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Standard Interpretations - (Archived) Table of Contents |
| • Standard Number: | 1926.653; 1926.651 |
| • Status: | Archived |
| NOTICE: This is an OSHA Archive Document, and may no longer represent OSHA Policy. It is presented here as historical content, for research and review purposes only. |
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June 4, 1979 Mr. Victor J. Greco Regional Supervisor Maryland Occupational Safety and Health 4321 Hartwich Road #418 College Park, Maryland 20740 Dear Mr. Greco: This is in response to your recent inquiry requesting an interpretation of our trenching requirements. 29 CFR 1926.653(c) defines "Bank" as a mass of soil rising above a digging level. This area was addressed to take into consideration trenches passing close to a side of a hill or a vertical face that would have a direct bearing on the sides of the trench being excavated. The digging level could be considered as grade. 29 CFR 1926.651(i)(1) and (2) requires that excavated or other material shall be effectively shored and retained. If a compliance officer observed an employee working below grade (digging level) in a trench 6 feet in depth, 10 feet in length and 4 feet in width in unstable or soft material with a soil bank rising 6 feet above grade, he would cite 29 CFR 1926.652(b) for the trench violation, 29 CFR 1926.651(i)(1) or (2) for an excavated material violation and 29 CFR 1926.652(a) for a bank violation. I hope this information will be helpful to you. If I may be of any further assistance, please feel free to contact me. Sincerely, Grover C. Wrenn Director, Federal Compliance and State Programs |
| NOTICE: This is an OSHA Archive Document, and may no longer represent OSHA Policy. It is presented here as historical content, for research and review purposes only. |
|
Standard Interpretations - (Archived) Table of Contents |