S02 Trenching Permit - Fillable - .pdf
PDF 154 KB Posted
- Attached to
- 5660--523A5-24-012 Upgrade Perimeter Fencing
- Solicitation number
- 36C24124B0026
About this file
This document contains an excavation and trenching permit template for the Department of Veterans Affairs. The template requires information on the location and dimensions of excavation work, soil classification, and protective systems to be used. It also addresses utility locates, atmospheric testing, and backfilling requirements. Signatures are needed from the excavation competent person and COR/COS to indicate permit approval, completion of excavation work, and permit closeout. Attachments such as work plans, qualifications, and atmospheric testing results must be included.
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| 36C24124B0026 0002.docx | DOCX document | |
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| 36C24124B0026 0001.docx | DOCX document | |
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Text version
Attachment A
VA Boston Healthcare System Excavation & Trenching Permit
SIGNATURES:
Project COR Approval:
Engineering Mgr. or M&O Foreman Review:
Safety Review:
SECTION 1
To be completed prior to any trenching, excavation, digging or drilling and shall be maintained onsite.
Project: Project Number: Est. Start Date:
Est. End Date:
Requested by: COR/COS:
Name of CP for Trenching / Excavation (Please attach Qualifications and Activity Hazard Analysis (AHA) for excavation/trench work to be completed):
Work to be done (Attach a detailed sketch or drawing showing location, dimensions of work to be completed, grading plans for cut-and-fill work, adjacent buildings, roads, parking lots, utilities):
Nearest Building and/or Structure:
Length, Width and Depth “Maximum Dimensions (feet)”:
Requesting soil reuse as backfill? YES NO
Utility Review: The following utilities are present within the excavation area: (Check all that are applicable) Electrical Gas Storm Drain Telephone/Fiber Sanitary Sewer Water Steam Site Lighting Cameras/Security Underground Storage Tanks Other
Is the excavation/trenching within Wetlands or a Buffer Zone? YES NO
Excavation CP Signature and Date:
SECTION 2
To be completed prior to personnel entering excavations greater than 5 feet in depth.
Soil Determination using OSHA classification of soil, what is the classification type?
Solid Rock Type A Type B Type C
Please indication the protective system to be used (sloping/benching, shoring, shielding).
Note: When soil classification is identified as “Type A” or “Solid Rock”, only shoring or shielding or Professional Engineer designed systems can be used for protection. A Sloping/Benching system may only be used when classifying the soil as Type B or Type C. Refer to Appendix B of 29 CFR 1926, Subpart P for further information on protective systems designs.
Where workers enter an excavation greater than 5 feet in depth, are protective systems designed in accordance with 29 CFR 1926, Subpart P, Appendices B to E or designed by Professional Engineer [OSHA 29 CFR 1926.652(a)] Note: excavations in excess of 20 feet in depth must be designed by PE and sloping or benching systems cannot have an angle of repose steeper than 1 to 1 (45 degrees) as provided above.
Was an assessment conducted for a potential toxic, explosive, or oxygen deficient atmosphere where oxygen deficiency (atmospheres containing less than 19.5 percent oxygen) or a hazardous atmosphere exists or could reasonably be expected to exist.
Note: Internal combustion engine equipment is not allowed in an excavation without providing force air ventilation to lower the concentration to below OSHA PELs, providing sufficient oxygen levels, and atmospheric testing as necessary to ensure safe levels are maintained.
While the excavation is open, will underground installations be protected, supported or removed (Lockout/Tagout, supports built, etc.) as necessary to safeguard employees?
Excavation CP Signature and Date:
FINAL CHECK / PERMIT CLOSEOUT
Site has been properly backfilled.
Excess soil has been removed.
All safety and environmental concerns have been mitigated.
As-built drawings and utility line location results were verified in the field and the drawings were transmitted to the VA COR/COS. The Contractor shall photographically document all of the Section 2 and Final Check/Permit Closeout requirements and transmit them to the VA COR/COS. Attach with closeout submission. Upon completion of the excavation, signatures below on this permit indicate the excavation is completed. Signatures also indicate that the CP & COR\COS have walked the site and are in agreement that excavation is completed. This permit is now closed and the COR/COS, will retain this form in the project folder.
Excavation CP Signature and Date:
All Excavation & Trenching must be conducted in accordance with the following: OSHA 1926 Subpart P – Excavations
VHA Master Specifications, Section 01 35 26 - Safety Requirements, 1.18 Excavation and Trenches Contractors Site Safety Plan
| Project: |
| Project Number: |
| Requested by: |
| CORCOS: |
| Work to be done Attach a detailed sketch or drawing showing location dimensions of work to be completed grading plans for cutandfill work adjacent buildings roads parking lots utilities: |
| Nearest Building andor Structure: |
| Length Width and Depth Maximum Dimensions feet: |
| Solid Rock Type A Type B Type C: |
| Solid Rock Type A Type B Type C_2: |
| Solid Rock Type A Type B Type C_3: |
| Solid Rock Type A Type B Type C_4: |
| Please indication the protective system to be used slopingbenching shoring shielding Note When soil classification is identified as Type A or Solid Rock only shoring or shielding or Professional Engineer designed systems can be used for protection A SlopingBenching system may only be used when classifying the soil as Type B or Type C Refer to Appendix B of 29 CFR 1926 Subpart P for further information on protective systems designs: |
| Where workers enter an excavation greater than 5 feet in depth are protective systems designed in accordance with 29 CFR 1926 Subpart P Appendices B to E or designed by Professional Engineer OSHA 29 CFR 1926652a Note excavations in excess of 20 feet in depth must be designed by PE and sloping or benching systems cannot have an angle of repose steeper than 1 to 1 45 degrees as provided above: |
| Site has been properly backfilled: |
| Excess soil has been removed: |
| All safety and environmental concerns have been mitigated: |
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