Stark Excavating, Incorporated v. Thomas Perez

811 F.3d 922, 25 OSHC (BNA) 1885, 2016 U.S. App. LEXIS 1516, 2016 WL 374088
CourtCourt of Appeals for the Seventh Circuit
DecidedJanuary 29, 2016
Docket14-3809
StatusPublished
Cited by2 cases

This text of 811 F.3d 922 (Stark Excavating, Incorporated v. Thomas Perez) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Stark Excavating, Incorporated v. Thomas Perez, 811 F.3d 922, 25 OSHC (BNA) 1885, 2016 U.S. App. LEXIS 1516, 2016 WL 374088 (7th Cir. 2016).

Opinion

ROVNER, Circuit Judge.

Stark Excavating, Inc. (“Stark”), an excavation and paving company that typically handles about 250 jobs per year throughout central and southern Illinois, was issued a number of citations at two different worksites in June, 2008, following inspections by the Occupational Safety and Health Administration (OSHA). On June 5, 2008, an OSHA inspector issued three citations to Stark relating to its Peoria, Illinois, worksite for a serious eyewear violation under 29 C.F.R. § 1926.102(a)(2), a willful excavation cave-in protection violation under 29 C.F.R. § 1926.652(a)(1), and a repeat excavation spoil piles violation under 29 C.F.R. § 1926.651(j)(2). Seventeen days later, on June 22, another OSHA inspection, at a Stark worksite in Champaign, Illinois, resulted in a citation for a willful excavation cave-in protection violation under 29 C.F.R. § 1926.652(a)(1). The Secretary proposed penalties of $2000 for the eyewear violation, $35,000 for the spoil piles violation, and $70,000 each for the cave-in protections violations.

Stark contested the citations, which were consolidated for hearing before an Administrative Law Judge (ALJ). After a trial, the ALJ affirmed the citation for the eyewear violation and the $2000 penalty, affirmed the spoil piles violation and awarded a $20,000 penalty, and determined that the cave-in protection violations were serious violations rather than willful violations and imposed a $7,000 penalty for each of those violations, for a total penalty of $36,000.

Both parties appealed the ALJ’s decision to the Occupational Safety and Health Review Commission (“Commission”). The Commission affirmed the ALJ’s determination as to the spoil piles violation and the serious cave-in protection violation at the Champaign, Illinois, worksite and vacated the eyewear violation. As to the Peoria cave-in protection violation, the Commission determined that it should be characterized as willful rather than serious and assessed a penalty of $60,000 for that violation, for a total penalty of $87,000. Stark now appeals only the issuance of the citation for a willful excavation cave-in protection violation under 29 C.F.R. § 1926.652(a)(1) at its Peoria worksite. Stark asserts that the Commission erred in characterizing the violation as willful rather than serious, and that it engaged in a good faith effort to comply with the regulation.

Section 1926.652(a)(1) provides that “[ejach employee in an excavation shall be protected from cave-ins by an adequate protective system designed in accordance with paragraph (b) or (c) of this section.” Different types of soil pose different risks under the pressure of holding up a trench wall. Lakeland Enterprises of Rhinelan-der, Inc. v. Chao, 402 F.3d 739, 742 (7th Cir.2005). For instance, a trench dug in firm clay will pose different problems than one dug in loose, sandy soil, and other factors such as water saturation levels, fissures, and previous displacement of the soil will also contribute to the soil’s relative *924 stability. Id. The soil type is classified depending upon its characteristics into several categories, with Type A constituting the most stable type followed by Type B and Type C. Id. Excavation risks may be mitigated in various ways such as through sloping, the use of benched grades, or the use of a trench box. Where sloping is the protective measure used, the soil type determines the slope required for safety such that Type A soil can be sloped up to 53 degrees, Type B may be no steeper than 45 degrees, and Type C cannot exceed 34 degrees. Id.; 29 C.F.R. § 1926, subpt. P, app. B.

At the Peoria worksite on the day of the citation, Stark’s crew was replacing a leaking underground fire hydrant waterline in an excavation in front of a Starbucks coffee house. That task involved removing an existing fire hydrant, installing a new one, and backfilling the area. Foreman Jason Schupp was the supervisor of the crew at the site that day and arrived at approximately 7:00 a.m. The task was estimated to require half a day, but Schupp testified that he wanted to complete the job quickly in the hope that it would result in future business from the developer. At that time, Schupp obtained a soil sample from the excavation site and analyzed it with his penetrometer. He recorded the soil type as Type B on the Daily Report, which is a report he had used every day in the time period before the inspection. On that Daily Report, Schupp would record the soil type and then determine what type of cave-in protection to use, whether sloping, benching, or the use of a trench box. The soil type was recorded by checking boxes on the top half of the Daily Report form, and the bottom half of that page had boxes to check indicating the method of protection used. That bottom portion provided that for Type B soil, if sloping is the means of protection, then the maximum allowable slope was 45 degrees. Although Schupp completed the top half of the form, he did not fill out the bottom half and did not take any action to determine whether the excavation met the 45 degree slope requirement. He testified that he “did not pay attention really how the hole looked” stating “I looked at it. I knew it was — I just wanted to get in there and get the hydrant on is really the bottom line.” Laborer Matt Bohm entered the excavation by ladder and Schupp, from a vantage point at the top edge of the hole, observed him working there for approximately 10 minutes. At that time, OSHA Compliance Safety and Health Officer Karl Armstrong approached the worksite. Armstrong spoke with Schupp upon his arrival and Schupp declared that once he realized OSHA was on-site it “kind of hit home with me like my hole, I’m sure it’s not sloped right, I didn’t take the time to go ahead and do my practices.... ”

The petitioner does not contest that the slope of the excavation was not in compliance with the regulation. Armstrong measured the slope at various areas of the wall, and determined the slope of those areas to be 60, 70, 76 and 80 degrees. All of those slopes indisputably exceeded the permissible slope of 45 degrees. Accordingly, Stark concedes that the regulations were violated in that the excavation site failed to comply with 29 C.F.R. § 1926, but argued that the non-compliance should be characterized as serious rather than willful and that it engaged in a good faith effort to comply with the regulations.

Pursuant to 29 U.S.C. § 666(k), a violation is “serious” if there is a substantial probability that death or serious physical harm could result from the violative condition.

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811 F.3d 922, 25 OSHC (BNA) 1885, 2016 U.S. App. LEXIS 1516, 2016 WL 374088, Counsel Stack Legal Research, https://law.counselstack.com/opinion/stark-excavating-incorporated-v-thomas-perez-ca7-2016.