Hostetler v. Johnson Controls Inc

District Court, N.D. Indiana·Decided October 8, 2020·No. 3:15-cv-00226·Unknown

Opinion

UNITED STATES DISTRICT COURT NORTHERN DISTRICT OF INDIANA SOUTH BEND DIVISION AMOS HOSTETLER, et al., ) ) Plaintiffs, ) ) v. ) Case No. 3:15-cv-226 JD ) JOHNSON CONTROLS, INC., et al., ) ) Defendants. ) OPINION AND ORDER Five plaintiffs assert claims against Johnson Controls, asserting that their homes have been impacted by contamination from a former Johnson Controls facility. As relevant here, they assert that the contamination has caused TCE and PCE vapors to enter the indoor air of their homes. They claim that vapors in the soils at the site have migrated to their homes through the soil and through sewer lines. They also allege that contaminated groundwater below their homes produced vapors that migrated upwards to their homes. The Plaintiffs retained an expert, Dr. Vasiliki Keramida, to calculate the concentrations of vapors that would have resulted inside their homes through these various routes. Johnson Controls moves to exclude those opinions under Rule 702, offering a litany of criticisms of Dr. Keramida’s analysis. Some of its arguments reflect disagreements with her inputs or conclusions, which are not grounds for excluding expert testimony. Others, however, go to whether she reliably applied her methodologies to the facts of this case. As to those issues, the Court agrees with Johnson Controls’ arguments, so it grants the motion in part. A. Dr. Keramida’s Analysis Dr. Keramida employed a somewhat complex methodology to estimate the amount of vapors that would have reached each plaintiff’s home. She analyzed four different sources that een een nnn nn ne IIE EE III IEEE ISIE EINE EID me

could have contributed to the indoor air contamination: (1) vapors in the soil below the former plant at the site (in the central and eastern portion of the site); (2) vapors in the soil below the former parking area at the site (in the western portion of the site); (3) vapors from the groundwater below the Plaintiffs’ homes; and (4) vapors from sewer lines. In the figure below, the thick black line outlines the “‘plant area,” the thick blue and red lines to its left outline the “parking area” for TCE and PCE, respectively. The yellow-shaded hexagons reflect the Plaintiffs’ properties, and the thin colored lines reflect utility lines. SS == == □ ae at — j= — = a a ee a a | os □□ Ty x. he ye ae GE rr i) Cy | 7 Coe PARKING AREA eel a Geen ras = a "ii Ca Chic MieK ie) (yey paneer ce s..|)lU —— re eT “Pusmoaee” OB Ae aa AE ERIE ORS FORMER JCI PROPERTY ot a ~~ Atos

iy SS ee, PX 2G OOO : Le bee Se See mre: Cs ra a i A | sie lf p ole» 4 ge en Ln es Vapors from the first three sources—the plant area, the parking area, and the neighborhood groundwater—would have entered the homes (if at all) through the homes’ sub- slabs. For each of those three sources, Dr. Keramida calculated the amount of vapors that would have traveled from those sources to each home’s sub-slab. She then added those concentrations together to produce the total sub-slab vapor concentrations for each home. She then multiplied that by a ratio of the indoor air and sub-slab vapor concentrations (the sub-slab to indoor air attenuation factor) to determine the levels of vapors that the sub-slab vapors would have produced in each home.

Dr. Keramida then calculated the concentration of vapors that would have entered from sewer lines. To do so, she used the vapor levels that had been detected in sewer lines near each home. She then multiplied that amount by an attenuation factor that she calculated to reflect the ratio between sewer vapors and indoor air vapors. Finally, she added those amounts to the vapor

levels that would have entered through the sub-slab, producing the total vapor concentration in each home, for each year of occupancy. She performed this same analysis for TCE and PCE, but omitted the neighborhood groundwater as a source area for her PCE calculation, as PCE has not been detected in the groundwater below the neighborhood. Further complicating this analysis, Dr. Keramida used a different process for each source area to determine the vapor levels those areas would have produced. For the plant area, Dr. Keramida began her analysis with soil samples reflecting the concentration of contaminants in the soil. From the soil samples, she calculated the vapor concentrations that the soil contamination would have produced. She then averaged those concentrations, multiplied the average concentration by the total volume of the site, and multiplied that by the “soil air filled

porosity” (reflecting the amount of air in the soil), to produce the total mass of vapor contamination in this entire source area. From there, she calculated how many of those vapors would have traveled laterally through the soil and reached each home through the process of diffusion—movement from areas of higher concentration to lower concentration. For that step, she used the “Crank Equation 3.5,” a mathematical equation used to calculate what concentration will result a given distance away, after a certain amount of time, if a certain mass is released from a certain point: een een nnn nn nnn IEE IE IIE ISIE EE I

c-— □□□ = exp(-—— 8(mDt)2 4Dt Assumption: a. Point instantaneous source b. Infinite volume Where c= Soil vapor concentration at distance r from the source and time t from release of the source M= Mass of contaminant released at source D= Effective diffusivity t= Time from release of the source r= Distance from the source (distance of each Home) This equation assumes that a single mass is released from a single point, and that it diffuses into an infinite volume. As the input for distance, Dr. Keramida used the distance between each home and a point on the western edge of this source area—the closest point to the Plaintiffs’ homes within the plant area. The output of that equation produced an estimated vapor concentration in the sub-slab of each home for each year. Dr. Keramida used a similar approach for the parking area, except that she used groundwater samples instead of soil samples to calculate the total mass of contamination in that area. From the groundwater samples, Dr. Keramida used an equation to determine the amount of vapors that the groundwater contamination would have produced. She then averaged those concentrations and, like for the plant area, multiplied that average by the total volume of the area and by the soil air filled porosity, to arrive at a total mass of contaminants in this area. Dr. Keramida then applied the Crank Equation using that mass as an input, to determine how much vapor would have traveled by lateral diffusion from this area to each home. For the distance input, she used the distance between each home and a point at the western edge of this area. The result represented the estimated vapor levels at each home’s sub-slab attributable to the vapors in this area.

Dr. Keramida used a different method for the next source—the vapors produced by contamination in the shallow groundwater below each home. (Dr. Keramida did not use this step for PCE, which has not been detected in the neighborhood groundwater.) Dr. Keramida first used groundwater samples from near each home to estimate the amount of groundwater contamination

below each home. She then used an equation—the Johnson and Ettinger model—to determine the levels of vapors that would volatize from the groundwater and migrate vertically to reach the sub-slabs. This model can be used to evaluate the amount of vapors that will volatize from groundwater, the diffusion through the soil to the sub-slab, and the transport across the building slab and the vapors’ mixing with indoor air. Its inputs include parameters relating to the groundwater and soil properties, chemical properties, and building properties. Dr. Keramida applied this model to calculate the concentration of vapors at the sub-slab.

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