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				<p style="margin-top:0px; margin-bottom:6.667px; text-align:center; margin-left:72px; margin-right:24px; ">United States of America</p>
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				<p style="margin-top:0px; margin-bottom:6.667px; text-align:center; margin-left:72px; margin-right:24px; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">OCCUPATIONAL SAFETY AND HEALTH REVIEW COMMISSION</span></p>
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				<p style="margin-top:0px; margin-bottom:6.667px; text-align:center; margin-left:72px; margin-right:24px; ">1120 20th Street, N.W., 9<span style="position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; ">th</span><span><span></span>
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				<p style="margin-top:0px; margin-bottom:6.667px; text-align:center; margin-left:72px; margin-right:24px; ">Washington, DC 20036-3457</p>
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							<p style="margin-top:0px; margin-bottom:6.667px; text-align:justify; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Secretary of Labor</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">,</span></p>
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							<p style="margin-top:0px; margin-bottom:6.667px; text-align:center; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">v.<span>
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						<p class="style_Normal style_Normal style_Heading2 style_Heading2 " style="text-align:left; outline-width:2; " xmlns:text="urn:oasis:names:tc:opendocument:xmlns:text:1.0" text:is-list-header="true"><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; font-family:Times New Roman; font-size:13pt; font-size:12pt; "><span><span></span>
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							</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; font-family:Times New Roman; font-size:13pt; font-size:12pt; ">OSHRC Docket No.</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; font-family:Times New Roman; font-size:13pt; font-size:12pt; "><span><span></span>
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							<p><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Tower King II, Inc.</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">,</span></p>
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							<p style="margin-top:0px; margin-bottom:6.667px; text-align:center; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Respondent.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Attorneys and Law Firms: </span></p>
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				<p><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Dane Steffenson</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, Esq., U.S. Department of Labor, Office of the Solicitor, Atlanta,<span>
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				<p><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Georgia, for Complainant</span></p>
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				<p><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Tod T. Morrow, Esq.</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>and S</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">usan<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Chae</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, Esq.</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">,<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Morrow & Meyer</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, LLC, for Respondent</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">JUDGE:</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">
					</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Administrative Law Judge Heather A. Joys</span></p>
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				<p style="margin-top:8px; margin-bottom:0px; line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">DECISION AND ORDER</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">This case began with a tragic accident in which three men died when equipment attached to a communications tower on which they were working detached and fell approximately 1,000 feet to the ground, taking the three men with it. Respondent, Tower King II, Incorporated (Tower King), employed the three men, one of whom was the owner’s son. Upon notification of the accident, the Fort Lauderdale Area Office of the Occupational Safety and Health Administration (OSHA)<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">conducted an investigation</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>with assistance from engineers with OSHA’s Directorate of Construction. As a result of that investigation, the Secretary issued Tower King a single citation alleging a serious violation of<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">§ 5(a)(1) the<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Occupational Safety and Health Act of 1970, 29 U.S.C. § 651 (the Act), or the general duty clause. In the citation, the Secretary alleged Tower King exposed employees to fall and struck by hazards posed by overloading of the rigging components resulting from its failure to have a complete rigging plan for the equipment attached to the communications tower.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref1" href="#ftn1">1</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> The Secretary proposes a penalty of $12,934.00 for the alleged violation.</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Tower King timely contested the citation, bringing the matter before the Occupational Safety and Health Review Commission pursuant to § 10(c) of the Act.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">I held a hearing in this matter on March 14-15, 2019, in Fort Lauderdale, Florida. The parties filed post-hearing briefs on May 30, 2019.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref2" href="#ftn2">2</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">For the reasons discussed below, the citation is vacated.<span>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">JURISDICTION</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">At the hearing, the parties stipulated jurisdiction of this action is conferred upon the Commission pursuant to § 10(c) of the Act (Tr. 8). The parties also<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">stipulated at the hearing that at all times</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>relevant to this action, Tower King was an employer engaged in a business affecting interstate commerce within the meaning of § 3(5) of the Act, 29 U.S.C. § 652(5) (Tr. 8). Based upon the stipulations and the<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">record as a whole, I</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>find Tower King is an employer covered under the Act and that the Commission has jurisdiction over this proceeding.</span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">BACKGROUND</span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">Consensus Safety Standards for Work on Telecommunications Towers</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">This matter involves work on telecommunications towers. It takes no specialized knowledge to understand work on telecommunications towers is highly hazardous. Telecommunications towers can be in excess of 1000 feet tall and the components can weigh over 10,000 pounds (Tr. 55). The height and size of the tower in this case is graphically depicted in Exhibit C-8, a video of the top of the tower taken by drone. It is at this height, unprotected from the elements, that telecommunication</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>tower workers employed by Tower King and other similar companies perform their jobs. As Tower King’s foreman succinctly put it, in this line of work “you don’t get a lot of second chances.” (Tr. 121)<span>
						</span></span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>In recognition of the hazardous nature of the work, the telecommunications tower industry has developed consensus standards to address safe practices for this work, two of which are relevant here.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref3" href="#ftn3">3</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> ANSI/ASSE A10.48-2016, titled “Criteria for Safety Practices with the<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Construction, Demolition, Modification and Maintenance of Communication Structures,” was developed by the America Society of Safety Engineers (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10).<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Its stated purpose is to establish “minimum criteria for safe work practices and training for personnel performing work on communication structures...” (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at p. 14). ANSI/TIA-322-2016, titled “Loading, Analysis, and Design Criteria Related to the Installation, Alternation and Maintenance of Communication Structures,” was developed by the Telecommunications Industry Association (TIA) (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4). Its stated purpose is</span></p>
			</div>
			<div>
				<p style="margin-top:0px; margin-bottom:8px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">to provide minimum loading, analysis and design criteria related to the installation, alteration and maintenance of communication structures. The intent is to address the strength and stability requirements based on information provided by the owner or the contractor for a proposed construction or maintenance activity.<span>
						</span></span></p>
			</div>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">(</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 6). James<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">,</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref4" href="#ftn4">4</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">who was involved in the development of both standards, explained ANSI/ASSE A10.48 specifies the duties and responsibilities for contractors while ANSI/TIA-322 specifies those for engineers. The standards are intended to “work hand in hand.” (Tr. 356).</span></p>
			</div>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The two standards were written with the intent of creating an interactive process between the certifying engineer and the contractor performing the construction work (Tr. 387). Both standards place responsibility for developing a rigging plan on the contractor (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15). ANSI/ASSE A10.48 defines a rigging plan as<span>
						</span></span></p>
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			<div>
				<p style="margin-top:0px; margin-bottom:8px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">A systematic and detailed presentation showing the equipment and procedures required for construction in accordance with this standard that will provide for the safety of personnel and for the stability of the structure and lifted components. </span></p>
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			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">(</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at p. 20). ANSI/TIA-322 contains a nearly identical definition (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 10). The standard goes on to set out criteria that “shall be considered when completing a rigging plan” and includes a template for a rigging plan (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at pp. 26-27 and Appendix A-4(d)). </span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">For class IV construction, such as the project at issue</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">,</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref5" href="#ftn5">5</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">the contractor is to “coordinate the involvement of a qualified engineer as required when establishing rigging plans. A qualified engineer shall perform the analysis of structures and/or components for class IV construction.” (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">.</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>C-10 at p. 24). The contractor supplies the certifying engineer with the information necessary to determine whether the structure can withstand the imposed loads</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref6" href="#ftn6">6</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>(Tr. 387-88). ANSI/TIA 322 specifies the considerations for the engineer performing the analysis of the impact of the rigging plan on the structure (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15). It identifies that information that must be obtained from the rigging plan to make this evaluation. These are:</span></p>
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			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.15; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:13.333px; line-height:1.15; ">
				<span style="font-size:12pt; padding-right:20px;">a)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Operational and non-operational construction loads.</span></p>
			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.15; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:13.333px; line-height:1.15; ">
				<span style="font-size:12pt; padding-right:20px;">b)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Construction equipment.</span></p>
			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.15; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:13.333px; line-height:1.15; ">
				<span style="font-size:12pt; padding-right:20px;">c)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Supporting structure.</span></p>
			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.15; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:13.333px; line-height:1.15; ">
				<span style="font-size:12pt; padding-right:20px;">d)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Construction sequence and duration, including considerations for interruption or delays.</span></p>
			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.15; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:13.333px; line-height:1.15; ">
				<span style="font-size:12pt; padding-right:20px;">e)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Proposed load testing and field monitoring.</span></p>
			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.15; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:13.333px; line-height:1.15; ">
				<span style="font-size:12pt; padding-right:20px;">f)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Type of temporary guy connection (non-slip vs. slip).</span></p>
			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:8px; margin-left:72px; text-indent:-.635cm; margin-right:48px; margin-top:0px; margin-bottom:8px; ">
				<span style="font-size:12pt; padding-right:20px;">g)</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Rigging anchorage loads to the structure or foundation.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">(</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15). ANSI/ASSE A10.48 contains a similar list of criteria under § 4.8.5 titled “Rigging Plan Considerations.” (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at p. 25-26).</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Once the certifying engineer determines the structure can withstand the imposed loads, he issues a certified engineering review letter (Tr. 373). That letter includes the loads the engineer has calculated, as well as applicable load charts (see<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-15). The contractor then uses these loads to determine the appropriate sizing for the rigging equipment (Tr. 123-24). Twice ANSI/TIA-322 notes this engineer review does not involve a specific evaluation of the means and methods of the rigging. It states, “evaluation of the impact of the rigging plan does not include evaluation of the rigging components.” (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15) In that same paragraph it states, “Means and methods for the construction shall be the responsibility of the contractor.”</span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">The Project</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>In 2017, Tower King contracted with TV station WSVN to perform work on the station’s tower in Miami, Florida (Tr. 51-52). Tower King is a small company founded by Kevin Barber in 2002 (Tr. 37). The company is engaged in construction and maintenance of telecommunications towers (Tr. 38). Mr. Barber has been in the telecommunications tower industry since 1985 (Tr. 37). Tower King has nine employees who work in the field, and three who work in the office.</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">The tower stood approximately 1,000 feet and had a three-armed structure at the top called an “arbor.” (Tr. 69-70). Each arm of the arbor had a pedestal on which an<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">antenna</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sits (Tr. 72). According to Mr. Barber, the tower originally was to hold three antennas for three broadcasters. One of the broadcasters backed out, so the third antenna was not needed. To ensure the arbor was balanced, a “dummy pole” was attached to the pedestal in place of an antenna as a counterweight (Tr. 482-83). Tower King’s contract with the TV station required it to remove the dummy pole and the pedestal on which it sat and replace it with a two-section pedestal and working antenna (Tr. 50, 482-83, 493).</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>To lower the old equipment from, and raise the new equipment to, the top of the tower, Tower King used a “gin pole.” (Tr. 51) A gin pole is “[a] lifting device that consists of a latticed or tubular boom or mast” used to raise and lower parts of the tower into position (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 pp. 18 and 88; Tr. 492-93). The gin pole was attached to the arbor using a bridle connection at the top and a basket connection at the bottom (Tr. 491-92; see<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 p. 95). To make these connections, Tower King used steel slings tightened with chain “come<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">alongs</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">.” (Tr. 485) The gin pole and the equipment used to attach it to the tower compose the rigging system.</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Prior to beginning work, Tower King needed to ensure the tower could sustain the loads the construction project, including the rigging system, would impose on it (Tr. 53). Tower King does not employ anyone with an engineering background. For that reason, and because the weights to be lifted placed the project in a class requiring it, Tower King hired a third-party engineer to approve its plan (Tr. 54). Tower King entered into a contract with Stainless, Inc., (Stainless)</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref7" href="#ftn7">7</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>under which Stainless would perform an engineering review of the project (Tr. 52). Mr. Barber understood the purpose of the engineering review was to determine the imposed loads resulting from the rigging system and certify the structure could withstand those loads (Tr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">52, 149). Tower King chose to contract with Stainless because Stainless had originally designed and manufactured the tower (Tr. 52). According to Mr. Barber, he followed his standard practice of providing the rigging plan he developed to Stainless who then calculated the loads to be imposed by the rigging equipment and approved the plan (Tr. 6, 150, 291-20). The Tower King employees onsite were to then choose the size rigging equipment (slings and come<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">alongs</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">) based on the imposed loads calculated and provided by Stainless (Tr. 64-65). </span></p>
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			<div>
				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Materials for the project came from three sources. Stainless manufactured and supplied the two-part pedestal onto which the new antenna would sit (Tr. 484). A third-party antenna manufacturer supplied the antenna. Tower King supplied all the rigging equipment, including the gin pole (Tr. 485).</span></p>
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			<div>
				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Tower King had five employees on the worksite (Tr. 481). Two of the employees were to remain on the ground and three were to be working on the tower (Tr. 482). Although tower workers may climb towers to perform their work, in this instance, Tower King employees used an elevator (Tr. 491). It is undisputed each Tower King employee used a personal fall arrest system with a lanyard to tie off to the tower or gin pole during his work on the tower (See<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-11).</span></p>
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			<div>
				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Mr. Barber explained how the job was to progress. The gin pole must first be attached to the tower. The gin pole is raised into place</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">and set in a track that was attached to the arbor</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref8" href="#ftn8">8</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>(Tr. 490-92). Once the gin pole is set, it is “tied back” or attached to the tower with the rigging equipment (Tr. 72). After having fully installed the gin pole, the workers began the process of replacing the dummy pole by first detaching and lowering the old equipment to the ground using the gin pole (Tr. 493). The new equipment was to be raised to the arbor via the gin pole where the Tower King employees would attach it (Tr. 494). Once the new antenna was in place, all the rigging equipment would be removed, and the new equipment tested to be sure it was in working order (Tr. 494). </span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">The Accident</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span><span><span></span>
						</span>On September 27, 2017, Tower King was in the process of completing the work to replace the dummy pole with the new antenna. Two employees were on the ground and three were on the tower, tied off to the gin pole. As the workers were moving the old pedestal section<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">that had already been lowered, the gin pole detached from the arbor, falling to the ground (Tr. 494). The three workers attached to the gin pole fell to the ground with it. All three died as a result of the fall.</span></p>
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			<div>
				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">The Investigation</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The Miami Gardens Police Department and Tower King notified the Fort Lauderdale Area OSHA Office of the accident (Tr. 324). Compliance Safety and Health Officer (CSHO) Michael Marquez was assigned to investigate the accident. His investigation involved an onsite visit during which he took photographs and measurements (Tr 324). He obtained documents from Tower King and interviewed the surviving employees. CSHO Marquez was assisted by Dr. Bryan Ewing of OSHA’s Directorate of Construction. Dr. Ewing also visited the accident site several times during which he took photographs and measurements (Tr. 251). </span></p>
			</div>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Based upon his investigation, Dr. Ewing concluded the cause of the accident was the overloading of the rigging components at the bridle connection (Tr. 251). This conclusion was based on Dr. Ewing’s independent calculations of the imposed loads (Tr. 253-54). Dr. Ewing found the Stainless engineer had miscalculated the imposed loads because he incorrectly used a lever arm length (the distance between the bridle and basket connection) of 70 feet rather than the correct length of 12 feet despite the rigging plan indicating attachment points on the 12-foot arbor (Tr. 176-78, 288-90;<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-7 at p. 20; and<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-15). This resulted in an undercalculation of the forces on the bridle connection of 11,700 pounds (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-7 at p. 20). Tower King used rigging components<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sufficient</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>“to carry those predicted loads” but insufficient to carry the actual load (Tr. 298). Unrelated to his finding regarding the cause of the accident, Dr. Ewing found the rigging plan Tower King provided to Stainless prior to Stainless calculating the imposed loads was missing information or had incorrect information (Tr. 255). Based upon these conclusions, the Secretary issued a citation alleging a serious violation of the general duty clause for failure to have a complete rigging plan which Tower King timely contested.</span></p>
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				<p style="page-break-before:page; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "></span> </p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">The Citation</span></p>
			</div>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; "><span style="mso-tab-count:1">  </span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">The citation alleges a serious violation of the general duty clause, § 5(a)(1) of the Act. Section 5(a)(1) requires each employer to “furnish to each of his employee</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">’</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">s employment and a place of employment which are free from recognized hazards that are causing or are likely to cause death or serious physical harm to his employees.” 29 U.S.C. § 654(a)(1). The amended citation alleges a violation of § 5(a)(1) as follows:</span></p>
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			<div>
				<p style="margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">The employer did not furnish employment and a place of employment which were free from recognized hazards that were causing or likely to cause death or serious physical harm to employees in that employees were exposed to fall and struck-by hazards:</span></p>
			</div>
			<div>
				<p style="margin-left:48px; margin-right:48px; "> </p>
			</div>
			<div>
				<p style="margin-top:0px; margin-bottom:8px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">On September 27, 2017, employees were performing work on a communications tower without a complete rigging plan and exceeded the capacity of the rigging attachments of a gin pole that was attached to the tower and used to hoist loads, exposing employees who were tied off to the gin pole to fall hazards and employees on the ground, to struck-by hazards.</span></p>
			</div>
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				<p style="line-height:1.5; margin-left:-48px; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">As a feasible means of abatement, OSHA proposed the employer:</span></p>
			</div>
			<div>
				<p style="margin-top:0px; margin-bottom:8px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ensure a complete rigging plan is developed and implemented, including, when appropriate, having a qualified engineer review the pertinent parts of the plan such as the means and methods of rigging attachments of the gin pole to the tower.</span></p>
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			<div>
				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">DISCUSSION</span></p>
			</div>
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				<p style="margin-top:0px; margin-bottom:13.333px; text-align:center; margin-right:48px; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">Elements of a § 5(a)(1) Violation</span></p>
			</div>
			<div>
				<p style="margin-top:0px; margin-bottom:13.333px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Section 5(a)(1) of the Act mandates that each employer “furnish to each of his employee</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">’</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">s employment and a place of employment which are free from recognized hazards that are causing or are likely to cause death or serious physical harm to his employees.” 29 U.S.C. § 654(a)(1). To establish a violation of the general duty clause, the Secretary must show that: (1) a condition or activity in the workplace presented a hazard; (2) the employer or its industry recognized the hazard; (3) the hazard was likely to cause death or serious physical harm; and (4) a feasible means existed to eliminate or materially reduce the hazard. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Pegasus Tower,<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">21 BNA OSHC 1190, 1191, 2005 CCH OSHD ¶ 32,861, p. 53,077 (No. 01-0547, 2005).</span></p>
			</div>
			<div>
				<p style="margin-top:0px; margin-bottom:8px; "><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Erickson Air-Crane, Inc.,<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">No. 07-0645, 2012 WL 762001 at *2 (March 2, 2012).</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>In addition to the above-quoted elements of a § 5(a)(1) violation, the Secretary must also establish the employer had either actual or constructive knowledge of the hazardous condition. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Deep South Crane & Rigging Co.,<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">23 BNA OSHC 2099 (No. 09-0240, 2012),<span>
						</span></span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">aff’d Deep South Crane & Rigging Co. v. Seth D. Harris,<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">24 BNA OSHD 1089 (5</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; ">th</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>Cir. 2013). </span></p>
			</div>
			<div>
				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; font-style:italic; ">Whether an Activity or Condition at the Site Constituted a Hazard</span></p>
			</div>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>In a recent decision the Commission reiterated</span></p>
			</div>
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				<p style="margin-top:0px; margin-bottom:8px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">In a general duty clause case, “[the] hazard must be defined in a way that apprises the employer of its obligations, and identified conditions and practices over which the employer can reasonably be expected to exercise control” </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Arcadian Corp</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 20 BNA OSHC [2001, 2007 (No. 93-0628, 2004)];<span>
						</span></span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Peron Corp</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">., 12 BNA OSHC [1833, 1835 (No. 82-388, 1986)]. The Secretary must show, among other things, that the hazard was present. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Wheeling-Pittsburgh Steel Corp</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">., 16 BNA OSH 1218, 1221 (No. 89-3389, 1993). </span></p>
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			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Mid South</span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; "><span><span></span>
						</span>Waffles, Inc. d/b/a Waffle House #1283,<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">27 BNA OSHC 1783, 1785 (No. 13-1022, 2019).</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The Secretary defined the hazard in this case as the overloading of the tower or components of the rigging system resulting from deficiencies in the rigging plan (or failure to have a complete rigging plan). Because Tower King was responsible for developing the rigging plan, defining the hazard as deficiencies in that plan informed it of a preventable condition over which it could exercise control. To establish the rigging plan was not complete, i.e., it posed a hazard of overloading the tower or rigging components, the Secretary must show that deficiencies in Tower King’s rigging plan created a hazard. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Quick Transport of Arkansas, LLC</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 27 BNA OSH 1947, 1949 (No. 14-0844, 2019). To prove deficiencies in the rigging plan created a hazard, the Secretary has the burden to establish reliance by<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Stainless</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">e</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>engineer on the information provided in the rigging plan could result in an underestimate of the imposed loads<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sufficient</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>to create a “significant risk” of overloading.<span>
						</span></span></p>
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			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Tower King’s focus on the cause of the accident is misplaced. “Proof that a cited activity actually caused harm or necessarily could have caused harm under the precise physical conditions that happened to be present at the time of the violation, or at any other specific time, is not required.” </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Id. citing<span>
						</span></span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Bomac</span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; "><span><span></span>
						</span>Drilling</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 9 BNA OSHC 1682, 1691-92 (No. 76-450, 1981). The parties do not dispute the accident was caused by overloading of the rigging components at the bridle connection. Nor does there appear to be a dispute that the overloading was due to a miscalculation of the imposed loads by the Stainless engineer. Whether the deficiencies in the rigging plan identified by the Secretary contributed to that miscalculation is not relevant to the inquiry here. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">See</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Safeway Inc. v. OSHRC</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 382 F.3d 1189, 1195 n.5 (10</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; ">th</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>Cir. 2004)<span>
						</span></span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">citing Dye Construction v. OSHRC</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 698 F.2d 423, 426 (10</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; ">th</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>Cir. 1983). Rather, the Secretary must<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">establish the identified deficiencies could have resulted in a miscalculation<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sufficient</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>to pose an overloading risk. The Secretary has not met that burden.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The Secretary’s evidence of the hazard created by the deficiencies in its rigging plan is based on the testimony of its expert in engineering, Dr. Ewing.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref9" href="#ftn9">9</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">In his testimony, Dr. Ewing identified the information missing from Tower King’s rigging plan (Tr. 256). In his post-hearing brief, the Secretary articulated those deficiencies as 1) failure to identify the angles of the rigging components at the bridle connection; 2) failure to identify the correct size gin pole; and 3) failure to identify the loads created by, and location of, employees working on the tower. </span></p>
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			<p style="margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.5; margin-left:48px; text-indent:-.635cm; margin-top:0px; margin-bottom:13.333px; line-height:1.5; ">
				<span style="font-size:12pt; font-style:italic; padding-right:20px;">1)</span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; "><span><span></span>
					</span>Failure to Identify the Angles of the Rigging Components at the Bridle Connection</span></p>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Dr. Ewing explained the purpose of the engineer review is to calculate the load imposed by the construction equipment on the tower to ensure the tower can withstand the load (Tr. 254-55; see also<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15). The calculated loads are then used by riggers to select the correct size rigging components, e.g., slings and come<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">alongs</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. According to Dr. Ewing, if the rigging plan does not specify the angle of the slings at the bridle connection, the engineer would assume an angle of 45 degrees (Tr. 273). He based this conclusion on his interpretation of ANSI/ASSE A10.48 § 13.5.2(a) (Tr. 274).<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Based upon the information available to him, Dr. Ewing calculated the angle of the slings at the bridle connection as approximately 29 degrees. Because the angles were less than 45 degrees, the forces applied to the rigging components at the bridle connection were as much as 40 percent greater than they would be if placed at a 45-degree angle (Tr. 273). This had the potential to create an overloading hazard because the rigging components selected based on the loads calculated by the engineer would be insufficient.</span></p>
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			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Tower King called its engineering expert, Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, to rebut this testimony. Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger’s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>experience in the telecommunications tower industry is lengthy and varied. Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>and Dr. Ewing did not disagree regarding general engineering principles, specifically that a change in the angle of the rigging components would impact the imposed load on those components. Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger’s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testimony contradicted Dr. Ewing’s regarding the application of those principles to the telecommunications tower industry specifically. Based upon his greater<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">applicable experience, I give Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger’s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testimony greater weight, particularly as it applies to custom and practice in the telecommunications tower industry.</span></p>
			</div>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testified Dr. Ewing’s<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">premise</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>an engineer would assume the angle of the rigging components used to attach the gin pole to the arbor were 45 degrees is incorrect.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testified the attachment of the gin pole to the arbor at the bridle connection point is fixed (Tr. 424). Section 13.5.2(a) of ANSI/ASSE A10.48, to which Dr. Ewing referred, does not apply in the situation where the angles are fixed, but where sling angles may be variable (Tr. 426). Where the angles are fixed, the reviewing engineer can calculate the angle if all the dimensions of the tower components, the loads to be lifted, and the lifting equipment are known (Tr. 377-78, 424). Contrary to the Secretary’s contention, and as Dr. Ewing conceded, the rigging plan Tower King submitted to Stainless did indicate the gin pole was to be attached to the arbor (Tr. 289;<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-15 at pp. 5-7). Because Stainless had the information regarding the track, arbor, and the gin pole, it could calculate the angle at which the slings would necessarily be placed. Dr. Ewing conceded the sling angle does not change and that he was able to calculate it based on the blueprints and shop drawings of the tower and the gin pole (Tr. 276, 279).</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The Secretary presented no evidence regarding how Stainless assessed the impact of the imposed loads resulting from the rigging components being placed at an angle. The record contains no evidence supporting a conclusion Stainless assumed the angle was 45 degrees. On this record it is equally likely Stainless calculated the angle of the rigging components at the bridle connection using all the data available to it as the manufacturer of, and having erected, the tower, just as Dr. Ewing calculated the angle using the blue prints and shop drawings. Because the evidence does not establish the failure to specify the angle of the rigging components at the bridle connection in the rigging plan submitted to Stainless deprived Stainless of information necessary to perform an accurate calculation of the imposed loads, the Secretary has failed to establish this omission posed a significant risk of harm.</span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">2) Failure to Identify the Correct Size Gin Pole</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>There is no dispute Tower King used a longer gin pole than specified in the plan it submitted to Stainless. A longer gin pole is heavier. The expert witnesses agreed it was necessary to know the size of the gin pole to accurately calculate the loads on the tower imposed by the lifting equipment. Because the imposed loads were calculated using the smaller gin pole, the use of the longer gin pole had the potential to expose Tower King employees to an<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">overloading hazard.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref10" href="#ftn10">10</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> The fault in the Secretary’s case is that this is not the violation alleged in the citation.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The citation alleges Tower King did not have a complete rigging plan. An incomplete rigging plan poses a hazard, the Secretary’s theory goes, because the reviewing engineer cannot properly calculate the imposed loads. At the point at which the engineer is doing his review, a rigging plan is complete if it contains accurate information necessary to perform the calculations. Because the gin pole used was not the gin pole specified in the plan provided to Stainless, the information was not accurate and the plan not complete. The fault with the Secretary’s theory is that the information regarding the gin pole did not become inaccurate until a decision was made, in the field, to use the longer gin pole. The record is thin regarding who made the decision, how it was made, and what, if any</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">,</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>steps were taken to ensure the use of the larger gin pole did not overload the structure or the rigging components. It was not the contents of the rigging plan submitted to Stainless that posed the hazard, but the deviation from that plan in the field after the engineer had certified the plan. The citation does not address deviations from the plan, but the contents of the plan.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref11" href="#ftn11">11</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> The Secretary cannot rely on the deviation from the plan to meet this element of his burden of proof.</span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">3) Failure to identify the loads created by, and location of, employees working on the tower</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The Secretary contends the rigging plan Tower King provided to Stainless lacked information about the number and location of workers that would be tied off to the structure. Dr. Ewing explained that if workers were tied off to the gin pole, their additional weight would “be transferred from the gin pole through the load path, which would be the bridle connection, and then back down to the tower and back down to the foundation.” (Tr. 265</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">) If</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>workers were tied off to the tower, the imposed force on the bridle connection is unaffected (Tr. 267). According to Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, it is “taken for granted” that workers would be “up with the load” to perform the work (Tr. 437). Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>did not dispute Dr. Ewing’s testimony regarding the<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">difference between how the load is transferred depending on whether the workers are tied off to the gin pole or the structure or that workers tied off to the gin pole would impose a greater load on the bridle connection.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Dr. Ewing and Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>did disagree as to how the weight of the workers is to be factored into the imposed load. Dr. Ewing testified the procedure he used is contained in “Introduction to Fall Protection,” a book published by the American Society of Civil Engineers (Tr. 317). According to that text, a fall arrest force of 5,000 pounds is used for the first person tied off to the structure (Tr. 317-18). For a second and third person tied off to the structure, the force is reduced to 20% of the 5,000-pound fall arrest force (Tr. 318).</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref12" href="#ftn12">12</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> The actual weight of any additional person is used if more than three people are tied off to the structure. Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testified it is standard practice to use a weight of 300 pounds per person (Tr. 438). He conceded it would be necessary to know the number of workers on the structure to determine the imposed load of the workers (Tr. 438). Dr. Ewing assumes the workers are using a fall arrest system such that should the worker fall, he would fall away from the structure leading to a 5,000-pound force being applied to the structure at the point he reaches the end of his free fall. Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>assumes the workers are using a positioning system which would eliminate the fall arrest force because the worker does not fall away from the structure. Given Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger’s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>experience in the telecommunications tower industry, his testimony regarding the application of engineering principles to that industry is given greater weight. The Secretary has not met his burden to present evidence<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sufficient</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>to accept Dr. Ewing’s assumption and reject Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger’s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>assumption. </span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span><span><span></span>
						</span>The Secretary has established omission of information regarding the number and location of workers tied off to the structure would have an impact on the engineer’s calculation of the imposed loads. The Secretary has failed to establish this omission created a significant risk of overloading the rigging components. Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testified, in the field of engineering, “a load increase of less than five percent” is deemed insignificant (Tr. 383). This testimony was unrebutted. The Secretary has the burden to establish the imposed load of the workers tied off to the gin pole would increase the overall imposed load beyond five percent. In his testimony, Dr. Ewing did not explain what the additional imposed load would be assuming either the fall arrest<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">force or 300 pounds per person. Dr. Ewing’s testimony made clear performing this calculation required a certain “skill set.” (Tr. 268) Without this testimony, the Secretary cannot meet his burden to establish a significant risk of overloading.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref13" href="#ftn13">13</a></span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Based upon the foregoing, I find the Secretary has not met his burden to establish Tower King’s failure to provide the identified information to Stainless for its engineering review of the rigging plan exposed Tower King employees to a hazard.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref14" href="#ftn14">14</a></span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>Assuming the Secretary could meet his burden to establish the hazard of overloading, the record fails to establish Tower<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">King</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>or the industry recognized the failure to provide the identified information as a hazard.</span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; font-style:italic; ">Whether the Activity or Condition was a Recognized Hazard</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">It is undisputed Tower King and the telecommunications tower industry recognize the hazard posed by overloading either the structure or the rigging components. To sustain a general duty clause violation, it is not enough for the Secretary to simply identify a hazardous aspect of the work of an employer or its industry. </span></p>
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				<p style="margin-top:0px; margin-bottom:8px; margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Obviously, some industrial activities are by the very nature dangerous. To permit the normal activities in such an industry to be defined as a “recognized hazard” within the meaning of section 5(a)(1) is to eliminate an element of the Secretary’s burden of proof and, in fact, almost to prove the Secretary’s case by definition, since under such a formula the employer can never free the workplace of inherent risks incident to the business. To respect Congress’ intent, hazards must be defined in a way that apprises the employer of its<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">obligations,</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">and</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>identifies conditions or practices over which the employer can reasonably be expected to exercise control.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Pelron</span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; "><span><span></span>
						</span>Corp.</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 12 BNA OSHC 1833, 1835 (No. 82-388, 1986),<span>
						</span></span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">citing Davey Tree</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, 11 BNA OSHC 1898, 1899 (No. 77-2350, 1984). The Secretary must show the condition he identified as creating the hazard is recognized by the cited employer or the employer’s industry as hazardous. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">Id</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. In his post-hearing brief, the Secretary defines the condition creating a hazard as “working without a complete rigging plan” which can result in the overloading of the rigging components or the structure. (Complainant’s Post-Hearing Brief at p. 6). He then identifies the deficiencies in Tower King’s rigging plan or how it was incomplete. To meet his burden in this case, the Secretary would need to establish either Tower King or the telecommunications tower industry recognized these deficiencies posed a hazard.</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref15" href="#ftn15">15</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> The Secretary has not met that burden.</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">The Secretary presented no evidence Tower King recognized the deficiencies in its rigging plan submitted to Stainless posed a hazard. Mr. Barber testified he hired Stainless to determine whether the tower could support the loads Tower King would be imposing on it as a result of the construction project (Tr. 53). He understood for the engineer to perform those calculations, Tower King would need to specify what “you’re going to use...what hoist, what gin pole, and where you’re attaching it, and where you’re putting your base blocks and your gin pole, and what you’re lifting” and he had supplied that information (Tr. 53-54). Mr. Barber and the Stainless engineer exchanged emails to clarify certain details of the planned work and the equipment. Nowhere in any of those emails did the Stainless engineer suggest he needed the information the Secretary identified as missing to perform his calculations.</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Nor has the Secretary presented compelling evidence the industry recognized the plan Tower King submitted to Stainless was deficient. The Secretary presented no testimony from industry representatives or any individual with background in the telecommunications tower industry regarding what is generally understood to constitute a complete rigging plan. Although providing a definition, neither ANSI/ASSE A10.48 nor ANSI/TIA 322 specifies the required contents of a rigging plan. Section 4.8.5 of ANSI/ASSE A10.48 identifies “rigging plan considerations.” (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at p. 25). They are</span></p>
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				<p style="margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">a) Operational and non-operational construction loads.</span></p>
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				<p style="margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">b) Construction equipment.</span></p>
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				<p style="margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">c) Supporting structure.</span></p>
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				<p style="margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">d) Construction sequence and duration.</span></p>
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				<p style="margin-left:48px; margin-right:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">e) Required load testing and field monitoring.</span></p>
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				<p style="line-height:1.5; "> </p>
			</div>
			<div>
				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">(</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at p. 26). In § 4.8.6, ANSI/ASSE A10.48 identifies “data” the contractor “shall” consider when completing a rigging plan (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at p. 26). ANSI/ASSE A10.48 also contains a rigging plan template at Appendix A-4(d) (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. C-10 at pp. 79-82). ANSI/TIA 322 contains a list of information the engineer is required to obtain from the rigging plan at § 2.2.1 (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15). This list is nearly identical to the list of rigging plan considerations in ANSI/ASSE A10.48 § 4.8.5, save for the addition of information for the “[t]</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">ype</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>of temporary guy connection” and “[r]igging anchorage loads to the structure or foundation.” (</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Exh</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">. R-4 at p. 15) Although these consensus standards provide a guideline, they lack the specificity necessary to establish industry recognition of the specific conditions identified by the Secretary as creating an overloading hazard. Without more, the Secretary cannot meet his burden of proof.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The record contains testimony from Tower King’s expert supporting its contention the rigging plan submitted to Stainless was consistent with industry custom and practice and, consequently, would not be recognized as deficient by a conscientious safety expert familiar with the industry. </span><span style="font-size:12pt; font-style:italic; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-style:italic; ">See Arcadian Corp</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">., 20 BNA OSHC 2001, 2011 (No. 93-0628, 2004). Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testified the final document contained in Exhibit R-15 was a complete rigging plan (Tr. 364, 372). He testified Stainless had been provided<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sufficient</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>information to properly calculate the imposed loads (Tr. 368). In his opinion Tower King provided<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">sufficient</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>information regarding attachment points for the gin pole (Tr. 372). He testified it is not customary, feasible, or necessary to include fall arrest attachment points in a rigging plan (Tr. 372).</span><span style="font-size:12pt; position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; font-size:12pt; "><a name="ftnref16" href="#ftn16">16</a></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "> The Secretary presented no testimony from an individual familiar with the industry in rebuttal to this testimony.</span></p>
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				<p style="line-height:1.5; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span>The only testimony presented by the Secretary by an individual with industry experience was Greg<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Fehrman</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">, vice president of field operations for FDH Infrastructure Services, the parent of Stainless (Tr. 128-29). Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Fehrman</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testified the procedure followed for this project deviated from the procedures Stainless typically follows when providing an engineer review under ANSI/TIA 322 (Tr. 150-51). He testified Stainless receives from the contractor the calculated imposed loads (Tr. 150). </span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Stainless</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">es</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>role is then to ensure the structure can support those loads (Tr. 150). In this case, Stainless chose to calculate those loads itself to “speed the process along”<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">and because they had the ability to do so in-house (Tr. 151). Notably, he did not testify Tower King failed to provide any information necessary to make these calculations. This testimony, limited to the procedures of one company, does not directly rebut Mr.<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Ruedlinger’s</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span>testimony regarding the<span>
						</span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">industry as a whole</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">.</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">The Secretary has failed to meet his burden to establish Tower King failed to render its workplace free of a hazard recognized by Tower King or the telecommunications tower industry. He has failed to meet his burden to establish Tower King violated the general duty clause. The citation is accordingly vacated.</span></p>
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			<div>
				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; "></span><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; "></span><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; "></span><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">FINDINGS OF FACT AND CONCLUSIONS OF LAW</span></p>
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				<p style="line-height:1.5; text-indent:1.27cm; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">The foregoing decision constitutes the findings of fact and conclusions of law in accordance with Rule 52(a) of the Federal Rules of Civil Procedure. </span></p>
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				<p style="line-height:1.5; text-align:center; "><span style="font-size:12pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:12pt; font-weight:bold; ">ORDER</span></p>
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				<p style="line-height:1.5; margin-left:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Based upon the foregoing decision, it is ORDERED that:</span></p>
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				<p style="line-height:1.5; margin-left:48px; "><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">Item 1, Citation 1, is vacated.</span></p>
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				<p style="text-align:justify; "><span style="font-weight:bold; font-family:Times New Roman; font-size:12pt; font-weight:bold; ">Date: July 17, 2019</span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span style="mso-tab-count:1">  </span></span><span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; ">
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						</span></span><span style="font-size:11pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:11pt; font-weight:bold; ">Judge<span>
						</span></span><span style="font-size:11pt; font-weight:bold; font-family:Times New Roman; font-size:12pt; font-size:11pt; font-weight:bold; ">Heather A. Joys</span></p>
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					</span>1120 20th Street, N.W., 9<span style="position:relative;font-size:0.58em; bottom: 1ex;font-family:Times New Roman; font-size:12pt; ">th</span><span><span></span>
					</span>Floor</p>
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					<span style="font-size:12pt; font-family:Times New Roman; font-size:12pt; font-size:12pt; "><span><span></span>
						</span></span>Phone: (404) 562-1640 Fax: (404)<span><span></span>
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			<hr/>"
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				<p>
					<a name="ftn-1" href="#ftnref-1"></a> </p>
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				<p>
					<a name="ftn0" href="#ftnref0"></a> </p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn1" href="#ftnref1"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">1 </span></a><span><span></span>
					</span>The Secretary amended the original citation language in his Complaint.</p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "> </p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn2" href="#ftnref2"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">2 </span></a><span><span></span>
					</span>To the extent either party failed to raise any other arguments in its post-hearing brief, such arguments are deemed abandoned.</p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "> </p>
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			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn3" href="#ftnref3"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">3 </span></a><span><span></span>
					</span>“Manufacturers’ instructions and voluntary industry standards that contain explicit safety warnings regarding compliance may be probative evidence in establishing a general duty clause violation.” <span style="font-style:italic; font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; font-style:italic; ">K.E.R. Enterprises, Inc.</span>, 23 BNA OSHC 2241, 2242 (No. 08-1225, 2013),<span>
					</span><span style="font-style:italic; font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; font-style:italic; ">citing Young Sales Corp.,<span>
						</span></span>7 BNA OSHC 1297, 1299 (No. 8184, 1979).<span>
					</span></p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "><span><span></span>
					</span></p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn4" href="#ftnref4"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">4 </span></a><span><span></span>
					</span>Tower King called Mr.<span>
					</span>Ruedlinger<span><span></span>
					</span>to testify as an expert in engineering and the telecommunications tower industry. Mr.<span>
					</span>Ruedlinger<span><span></span>
					</span>is senior vice president of engineering for Electronic Research, Inc. (ERI) (Tr.<span>
					</span>349-50). ERI is in the business of designing, fabricating,<span><span></span>
					</span>and installing telecommunications equipment (Tr. 351). Mr.<span>
					</span>Ruedlinger<span><span></span>
					</span>has extensive background in the industry. He holds a degree in electrical engineering technology and a license in civil engineering (Tr. 353). He is a member of numerous professional organizations including the TIA and the American Society of Safety Professionals. (Tr. 354). Mr.<span>
					</span>Ruedlinger<span><span></span>
					</span>served on committees involved in the development of ANSI/ASSE A10.48 and ANSI/TIA-322 (Tr. 355). I find<span>
					</span>Mr.<span>
					</span>Ruedlinger<span><span></span>
					</span>a<span>
					</span>credible<span>
					</span>witness based on his consistent testimony. I find him<span>
					</span>well qualified to testify regarding the history and intent of the two standards<span><span></span>
					</span>and custom and practice in the telecommunications industry based on his background.</p>
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			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "> </p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn5" href="#ftnref5"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">5 </span></a><span><span></span>
					</span>The standard sets out four classes of work, with<span>
					</span>class IV involving the heaviest loads and the most engineer involvement. It is undisputed the project was class IV work because the materials to be lifted weighed 12,000 pounds (Tr. 54-55).</p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "> </p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn6" href="#ftnref6"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">6 </span></a><span><span></span>
					</span>The witnesses used several terms of art when referring to the load created by the construction equipment and processes. For consistency and clarity,<span><span></span>
					</span>I have used the term<span><span></span>
					</span>“imposed load” throughout to refer to any force or weight imposed on the rigging equipment or structure.</p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn7" href="#ftnref7"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">7 </span></a><span><span></span>
					</span>Stainless is also in the telecommunications tower construction and maintenance industry and had unsuccessfully bid on the project<span><span></span>
					</span>(Tr. 129, 172-73). </p>
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			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn8" href="#ftnref8"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">8 </span></a><span><span></span>
					</span>Mr. Barber referred to this process as “jumping the pole.” (Tr. 491-92)<span><span></span>
					</span>This term appears throughout the documentary evidence.</p>
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			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn9" href="#ftnref9"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">9 </span></a><span><span></span>
					</span>Dr. Ewing holds a Ph.D. in civil engineering<span><span></span>
					</span>and is a licensed engineer (Tr. 240). He has worked in the engineering field for over 10 years (Tr. 241). Dr. Ewing was a straightforward, articulate, and candid witness. I found him credible and credit his testimony regarding those matters that require knowledge of general engineering principles. Dr. Ewing authored a report in conjunction with that investigation (Exh. R-7).<span>
					</span><span><span></span>
					</span>That report laid out Dr. Ewing’s findings regarding the cause of the accident. For that reason, it is of limited probative value. Nothing in the report contradicts Dr. Ewing’s testimony.</p>
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			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn10" href="#ftnref10"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">10 </span></a><span><span></span>
					</span>There is no dispute the use of the longer<span><span></span>
					</span>gin pole, because of the way it was rigged, reduced the load at the bridle connection but increased it at the basket connection.</p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
				</p>
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				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn11" href="#ftnref11"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">11 </span></a><span><span></span>
					</span>It is likely once a rigging plan is certified by the engineer, deviations from the plan that increase the imposed load have the potential to pose a significant risk of overloading. I agree with Tower King it lacked fair notice the citation addressed deviations from the plan. Although the proposed abatement refers to implementation of the rigging plan, the violative conduct alleged was the failure to have a complete rigging plan. Dr. Ewing’s testimony focused on the information necessary for the engineer to calculate the imposed loads not the result of deviations from the plan after the engineer has certified it.</p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "> </p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn12" href="#ftnref12"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">12 </span></a><span><span></span>
					</span>In his report, Dr. Ewing refers to ANSI/ASSE<span><span></span>
					</span>A10.48, § 6.5.2 (Exh. C-10 at p. 32) which requires “Anchorages specified in a fall protection plan shall have a strength requirement of 5,000 lbs.<span><span></span>
					</span>or for an engineered anchor 3,600 lbs.<span><span></span>
					</span>per employee attached.” (Exh. R-7 at p. 25).</p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn13" href="#ftnref13"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">13 </span></a><span><span></span>
					</span>Assuming the fall arrest force is the correct weight to include in calculations, there is no evidence in the record explaining how that seemingly significant additional weight factors into the calculation of the imposed loads. As made clear in Dr. Ewing’s report, it is not simply a matter of adding the additional weight. The Secretary has the burden of proof on this issue<span>
					</span>on<span><span></span>
					</span>which the record is silent.</p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText "> </p>
			</div>
			<div>
				<p class="style_Normal style_Normal style_FootnoteText style_FootnoteText ">
					<a name="ftn14" href="#ftnref14"><span class="style_DefaultParagraphFont style_DefaultParagraphFont style_FootnoteReference style_FootnoteReference " style="font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; ">14 </span></a><span><span></span>
					</span>There is some overlap of the alleged hazard and the proposed abatement in this case. The Secretary has defined the hazard as an incomplete rigging plan and identified those aspects of Tower King’s plan that were deficient. It is well recognized the general duty clause is limited to those hazards that are preventable. <span style="font-style:italic; font-family:Times New Roman; font-size:12pt; font-family:Times New Roman; font-size:10pt; font-style:italic; ">National Realty & Construction Co. v. OSHRC</span>, 489 F.2d 1257, 1266 (D.C. Cir. 1973). To meet this requirement, it is necessary to define the hazard in terms of those elements of the rigging plan that were inaccurate or missing. Were the hazard more broadly defined, for reasons articulated herein, he could not meet his burden to establish feasible abatement existed that would materially reduce the hazard<span><span></span>
					</span>because the evidence establishes<span>
					</span>the Stainless engineer could have made accurate calculations of the imposed loads<span>
					</span>with<span>
					</span>the information provided by Tower King.</p>
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					</span>The Secretary did not argue Tower<span>
					</span>King<span><span></span>
					</span>or the telecommunications tower industry recognized the hazard posed by an incomplete rigging plan. He argued<span>
					</span>he had<span>
					</span>established employer and industry recognition of an overloading hazard. This was an<span>
					</span>incorrect<span><span></span>
					</span>formulation of his burden of proof.</p>
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					</span>The Secretary did not identify where<span>
					</span>ANSI/ASSE<span><span></span>
					</span>A10.48 or<span>
					</span>ANSI/TIA-322<span>
					</span>state<span><span></span>
					</span>a rigging plan<span>
					</span>should contain<span>
					</span>information regarding attachment points for fall protection. The definitions of operational load and non-operational load do not specifically include the load imposed by workers and the rigging plan template at Appendix A-4(d) of ANSI/ASSE A10.48 does not include a space for information regarding worker tie off locations.</p>
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