Steel Erectors Ass'n of America, Inc. v. Occupational Safety & Health Administration

636 F.3d 107, 2011 CCH OSHD 33,121, 23 OSHC (BNA) 1401, 2011 U.S. App. LEXIS 3137, 2011 WL 541129
CourtCourt of Appeals for the Fourth Circuit
DecidedFebruary 17, 2011
Docket09-2319
StatusPublished
Cited by2 cases

This text of 636 F.3d 107 (Steel Erectors Ass'n of America, Inc. v. Occupational Safety & Health Administration) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Steel Erectors Ass'n of America, Inc. v. Occupational Safety & Health Administration, 636 F.3d 107, 2011 CCH OSHD 33,121, 23 OSHC (BNA) 1401, 2011 U.S. App. LEXIS 3137, 2011 WL 541129 (4th Cir. 2011).

Opinion

Dismissed by published opinion. Judge WILKINSON wrote the opinion, in which Chief Judge TRAXLER and Judge MOTZ joined.

OPINION

WILKINSON, Circuit Judge:

In 2001, the Occupational Safety and Health Administration (“OSHA”) issued new safety standards applying to the construction, alteration, and repair of steel buildings, bridges, and other structures. See 29 C.F.R. §§ 1926.750-.761. Shortly thereafter, OSHA issued a directive stating that violations of certain standards would be considered de minimis — and would therefore carry no penalty — if employers took different precautionary measures. See OSHA Directive CPL 2-1.34 (Mar. 22, 2002) (“2002 Directive”); see also 29 C.F.R. § 1926.754(b)(3) & (c)(1).

In April 2010, OSHA repealed that blanket rule, announcing that it would instead use its statutory authority to determine on a case-by-case basis whether violations of those standards were de minimis. See OSHA Directive CPL 02-01-048 (Apr. 30, 2010) (“2010 Directive”); see also 29 U.S.C. § 658(a). The Steel Erectors Association of America (“SEAA”), a trade association, challenges the 2010 Directive, arguing that it is an invalid “occupational safety and health standard” under 29 U.S.C. § 652(8) because it was promulgated without notice and comment and was unsupported by substantial record evidence.

We cannot address the merits of SEAA’s challenge because we lack subject matter jurisdiction over this case. 29 U.S.C. § 655(f) — the jurisdictional provision allegedly authorizing SEAA’s claim— only provides for judicial review of challenges to a “standard.” So our ability to hear this case turns on whether the 2010 Directive is actually a standard or is instead some other form of agency action. Because we conclude that the 2010 Directive is more accurately viewed as a description of the agency’s new enforcement policy, SEAA’s challenge must be dismissed.

I.

A.

The 2010 Directive is the product of a complex statutory scheme as well as a lengthy rulemaking process, and it is necessary to set out both in some detail in order to properly understand this case. In 1970, Congress enacted the Occupational Safety and Health Act (“OSH Act”) to “assure so far as possible every working man and woman in the Nation safe and healthful working conditions.” 29 U.S.C. § 651(b). To that end, the OSH Act authorizes the Secretary of Labor to promulgate and enforce mandatory occupational safety and health standards. See 29 *110 U.S.C. § 655. Under the Act, an “occupational safety and health standard” is defined as “a standard which requires conditions, or the adoption or use of one or more practices, means, methods, operations, or processes, reasonably necessary or appropriate to provide safe or healthful employment and places of employment.” 29 U.S.C. § 652(8). The Secretary also has the authority to “prescribe such rules and regulations as he may deem necessary to carry out [his] responsibilities.” 29 U.S.C. § 657(g)(2).

In the immediate aftermath of the passage of the OSH Act, the Secretary of Labor used his authority under 29 U.S.C. § 655 to adopt the construction safety standards passed under the Construction Safety Act — a more targeted predecessor to the OSH Act. See 36 Fed.Reg. 10,466, 10,466 (May 29, 1971); see also 63 Fed. Reg. 43,452, 43,452 (Aug. 13, 1998). Those standards, eventually codified in Subpart R of 29 C.F.R. § 1926, were designed to ensure the safety of construction workers at federal or federally assisted construction projects. See 63 Fed.Reg. at 43,452. Among other things, the standards required employers engaging in the construction or repair of multifloor steel buildings to build “tight and substantial” temporary floors within two stories or 25 feet below any floor “on which bolting, riveting, welding, or painting is being done.” 29 C.F.R. § 1926.750(b)(2) (1972); see 39 Fed.Reg. 24,360, 24,360 (July 2, 1974). To the extent that constructing such floors proved impractical, employers could install “safety nets” at similar intervals. 29 C.F.R. § 1926.750(b)(1)(H) (1972); see 39 Fed.Reg. at 24,360. Either way, the upshot of the standards was to force employers to take measures to protect their workers from injurious and potentially deadly falls.

OSHA slightly amended these standards in 1974, changing the distance requirement for temporary flooring from 25 feet to 30 feet, see 39 Fed.Reg. at 24,361, but nevertheless continued to receive requests for clarification of the fall protection provisions. See 63 Fed.Reg. at 43,452. Accordingly, in 1988, OSHA announced that it would devise a new set of steel erection safety standards. See 53 Fed.Reg.2048 (Jan. 26, 1988). Four years later, OSHA formed the Steel Erection Negotiated Rulemaking Advisory Committee (“SEN-RAC”) — a committee comprised of representatives from industry, labor, and government — to develop those standards. See 59 Fed.Reg. 24,389 (May 11,1994).

The committee worked for eighteen months and met eleven times. In July 1997, SENRAC reached consensus around a set of standards, signed a binding consensus agreement, and then submitted its proposed regulatory text to OSHA. The next year, OSHA issued a Notice of Proposed Rulemaking, intending to codify SENRAC’s text as the new Subpart R of 29 C.F.R. § 1926. See 63 Fed.Reg. at 43,452. As pertinent here, the proposed standards preserved the requirement of flooring every two stories or thirty feet below ongoing steel erection work, but permitted employers to substitute safety nets without any showing that flooring was impracticable. See 63 Fed.Reg. at 43,466. The proposed standards also contained a new provision prohibiting the installation of shear connectors — which are steel bars and studs fastened to steel beams that allow concrete to be poured between the beams — until after the employer constructed a separate walking and working surface. See 63 Fed.Reg. at 43,466-67. This measure was designed to minimize the risk of workers tripping on the shear connectors.

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636 F.3d 107, 2011 CCH OSHD 33,121, 23 OSHC (BNA) 1401, 2011 U.S. App. LEXIS 3137, 2011 WL 541129, Counsel Stack Legal Research, https://law.counselstack.com/opinion/steel-erectors-assn-of-america-inc-v-occupational-safety-health-ca4-2011.