Golden Gate Bridge, Highway and Transportation District v. United States Department of Labor

District Court, N.D. California·Decided February 3, 2025·No. 3:24-cv-04985·Unknown

Opinion

GOLDEN GATE BRIDGE, HIGHWAY AND TRANSPORTATION DISTRICT, Case No. 24-cv-04985-RS

Plaintiff, ORDER GRANTING MOTION TO v. DISMISS

LABOR, et al., Defendants. I. INTRODUCTION Plaintiff Golden Gate Bridge, Highway and Transportation District seeks a declaratory judgment that Defendant Occupational Safety and Health Administration (“OSHA”) violated the Administrative Procedures Act (“APA”) when it issued an interpretive letter about its scaffolding regulations. OSHA and Co-Defendants, the United States Department of Labor (“DOL”). the Acting Labor Secretary, and the Assistant Labor Secretary for OSHA (collectively, “Defendants”), move to dismiss the complaint on the grounds that Plaintiff lacks Article III standing and that the challenged letter was not a final agency action reviewable under the APA. For the reasons explained below, the motion to dismiss is granted. II. BACKGROUND In 1996, OSHA issued certain scaffolding regulations following a formal notice-and- comment rulemaking process. Under these regulations, “each scaffold and scaffold component shall be capable of supporting, without failure, its own weight and at least 4 times the maximum intended load applied or transmitted to it.” 29 C.F.R. § 1926.451(a)(1); see also First Amended Complaint (“FAC”) ¶¶ 2, 28–30. The regulations further define “maximum intended load” as “the total load of all persons, equipment, tools, materials, transmitted loads, and other loads reasonably anticipated to be applied to a scaffold or scaffold component at any one time.” 29 C.F.R. § 1926.450(b); see also FAC ¶ 29. In 2013, OSHA issued a Standard Interpretation Letter (“2013 Letter”) in response to an engineer’s public request for clarification about how the weight of a scaffold should be considered in determining whether the regulation’s required 4-to-1 factor is satisfied. According to the 2013 Letter, “[u]nder section 1926.451(a)(1), each component of a scaffold system must be able to support at least 4 times the maximum intended load on that component, in addition to the weight of the component.” FAC ¶ 34. As an example, the 2013 Letter stated:

For example, on a multi-level scaffold, each bottom leg must be able to support its own weight and four times the load reasonably anticipated to be imposed on that leg. Part of the load imposed on a bottom leg will arise from the weight of the part of the scaffold that the bottom leg supports. Part will arise from the weight of persons, equipment, tools, and materials on the scaffold, and part will arise from other sources, such as wind. FAC ¶ 35. In 2020, OSHA issued a revised version of the 2013 Letter (“2020 Letter”). It rephrased its earlier guidance by explaining that, “[u]nder section 1926.451(a)(1), each component of a scaffold system must be able to support its own weight (the weight of the component itself, in addition to the portion of the scaffold’s weight that is transmitted to that component), and at least 4 times the maximum intended load transmitted to that component.” FAC ¶ 42. As a new example, the 2020 Letter stated: For example, on a multi-level scaffold, each bottom leg must be able to support the scaffold weight transmitted to that component, including the component weight itself, and four times the portion of the maximum intended load reasonably anticipated to be imposed on that leg, which include the maximum intended load transmitted to that component and the maximum intended load directly applied to that component. (Note that the maximum intended load, as defined under section 1926.450, does not include the weight of the scaffold.) Part of the maximum intended load will arise from the weight of persons, equipment, tools, and materials on the scaffold, and part will arise from other sources, such as wind. See 2020 Letter.1 According to Plaintiff, the 2020 Letter resulted from an outreach campaign by one of Plaintiff’s contractors, Shimmick/Danny’s Joint Venture (“Shimmick”). FAC ¶ 50–53. After the letter was released, Shimmick “delayed finalizing the scaffolding systems design” for a project Plaintiff had contracted Shimmick to build. Id. ¶ 54. Plaintiff avers that Shimmick relied on the 2020 Letter to argue that a scaffolding system Plaintiff had required Shimmick to design was not actually mandated by the relevant OSHA regulations, ultimately forcing Plaintiff to bear additional costs. Id. ¶ 55. Plaintiff further avers that the 2020 Letter caused delays regarding the installation of scaffolding used in another project and forced it to spend $9 million on a specialized engineering firm. Id. ¶ 56. Plaintiff subsequently filed the instant litigation on August 9, 2024. See Dkt. No. 1. Defendants moved to dismiss the complaint on the grounds that 1) Plaintiff lacks Article III standing, and 2) the 2020 Letter was not a reviewable final agency action. See Dkt. No. 16. Plaintiff thereafter filed the FAC, including new allegations that it was injured by its disagreements with contractors and related delays. See generally, FAC ¶¶ 49–58, 75, 86. The first claim for relief seeks a declaratory judgment that OSHA violated the APA by issuing the 2020 Letter without following notice-and-comment procedures. Id. ¶¶ 59–75. The second claim for relief seeks a declaratory judgment that the 2020 Letter is arbitrary and capricious in violation of the APA. Id. ¶¶ 76–86.

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