United States v. Dye Construction Company, a Corporation

510 F.2d 78, 1975 CCH OSHD 19,247, 2 OSHC (BNA) 1510, 1975 U.S. App. LEXIS 16365
CourtCourt of Appeals for the Tenth Circuit
DecidedJanuary 29, 1975
Docket74--1176
StatusPublished
Cited by46 cases

This text of 510 F.2d 78 (United States v. Dye Construction Company, a Corporation) is published on Counsel Stack Legal Research, covering Court of Appeals for the Tenth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. Dye Construction Company, a Corporation, 510 F.2d 78, 1975 CCH OSHD 19,247, 2 OSHC (BNA) 1510, 1975 U.S. App. LEXIS 16365 (10th Cir. 1975).

Opinion

WILLIAM E. DOYLE, Circuit Judge.

Following the death of a workman in a trench cave-in, the appellant was charged with willfully failing to shore, sheet, brace, slope and otherwise support by means of sufficient strength sides of trenches in unstable or soft material sufficient to protect employees working within the trenches, five feet or more in depth. The cause which arose under the Occupational Safety and Health Act of 1970, 29 U.S.C. § 651 et seq. 1 was tried to a jury.

The incident which gave rise to the problem presented here occurred on Au *80 gust 11, 1972 while Dye Construction Company was laying pipe for a sanitary sewer line. In the crew were the foreman, LaVerne Strain, the back hoe operator, Joe Sanchez, and the man on top was Joe Cruz, whose duty was to look for signs of cave-ins. One John Rosado was the head pipe layer. The assistant pipe layer was Jose Frank Esquibel. The procedure in laying the pipe consisted of having the back hoe excavate a trench which was approximately 9 — 12 feet in depth. At the bottom it was approximately 38-40 inches wide. Both sides rose vertically from the bottom for approximately five feet and after that were slightly sloped out to the surface where the width was llk feet. Messrs. Rosado and Esquibel were required to work at the bottom of the trench so as to fasten the pipe together. On the day in question, the side of this trench caved in killing Mr. Esquibel. Mr. Rosado was knocked aside and escaped injury.

C. E. Babcock, the superintendent of the project, testified that he had not made any decision as to whether the trench was to be shored. This decision had been delegated to Mr. Strain, the foreman. Mr. Strain, in turn, delegated the decision to Mr. Sanchez who said that he decided whether to shore or slope on the basis of the condition of the soil. He would shore if safety required it. He, together with Strain and Babcock, were all familiar with the regulations of the Secretary of Labor.

There was a trench box on the site which was designed to protect workers in the trenches, but it was not in repair.

In seeking reversal appellant urges a number of points. These include:

1. The insufficiency of the case in law and fact. The contention is that Dye was not required to shore or slope the trench primarily because the material involved was shale. It is said that this was exempt from the requirement of shoring under the applicable regulations.

2. It is said that the jury did not follow the court’s instruction in regard to willfulness and with regard to sloping in shale.

3. That the court used the wrong definition of willfulness; a second facet of this contention is that the corporation could not be found guilty of willfulness unless some of its employees were willful; a third facet was that the evidence did not establish willfulness in any criminal sense.

4. It is said that the statute of limitations provided in 29 U.S.C. § 658(c) was applicable and the action was barred.

5. That the Dye Company was not engaged in commerce.

6. That it was error to receive evidence of other actions or offenses.

I.

WHETHER THE DYE COMPANY WAS EXEMPT FROM SHORING ' OR SLOPING THE TRENCH

It is undisputed that the bottom five feet of the trench were not shored. The Secretary’s regulation requires that the sides of trenches in unstable or soft material five feet or more in depth be shored, sheeted, braced, sloped and otherwise supported. In determining whether the evidence supported the jury’s finding that the trench was dug in unstable or soft material, we view the evidence in a light favorable to the government. 2

The trial court instructed the jury as to the meaning of unstable or soft material as follows:

“Unstable soil” — Earth material, other than running, that, because of its nature or the influence of related conditions, cannot be depended upon to remain in place without extra support, such as would be furnished by a system of shoring. 37 Fed.Reg. at 27,555.

*81 The government’s expert, Mr. Frank Holiday, the consulting engineer specializing in soil mechanics, testified that the material in which the trench was dug was a very soft bedrock; that it could be scratched with fingernails and cut with a knife; and that it was fractured in many directions. He said that the trench should have been cut on a 1:1 slope or 45 degrees. This evidence sufficiently supports the verdict, but the appellant maintains that the court should have directed a verdict because the regulations contain an exception in favor of shale. Section 1926.652(b) refers the reader to Tables P-1 and P-2. 37 Fed. Reg. 27,554 (1970). Table P-1 depicts trenches and shows various kinds of soil. A slope of 90 degrees is shown as appropriate for solid rock, shale or cemented sand and gravels. 3

It is clear from the evidence that the material in question was not solid rock, hard shale or hard slag. The mere fact that it was called shale is not a basis for giving it exempt status.

Clearly, the Tables are illustrative and are not capable of overriding the regulation, § 1926.652(b). Nevertheless, the question is whether the trench was dug in unstable or soft material regardless of whether it could be included in the generic class of shale. Thus, reading the regulations as a whole, it must be concluded that in order for material to be exempt shale it would have to be hard. Otherwise the regulation would furnish no protection for a workman. It follows then that Dye was not exempt from shoring even shale if the material was not hard, and the jury was at liberty to find that the regulations were violated regardless of whether the material was shale if it was material which because of lack of hardness required shoring.

We must conclude then that the judge did not err in allowing the jury to decide the question whether the trench was dug in unstable or soft material within the meaning of the regulations. It follows also that the jury’s determination was supported by the evidence.

II.

WHETHER THERE WAS WILLFULNESS

The entire thrust of the Dye argument here is that the jury should have been instructed that willfulness in terms of intent to do the act knowingly and purposefully is not enough; that an evil motive is an essential element. The instruction given reads as follows:

The failure to comply with a safety standard under the Occupational Safety and Health Act is willful if done knowingly and purposely by an employer who, having a free will or choice, either intentionally disregards the standard or is plainly indifferent to its requirement. An omission or failure to act is willfully done if done voluntarily and intentionally.

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Bluebook (online)
510 F.2d 78, 1975 CCH OSHD 19,247, 2 OSHC (BNA) 1510, 1975 U.S. App. LEXIS 16365, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-dye-construction-company-a-corporation-ca10-1975.