Attachment J.3 -API Post Repair-FAC A6624-FY19.pdf
PDF 5 MB Posted
- Attached to
- SP-POL-CMP-INSPECT-FY24-CMB Federal contract opportunity
- Solicitation number
- W9128F24Q0017
About this file
This document is an API 653 repair inspection report for storage tank A6624 at Fort Campbell, Kentucky. The report details 23 repairs and maintenance items completed on the tank, including replacing the tank data plate, containment area sealant, containment drain valve, water draw-off system, level alarm systems, tank coatings, pipeline coatings, roof vents, internal access ladder, and low suction line. Engineering drawings of the tank bottom and critical zone are included in Appendix A, which show no areas of product-side or soil-side corrosion. The next inspection intervals recommended are in five years for an in-service inspection, 13 years for an in-service inspection with ultrasonic thickness measurements, and 20 years for an out-of-service inspection.
The related federal contract opportunity is solicitation number W9128F24Q0017 for SP-POL-CMP-INSPECT-FY24-CMB issued by the Department of the Army Corps of Engineers Engineering District Omaha.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment A - General Installation Security Requirements.docx | DOCX document | |
| Attachment J.1 - FAC 7205 API 653 OOS Insp FY17.pdf | ||
| Attachment D - Monthly Contractors Progress Management and Status Report.xlsx | XLSX spreadsheet | |
| Attachment I - API External Inspection Report Template.docx | DOCX document | |
| Attachment J.2 - API Post Repair-CMB-FAC 7205-FY19.pdf | ||
| Attachment J.4 - FAC A6624 API 653 OOS Insp FY17.pdf | ||
| W9128F24Q0017 Solicitation.pdf | ||
| Attachment B - Ft. Campbell Tank Info.xlsx | XLSX spreadsheet | |
| Attachment C - Tank Data Sheet.xlsx | XLSX spreadsheet |
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Text version
US Army Corps of Engineers Omaha District
API 653 Repair Inspection Report ‐ Final
Fort Campbell Facility Number 6624 (Sabre)
Tank Number A6624
US Army Corps of Engineers Center of Expertise for Petroleum, Oils and Lubricants
(USACE POL‐MCX)
20 September 2019
API 653 Repair Inspection Tank A6624 Fort Campbell, KY
Table of Contents
ACRONYMS AND ABBREVIATIONS
SUITABILITY FOR SERVICE MEMORANDUM
GENERAL TANK INFORMATION
TANK REPAIRS
1. Tank Data Plate
2. Containment Area Sealant
3. Containment Drain Valve
4. Tank Grounding
5. Water Draw-off System
6. Tank Stairs
7. Internal Steel Plates
8. Shell Manway
9. Mechanical Tape Gauge
10. Tank Roof Guardrail
11. Floating Roof
12. Level Alarm System
13. Carbon Steel Hardware
14. Tank Coatings
15. Pipeline Coatings
16. Roof Vents
17. Internal Access Ladder
18. Repad Tell-Tale Holes
19. Roof Manway
20. Stilling Wells
21. Thermal Relief Systems
22. Tank Internal Piping
23. Low Suction Line
APPENDIX A: ENGINEERING DRAWINGS
Bottom Thickness
Bottom Critical Zone Thickness
ACRONYMS AND ABBREVIATIONS
API
ASME
ASNT
ATG
American Petroleum Institute
American Society of Mechanical Engineers
American Society of Non-Destructive Testing
Automatic Tank Gauge
BBL Barrel
CFR Code of Federal Regulations
CP Cathodic Protection
DFT Dry Film Thickness
HLA High Level Alarm
HLCS High Level Control Shutoff
HHLA High-High Level Alarm
LLA Low Level Alarm
LLLA Low-Low Level Alarm
MFL Magnetic Flux Leakage
MT Magnetic Particle Testing
NACE National Association of Corrosion Engineers
NDT Non-Destructive Testing
NFPA National Fire Protection Association
PSI Pounds per Square Inch
PT Penetrant Testing
P/V Pressure/Vacuum
RP Recommended Practice
PST Product Saver Tank
RT Radiography Testing
TML Thickness Measurement Location
TRV Thermal Relief Valve
UFC Unified Facilities Criteria
UFGS Unified Facilities Guide Specifications
ULS Ultra-Low Sulfur
UT Ultrasonic Testing
VT Visual Testing
SUITABILITY FOR SERVICE
MEMORANDUM
STORAGE TANK NO. A6624
Out-of-Service API 653 Tank Inspection and Repair
Contract No. W9128F-16-D-0028 Fort Campbell, KY
Tank A6624 was inspected 20 September 2019. The API 653 Repair Inspection was performed by Darrin Laughlin. This tank report is an Appendix to the original API 653 tank report.
On this date 20 September 2019, the tank is in suitable condition for return to service.
Mandatory Repairs
No mandatory repairs were required.
Other Repairs and Maintenance
1. Provide Tank Data Plate
2. Containment area sealant repaired/replaced
3. Replace containment drain valve
4. Repair Tank Grounding
5. Replace water draw-off system
6. Repair tank Stairs
7. Removed internal unused steel plates
8. Repair shell manway
9. Repair mechanical Tape gauge
10. Repair tank roof guard rail
11. Repair floating roof
12. Replace level alarms
13. Replace carbon steel hardware
14. Replace tank coating
15. Repair pipeline coatings
16. Replace roof vents
17. Provide internal access ladder
18. Repair repad tale-tell hole
19. Remove roof manway
20. Repair stilling wells
21. Provide thermal relief systems
22. Repair tank internal piping
23. Replace low suction line
Inspection Intervals
The next In-Service Inspection should occur in 5 years (September 2024) and the next In-Service Inspection with UT thickness measurements should occur in 13 years (June 2032) in accordance with API 653.
The next Out-of-Service inspection should occur in 20 years (September 2029).
This storage tank suitability for service evaluation has been completed in accordance with the requirements of API Standard 653, 5th Edition, Addendum 1, April 2018.
Prepared by:
Darrin A Laughlin US Tank Inspection Manager AmSpec API 653 Certified Inspector No. 29230
GENERAL TANK INFORMATION
ITEM DESCRIPTION
Owner Fort Campbell Location Sabre Facility Number A6624 Tank Number 6624 / Sabre State / Country Tennessee, USA City Clarksville Inspection Date 9/20/19 Tank Manufacturer Adamson Construction Company Design Standard API 650 Date of Construction 1975 Tank Contents Jet A / F-24 Tank Diameter 30 Feet Shell Height 24 Feet Product Height 21 Feet 3 Inches Tank Capacity 126,000 Gallons / 3,000 Barrels Foundation Concrete Ringwall
Construction
Bottom Lap-Welded Shell Butt-Welded Floating Roof Petrex Aluminum Honeycomb Fixed Roof Lap-Welded
Material
Bottom Assumed A283-C Shell Assumed A283-C Floating Roof Aluminum Fixed Roof Assumed A283-C
Cathodic Protection Impressed Current Interior Coating System Thin Film Epoxy Exterior Coating System Thin Film Epoxy
Level Gauging Varec 2500 Tape Gauge Overfill Protection High, High-High Level Alarms and High Level Control Valve Piping Receipt 8” Carbon Steel
Issue 6” Carbon Steel Low Suction 6” Carbon Steel Water Draw-Off 2” Carbon Steel
Level Alarms Low-Low Level Alarm: 2’-11.25” Low Level Alarm: 3’-6.75” High Level Alarm: 20’-10” High-High Level Alarm: 21’-7”
Type of Internal Floating Roof Petrex Aluminum Honeycomb
TANK REPAIRS
1. Tank Data Plate
OBSERVATION: LEGIBLE TANK DATA PLATE WAS INSTALLED.
2. Containment Area Sealant
OBSERVATION: SEALANT INSTALLED AROUND TANK BOTTOM CIRCUMFERENCE AND SUCTION LINE
3. Containment Drain Valve
OBSERVATION: REPLACED VALVE WITH ECCENTRIC PLUGVALVE
4. Tank Grounding
OBSERVATION: EXOTHERMICALLY WELDED CONNECTIONS WERE ADDED TO THE GROUND LUGS
5. Water Draw-off System
OBSERVATION: NEW STAINLESS-STEEL WATER DRAW-OFF SYSTEM INSTALLED
6. Tank Stairs
OBSERVATION: STAIR TREADS AND HANDRAILS WERE REPLACED AND STAIRS WERE WIDENED
7. Internal Steel Plates
OBSERVATION: UNUSED REINFORCEMENT PLATES AND GLUED DOWN STRIKER PLATES WERE REMOVED
8. Shell Manway
OBSERVATION: DAVIT ARM WAS INSTALLED TO MANWAY
9. Mechanical Tape Gauge
OBSERVATION: FLOATING ROOF CONNECTION REWORKED
10. Tank Roof Guardrail
OBSERVATION: NEW PERIMETER GUARD RAIL INSTALLED
11. Floating Roof
OBSERVATION: DOUBLE WIPER SEALS INSTALLED
12. Level Alarm System
OBSERVATION: NEW INDEPENDENT ALARM SYSTEMS INSTALLED
13. Carbon Steel Hardware
OBSERVATION: STAINLESS STEEL BOLTS, NUTS, AND WASHERS INSTALLED IN MANWAY AND ROOF
NOZZLES.
14. Tank Coatings
OBSERVATION: NEW EXTERIOR AND INTERIOR COATINGS WERE APPLIED
15. Pipeline Coatings
OBSERVATION NEW COATINGS APPLIED TO PIPING
16. Roof Vents
OBSERVATION: NEW CENTER VENT BIRD SCREEN INSTALLED
17. Internal Access Ladder
OBSERVATION: INTERNAL ACCESS LADDER AND LADDER ACCESS ROOF HATCH INSTALLED
18. Repad Tell-Tale Holes
OBSERVATION: COATING REMOVED FROM PLUGGED TELL-TALE HOLES
19. Roof Manway
OBSERVATION: 20” ROOF MANWAY WAS REMOVED
20. Stilling Wells
OBSERVATION: STILLING WELLS REWORKED AND RELOCATED
21. Thermal Relief Systems
OBSERVATION: NEW THERMAL RELIEF PIPING SYSTEM INSTALLED
22. Tank Internal Piping
OBSERVATION: INTERNAL ISSUE AND RECEIPT PIPING MODIFIED TO MEET API AND DOD STANDARD
DESIGNS.
23. Low Suction Line
OBSERVATION: EXISTING SHELL PENETRATION, VALVE, INTERNAL PIPING, AND LOW SUCTION SUPPORTS
REMOVED.
APPENDIX A: ENGINEERING DRAWINGS
Bottom Thickness The tank bottom is constructed of 9, 1/4”-thick, carbon steel plates, assumed to be A283-C. An MFL scan on the tank bottom revealed no areas of product-side or soil-side corrosion.
Bottom Critical Zone Thickness An MFL scan performed in the critical zone revealed no areas of product-side or soil-side corrosion.
| Cover |
| W9128F-14-R-0048-RFP-63-API-653-Tank-Repairs-and-Coatings-Fort-Campbell |
| Sabre Tank-Fort-Campbell |
| ACRONYMS AND ABBREVIATIONS |
| GENERAL TANK INFORMATION |
| TANK REPAIRS |
| 1. Tank Data Plate |
| 2. Containment Area Sealant |
| 3. Containment Drain Valve |
| 4. Tank Grounding |
| 5. Water Draw-off System |
| 6. Tank Stairs |
| 7. Internal Steel Plates |
| 8. Shell Manway |
| 9. Mechanical Tape Gauge |
| 10. Tank Roof Guardrail |
| 11. Floating Roof |
| 12. Level Alarm System |
| 13. Carbon Steel Hardware |
| 14. Tank Coatings |
| 15. Pipeline Coatings |
| 16. Roof Vents |
| 17. Internal Access Ladder |
| 18. Repad Tell-Tale Holes |
| 19. Roof Manway |
| 20. Stilling Wells |
| 21. Thermal Relief Systems |
| 22. Tank Internal Piping |
| 23. Low Suction Line |
| APPENDIX A: ENGINEERING DRAWINGS |
| Bottom Thickness |
| Bottom Critical Zone Thickness |
| Drawing1 Layout1 (1) |
| Drawing1 Layout2 (1) |
| Drawing1 Layout3 (1) |
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