system fully closing the adjacent block valves no longer than 13 minutes from the detection of an alarm event, as well as the amount of oil which would drain out of the pipeline after valve closure due to elevation differences.

The Panel decided on a total unit cost of $138,376 per cubic metre ($22,000 per barrel). This is midway between the unit cost of $88,058 per cubic metre ($14,000) per barrel proposed by Northern Gateway and the unit cost of $188,694 per cubic metre ($30,000 per barrel) for the Lake Wabamun spill. It is about one-half of the Marshall spill’s unit cost. Giving weight to the Lake Wabamun costs recognizes actual costs experienced in a Canadian spill and the greater costs of spills in high consequence areas. In these areas, individuals, populations, property, and the environment would have a high sensitivity to hydrocarbon spills. The deleterious effects of the spill would increase with the spill volume, the extent of the spill, and the difficulty in accessing the spill area for cleanup and remediation.

Using these spill volume and unit cost values in the calculation below, the Panel estimated the total cost of a large spill could be $700 million. Total cost of a spill = 31,500 barrels x $22,000 per barrel = $693 million, or $700 million when rounded up.

(p362)

The Panel based the financial assurances requirements for Northern Gateway on a spill with a total estimated cost of $700 million and directs Northern Gateway to develop a financial assurances plan with a total coverage of $950 million that would include the following components:
i. Ready cash of $100 million to cover the initial costs of a spill;
ii. Core coverage of $600 million that is made up of stand-alone, third party liability insurance and other appropriate financial assurance instruments, and
iii. Financial backstopping via parental, other third party guarantees, or no fault insurance of at least $250 million to cover costs that exceed the payout of components i. and ii.
The financial backstopping would be available to fill the gap if the spill volumes or unit costs were under-estimated or if the payout from the core coverage would be less than 100 per cent.

The Panel noted that:

The evidence indicates that there is some probability that a large oil spill may occur at some time over the life of the project. In these circumstances the Panel must take a careful and precautionary approach because of the high consequences of a large spill. The Panel has decided that Northern Gateway must arrange and maintain sufficient financial assurances to cover potential risks and liabilities related to large oil spills during the operating life of the project.

Northern Gateway committed to investing $500 million in additional facilities and mitigation measures such as thicker wall pipe, more block valves, more in-line inspections, and complementary leak detection systems. This initiative should enhance the safety and reliability of the system and help reduce and mitigate the effects of a spill, but it would not eliminate the risk or costs of spills. This initiative is not a direct substitute for third party liability insurance and does not eliminate the need for liability insurance or any other form of financial assurance to cover the cost of a spill. (p 361)

So the JRP decision comes down to this, if you accept Northern Gateway’s position that pipeline spills are rare and mostly small, then the company has the financial resources to cover the damage. If, however, Northern Gateway is wrong and the costs of a pipeline cleanup exceed the $950 million required by the Joint Review Panel, as has happened in Michigan, then those JRP conditions are already obsolete.

(Northwest Coast Energy News encourages all readers to read the complete JRP report  and SEC filing since space and readability does not permit fully quoting from the report)

Enbridge misses deadline to clean up Michigan’s Morrow Lake; EPA cites reluctance to do winter cleanup

EPA map of Kalamazoo River
EPA map of river closures and dredging operations on the Kalamazoo River during 2013. (EPA)

Enbridge has missed the US Environmental Protection Agency’s deadline to clean up parts of the Marshall, Michigan bitumen spill by December 31, 2013.

Local television news, WOOD-TV says the EPA is now considering “enforcement options.”
The EPA had already granted Enbridge a 10 month extension that the company requested in March, 2013, setting the new December deadline.

In November, Enbridge requested a second extension. The EPA denied that request.

From the EPA letter it appears that, as in previous years, Enbridge is trying to avoid continuing clean up work into the winter. The EPA rejects that position, telling Enbridge it shouldn’t wait until the spring run off could spread the sunken bitumen.

The EPA says that beginning in March, 2013, “Enbridge has successfully removed oil and sediment from two of the three major impoundment areas identified in the order and from several smaller sediment trap locations.”

The area that Enbridge failed to clean up is known as the Morrow Lake and Morrow Lake Delta. The cleanup in that area was delayed when the Comstock Township planning commission unanimously  denied Enbridge a permit for “dredge pad” after fierce public opposition

The letter to Enbridge, from Jeffrey Kimble, Federal On-Scene Coordinator denying the extension is another scathing indictment of Enbridge’s attitude toward the public and the cleanup, citing Enbridge failing to prepare “adequate contingency plans,” by failing to recognize the “serious opposition” the dredging plans.

Although the EPA had told Enbridge to consider alternative plans—and Enbridge claimed it did that—the EPA found the Enbridge’s own logs showed the company didn’t start considering alternatives until it was obvious that Comstock Township would reject their dredging plans.

The EPA letter also reveals that once again Enbridge is reluctant to do further cleanup work during the Michigan winter. The EPA rejects that stance, saying that “Removal of oiled sediments prior to the spring thaw will lessen the potential oiled sediment transport in the spring to Morrow Lake via increased river velocities from rain and ice melt.”

Although we recognize that the work required by the Order is unlikely to be completed by December 31, 2013, U.S. EPA believes that had Enbridge taken appropriate steps earlier as requested, it would not require an extension now. In particular, U.S. EPA believes that Enbridge has continuously failed to prepare adequate contingency plans for a project of this nature. For example, U.S. EPA acknowledges that failure to obtain a site plan approval for use of the CCP property for a dredge pad was a setback in the timely completion of the work in the Delta.

However, Enbridge failed to prepare any contingency plans recognizing the possibility of such an occurrence. Enbridge has known since at least the middle of July 2013 that there was serious opposition to its proposed use of the CCP property. When it became clear in August 2013 that opposition to the site use might delay the project, U.S. EPA directed Enbridge to “conduct a more detailed review of your options in short order.”

Although your letter claims that Enbridge “has considered such alternatives,” your logs indicate that Enbridge did not hold initial discussions with the majority of these property owners until long after the final decision to abandon plans for use of the CCP property. These contact logs do not demonstrate that Enbridge fully explored and reviewed alternative options in a timely manner so as to avoid delay in completion of the work. Although Enbridge claims that use of identified alternative properties would be denied by Comstock Township, Enbridge did not present any site plans to the Township for approval (other than use of the county park for staging of frac tanks). To the extent that any of Enbridge’s contingency plans include the use of land for dredge pads, U.S. EPA believes that Enbridge should begin multiple submissions for property use until one is accepted….

Enbridge claims that it cannot install winter containment in the Delta to prevent the potential migration of sediments to the lake. To support that claim, Enbridge has attached a letter from STS directing Enbridge to remove anchors and associated soft containment during winter monthsas these structures could damage STS’s turbines. However, none of the correspondence provided by Enbridge discusses the use of more secure containment methods, such as metal sheet piling, which may not pose the same risks as soft containment structures. Enbridge should consider using sheet piling to construct cells which would both allow winter work and contain the sediment during that work. Enbridge should therefore try to obtain access from STS for this specific work, and for other appropriate work, for the winter timeframe. Use of sheet pile cells would allow continued operations during the winter, especially in the southern zone of the Delta outside of the main river channel. Removal of oiled sediments prior to the spring thaw will lessen the potential oiled sediment transport in the spring to Morrow Lake via increased river
velocities from rain and ice melt.

Finally, U.S. EPA is unwilling to allow Enbridge to wait until after the likely spring high
velocity river flush to reinstall the E-4 containment structures. U.S. EPA has reviewed Enbridge’s modeling, which Enbridge claims supports its requested timeline, and has found it incomplete. The model has not incorporated, and does not match, field observation of flow velocities and water levels and their potential to impact upstream critical structures if containment is in place. Moreover, U.S. EPA completely disagrees with Enbridge’s assertion that there is no evidence of migration of submerged oil during high flow events. The results of three years of poling and sheen tracking demonstrate that Line 6B oil is mobile during periods of
high flow. Now that Enbridge has a five year permit from MDEQ for the E-4 containment system, U.S. EPA reiterates that this containment must be in place immediately upon thawconditions in the spring….

Although Enbridge’s proposed two phase approach may have components that can be incorporated into a final plan, it should not be considered the approved way forward. U.S. EPA believes that pausing the work cycle until new poling can be done in June or July of 2014 could again result in a wasted construction season in the Delta. Enbridge should consider and utilize a combination of techniques in the plan. For example, several dredge pad sites have been identified by Enbridge. Enbridge should obtain approval for one of these sites, or a combination of smaller sites, so as to support hydraulic dredging in conjunction with the current approved
approach and any potential dry excavation techniques. Enbridge should also consider other winter work techniques, such as cell build out and dewatering in the Delta via sheet piling.

As always, U.S. EPA will continue to work with Enbridge to develop adequate plans and complete the work required by the Order. However, nothing in this letter excuses any noncompliance with the Order nor does it serve as the granting of any extension to any deadline in the Order. U.S. EPA reserves all its rights to pursue an enforcement action for any noncompliance with the Order.

The EPA letter also calls into question the ruling of the Joint Review Panel on the Enbridge Northern Gateway. The JRP accepts, without question, Enbridge’s assurances that the company has changed its attitude and policies since the long delay in 2010 in detecting the pipeline rupture in Marshall, Michigan.

The JRP, on the other hand, accepts, without question, Enbridge’s assurances that it has expertise in winter oil recovery from a pipeline spill.

Parties questioned Northern Gateway about locating and recovering oil under ice. Northern Gateway said that Enbridge conducts emergency exercises in winter and that Northern Gateway would learn from those experiences.
Northern Gateway outlined a number of oil detection techniques including visual assessment (at ice cracks and along the banks), drills, probes, aircraft, sniffer dogs, and trajectory modelling. It said that, once located, oil would be recovered by cutting slots into the ice and using booms, skimmers, and pump systems to capture oil travelling under the ice surface.

The company said that oil stranded under ice or along banks would be recovered as the ice started to melt and break up. It discussed examples of winter oil recovery operations during Enbridge’s Marshall, Michigan incident, and said that operational recovery decisions would be made by the Unified Command according to the circumstances.

Northern Gateway said that equipment caches would be pre-positioned at strategic locations, such as the west portal of the Hoult tunnel. It said that decisions regarding the location or use of pre-positioned equipment caches would be made during detailed design and planning, based on a number of considerations including, but not limited to, probability of a spill, access, site security,
environmental sensitivities, and potential for oil recovery at the response site.

(vol 2 page 153)

In its ruling, the Joint Review Panel said

The Panel finds that Northern Gateway’s extensive evidence regarding oil spill modelling, prevention, planning, and response was adequately tested during the proceeding, and was credible and sufficient for this stage in the regulatory process.
Parties such as the Province of British Columbia, Gitxaala Nation, Haisla Nation, and Coalition argued that Northern Gateway had not provided enough information to inform the Panel about proposed emergency preparedness and response planning. The Panel does not share this view.

Northern Gateway and other parties have provided sufficient information to inform the Panel’s views and requirements regarding malfunctions, accidents, and emergency preparedness and response planning at this stage of the regulatory process.

Many parties said that Northern Gateway had not demonstrated that its spill response would be “effective.” Various parties had differing views as to what an effective spill response would entail.

The Panel is of the view that an effective response would include stopping or containing the source of the spill, reducing harm to the natural and socio-economic environment to the greatest extent possible through timely response actions, and appropriate follow-up and monitoring and long-term cleanup. Based on the evidence, in the Panel’s view, adequate preparation and planning can lead to an effective response, but the ultimate success of the response would not be fully known
until the time of the spill event due to the many factors which could inhibit the effectiveness of the response. The Panel finds that Northern Gateway is being proactive in its planning and preparation for effective spill response….

The Panel is of the view that an effective response does not guarantee recovery of all spilled oil, and that that no such guarantee could be provided, particularly in the event of a large terrestrial, freshwater, or marine spill.

The oil spill preparedness and response commitments made by Northern Gateway cannot ensure recovery of the majority of oil from a large spill. Recovery of the majority of spilled oil may be possible under some conditions, but experience indicates that oil recovery may be very low due to factors such as weather conditions, difficult access, and sub-optimal response time, particularly for large marine spills. …

To verify compliance with Northern Gateway’s commitments regarding emergency preparedness and response, and to demonstrate that Northern Gateway has developed appropriate site-specific emergency preparedness and response measures, the Panel requires Northern Gateway to demonstrate
that it is able to appropriately respond to an emergency for each 10-kilometre-long segment of the pipeline.

The Panel notes the concerns of intervenors regarding Northern Gateway’s ability to respond efficiently and effectively to incidents in remote areas, and its plan to consider this during detailed design and planning. The Panel finds that Northern Gateway’s commitment to respond immediately to all spills and to incorporate response time targets within its spill response planning is sufficient to
address these concerns. Northern Gateway said that its emergency response plans would incorporate a target of 6 to 12 hours for internal resources to arrive at the site of a spill. It also said that it would target a response time of 2 to 4 hours at certain river control points.

The Panel agrees with Northern Gateway and several intervenors that access to remote areas for emergency response and severe environmental conditions pose substantial challenges. The Panel notes that the company has committed to develop detailed access management plans and to evaluate contingencies where timely ground or air access is not available due to weather, snow, or other logistic
or safety issues.

Despite the EPA letter (which admittedly was released long after the JRP evidentiary deadline) that shows that Enbridge did not consult the people of Comstock Township, Michigan, the JRP says

The Panel accepts Northern Gateway’s commitment to consult with communities, Aboriginal groups, and regulatory authorities. The objective of this consultation is to refine its emergency preparedness and response procedures by gaining local knowledge of the challenges that would be present in different locations at different times of the year
(Vol 2 p 165-167)

EPA letter to Enbridge denying deadline extension  (pdf)

Commentary: In the tanker study, the District of Kitimat was missing in action

kitimatlogoThe list of participants in the oil spill preparedness and response study released last week by the federal government shows two glaring no shows, the District of Kitimat and Rio Tinto Alcan.
The Haisla Nation and the Gitga’at Nation did provide written submissions to the panel.

The expert panel was set up by the federal government to review “oil handling facilities and ship-source oil spill preparedness and response.” The expert panel was to review the “structure, functionality and the overall efficiency and effectiveness of the system, as well as analyzing the requirements for hazardous and noxious substances, including liquefied natural gas.”

Transport Canada tanker report
Expert panel tanker risk assessment report cover (Transport Canada)

As well as commissioning the Genivar report on the state of oil spill preparedness and consequences, the panel interviewed stakeholders and visited a few key locations, including Port Metro Vancouver.

The panel also invited any interested groups to submit documents or their own views to be taken into consideration.

Among the stakeholders interviewed by the panel were companies and organizations very familiar to Kitimat; Chevron and Shell, main partners in two of the LNG projects; Enbridge, which has proposed the Northern Gateway Pipeline and Kinder Morgan which has proposed expanding the dilbit pipeline on the Lower Mainland. Other stakeholders included Coastal First Nations, the Prince Rupert Port Authority, SMIT Marine and the Vancouver Port Authority.

As well as the Haisla and the Gitga’at, five west coast municipalities submitted their own reports to the tanker panel, both the city and districts of North Vancouver, the city of Richmond, the District of Ucluelet and the District of West Vancouver. San Juan County in Washington State also made a submission to the panel. So did the Prince Rupert and Vancouver Port authorities.

Chevron, Enbridge, Imperial Oil, Kinder Morgan, Pacific Northwest LNG, Seaspan Marine, and the Union of BC Municipalities, among others also submitted their views to the panel.

So why didn’t the District of Kitimat participate? When it came to the Enbridge Northern Gateway Joint Review, the mayor and council always maintained their neutrality motion meant that the District would not be an active participant. That was always a short sighted viewpoint. The District should have participated actively in the JRP in such a way as to protect the region’s interests where necessary while remaining neutral. If the District of Kitimat sat out the tanker panel because of the Northern Gateway neutrality policy, that was no excuse, because the expert panel’s mandate specifically included LNG.

Tanker traffic is a potential threat to the San Juan Islands (the Gulf Islands on the American side of the border). It is astounding that San Juan County would think that the Canadian tanker panel was important enough to make a submission and the District of Kitimat did not.

RTA logoWhat about Rio Tinto Alcan? Kitimat has been a private port for 60 years, run first by Alcan and then by Rio Tinto Alcan. Why wasn’t RTA asked to participate as a stakeholder? Why didn’t RTA make a submission? Those who are pushing the Northern Gateway terminal always like to say that tankers have been calling at Kitimat for those 60 years. That is true. Of course, none of those tankers have been the Very Large Crude Carriers proposed by Northern Gateway. However, those 60 years means that RTA has the expertise on the Port of Kitimat and Douglas Channel. RTA probably has important data that could have helped both the expert panel and Genivar (which pointed out the paucity of data on small and medium sized tankers). In not participating in the tanker panel submissions and possibly not providing valuable data on Douglas Channel, RTA neglected its social responsibility both to the community of Kitimat and the rest of the province of British Columbia.

Tanker study shows huge gaps in shipping and hazard data, documents show

The study of tanker shipping and tanker spills by Genivar for Transport Canada has revealed huge gaps in how the world monitors tanker traffic.

Genivar report
Cover of Genivar tanker report (Transport Canada)

Genivar says

Accident data was acquired from three main sources: the CCG Marine Pollution Incident Reporting System (MPIRS); the Lloyd’s casualty database; and spill incident records maintained by the International Tanker Owners Pollution Federation (ITOPF).

MPIRS lists all marine pollution incidents occurring in Canadian waters (CCG, 2013), with information on the region within Canada in which the incident occurred, type of material spilled, accident cause, and estimated pollution volume with multiple entries for a given incident showing updates of incident status and pollution amounts if applicable. The primary use of MPIRS in this study was for spill incidents in the smaller size categories… for which worldwide data was suspected to be unreliable due to under-reporting. MPIRS appeared to be a comprehensive listing of incidents that occurred in Canadian waters, and a summary of polluting incidents

It goes on to note that some key data has not been updated since the 1990s, largely prior to the introduction of double hulled tankers.

As noted, oil spill accidents were compiled on a worldwide basis.

In order to estimate the frequency for Canada, an exposure variable was required.

A series of studies by the U.S. Minerals Management Service (MMS, now known as
the Bureau of Ocean Energy Management, Regulation and Enforcement) investigated the occurrence rates of tanker accidents against various spill exposure variables and found that the simplest and most reliable indicator was volume of oil transported. Simply put, it was determined that spill rates could be expressed, for a range of spill size categories, as an average number of spills per billion barrels transported.

The MMS studies were updated periodically until the 1990s but have not been revisited since, but they did show a steady decrease in the likelihood of casualties and resulting spill volumes, due to a number of factors including tanker design, increasing governance and overall scrutiny of the marine transportation industry. The phased-in implementation of double-hull tankers may have also had a beneficial effect on spill rates in more recent years, particularly in the category of very large or catastrophic events… In any case, it is important in interpreting accident data to reflect current trends and implemented mitigation measures. The focus was on cargo volumes and accident rates over the past decade.

It goes on to say the volumes of crude carried is also under-reported to Lloyds.

In the case of crude oil and refined products carried as cargo, the exposure variable was simply the volume of each respective category carried on an annual basis for the period of interest. Information from the Lloyds APEX database was used for this purpose; it reports volumes of crude and refined products shipped worldwide, with a breakdown by year, country of origin, and country of destination. Compared with similar data from Canadian sources, the APEX data appeared to significantly under-report the carriage of refined products. As a result, the accident rates estimated and used in this study are likely somewhat conservative, that is, they overstate the likely frequency of refined products carried as cargo. For all calculations involving the potential spillage of refined products as cargo in Canadian waters, and for the apportioning of spill frequency among the various sectors and sub-sectors of Canada, Transport Canada commodity traffic data was used

Again about Lloyds data, until 2010, it was limited in its monitoring of the BC Coast.

In analyzing the Canadian movement data supplied by Lloyds, a major shortcoming was found in the data in that movements recorded prior to 2010 did not include broad classes of vessels such as ferries, passenger vessels, and pilot boats. Given that these vessels comprise a significant proportion of traffic movement in many sectors, only data covering the final two years of the record, 2010 and 2011, were used in the analysis.

The Lloyds data was also limited when it came to oil spills:

One limitation of the MPIRS data was that it did not classify spills as to whether they were from “cargo” as opposed to “fuel”, which would have been helpful in this study as these spill types were analyzed separately. As a result, for spills of refined products, which could have hypothetically been either cargo or fuel, assumptions were made based on the type of vessel involved, the type and severity of the incident, and other notes within MPIRS.

A database was acquired from Lloyds that detailed all marine casualties over the
past ten years regardless of whether the incident involved pollution…
This database was used to provide a breakdown of incidents by cause, and as an
initial listing of those incidents that did result in pollution. The Lloyds data was of
mixed quality when it came to the reporting of polluting incidents, with numerous
records only partially filled out, ambiguities in the reporting of spill volume, and
inconsistencies in the classification of the spilled material. A significant effort was
made to provide consistency and accuracy in the information, including cross-
referencing with other data sources.

 

So the Genivar report exposes a significant gap in the available data on oil spills.

It is certainly true that the number of major tanker accidents and spills have decreased since the Exxon Valdez disaster, a point frequently made by Enbridge at meetings in northwestern BC.

The expert panel report which said that Canada faces the risk of a major tanker disaster of 10,000 tonnes or more once every 242 years.

The Vancouver Sun quoted Transport Canada spokeswoman Jillian Glover on that risk of a spill on the Pacific Coast as saying. “This value must be understood in relative terms, such that the risk is considered high compared to the rest of the country only…Canada enjoys a very low risk of a major oil spill, evidenced by the lack of Canadian historical spills in the larger categories. Additionally, this risk assessment is before any mitigation measures have been applied, so that is a theoretical number before additional prevention initiatives are taken.”

Note that the government always talks about a “major oil spill,” but it appears from the gaps in the data that predicting the possibility and consequences of a medium sized or smaller oil spill is now not that reliable, even though such a spill could have disastrous effects on a local area. According to a map in both reports, the entire BC coast is at risk for a “low to medium” spill. This echoes the problems with the Enbridge Northern Gateway pipeline, where Enbridge based most of its projections on a “full bore breach” or major pipeline break and did little about a medium sized or smaller leak. Data analysis by Kelly Marsh of Douglas Channel Watch on the possibility of the cumulative effects of a medium sized and possibly undetected pipeline breach could have just as disastrous consequences for the Kitimat valley as a major pipeline break. The same is likely true at sea.

Oil spill dangers can linger for 40 years, report shows

Genivar report
Cover of Genivar tanker report (Transport Canada)

The Genivar report for Transport Canada on oil spills say that some persistent effects can last for more than 40 years, based on a study of a spill in Cape Cod, Massachusetts. The report  notes that persistent sub-surface oil is still a problem at Prince William Sound, site of the Exxon Valdez disaster in 1989.

On long-term effects, Genivar reports: “The ingestion of contaminated food (such as oiled mussels), may represent the most important exposure pathway for aquatic fauna during a chronic
phase. Chronic exposure to contaminated sediments is also important for fauna or
vegetation.”

 

 

 

It goes on to stay that “large-scale oil spills might have considerable long-term
consequences on social structure and public health, interfering with traditions and
causing cultural disruptions.”

It appears that in the case of an oil-spill, time may heal some wounds, but not all of them, at least if time is considered within human lifetimes and the lifetimes of other species.

Ecological recovery is measured by how quickly individuals and populations of
species return to pre-spill conditions. It is determined by factors such as oil type,
exposure duration, water temperature, degree of weathering, spill response and the
individual and species-specific life history traits. In most environmental habitats,
recovery is completed within 2-10 years after a spill event, but in some exceptional
cases, such as in salt marshes, effects may be measurable for decades after the
event.

In the case of the Exxon Valdez oil spill in Prince William Sound… in 1989, the persistence of sub-surface oil in sediments and its chronic exposure continues to affect some of the wildlife through delayed population reductions, indirect effects and trophic interactions 20 years beyond the acute phase of the spill.

It then goes on to stay that

Four decades after the oil spill In Wild Harbor (USA), Spartina alterniflora beds had a reduced stem density and biomass and mussels in oiled locations showed decreased growth and filtration rates.

According to a Boston Globe story, published at the time of the Deepwater Horizon oil leak in the Gulf of Mexico, in 2010, the Wild Harbor, an oil barge ran aground near Cape Cod in September, 1969, spilling 200,000 gallons of fuel, some of which is still there.

The Boston Globe story noted:

Today, Wild Harbor looks much like any other Cape Cod marsh, but the oil below the surface affects its resiliency. Fiddler crabs normally burrow deep down, funneling oxygen to the roots of marsh grass. Here, they stop digging when they reach the oil, turn sideways, and burrow back to the surface. They also act “drunk’’ from the oil they ingest, and predators can catch them more easily, research shows.

The Woods Hole Oceanographic Institute has been studying the Wild Harbor spill for the past 40 years.

At a recent conference, Dr. John Teal updated scientists on the “multi-decadal effects” of the Wild Harbor spill. According a blog on the conference:

At the time of the 1969 spill, lobsters, clams, and fish died by the thousands, but most people believed the harm would be temporary, reflecting the conventional wisdom of the time. Barge owners and oil industry experts even told residents that most of the oil would evaporate and any damage would only be short-lived. However, researchers at WHOI were not so sure and immediately began cataloging species and tracking where the oil was and kept at it for years. The researchers understood that the immediate, short term effects of oil pollution were already obvious and fairly well-understood, but that everyone was rather ignorant about the long-term and low-level effects of an oil spill….

Beginning three to five years after the spill, marsh grasses and marsh animals were again occupying most of the oiled area. An observer unfamiliar with Wild Harbor would not have been able to visually detect the oiled areas after just 10 years, and by the second decade after the spill, the marsh’s appearance had returned to normal. However, the WHOI researchers pointed out that for more than a decade after the spill, an oil sheen still appeared on the surface of the water when mud from the most heavily oiled parts of the marsh was disturbed….

In 2007, WHOI researchers documented that a substantial amount of moderately degraded petroleum still remained within the sediment and along eroding creek banks of the marsh oiled in 1969. They also demonstrated that the ribbed mussels that inhabit the oiled salt marsh, and are exposed to the oil, exhibited slower growth rates, shorter mean shell lengths, lower condition indices, and decreased filtration rates even when placed in a healthy marsh. Researchers have also documented detrimental effects of the 1969 oil spill on the salt marsh plants themselves.

 

Related Oil Spill on the Wild Harbor Marsh by John M. Teal and Kathryn A. Burns
The Genivar report goes on to note:

Long-term effects on the population in the aquatic environment (especially on mobile fauna) are especially difficult to confirm. Benthic [bottom dwelling] invertebrates may be more at risk than fish species due to the fact that more or less sessile organisms are likely to suffer higher initial rates of mortality and exhibit long recovery times as a result of
exposure to oil-saturated habitats.

Nearshore demersal [bottom-dwelling] fish can also suffer from long-term chronic exposure, as indicated in masked greenlings and crescent gunnels by biomarkers on hydrocarbons 10 years after the Exxon Valdez spill. Mortality in sea ducks and sea turtles due to chronic exposure was also reported many years after the spill and other results indicate that effects on cetacean populations can last beyond 20 years after the acute exposure phase.

As for the recovery of the economy after a spill, Genivar notes it is based “on the time required for effected industries to be fully restored to pre-spill conditions.

The length of time required is influenced by the duration of the aquatic area closures (e.g. commercial fisheries, recreational fisheries), the public perceptions on seafood safety and the perceived effects of the aesthetic quality of the environment. Even after the full ecological recovery of the aquatic resources, fisheries can be far from reestablished, as is still the case for herring fisheries in the Exxon Valdez spill area…

As reviewed by Genivar, negative perceptions associated with the quality of fishery products, even for fisheries that have not been contaminated and also for regions not directly affected by the spill, can be far more important than the direct economic losses. This also holds true for the tourism sector and all other related spinoff sectors.

Clio Bay: Dead or alive?

Special report: Clio Bay cleanup: Controversial, complicated and costly

Log booming at Clio Bay
Log booming operations at Clio Bay, August 21, 2013 (Robin Rowland/Northwest Coast Energy News)

Updated October 3, 2013, with DFO statement

One of the major concerns about Clio Bay is the possible lack of oxygen to support sealife. While some people have called Clio Bay “dead,” others have pointed to catches of crab, cod and salmon to dispute that.

The experience at Ward Cove, Alaska, even though it was more polluted than Clio Bay, shows that oxygen levels are highly variable, depending on season, location and depth.

In 1995, the DFO`s Institute of Ocean Siences studied dissolved oxygen levels in Minette Bay, and concluded, according to a report posted on the DFO website, that because Minette Bay was stagnant from May to November” and those conditions existed even before industrial development in the Kitimat Valley:

Examination of all the dissolved oxygen  data showed that conditions before  or early in the industrial  development  of  the  region  were  not  significantly different from those observed in the 1995 to 1996  study.  On the basis  of these analyses we concluded that log storage and handling  activities in the bay do not appear to have exacerbated the naturally occurring low dissolved oxygen conditions.

Ward Cove

The US Enviromental Protection Agency studied disolved oxygen levels at Ward Cove during water quality monitoring from 1998 to 2002. The monitoring found that dissolved oxygen levels of less than 4 milligrams per litre commonly occurred in Ward Cove during the summer and early fall. “During this time, hypoxic  conditions (dissolved oxygen less than 2 milliggrams per litre) occurred occasionally at and near the bottom and less frequently in midwater areas. Hypoxia can be dangerous to both fish and bottom dwelling species.

The EPA study showed that water circulation is restricted within Ward cove. A counter-clockwise circulation brings ocean water from Tongass Narrow into the cove along the south shore. That water usually exits after 15 days.

The EPA studied dissolved oxygen in Ward Cove from November 1995 to October 2002, using 13 monitoring stations, nine inside the cove and four outside in Tongass Narrows.

Water monitoring stations at Ward Cove, Alaska
Map of water quality sampling stations in Ward Cove, Alaska (EPA)

This monitoring found that the water column is strongly stratified during the summer resulting in poor mixing of bottom water. The EPA says during the monitoring period:

dissolved oxygen levels between 2 and 4 mg/1 were commonly observed in Ward Cove. These conditions began at water depths greater than approximately 20 metres in mid to late July and continued until early October, but oxygen levels between 2 and 4 mg/1 may also occur in water as shallow as 15 metres.

The EPA says the normal oxygen level for the surface waters of Ward Cove is approximately 8 mg/1 at 10°C. Under natural conditions and vertical stratification, dissolved oxygen levels in deeper waters can vary considerably and be reduced significantly below 8 mg/1 by respiration and the decay of organic materials, including sunken logs.

Since Clio Bay is deeper than Ward Cove, that means dissolved oxygen levels could be decreased at the greater depths.

Map of oxygen levels in Ward Cove
Maps showing differing levels of dissolved oxygen during monitoring at Ward Cove. Alaska (EPA)

Salmon

The Ward Cove study also confirmed laboratory studies that showed that salmon can detect and avoid areas of low oxygen. Coho, pink, sockeye, chum, steelhead, Dolly Varden and Cutthroat trout are all native to the cove. Introduced Chinook are also found at Wards Cove.

A Ward Cove report says:

Depressed dissolved oxygen conditions are unlikely to significantly affect the growth of juvenile or adult salmonids migrating through or feeding in or near Ward Cove. Some minor indirect effects, however, may occur as a result of hypoxia-induced changes to food chain organisms inhabiting the cove and adjacent waters.
The growth cycles of the adult stage of all seven anadromous salmon and trout species native to Ward Creek should be completed prior to their arrival in the cove from the ocean. Some feeding by adult cutthroat trout and Dolly Varden may occur in or near the cove as they hold in preparation for entering Ward Creek. The growth of subadult chinook salmon, a fish species not native to Ward Creek, is also not likely affected by exposures to these conditions.
Returning adult salmonids may be present in the cove when the lowest dissolved oxygen and highest water temperatures occur in late summer and early fall. Adult salmonids will usually avoid hypoxic conditions, except when staging to enter freshwater during the latter part of their annual spawning migrations. Severe depressed DO levels at this time in combination with low flows and high water temperatures in Ward Creek can result in adult mortality. Fish kills have not been observed recently in the cove, likely because the depressed DO conditions have not extended into a greater portion of the water column in combination with low flows in Ward Creek.

As for other species, the report says reaction varies, with species that are able to swim often leaving areas of depressed oxygen. Previous studies have shown that bottom dwelling species may be able to tolerate low oxygen for a short time and become susceptible if they don’t swim out of the area. Those species who are are not mobile, have weak swimming abilities, or live within the sediment are more likely to be susceptible.

That means that changes in oxygen level could mean that deaths or migration of mobile bottom dwelling species at a location, leaving the impression that species are no longer around, even though the changes may be seasonal. Scientific studies show that low oxygen levels can also make all species in that area vulnerable to disease due to stress. Low oxygen also limits swimming ability and makes a species more prone to predation.

Minette Bay

Log boom at Minette Bay
Log boom at Minette Bay. April 14, 2013. (Robin Rowland/Northwest Coast Energy News)

From August 1995  until October 1996, the Department of Fisheries and Oceans (Institute of Ocean Sciences and the North Coast Division  of Habitat  Management)  with  the support local companies studied the water quality in Minette Bay.

A 1961 study of oceanography of the BC fjords and a second study of in 1968 had already reported finding low dissolved oxygen levels in Minette Bay.

As far back as 1975, the report says:

Concerns have been raised that the poor water quality of the bay is exacerbated if not caused directly by the log handling practices there.  Other habitat disruptions have been attributed to the industrial activities associated with log handling practices in this bay, e.g. bottom scouring, bark litter, and sinkers.

The DFO report says that the purpose of our study of Minette Bay was to determine if log handling in the bay “significantly contributed  to  low dissolved oxygen concentrations.”

The study of Minette Bay was similar to the one then starting at Ward Cove, but on a much smaller scale, checking salinity, temperature and levels of dissolved oxygen.

The report says:

The renewal of Minette Bay deep waters occurs annually during the winter and early spring months.  Renewal occurs in the form of multiple events, some of which penetrate to the bottom while others only affect the intermediate waters.  These events are caused by the outbreaks of the Arctic air mass over the region.   The cold air temperatures reduce run-off thereby increasing  surface salinity while at the same time the strong outflow winds push the surface layer away from the head of Kitimat Arm and bring denser water closer to the surface. The cold outflow winds also cool and mix the surface waters.  In the stagnant period from May to November, dissolved oxygen concentrations in the deep waters decline rapidly to near zero conditions by July and remain low until the late fall.

The 1995 study concluded, based on surveys and reports from the previous 45 years, that measurements of dissolved oxygen in 1951 before the Alcan smelter was built, through measurements in the 1960, were not different from the 1995 measurements in the deep waters.`and concluded  “that log handling practices in the bay have not exacerbated the naturally occurring low DO conditions in the bay.”
`
It goes on to say while log storage and handling at Minette Bay had no apparent effect on dissolved oxygen:

other deleterious effects on water quality and  habitat  are  possible.  These impacts might include: the disruption of animal and plant ‘life on and in the sediments by the grounding of log booms or scouring  of the bottom  sediments   by  the  movement  of  log  booms;  the  alteration  of  the  natural composition of the sediments and the benthic community by the accumulation of bark, whole logs and other wood debris on the sediments underneath the log storage areas and in the log dump zone; anoxia in sediments due to an increased organic load; and toxic concentrations of leachates from the logs and other wood debris.

It called for further studies of Minette Bay such as using an underwater camera, could provide  a cost effective  way to visually inspect and classify the bottom sediments. Those sediments could then be sampled

based on the preliminary  mapping  of  sediment  characteristics,  log  handling  impacts  and  visual ·surveys. At these locations the benthic community should be sampled for diversity and species composition.  This information by itself or in conjunction with historical surveys in the bay and Kitimat Arm may give a sense of the degree of impact that log handling operations are having on the ecology of Minette Bay.

It also called for studies for “two small inlets that have very shallow sills; Foch Lagoon which has a 4 metre deep sill at low water and the other is Kiskosh Inlet which has a 2 metre deep sill.”

It notes

Kiskosh Inlet has a maximum depth of about 53m and is more like Minette Bay than Foch Lagoon which has a much deeper basin (250m).  Their very shallow sills suggest that the deep basin waters in these two inlets may be oxygen depleted.  A comparison with Minette Bay may be instructive as there are no log storage or handling activities in either of these inlets.

In 1997, DFO created a list of 52 sites on Douglas Channel that were used as active, abandoned or potential log dump sites, as targets for studies. The east and west sides of Minette Bay were two items on the list. Clio Bay, Foch Lagoon and Kiskosh Inlet were not on that list.

Haisla Chief Counsellor Ellis Ross says that if the Clio Bay capping project works, Minette Bay should be next.

Dissolved oxygen standards

The state of Alaska has set standards for dissolved oxygen in marine water with a minimum of six milligrams per litre in the one metre surface layer for coastal water and 5 milligrams per litre in estuaries, “except where natural conditions cause this value to be depressed,” with an additional standard of a minimum of 4 milligrams per litre at any one point in both coastal waters and estuaries.

In a statement to Northwest Coast Energy News, DFO spokesperson Carrie Mishima said, “Site-specific standards for dissolved oxygen levels will be developed for the enhanced site by sampling a control site having similar habitat parameters.”

It appears from documents posted on the DFO website that dissolved oxygen monitoring has been dismissed by DFO as too expensive until the issue became important to fish farming.

A 2005 DFO report on the Bay of Fundy noted

The time has therefore arrived for Canada to proceed seriously and rapidly toward the development and implementation of adequate dissolved oxygen standards and management protocols for the marine coastal zone and aquaculture. Such an effort will enable us to avoid the serious eco-socio-economic consequences associated with poor water quality. From a risk analyses perspective the dissolved oxygen issue might be classified as manageable. Aquaculture takes place in a relatively small proportion of the Canadian coastline and it is only within some of these areas that aquaculture is intense enough to pose potential problems. Hence, the likelihood of a major aquaculture induced depletion of dissolved oxygen is probably low to moderate and the impact of reductions is also probably low to moderate.

Another 2005 DFO report, again on aquaculture, based on meetings in Ottawa noted:

Dissolved oxygen is not yet an easily applied regulatory tool on a specific case-by-case basis, and views were mixed regarding its promise as a candidate for monitoring environmental quality in the coastal zone. However, it is one of the few options available for monitoring over hard bottoms. It is also a useful tool for predicting and assessing far-field effects in environments where oxygen levels may be a concern.

This despite the fact that Alaska and the EPA had been monitoring dissolved oxygen and setting standards for the previous decade.

Canada does not yet have national standards for dissolved oxygen levels in coastal waters. DFO says “site specific” standards will be applied at Clio Bay, but so far there are no details of what those standards will be.

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Clio Bay: Ward Cove, Alaska, benchmark for log remediation

Special report: Clio Bay cleanup: Controversial, complicated and costly

Ward Cove
Ward Cove, Alaska, in 2005, after the remediation of the bay was completed in 2001 and old industrial buildings were being demolished. (EPA)

 

Ward Cove, just eight kilometres west of Ketchikan, Alaska, was so polluted by effluent from pulp and saw mills and a fish plant, and filled with 16,000 sunken lots that it qualified for a U.S. Environmental Protection Agency Superfund cleanup.

The Ward Cove project is now considered a benchmark for cleaning up similar bays. Alaska officials emphasized to Northwest Coast Energy News, that while Ward Cove does provide guidelines for capping and dredging logs, they were not aware of any project where logs were capped that did not have other forms of contamination.

If you take a look at satellite images of Clio Bay, BC and Ward Cove side by side you immediately you see the similarities and differences between the two bodies of water. (Note due to parameters of Google Earth, images are slightly different scales)

Satellite image of Clio Bay
Google Earth image of Clio Bay
Google Earth image of Ward Cove, Alaska
Google Earth image of Ward Cove, Alaska

Both Clio Bay and Ward Cove are 1.6 kilometres long, somewhat elbow shaped, off a main channel and surrounded by mountains.Ward Cove is 0.8 kilometres wide. Clio Bay is about 0.5 kilmetres wide, 0.8 at its widest point. Both have steep slopes from the mountains. Ward Cove is 61 metres deep at the mouth of the cove, descreasing toward the head. Clio Bay is deeper, 182 metres at the mouth, 90 metres in the centre and between 20 metres and 9 metres at the head.

Both Clio Bay and Ward Cove are subject to tidal circulation. Both Clio Bay and Ward Cove are also influenced by fresh water. Ward Cove is fed by Ward Creek, a smaller Walsh Creek and runoff precipitation the enters the cover from the steep mountain slopes. Clio Bay is fed by one creek, a number of small streams and mountain slope runoff, especially during the spring melt.

Haisla Chief Counsellor Ellis Ross estimates there are between 10,000 and 20,000 sunken logs in Clio Bay. The official summary from the United States Environmental Protection Agency said there were 16,000 sunken logs in Ward Cove.

The major difference with Ward Cove is that it was the site of major industrial development including a pulp mill, a sawmill and a fish plant. That meant the level of pollutants in Ward Cove were much higher than in Clio Bay, which has never been used for an industrial plant. It was the pollutants in Ward Cove, mainly ammonia, hydrogen sulfide, and 4-methylphenol combined with the thousands of sunken logs that made the cove a target cleanup and the associated studies.

A fish plant, Wards Cove Packing opened in 1912 and ceased operations in 2002. The Ketchikan Paper Company mill began operating in 1954 and closed in 1997. Prior to 1971, with the rise of the enviromental movement no permits were required by KPC for discharging effluent into the cove. After that the US Environmental Protection Agency issued a discharge permit and monitored effluent. Throughout the time the KPC mill was operating, the EPA says, “high volumes of log storage (approximately 7 billion board feet) caused accumulation of bark waste and sunken logs at the bottom of the cove.” Gateway Forest Products, a sawmill and veneer plant, continued to store logs in Wards Cove until 2002.

A 2009 monitoring report, conducted by the US Army Corps of Engineers after the cleanup for the EPA noted:

An ecological risk assessment was also conducted using a food-web assessment to estimate risks of bioaccumulative chemicals to representative birds and mammals at the top of the Ward Cove food web. The chemicals evaluated were arsenic, cadmium, mercury, zinc, chlorinated dioxins/furans, and PAHs. The results of this assessment indicated that there are no unacceptable risks to higher trophic level organisms in Ward Cove.

A human health risk assessment was conducted to identify potential risks posed by chemicals detected in sediments or seafood (e.g., fish, shellfish). Ingestion of seafood that may contain chemicals bioaccumulated from the sediments was identified as the only complete exposure pathway for humans. The chemicals that were evaluated included: arsenic, cadmium, mercury, zinc, phenol, 4-methylphenol, chlorinated dioxins/furans, and PAHs. Results concluded that sediments in Ward Cove do not pose an unacceptable risk to human health.

A 2007 report on the Wards Cove remediation from the Alaska Department of Environmental Conservation, noted:

The continuing residues impairment in Ward Cove is caused by the historical accumulation of wood waste on the bottom of the cove. The waste includes an estimated 16,000 sunken logs over at least 75 percent of the bottom and decomposing pulp, wood, and bark waste in sediments in thicknesses up to 10 feet over at least 50 percent of the bottom. Wood waste residues can displace and smother organisms, alter habitat, release leachates, create anoxic conditions, and produce toxic substances, all of which may adversely affect organisms that live both on top of sediments and within sediments.

That is a similar problem to Clio Bay.

The report notes that problems with oxygen increase with depth, noting:

The dissolved oxygen impairment was due largely to the fish-processing waste discharge from the seafood processing facility until 2002, and it was limited to the summer months in deeper waters of the cove (below the picnocline, or stratification layer, approximately 10 meters deep). With that discharge removed, limited monitoring in August and September 2003 indicated that dissolved oxygen impairment might remain near the bottom in waters at depths of 30 meters and greater at certain times and locations due to low natural levels of dissolved oxygen and the continuing decomposition of wood waste. Above 30 meters depth, the waters of the cove appeared to meet the [Alaska state] standard for dissolved oxygen. However, there may be limited capacity for waters at 30 meters and deeper to receive additional loading of oxygen-demanding materials and still meet the standard in summer months.

That should mean that the worries about oxygen depletion at Clio Bay are justified due to Clio’s greater depth.

Studies of the biology of Ward Cove began in 1951, with more in the 1960s and one in 1974. In 1995, Ketchikan Paper Company signed a consent decree with the EPA that called for remediation of Ward Cove, In 2000, KPC and Gateway Forest Products signed a second consent decree with the EPA. Those agreements called on the companies to dredge sediments to improve navigation, remove logs and other debris from the dredging areas and “placing a thin-layer cap of 15-30 cm (six to 12 inches) of sand over about 11 hectares (27 acres) of sunken logs.”

The major studies of Ward Cove began in 1995 after first consent decree. The remediation did not take place until the initial studies were complete in 1999, with dredging and capping taking place from November 2000 to March 2001.

The EPA positioned 13 water quality monitoring stations which operated from 1997 to 2002, to measure salinity, temperature and disolved oxygen, nine inside Ward Cove and four outside the cove in Tongass Narrows. Those studies showed that levels of dissolved oxygen in the cove varied by season, depth and location. Many species from salmon to mobile bottom dwellers like crabs were often able to detect and avoid low oxygen areas.

The plan

The EPA and the companies involved planned the remediation so that it included both dredging, capping logs and sediment and leaving some areas where nature would take its course.

The reports say that complete dredging, removal and disposal of the contamination would have cost $200 million,  The total actual cost of the Ward Cove Remediation Project, beginning with development of the Remedial Design Work Plan, was estimated to have cost $3,964,000 (in 2000 US dollars).

The EPA says cost for the capping component of the project “including preliminary field investigations and reporting, design and plans development, post construction engineering, procurement, construction management, project management, mobilizationm demobilization, engineering/QC and science support, surveys, and capping items” was $2,563,506. Based on the volume of capping material placed, the unit cost of log capping for the Ward Cove Remediation Project was $110 per cubic yard.

Sunken logs retrieved at Ward Cove.
Old logs retrieved from Ward Cove, Alaska during dredging operations to improve navigation. (EPA)

The plan called for dredging about 17,050 cubic yards in the area near the cove’s main dock and the dredging of 3,500 yards metres nearby to improved navigation. Before the dredging, 680 tonnes of sunken logs had to be removed. After dredging, a “thin-layer cap of clean, sandy material” was placed in dredged areas unless native sediments or bedrock was reached during dredging.

In other areas, most covered in sunken logs, the plan called for placement of a thin-layer cap (approximately 6- to 12-inches) of clean, sandy material, with the possibility of “mounding” dropping mounds of sand on specific areas. The 2009 report says the area of sand deposits actually increased “due to the fact that thin layer placement was found to be successful over a broader area, and it was not necessary to construct mounding.”

The plan called for natural recovery in areas where neither capping nor mounding was practicable and so about 50 acres was left alone. (DFO says it plans to leave some parts of Clio Bay uncapped as “reference areas.”)
Slope and sand

Sand capping at Ward Cove
A dredging barge depositing clean sand (originally from Sechelt, BC) during capping operations at Ward Cove, Alaska in 2001. (EPA)

Two studies were carried out as part of the remediation at Ward Cove that do not appear to be contemplated at Clio Bay. The first looked at the “ability of the organic material to support the weight of 15 to 30 centimetres of sand.” Standard engineering equations used at other fill and capping sites were used as part of that study. A second study was carried out to determine the “minimum safety for a given slope,” which given the steep mountains that line Clio Bay, are likely to be factor in the deposit of marine clay. That study determined “For a silty fine sand and a factor of safety of 1.5, the maximum slope would be approximately 40 per cent.”

Those studies led to the conclusion that for the Ward Cove remediation project, the material to be placed on the fine organic sediment could not be gravel and course sand.”

That’s because the larger gravel and course sand “would tend to sink into the sediment and would not provide quality benethic (seabottom) habitat.”

The project decided to use “fine to medium sand with minimal fines.” It also concluded “Because of the very soft existing sediments and steep slopes at Ward Cove, the … material must be released slowly so that the settling velocity is low and bed impact minimized.”

That meant that the EPA had look for a source of quality sand that met their criterion. The sand was found at Construction Aggregates in Sechelt, BC, loaded on 10,000 tonne deck barges, tugged up the coast, unloaded onto land using a conveyor and stockpiled while more tests were done to determine how to deposit the sand on the sunken logs.

Sand bucket at Ward Cove
Dredging bucket modified to deposit sand during capping operations at Ward Cove, Alaska. (EPA)

Sand was placed on a smaller barge and taken to the deposit site. Initial tests were done with a mechanical dredge equipped with a clamshell bucket. The operator deposited the sand using “swaths” released from the bucket. To make it work properly, the bucket, as supplied by a manufacturer had to be modified by welding baffle plates to the bucket and lengthening the chains to insure consistent deposition of the sand. Two computers with special software called WINOPS, designed for dredging operations  “provided the operator and deck engineer the precise locations of the derrick barge position” in order to ensure precise deposition of the sand. WINOPS dredge positioning and guidance software. The WINOPS system made use of three differential global positioning receivers. One GPS receiver was located at the top of the derrick and provided the center positioning of the dredge bucket. Two fixed receivers, one near the starboard center spud and one near the center aft, provided the barge position and heading.

Although using marine clay is likely to produce different engineering challenges at Clio Bay, it is not currently clear that the project has contemplated the level of precision that was used at Ward Cove.

While KM LNG must find a way to dispose of the marine clay from the Bish Cove excavation site, there is a silver lining for the Haisla Nation’s aim of restoring both Clio Bay and the other 50 sites in their traditional territory, since the Kitimat Sand Hill would likely be a ready resource for any future projects.
Monitoring

The EPA considered the project finished in September 2001, and long term monitoring began, with major updates every five years in 2004 and 2009.

An EPA report on the 2004 review showed that the three sand-capped areas and one shallow natural recovery area (not sand-capped) had achieved biological recovery; three other natural recovery areas tested had not achieved biological recovery but were making significant progress.

The  2004 studies showed that benethic (sea bottom) communities in uncapped areas showed “species commonly found in areas where organic enrichment is low or declining.” adding “In three other natural recovery areas, benthic communities have not progressed as far toward recovery but are making significant progress.

By the time of the 2009 update, most of the old industrial infrastucture on land at Ward Cove had been demolished and the land area was slated for redevelopment. Many of the companies that had been there had either gone out of business or had declared bankruptcy and the land was taken over by the Ketchikan Gateway Borough,mostly through foreclosure.

The EPA declared that “The remedial action construction is complete, and the remedial action is an operating or ongoing remedial action.”

The 2009 report says that the project was successful in eliminating sediment toxicity. The area was then quickly being recolonized by a diverse bottom dwelling macroinvertebrate species and those species were spreading beyond the specific study areas, so recovery of Ward Cove is expected to continue.

However the 2004 report went on to say that “the achievement of stable benthic biological communities with balanced species composition in more than 75 percent of the area with documented coverage by wood residues on the bottom of Ward Cove” would happen within 40 years from the 2004 study.

The next review of Ward Cove is slated for August 2015.

 

Sand capping
Diagram of a sand capping operation from a barge. (US Army Corps of Engineers)

 

Diagram of a sediment capping operation knowing as diffusion (US Army Corps of Engineers)
Diagram of a sediment capping operation knowing as diffusion (US Army Corps of Engineers)

 

 

Termie
Diagram of a Japanese system called tremie that uses a hose system to deposit capping material on the seabed. (US Army Corps of Engineers)

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Clio Bay: Chevron statement

Chevron LogoSpecial report: Clio Bay cleanup: Controversial, complicated and costly

Here is the text of a statement Chevron spokesperson Gillian Robinson Riddell sent to Northwest Coast Energy News

The Clio Bay Restoration Project proposed by Chevron, is planned to get underway sometime in early 2014. The proposal is fully supported by the Federal Department of Fisheries and Oceans and the Haisla First Nation Council. The project has been put forward as the best option for removal of the marine clay that is being excavated from the Kitimat LNG site at Bish Cove. Chevron hired Stantec, an independent engineering and environmental consulting firm with extensive experience in many major habitat restoration projects that involve public safety and environmental conservation. The Haisla, along with Stantec’s local marine biologists, identified Clio Bay as a site that has undergone significant environmental degradation over years of accumulation of underwater wood debris caused by historic log-booming operations. The proposal put forward by the marine biologists was that restoration of the marine ecosystem in the Bay could be achieved if marine clay from Chevron’s facility site, was used to cover the woody debris at the bottom of the Bay. The process outlined by the project proposal is designed to restore the Clio Bay seafloor to its original soft substrate that could sustain a recovery of biological diversity.

In preparing this restoration project proposal for Chevron, Stantec conducted independent field studies carried out by their own marine biologists who are registered with BC College of Applied Biology. Two of the studies used in the development of the proposed project were previously published scientific studies on the effects of log-boom activity and log boom activity in Clio Bay that determined log boom and storage activity has had a negative impact on marine diversity. There are previous case studies where capping activity has been used in marine environments.

Stantec’s, and previous studies, have determined that Clio Bay has changed from a once highly productive marine bay characterized by plentiful predatory species such as Dungeness Crab and sunflower stars to a less productive environment hosting more opportunistic and resilient species such as squat lobster and sea anemones. One such study found that compared to Eagle Bay, which has not been affected by logging activity had five times the Dungeness Crab population of Clio Bay. Independent studies conducted before Chevron began working at Bish Cove found that if Clio Bay is left in its current degraded condition, the woody debris will continue to foster and abnormal, species-deficient habitat for several decades. Extensive fieldwork carried out by Stantec’s marine biologists used SCUBA and Remote Operated Vehicle surveys to observe and record all flora and fauna in the bay and its levels of abundance. Stantec’s observations echoed the previous studies which determined that the massive amount of wood has harmed Clio Bay’s habitat and ecosystem.

Most importantly, when considering the work Chevron is proposing to carry out in Clio Bay, it is important to note that a primary objective of all Chevron’s operations is to protect people and the environment. A good example of how we have done that on other projects can be seen in the construction of Chevron’s Gorgon LNG plant in Australia on Barrow Island, which is a Class A nature reserve. Although identified as one of the most important wildlife refuges in the world, and the site was chosen only after a thorough assessment of the viability of other potential locations, and after the implementation of extensive mitigation measures, including a vigorous quarantine program for all equipment and materials brought on to the Barrow island site to prevent the introduction of potentially harmful alien species. Those same high environmental standards are being applied to the Kitimat LNG project and the proposed Clio Bay Restoration project. The proposed work would be carried out with a stringent DFO approved operational plan in place and would be overseen by qualified environmental specialists on-site.

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Coast Guard plans to pump oil from sunken WWII transport in Grenville Channel

The Canadian Coast Guard says it will undertake “a significant environmental response operation” because more oil is leaking from the sunken Second World War United States Army Transport vessel, the Brigadier General M.G. Zalinski. 

The Coast Guard says that an operation known as “hot tapping” will be used to remove the oil from the Zalinski. Hot tapping was used recently to remove fuel from the sunken cruise liner Costa Concordia off Italy and the container ship Rena which broke up off New Zealand.

The Coast Guard says:

Hot tapping is a well-known and frequently used method of removing oil from the tanks of stricken vessels. Holes are carefully drilled into the side of the vessel to access fuel-tanks and then hot steam is pumped into the tanks. The steam increases the temperature of the oil and enables it to flow more easily. The oil is then pumped to the surface for safe disposal.

The procedure can be done with holes of very small sizes up to very large diameters. Hot tapping is used in both marine and land-based scenarios.

 

The red sections in the image above represent the fuel tanks of the Zalinski; the possible locations for hot tapping of the vessel. The yellow sections represent the cargo holds. (Canadian Coast Guard)
The red sections in the image above represent the fuel tanks of the Zalinski; the possible locations for hot tapping of the vessel. The yellow sections represent the cargo holds. (Canadian Coast Guard)

The Canadian Coast Guard says it “has engaged the Gitga’at First Nation and the Province of British Columbia to participate in the operation and maintain a presence at the wreck site” and will keep the Gitga’at First Nation informed of what is going on:

The Coast Guard recognizes that given their proximity to the Zalinski site and their interest in the oil recovery operation, the Gitga’at need to be informed on the progress of the operation and that they have important local knowledge and skill that will be beneficial to the operation.

 

Related:More oil leaking from sunken WWII US transport near Hartley Bay, Gitga’at warn

The Coast Guard says that environmental monitoring in January and March of 2013, discovered “further upwelling” of oil and added new patches to the sunken vessel.

The Coast Guard says: “Although the patches from 2012 and 2013 remain in place, early patches have begun to leak and the Canadian Coast Guard has determined that the structural integrity of the vessel is deteriorating.”

Brigadier General M.G. Zalinski
USAT Brigadier General M.G. Zalinski (Canadian Coast Guard)

The  USAT Brigadier General M.G. Zalinski was built in 1919 and served as a United States Army Transport vessel during the Second World War. It ran aground during a storm and sank in 1946 in the Grenville Channel about 100 kilometres south of Prince Rupert.

According to a Coast Guard News release, the wreck was “undetected” until the fall of 2003 in 34 metres of water near an underwater cliff about 20 metres from shore.

In September 2003, the United States Coast Guard Cutter Maple reported pollution in the Grenville Channel to the Canadian Coast Guard.

The CCGS Tanu  investigated the source of the pollution and collected oil samples, but, the news release says, the vessel remained elusive and undetected.

A month later, more oil pollution was spotted so the Canadian Coast Guard used a remotely operated underwater vehicle which located the Zalinski.

New pollution was reported in the channel in October 2003 by a commercial airline pilot and at this time the Coast Guard suspected that the source of the upwelling of oil was an old wreck.
In 2003 and 2004, the Canadian Coast Guard contracted divers to patch the vessel to prevent the leak of oil.

The Coast Guard says it regularly monitored the site with the help of Transport Canada’s National Aerial Surveillance Program. Local First Nations Groups also monitored the wreck site.
More oil was spotted in April 2012, and at that time, contract divers patched the Zalinski with an epoxy that hardens underwater.

The Coast Guard says new dive footage has shown that metal rivets that hold the hull’s plates are corroding and that the hull is buckling.

as the state of the vessel deteriorates, the Coast Guard has determined that to prevent any harm to the environment, a significant operation should be undertaken to remove the oil from the vessel. The Canadian Coast Guard will be the on-scene commander for the duration of the operation, directing the recovery and the removal of marine pollutants from the vessel and actively monitoring the operation.

The Canadian Coast Guard has also engaged the province of British Columbia and local First Nations groups to solicit their feedback on the operation. On July 26, 2013, Public Works and Government Services Canada posted two requests for proposal seeking a third-party to conduct the oil removal operation and oil spill response services to assist in the case that any oil leaks from the vessel as the operation progresses.

Map of Grenville Channel
Wreck sites for M.G. Zalinksi and Queen of the North (Canadian Coast Guard)

It is expected that the operation will begin in September 2013 and will conclude in December 2013. The Coast Guard says because the Grenville Channel is so narrow, some restrictions on vessel traffic in the Inland Passage will be needed.

The Grenville Channel is a narrow fjord-like waterway with significant tidal fluctuations and currents up to three knots. The shoreline is rocky and steep with little shoreline vegetation.
The Grenville Channel sees commercial fishing vessels, ferries, cruise ships, and pleasure craft transiting its waters on a regular basis, with increased frequency in the summer months. These waters, naturally shielded from stronger offshore winds and weather conditions, are the preferred route of many cruise ships.

The more mild sailing conditions and the stunning natural beauty of the area make the Grenville channel one of the scenic highlights of many marine travellers on Canada’s West Coast.

 

“No need to scare people” about tanker disasters, Transport Minister tells Commons

“There is no need to scare people,” about tankers, Transport Minister Denis Lebel told the House of Commons on Thursday, March 28.

Lebel was answering a question from Skeena Bulkley Valley MP and NDP House Leader Nathan Cullen.

The official transcript from Hansard records Cullen’s question about the federal government’s unexpected declaration that Kitimat would become a public port.

Mr. Speaker, last week, in their panic to ram a bitumen pipeline through to British Columbia’s north coast, the Conservatives simply decreed that they would take over the Port of Kitimat. Rather than picking up the phone and talking with the local council or the Haisla Nation, the government parachuted in a minister from Toronto to make the announcement. There was no consultation, no respect, just bulldozers.
We see again the fundamental disrespect the government has for first nations here today. Now the Conservatives are scrambling, saying that they will consult after they have clearly made up their minds, the exact approach they take on the pipeline. When will the government start to respect the people of the northwest?

Lebel replied in French, and as is usual in Question Period did not answer Cullen’s question.

The official translation in Hansard reads.

Mr. Speaker, last week we announced the creation of an expert panel. These people will work together to think of how to improve things.
We have a very good system for dealing with oil spills. We will continue to move forward and keep everyone safe.
Canada has not had any major oil spills in its history. There is no need to scare people. We will continue to work on measures.
I thank all members of the panel led by Mr. Houston for their ability to find solutions.

This Youtube video shows Cullen’s question and Lebel’s response. The live translation is a little different, but the effect is the same.


Cullen later issued a news release commenting

Cullen’s question came on the heels of reports that neither Kitimat Council nor the Haisla Nation were consulted in advance of the federal government’s decision to take over the Kitimat port. The move represents an apparent ongoing tendency by the Conservative federal government to offer consultation with communities and First Nations, but only after they’ve already made their decision.

Cullen later reflected that, regardless of one’s position on the Northern Gateway pipeline, open and prior consultation is crucial to fostering good governance and the trust of the general public. By contrast, said Cullen, “the Conservatives are writing the book on how to ignore communities and First Nations, and damage public faith. This is just the latest chapter.”

Denis Lebel represents that land locked Quebec riding of  Roberval—Lac-Saint-Jean. The riding does have Lac St. Jean which is described in Wikipedia as

a large, relatively shallow lake in south-central Quebec, Canada, in the Laurentian Highlands. It is situated 206 kilometres north of the Saint Lawrence River, into which it drains via the Saguenay River. It covers an area of 1,053 km2 (407 sq mi), and is 63.1 m (207 ft) at its deepest point.

It is unlikely there will ever be a Very Large Crude Carrier on Lac St. Jean.

In its earliest statements the Harper Conservatives were careful to say that there had never been a tanker disaster on the west coast. Now, in its Orwellian fashion, the government is now saying “Canada has not had any major oil spills in its history.”

That statement, of course, ignores the Arrow tanker disaster off  Chedabucto Bay, Nova Scotia on  February 4, 1970, which the Environment Canada website, (as of April 1, 2013), describes this way

the calamity had reached catastrophic proportions. Out of the 375 statute miles of shoreline in the Bay area, 190 miles had been contaminated in varying degrees.

The Maritime Musem of the Atlantic wreck site describes a double barreled disaster where the oil was transferred to the Irving Whale, which later sank

There is also this report from a student at St Francis Xavier university.

 Related:

Analysis: The Harper government’s week of history-making blunders