Marathon Petroleum Co. v. Midwest Marine, Inc.

906 F. Supp. 2d 673, 2012 WL 5334117
CourtDistrict Court, E.D. Michigan
DecidedOctober 26, 2012
DocketCase No. 09-13804
StatusPublished
Cited by1 cases

This text of 906 F. Supp. 2d 673 (Marathon Petroleum Co. v. Midwest Marine, Inc.) is published on Counsel Stack Legal Research, covering District Court, E.D. Michigan primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Marathon Petroleum Co. v. Midwest Marine, Inc., 906 F. Supp. 2d 673, 2012 WL 5334117 (E.D. Mich. 2012).

Opinion

CORRECTED OPINION AND ORDER ADJUDICATING MOTIONS IN LI-MINE AND MOTIONS TO EXCLUDE EXPERT WITNESSES AND ESTABLISHING NEW CASE MANAGEMENT DATES

DAVID M. LAWSON, District Judge.

The Court files this corrected version of its opinion and order originally filed on October 19, 2012 to correct non-substantive errors found in the original.

Presently before the Court are several motions filed by plaintiff Marathon Petroleum Company challenging the evidence the defendants seek to offer at trial. The defendants also have filed a motion challenging the plaintiffs expert witness. The Court has heard oral' argument on the motions and will address them in turn.

I.

The case is about a failed storage tank that contained thousands of gallons of asphalt that belonged to Marathon. Defendant Midwest Marine, Inc., which does business as Michigan Marine Terminal (MMT), is the owner of a storage tank facility in River Rouge, Michigan. On May 21, 2009, one of MMT’s storage tanks, known as Tank B, ruptured and spilled approximately 12,758 tons (which amounts to 2,980,471 gallons) of liquid asphalt. A principal bone of contention in this case is the cause of the tank rupture. Marathon [679]*679alleges that Tank B was defective and negligently maintained. MMT says that its tank was in fine shape until Marathon introduced a batch of asphalt that was mixed with polyphosphoric acid (“PPA”) in such a way that the asphalt blend became corrosive and destroyed the tank wall, causing it to rupture. Marathon seeks to recover the cost of its asphalt. MMT has counterclaimed for the damage to its tank and property, which was damaged further by a fire that occurred during the spilled-asphalt recovery effort.

II.

A. Marathon’s motion to exclude expert Elizabeth Buc [dkt. # 147]

The defendants have retained Dr. Elizabeth Buc, a metallurgical engineer, to furnish opinions on (1) the cause of the failure of Tank B; (2) the cause of the fire that occurred on October 20, 2009; and (3) the quality of asphalt on the ground inside the containment areas at the terminal after the fire. Marathon contends that Dr. Buc’s opinions, especially as to the cause of Tank B’s failure, are based on speculation, uninformed by proper testing, and were formed by using improper methodology.

The focus of Dr. Buc’s opinion about Tank B’s failure is on an asphalt additive called polyphosphoric acid (PPA). PPA is a known corrosive to carbon steel; Tank B is made of carbon steel. Dr. Buc opines that Marathon did not properly blend PPA with its “neat” asphalt, causing the blended asphalt to become acidic, hazardous, and corrosive. She asserts that the corrosive asphalt blend damaged the tank walls and caused Tank B to fail.

Dr. Bug is a licensed Professional Engineer in metallurgical engineering in Michigan and holds a Ph.D. in Material Science and Engineering, an M.S. in Chemistry, and a B.S. in Chemistry. Dr. Buc is a Certified Fire Investigator. She apparently has been recognized as an expert in chemistry, metallurgy, and fire investigation, and she also is a voting principal member of the National Fire Protection Association’s Hazardous Chemicals Technical Committee and was appointed to the Fire Protection Research Foundation Research Advisory Committee. Dr. Buc’s analysis of the materials found in Tank B after the rupture and her reasoning as to the failure mechanism is set forth in her report. It is useful to quote it at some length to put into context Marathon’s criticism of it.

The contents of Tank B are not homogeneous. Tank B contains a liquid phase that is clearly acidic with pH as low as 1.4 (e.g. strong acid). Even the asphalt binder inside Tank B is acidic, with leachate pH ranging from 2.1 to 5.8. The asphalt binder is supposed to be pH neutral. Materials with pH less than 2.0 are considered hazardous waste. Corrosive solids are recognized hazardous materials. At the time of this report, there is approximately 40-ton of asphalt binder remaining inside Tank B. MMT does not have a permit for and were never told they were storing hazardous material.
When Tank B was first opened in March 2010, there were 2 feet 3 inches of asphalt binder under 2 to 3 inches of water on top of the asphalt binder. The water was drained from the tank so that excavation of the asphalt binder could be initiated in order to isolate the failure location. The pH of the water, sampled when the tank was first opened, ranged from 2.58 to 2.66. Chemical analysis of this water from the tank showed 1,200 mg/L sulfate anion. The water was most likely rain and firefighting water that entered the tank top vents and that sat in contact with the acidic asphalt binder.
[680]*680After the standing water was pumped out and as the asphalt binder contents of the tank were being excavated, another liquid phase at/near the bottom inside Tank B was observed. The release of the liquid phase was witnessed by the EQ excavator operator and by terminal employees. This liquid was sampled from various locations inside the tank for pH and chemical analysis. The quantity, location, and release of this liquid were documented with photographs and video recordings. Marathon engineers were present and collected many of the same samples.
The presence of this liquid phase was observed nearly everywhere inside the Tank — along the wall starting at the northeast by the EQ operator, the entire north to north east wall or shell extending past the location of the failure as well as in the center of the Tank. The liquid phase was present at the bottom of the tank, at/near the tank’s floor-shell interface and was also observed to form pockets or blisters around the coil pack, columns and the center of the Tank.... Individual blisters were easily drained of 250 mL of liquid (Fig. 3). To further demonstrate the pervasiveness of the liquid phase inside the Tank, a hole was drilled 2 inches from the bottom of the sketch plate from the exterior of the Tank. The liquid drained out of the opening. During one site visit inside Tank B on April 2010, a total of 4,250 mL (1.1 gallon) of the liquid were collected over a limited area of the tank’s floor. Samples of this liquid collected from at least 10 different locations inside the Tank are preserved in FMRL’s Livonia laboratory.
The asphalt binder closest the floor inside the tank was observed to be saturated with this liquid. The saturated asphalt binder was brittle and granular and did not resemble asphalt binder.
The saturated asphalt binder and liquid accumulation extended at least 24 inches from the shell towards the center of the tank. This saturated asphalt binder is heterogeneous and contains deleterious materials. This physical appearance and granular texture and acidity are more like acid tar, a known hazardous material, and a product of the petroleum refining industry.
The liquid was subject to analysis by four laboratories and was found to be strongly acidic. The liquid was clear, ranged in color from light pink to reddish and had a distinctive odor similar to vinegar. The pH of the liquid ranged from 1.4 to 3.87. FMRL reported pH 1.84 on March 27, 2010. A sample of the liquid in Tank B was collected by EQ on August 19, 2010, and analyzed by Trimatrix Laboratories. Trimatrix reported the pH of the liquid was 1.80. Field measurements during sampling on December 2 registered pH 1.40 and 1.85.

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Bluebook (online)
906 F. Supp. 2d 673, 2012 WL 5334117, Counsel Stack Legal Research, https://law.counselstack.com/opinion/marathon-petroleum-co-v-midwest-marine-inc-mied-2012.