Lakeland Enter Inc v. Chao, Elaine L.

CourtCourt of Appeals for the Seventh Circuit
DecidedMarch 28, 2005
Docket03-3697
StatusPublished

This text of Lakeland Enter Inc v. Chao, Elaine L. (Lakeland Enter Inc v. Chao, Elaine L.) 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
Lakeland Enter Inc v. Chao, Elaine L., (7th Cir. 2005).

Opinion

In the United States Court of Appeals For the Seventh Circuit ____________

No. 03-3697 LAKELAND ENTERPRISES OF RHINELANDER, INCORPORATED, Petitioner, v.

ELAINE L. CHAO, Secretary of Labor, Respondent.

____________ Petition for Review of an Order of the Department of Labor. No. 02 CB 1909 ____________ ARGUED OCTOBER 26, 2004—DECIDED MARCH 28, 2005 ____________

Before EASTERBROOK, ROVNER, and SYKES, Circuit Judges. SYKES, Circuit Judge. This is a review of a decision of the Occupational Safety and Health Review Commission (OSHRC) assessing a $49,000 civil penalty against Lakeland Enterprises of Rhinelander, Inc., for willful violation of 29 C.F.R. § 1926.652(a)(1), which requires that workers in excavation trenches be protected from cave-ins. Lakeland argues that the evidence collected at its excavation site should have been suppressed because the surprise inspec- 2 No. 03-3697

tion by a compliance officer from the Occupational Safety and Health Administration (OSHA) was conducted without a warrant. Lakeland also challenges the administrative law judge’s (ALJ) exclusion of certain expert testimony and attacks the sufficiency of the evidence regarding the code violation and the ALJ’s finding of willfulness. We deny the petition for review.

I. Background Lakeland is a northern Wisconsin sewer and water contractor. In August 2002 the company was engaged in an excavation project to install sewer and water lines on a public street in the Mill Creek Industrial Park development in Marshfield, Wisconsin. The citation at issue here arose from an August 28 impromptu inspection conducted by Chad Greenwood, an OSHA compliance officer who was driving by the industrial park project and noticed the exca- vation in progress. Greenwood parked his car, walked past some traffic cones blocking street traffic from the site, and observed Lakeland employee Ron Krueger excavating a trench with a backhoe. Greenwood also observed another Lakeland employee, Tony Noth, working at the bottom of the trench. The trench contained neither a ladder nor a trench box, a device used to prop up the walls and prevent collapse. Greenwood began videotaping the scene, at which point Jim Gust, the project superintendent, asked him to step back and informed him that the road was closed. Greenwood explained that he was an OSHA compliance officer and indicated the nature of the inspection.1 While Gust and

1 29 C.F.R. § 1903.7(a) instructs as follows: “At the beginning of an inspection, Compliance Safety and Health Officers shall pre- sent their credentials to the owner, operator, or agent in charge at the establishment; explain the nature and purpose of the (continued...) No. 03-3697 3

Greenwood were speaking, Noth began climbing up one of the walls of the trench. Greenwood observed loose dirt fall- ing back into the trench, apparently unsettled by Noth’s feet as he scaled the slope. Krueger later admitted that he knew Noth was not supposed to be working in the trench and that he failed to remove him. After Noth climbed out of the trench, Krueger told him he should not have been working in the trench without a trench box. Krueger then resumed the excavation. The slope of the trench walls concerned Greenwood. Slop- ing is “a method of protecting employees from cave-ins by excavating to form sides of an excavation that are inclined away from the excavation so as to prevent cave-ins.” 29 C.F.R. § 1926.650(b). Eyeballing the trench, Greenwood believed the walls were too steep and there was a fair chance they could collapse. Greenwood measured the slope of the trench walls and recorded a west wall slope of 35 degrees, an east wall slope of 50 degrees, a north wall slope of 38 degrees, and a south wall slope of 49 degrees.2 After Greenwood left, Lakeland employees measured the trench wall slopes and produced a different result for the south wall only: Lakeland’s measurement found the south wall to be sloped at 45 degrees. Greenwood also measured the length and width of the trench at the surface and found that it was approximately 31 feet wide, east to west, and 39 feet long. However, be- cause Krueger had widened the trench in the process of

1 (...continued) inspection; and indicate generally the scope of the inspection and the records specified in § 1903.3 which they wish to review.” 2 Greenwood’s testimony at the administrative hearing attributes a 48-degree slope to the south wall, and this discrepancy between his report and his testimony is unexplained. The discrepancy does not matter, however; both a 48-degree slope and a 49-degree slope are too steep for the soil type. See pp. 11-13, infra. 4 No. 03-3697

“grooming” it after Noth climbed out, the 31-foot-width measurement overstated the width of the trench at the time Noth was in it. Greenwood testified the “grooming” process added about 5 feet to the width of the trench. Lakeland contended the trench was actually 34 feet wide and 38 feet long. There is no dispute the trench was approximately 18 feet deep and 6 feet wide at the bottom. In addition to his other measurements, Greenwood also took soil samples. Not all soil is the same, and different types of soil will behave differently under the pressure of holding up a trench wall. See Globe Contractors, Inc. v. Herman, 132 F.3d 367, 369 (7th Cir. 1997). For instance, a trench dug in firm clay will hold up better than a trench dug in loose, sandy soil. In addition to the composition of the soil, several other factors contribute to soil’s relative stability, including water saturation levels, fissures, and previous digging in the soil. OSHA recognizes such soil dif- ferences by classifying soil into several categories. Type A soil is the most stable, followed by Types B and C. OSHA regulations allow trenches dug in Type A soil to be sloped up to 53 degrees (¾ horizontal to 1 vertical); walls dug in Type B soil may be sloped no steeper than 45 degrees (1 horizontal to 1 vertical), and in Type C soil no steeper than 34 degrees (1½ horizonal to 1 vertical). See 29 C.F.R. § 1926, subpt. P, app. B. Greenwood’s soil samples came from a “spoil pile”—a pile of soil that had been removed from the trench. His field tests found the soil was Type B. He also sent two soil sam- ples to an OSHA lab, which classified one sample as Type B and the other as Type C. After Greenwood left the site, Krueger took his own soil samples and sent them to a pri- vate engineering firm, STS Consultants; the firm classified the soil as Type A. Later, when the trench had been filled in, STS took on-site samples which it determined to be both Type A and B soil. Based on the soil samples and Greenwood’s measurements of both the soil quality and the trench dimensions, OSHA’s No. 03-3697 5

office in Madison, Wisconsin, issued three citations to Lakeland, including the citation at issue on this review— willfully permitting an employee to work in a trench with- out adequate protection (inadequately sloped trench walls), in violation of 29 C.F.R. § 1926.652(a)(1).3 Lakeland timely contested the citations, see 29 U.S.C. § 659(c), and an ALJ conducted a two-day evidentiary hearing.

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