Palmer et al v. Sun Coast Contracting Services, LLC et al
Order Granting Defendants Drying Facility Asset Holdings, LLC, Shale Support Services, LLC, and Linfield, Hunter & Junis, Inc.'s Joint Motion 230 to Exclude or Limit the Testimony of Plaintiffs' Proffered Expert, Jamie Saxon, under Federal Rule of Evidence 702 and Daubert. Signed by District Judge Halil S. Ozerden on July 7, 2017. (BGL)
IN THE UNITED STATES DISTRICT COURT
FOR THE SOUTHERN DISTRICT OF MISSISSIPPI
JEFFERY CHAD PALMER, et al.
CIVIL NO. 1:15cv34-HSO-JCG
SUN COAST CONTRACTING SERVICES, INC., et al.
ORDER GRANTING DEFENDANTS DRYING FACILITY ASSET
HOLDINGS, LLC, SHALE SUPPORT SERVICES, LLC, AND LINFIELD,
HUNTER & JUNIS, INC.’S JOINT MOTION  TO EXCLUDE OR LIMIT
THE TESTIMONY OF PLAINTIFFS’ PROFFERED EXPERT, JAMIE
SAXON, UNDER FEDERAL RULE OF EVIDENCE 702 AND DAUBERT
BEFORE THE COURT is the Joint Motion  of Defendants Drying
Facility Asset Holdings, LLC, Shale Support Services, LLC, and Linfield, Hunter &
Junis, Inc., to Exclude or Limit the Testimony of Plaintiffs’ Proffered Expert, Jamie
Saxon, under Federal Rule of Evidence 702 and Daubert.
This Motion is fully
briefed. Having considered the Motion, related pleadings, the record, and relevant
legal authority, the Court is of the opinion that Defendants’ Motion should be
granted, and Jamie Saxon will be prohibited from testifying at trial.
Facts and Procedural History
Plaintiffs Jeffery Chad Palmer, Brenda and Mark Rody, Donald and Jennifer
Juan, David and Karen Taporco, Kimberly and Milton J. Jacobs, Jr., Mary and
Nicholas Sciambra, and Anthony Pressley (“Plaintiffs”) are owners of houses in the
Ravenwood Subdivision (“Ravenwood”) located in an “unincorporated section of
Pearl River County, Mississippi (“PRC”)[,] just south of the city limits of Picayune,
Am. Compl.  at 2, 6.
Plaintiffs allege that at the time they
purchased their houses in Ravenwood, the land comprising Ravenwood together
with a larger parcel of land served as a watershed for the Alligator Branch
waterway and allowed the overflow of that waterway to move “east and west away
from” Ravenwood. Id. at 6-7.
Plaintiffs contend that beginning on February 23, 2012, their houses began
“vibrating violently” when Defendants began driving pilings into the ground on a
section of land contained within the watershed. Id. at 8-9.
to the Pearl River County Board of Supervisors (the “Board”) and the contractors
but the construction/vibrations continued. Id.
Plaintiffs also questioned the
Board about the dump trucks that were coming and going from the property. Id.
The Board allegedly did not respond to Plaintiffs’ complaints or inquires until
at a meeting held on March 5, 2012, when the Board announced that Defendant
Alliance Consulting Group, LLC (“Alliance”), had previously been granted
permission to construct a “frac sand plant” (“the Plant”) on a section of land
contained within the watershed that Alliance had leased from Defendant AHG
Id. at 6, 8.
constructed at the Plant.
Later in 2015, “a multi-track railroad spur” was
Linfield, Hunter & Junis, Inc., Mem. Summ. J.  at
On February 5, 2015, Plaintiffs filed a Complaint  in this Court against a
number of Defendants, alleging they had suffered damages to their houses and
quality of life due to the construction and operation of the Plant and the associated
rail spur. Plaintiffs filed an Amended Complaint on February 4, 2016, naming as
Defendants Sun Coast Contracting Services, LLC; Integrated Pro Services, LLC;
Ranger Contracting, LLC; H&H Trucking, LLC; AHG Solutions, LLC; Linfield,
Hunter & Junius, Inc.; Shale Support Services, LLC; Drying Facility Asset
Holdings, LLC; and ELOS Environmental, LLC.1 Am. Compl.  at 2-4.
Plaintiffs allege that vibrations from pile-driving during construction caused
“obvious and visible cracks in the brick veneer of their homes, cracks in the stucco,
separations of the walls in comers (sic) and around doors and windows, windows
that would no longer open, and cracks” in the foundations of the houses; that
development of the land increased flooding in their subdivision; that the Plant
produces continuous loud noises as it runs throughout the night; that the Plant
emits a “nauseating foul smell;” and that dust from the Plant’s operations settles
over their property. Id. at 9-13.
The Amended Complaint asserts claims against
Defendants in four separate counts, specifically for: (1) Negligence; (2) Trespass; (3)
Private Nuisance; and (4) a Declaratory Ruling. Id. at 11-13.
Plaintiffs’ original Complaint also named the Federal Emergency Management Agency
and the United States Army Corp of Engineers; however, these Defendants were dismissed
by the Court’s October 6, 2015, Order . The Complaint had also identified Advanced
Inc. Group as a Defendant but Advanced was omitted from the Amended Complaint.
Expert Report of Jamie L. Saxon, P.E. [230-1]
Plaintiffs designated Jamie L. Saxon, P.E., as a “qualified structural
engineer” to opine on the causal relationship between the construction/operation of
the Plant and the damages to Plaintiffs’ houses.
Saxon submitted an original
Report on March 24, 2016, and a Revised Report on April 29, 2016.
[230-2] at 20.2
Saxon’s original Report does not appear within the record here, and
Saxon testified at his deposition that it was no longer relevant in light of his April
29, 2016, Revised Report. Id. Saxon’s Revised Report reflected that his opinions
were based upon his “understanding of structures and the interaction of the
foundation to the supporting soils, the effects of vibrations on structures.” Saxon
Revised Report [230-1] at 4.
Saxon based his opinion on documents he received from Plaintiffs and
Plaintiffs’ counsel, his April 21, 2016, “visit” to the Plant and the houses, and his
review of a study done for the “New Zealand Transport Agency . . . [and] applicable
extracts from German Standard DIN 4150-3:1999 and British Standard BS 73852:1993.”
Id. at 1-4. Saxon’s opinion is that
the intermittent pounding vibrations from driving pipe and sheet piles
and continuous low vibrations caused by other construction activity and
daily operations of the adjacent plant and rail spur augmented by more
frequent and longer lasting flooding has resulted in the densification of
the fill material placed below each of the houses and this has resulted
in the damages noted.
2 Saxon Dep. [230-2] at 20 (page 75 as paginated by the court reporter).
Id. at 4.
Saxon concludes that his opinion is based “upon his observations and review
of supplied materials and reports.”
Defendants’ Joint Motion to Exclude 
On March 20, 2017, Defendants filed the present Joint Motion  to
Exclude or Limit Saxon’s testimony. Defendants assert that Saxon is not qualified
under Federal Rule of Evidence 702 or Daubert to testify regarding his opinions
that Defendants’ construction and operation of the Plant caused any damage to
Plaintiffs’ houses from either vibrations or the alleged increase in flooding, that
Saxon did not employ a “sound methodology” in formulating his opinions, and that
his opinions are not “founded on sufficient facts or data.” Joint Mot.  at 1;
Mem. in Supp.  at 1.
Defendants argue that Saxon performed no “independent investigation and
instead relied wholly on the information provided to him by the Plaintiffs.”
in Supp.  at 7-17.
According to Defendants, when asked at his deposition if he
relied upon Plaintiffs’ allegations to form his opinion, Saxon admitted that he had,
Q. Okay. So your opinion is based on the plaintiffs’ description
of what they experienced during construction; the fact that there are
various degrees of damage, cracks, things like that at their homes that
they claim weren't there before; and then the fact that pile driving and
construction actually occurred; and the correlation between those led
you to the conclusion that the construction caused the damage that the
Mem. in Supp.  at 9 (quoting Saxon Dep. [230-2] at 9).3
Plaintiffs’ Response maintains that Saxon is qualified, that he employed a
reliable methodology, and that his opinions are relevant. Resp. in Opp’n  at 1;
Mem.  at 3-4. Plaintiffs support their Response by attaching only one Exhibit,
Saxon’s Resume [283-1], which they assert reflects that Saxon is qualified to offer
an opinion in this case based upon his “25 years experience as an engineer” and his
past structural and engineering experience which included many “unique and
complex foundation systems including causes of foundation failure.”
Mem.  at
Plaintiffs further maintain that “the methodology used by Mr. Saxon is
appropriate to the industry standards.” Id. at 3-4.
Rule 702 and Daubert
Federal Rule of Evidence 702 provides that [a] witness who is qualified as an
expert by knowledge, skill, experience, training, or education may testify in the
form of an opinion or otherwise if:
the expert’s scientific, technical, or other specialized knowledge will
help the trier of fact to understand the evidence or to determine a
fact in issue;
(b) the testimony is based on sufficient facts or data;
(c) the testimony is the product of reliable principles and methods; and
3 Saxon Dep. [230-2] at 9 (with the quotation taken from page 30, lines 8-18 as paginated
by the court reporter).
(d) the expert has reliably applied the principles and methods to the
facts of the case.
Fed. R. Evid. 702.
“Under Daubert, Rule 702 charges trial courts to act as ‘gate-keepers’ . . . .”
Pipitone v. Biomatrix, Inc., 288 F.3d 239, 243-44 (5th Cir. 2002) (citing Daubert v.
Merrell Dow Pharmaceuticals, Inc., 509 U.S. 579, 592-93 (1993)).
witness’s testimony should be excluded if the district court ‘finds that the witness is
not qualified to testify in a particular field or on a given subject.’” Carlson v.
Bioremedi Therapeutic Sys., Inc., 822 F.3d 194, 199 (5th Cir. 2016) (quoting Wilson
v. Woods, 163 F.3d 935, 937 (5th Cir. 1999)). “That said, ‘Rule 702 does not
mandate that an expert be highly qualified in order to testify about a given issue.
Differences in expertise bear chiefly on the weight to be assigned to the testimony
by the trier of fact, not its admissibility.’” Id. (quoting Huss v. Gayden, 571 F.3d
442, 452 (5th Cir. 2009)).
“District courts are to make a ‘preliminary assessment of whether the
reasoning or methodology underlying the testimony is scientifically valid and of
whether that reasoning or methodology properly can be applied to the facts in
issue.’” Carlson, 822 F.3d at 199 (quoting Pipitone, 288 F.3d at 243-44). “In short,
expert testimony is admissible only if it is both relevant and reliable.” Pipitone,
288 F.3d at 244 (citing Daubert, 509 U.S. at 589). The party seeking to have the
district court admit expert testimony bears the burden of proof. Moore v. Ashland
Chem. Inc., 151 F.3d 269, 276 (5th Cir. 1998) (en banc).
“The relevance prong requires the proponent to demonstrate that the expert’s
reasoning or methodology can be properly applied to the facts in issue.” Johnson v.
Arkema, Inc., 685 F.3d 452, 459 (5th Cir. 2012) (per curiam) (quotation omitted).
“The expert testimony must be relevant, not simply in the sense that all testimony
must be relevant, Fed. R. Evid. 402, but also in the sense that the expert’s proposed
opinion would assist the trier of fact to understand or determine a fact in issue.”
Weiser-Brown Operating Co. v. St. Paul Surplus Lines Ins. Co., 801 F.3d 512, 529
(5th Cir. 2015) (quotation omitted).
“The reliability prong mandates that expert opinion be grounded in the
methods and procedures of science and . . . be more than unsupported speculation or
subjective belief.” Johnson, 685 F.3d at 459 (quotation omitted).
“A party seeking
to introduce expert testimony must show ‘(1) the testimony is based upon sufficient
facts or data, (2) the testimony is the product of reliable principles and methods,
and (3) the witness has applied the principles and methods reliably to the facts of
the case.’” Carlson, 822 F.3d at 199 (quoting Smith v. Goodyear Tire & Rubber Co.,
495 F.3d 224, 227 (5th Cir. 2007)).
In conducting the reliability inquiry, the following non-exclusive list of factors
should be considered:
(1) whether the theory or technique has been tested; (2) whether the
theory or technique has been subjected to peer review and publication;
(3) the known or potential rate of error of the method used and the
existence and maintenance of standards controlling the technique’s
operation; and (4) whether the theory or method has been generally
accepted by the scientific community.
Johnson, 685 F.3d at 459 (quotation omitted); see also Kumho Tire Co. v.
Carmichael, 526 U.S. 137, 150 (1999); Daubert, 509 U.S. at 593-94.
“The Daubert inquiry is flexible, but the proponent must establish reliability
by showing that the testimony is based on reasoning or methodology that is
‘scientifically valid.’” MM Steel, L.P. v. JSW Steel (USA) Inc., 806 F.3d 835, 850-51
(5th Cir. 2015) (quoting Moore, 151 F.3d at 276).
“The sine qua non, however, is
whether in his courtroom presentation the expert used the same level of intellectual
rigor that characterizes the practice of an expert in the relevant field.” Roman v.
Western Mfg., Inc., 691 F.3d 686, 693 (5th Cir. 2012) (quotation omitted).
“Ultimately, the trial court must also find an adequate fit between the data
and the opinion proffered.” Brown v. Ill. Cent. R. Co., 705 F.3d 531, 535 (5th Cir.
2013) (quotation omitted). “[N]othing in either Daubert or the Federal Rules of
Evidence requires a district court to admit opinion evidence that is connected to
existing data only by the ipse dixit of the expert. A court may conclude that there
is simply too great an analytical gap between the data and the opinion proffered.”
Gen. Elec. Co. v. Joiner, 522 U.S. 136, 146 (1997).
Defendants’ Joint Motion  to Exclude Jamie Saxon should be granted.
Plaintiffs have not shown Saxon is qualified.
In determining whether to strike an expert’s opinions and testimony, a court
first determines whether an expert is qualified to offer the opinions for which they
are designated. In the present case, Defendants contend that although Saxon is an
engineer with experience in the effects of direct vibrations on an adjacent structure,
by his own admission he has no expertise or experience “where the issue was
indirect damage to a structure from vibrations traveled (sic) through the ground,
and soil composition was a factor in the methodology in the investigation[.]”
Dep. [230-2] at 8.4
Plaintiffs’ Response simply references Saxon’s Resume and proffers that he
has had 25 years of structural and engineering experience in foundation failures,
but does not identify any experience or expertise specific to the issues in this case.
The Court is not convinced that Saxon obtained the expertise to render a reliable
opinion in this case simply from reviewing a “study done for the New Zealand
Transport Agency . . . [and] applicable extracts from German Standard DIN 41503:1999 and British Standard BS 7385-2:1993” as referenced in his Revised Report.
Saxon Revised Report [230-1] at 2. Based upon the barebones submissions from
Plaintiffs, the record, and Saxon’s testimony, the Court finds that Plaintiffs have
4 Saxon Dep. [230-2] at 8 (page 28 as paginated by the court reporter).
not carried their burden of showing that Saxon is qualified to render the opinions
proffered in his Revised Report.
Plaintiffs have not shown that Saxon employed an accepted or reliable
methodology, nor has he based his opinions on sufficient facts or data.
Additionally, as the proponents of Saxon’s expert testimony, Plaintiffs are
also required to show that his testimony is reliable, United States v. Hicks, 389 F.3d
514, 525 (5th Cir. 2004), and to establish the admissibility requirements “by a
preponderance of the evidence,” United States v. Fullwood, 342 F.3d 409, 412 (5th
A party seeking to introduce expert testimony must show “(1) the
testimony is based upon sufficient facts or data, (2) the testimony is the
product of reliable principles and methods, and (3) the witness has
applied the principles and methods reliably to the facts of the case.”
Huss v. Gayden, 571 F.3d 442, 452 (5th Cir. 2009) (quoting Smith v. Goodyear Tire
& Rubber Co., 495 F.3d 224, 227 (5th Cir. 2007) (quoting Fed. R. Evid. 702)).
In applying these factors to Saxon’s Revised Report and Plaintiffs’ limited
Response to Defendants’ Motion, the Court finds that Plaintiffs have simply not
carried their burden to establish that Saxon is qualified to render opinions on
indirect vibrations on Plaintiffs’ houses or that Saxon utilized a methodology
“appropriate to the industry standards” relevant to the issues in this case.
Saxon’s Revised Report indicates that he reviewed other materials, including
“USF Reports” that indicate damage to Plaintiffs’ houses was due to long term
settlement of the soil, but simply expresses his disagreement with these Reports.
Saxon did no independent testing and performed no calculations of his own.
Nowhere has Saxon attempted to explain how his approach is or would constitute
an accepted and reliable methodology within the relevant field of engineering.
Neither Saxon’s Revised Report nor Plaintiffs’ Response disclose what Saxon
construes to be the appropriate industry methods or standards for approaching the
issues about which he opines, or how Saxon applied those standards to the facts of
this case in formulating his opinions.
As for the facts and data underlying his conclusions, Saxon testified at his
deposition that he formulated his opinion that the damages to Plaintiffs’ houses
were caused by the combination of the vibrations and increased flooding that
occurred during the construction of, and the subsequent operation of, the Plant and
associated railroad spur, based on the fact that Plaintiffs told him that their homes
only began to suffer damages after the construction started. Saxon Dep. [230-2] at
Other than Plaintiffs’ versions of events and his review of the materials
discussed earlier, Saxon conducted no independent engineering analysis of his own
and performed no calculations.
Saxon’s reliance on Plaintiffs’ version of the events “gives rise to a commonsense skepticism” regarding Saxon’s evaluation of data especially since the record
indicates that he “did not seek to verify the information presented to him.” Munoz
v. Orr, 200 F.3d 291, 301-02 (5th Cir. 2000) (quotations omitted).
5 Saxon Dep. [230-2] at 9 (page 30, as paginated by the court reporter).
The Court finds
that Saxon’s opinions are not based upon sufficient facts and data, and there is too
great an analytical gap between the data and his conclusions to support a finding
that Saxon applied the facts reliably to this case. It is clear that Saxon did not
employ the same level of intellectual rigor to his proffered courtroom testimony as is
expected of experts in the relevant field. To permit him to testify would allow the
jury to conclude that his opinions are correct simply because he says so. This
constitutes impermissible ipse dixit testimony.
Based upon Saxon’s Revised Report, deposition testimony, and Plaintiffs’
Response to Defendants’ Motion, Plaintiffs have not shown that Saxon’s opinions
are reliable or would be of assistance to the trier of fact.
The Court can only
conclude that Saxon should not be permitted to testify at trial.
To the extent the Court has not addressed any of the parties’ arguments, it
has considered them and determined that they would not alter the result. After
review of Defendants’ Joint Motion , Plaintiffs’ Response, the record, and
relevant legal authority, the Court finds that Defendants’ Joint Motion should be
granted and that Jamie Saxon will not be permitted to testify at trial.
IT IS, THEREFORE, ORDERED AND ADJUDGED that Defendants
Drying Facility Asset Holdings, LLC, Shale Support Services, LLC, and Linfield,
Hunter & Junis, Inc.’s Joint Motion  to Exclude or Limit the Testimony of
Plaintiffs’ Proffered Expert, Jamie Saxon, under Federal Rule of Evidence 702 and
Daubert is GRANTED, and Jamie Saxon will not be permitted to testify at trial.
SO ORDERED AND ADJUDGED, this the 7th day of July, 2017.
s/ Halil Suleyman Ozerden
HALIL SULEYMAN OZERDEN
UNITED STATES DISTRICT JUDGE
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