ATTACHMENT 2HARRY CLAIBORNE (WLM 175) DD FQ3 RJS 26R0.pdf
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About this file
This is a specification document for drydock repairs to the USCGC HARRY CLAIBORNE (WLM-561), a 175-foot Coast Guard buoy tender. The specification outlines 70 work items required during a fiscal year 2026 drydock availability scheduled from May 5, 2026 to August 3, 2026. The vessel is a steel-hulled buoy tender with twin Caterpillar diesel engines and Z-Drive propulsion systems, displacing 855 long tons at full load.
The work items encompass comprehensive maintenance and repairs across hull structure, mechanical systems, and vessel equipment. Major categories include: hull plating inspection and ultrasonic testing (500 measurement points), underwater body preservation with selective coating renewal, tank cleaning and inspection (potable water, ballast, sewage, grey water, and dirty oil tanks), mechanical equipment overhaul (anchor windlass, hydraulic winches, propulsion units, davits), sea water cooling system maintenance, cathodic protection anode renewal, and drydocking services. Critical inspection items requiring completion within the first 25 percent of the contract period include ultrasonic testing, tank inspections, leak testing of appendages, and inspection of hydraulic and anchor handling equipment. The specification references Surface Forces Logistics Center (SFLC) standard specifications for welding, preservation, fire prevention, and environmental protection requirements. Government-furnished property includes two Z-drive propulsion units (valued at $500,250 each), hydraulic components, winch assemblies, and Doppler speed log upgrade components totaling approximately $1.5 million in equipment. All work must comply with occupational safety standards for shipyard employment (29 CFR 1915), environmental protection regulations, NACE coating inspection standards, and Coast Guard fire prevention protocols.
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Other files
| File | Type | Posted |
|---|---|---|
| HARRY CLAIRBORNE AMEND 002.docx | DOCX document | |
| AMEND 00002 HARRY CLAIRBORNE.doc | DOC document | |
| HARRY CLAIBORNE (WLM 175) DD FQ3 RJS 26R1.pdf | ||
| AMEND 00001 HARRY CLAIRBORNE.doc | DOC document | |
| ATTACHMENT 1- HARRY CLAIBORNE (WLM 175) PRICING SHEET.pdf | ||
| Attachment 4- Request for Clarifications.docx | DOCX document | |
| Attachment 3- Past Performance Information Form.doc | DOC document | |
| HARRY CLAIBORNE DDFY26 SOLICITATION.docx | DOCX document |
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Text version
USCGC HARRY CLAIBORNE (WLM 561)
SPECIFICATION FOR DRYDOCK REPAIRS
FY2026
Developed By: Robert J Stankovich
(Rev-0, 7 October 2025)
USCGC HARRY CLAIBORNE (WLM-175) DRYDOCK AVAILABILITY FY2026
ii (Rev-0)
TABLE OF CONTENTS
Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ............................................................................... xii Consolidated List of Critical Inspection Items ............................................................................................ xv Principal Characteristics - TENDER .......................................................................................................... xvi General Requirements WORK ITEM 1: Fire Prevention Requirements TYPE WORK ITEM 2: Hull Plating, U/W Body, Inspect WORK ITEM 3: Hull Plating, U/W Body, Ultrasonic Testing WORK ITEM 4: U/W Body, Preserve, Partial, Condition A WORK ITEM 5: U/W Body, Preserve, Partial, Condition B WORK ITEM 6: U/W Body, Preserve, Partial, Condition C WORK ITEM 7: Hull Plating Freeboard, Preserve, Partial WORK ITEM 8: Appendages, U/W, Leak Test WORK ITEM 9: Appendages, U/W, Internal, Preserve WORK ITEM 10: Tanks, Potable Water, Clean and Inspect WORK ITEM 11: Tanks, Ballast, Clean and Inspect WORK ITEM 12: Voids, Accessible, Clean and Inspect WORK ITEM 13: Tanks, Dirty Oil and Waste, Clean and Inspect WORK ITEM 14: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 15: Z-Drive Input Drive Shaft, Bearings Inspect WORK ITEM 16: Z-Drive Propulsion Unit, Renew, Drydock WORK ITEM 17: Z-Drive Coolers, Clean and Inspect WORK ITEM 18: Vent Ducts, All Other, Commercial Cleaning WORK ITEM 19: Sea Valves and Waster Pieces, Overhaul Or Renew WORK ITEM 20: Sea Strainers, Duplex, All Sizes, Overhaul WORK ITEM 21: Sea Strainers, Simplex, All Sizes, Clean and Inspect WORK ITEM 22: Sea Bay, Preserve - Partial WORK ITEM 23: Sea Bay, Clean and Inspect WORK ITEM 24: Sea Bay, Preserve 100% WORK ITEM 25: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 26: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test WORK ITEM 27: Hydraulic Crossdeck Winches, Inspect And Service WORK ITEM 28: Hydraulic Inhaul Winch, Inspect And Service WORK ITEM 29: Anchor Windlass, Inspect And Service WORK ITEM 30: Anchor Chains and Ground Tackle, Inspect and Repair WORK ITEM 31: Anchors, Preserve WORK ITEM 32: Hawse Pipes, Preserve WORK ITEM 33: Warping Capstan (Aft), Inspect and Service WORK ITEM 34: Single Point Davit, Disassemble and Inspect WORK ITEM 35: Buoy Crane Components, Preserve WORK ITEM 36: Buoy Crane, Inspect and Test WORK ITEM 37: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 38: Sewage Holding Tanks, Clean and Inspect WORK ITEM 39: Grey Water Piping, Clean and Flush WORK ITEM 40: Sewage Piping, Clean and Flush WORK ITEM 41: Tanks, Grey Water Holding, Preserve, Partial WORK ITEM 42: Tanks (Sewage Holding), Preserve, 100 percent iii (Rev-0)
WORK ITEM 43: Tanks (Sewage Holding), Preserve, Partial WORK ITEM 44: Tanks, Ballast, Preserve, Partial WORK ITEM 45: Tanks, Dirty Oil and Waste, Preserve, Partial, WORK ITEM 46: Tanks, Grey Water Holding, Preserve, 100 Percent WORK ITEM 47: Accessible Void(s), Preserve, Partial, WORK ITEM 48: Tanks, Potable Water Preserve, 100 Percent WORK ITEM 49: Tanks, Potable Water, Preserve, Partial, WORK ITEM 50: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 51: Superstructure, Preserve, Partial WORK ITEM 52: Cathodic Protection, Zinc Anodes, Renew, WORK ITEM 53: Drydock WORK ITEM 54: Temporary Services, Provide - Cutter WORK ITEM 55: Sea Trial Performance, Support, Provide WORK ITEM 56: Main Mast, Preserve - Partial WORK ITEM 57: Bilges, Machinery Space, Clean and Inspect WORK ITEM 58: Bilges, Preserve, Partial WORK ITEM 59: Port Aft Hatch, Renew WORK ITEM 60: 3rd Platform Deck Inspect and Repair WORK ITEM 61: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 62: Line Locker Repair WORK ITEM 63: Galley Deck Inspect and Repair WORK ITEM 64: Starboard Aft Scuttle, Renew WORK ITEM 65: Vent Spaces, Deck, Preserve WORK ITEM 66: Vent Space (01-50-0-Q), Deck, Preserve WORK ITEM 67: Drop Ceiling Tiles and Framing, Renew WORK ITEM 68: Tenting, Provide WORK ITEM 69: Independent NACE Inspector (Level 3), Provide WORK ITEM 70: Doppler Speed Log, Upgrade iv (Rev-0)
REVISIONS RECORD
This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.
DATE REV# WORK
ITEM#
CHANGES MADE
NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.
v (Rev-0)
CONSOLIDATED LIST OF REFERENCES
The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.
All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.
COAST GUARD DRAWINGS
Coast Guard Drawing 175 WLM 170-1, Rev H; Mast Arrangement & Details
Coast Guard Drawing 175 WLM 114-001, Rev D, Shell Appendages
Coast Guard Drawing 175 WLM 130-001, Rev -, Mods to Buoy Deck Incidental to Hawser Pipe Cover
Coast Guard Drawing 175 WLM 130-001, Rev -Mods to Buoy Deck Incidental to Hawser Pipe Cover
Coast Guard Drawing 175 WLM 180-011, Rev F, Sheet 5 Bow Thruster Foundation
Coast Guard Drawing 175 WLM 184-001, Rev A, V850 Transducer Adaptor Ring
Coast Guard Drawing 175 WLM 184-001, V850 Transducer Adaptor Ring
Coast Guard Drawing 175 WLM 243-001, Rev -, Propulsion Shafting Arrangement
Coast Guard Drawing 175 WLM 243-002, Rev F, Propulsion Shafting Arrangement
Coast Guard Drawing 175 WLM 245-001, Rev A, Propeller
Coast Guard Drawing 175 WLM 245-002, Rev A, Z-drive Propeller Details, Modified Design
Coast Guard Drawing 175 WLM 256-001, Rev J, Sea Water Cooling System Diagram
Coast Guard Drawing 175 WLM 256-004, Rev J, Sea Water Cooling System Arrangements and Details
Coast Guard Drawing 175 WLM 256-004, Rev J, Sheets 5 and 13, Seawater Cooling System A & D, Hull
Blocks 940-970
Coast Guard Drawing 175 WLM 256-013, Rev A, Sea Bay Thermometer Installation
Coast Guard Drawing 175 WLM 505-003, Rev B, Sea Connection Arrangements
Coast Guard Drawing 175 WLM 506-001, Rev G, Overflows, Air Escapes & Sounding Tubes Diagram
Coast Guard Drawing 175 WLM 512-001, Rev E, HVAC Diagram
Coast Guard Drawing 175 WLM 533-001, Rev G, Potable Water System Diagram
Coast Guard Drawing 175 WLM 533-006, Rev D, Independent Tank Potable Water Hb 950
Coast Guard Drawing 175 WLM 549-001, Rev E, Onboard Lubrication Requirements
Coast Guard Drawing 175 WLM 549-1, Rev E, Onboard Lubrication Requirements
Coast Guard Drawing 175 WLM 561-001, Rev J, Z-drive Hydraulic System Diagram
Coast Guard Drawing 175 WLM 573-001, Rev T, Buoy Deck Arrangement
Coast Guard Drawing 175 WLM 573-001, Rev T; Buoy Deck Arrangement
Coast Guard Drawing 175 WLM 573-8, Rev D, ATON Tie Downs
Coast Guard Drawing 175 WLM 581-001, Rev F, Anchor Handling System Arrangement
Coast Guard Drawing 175 WLM 581-001, Rev F, Anchor Handling System vi (Rev-0)
Coast Guard Drawing 175 WLM 593-001, Rev G, Sewage & Waste Water System Diagram
Coast Guard Drawing 175 WLM 593-001, Rev G, Sewage and Waste Water System Diagram
Coast Guard Drawing 175 WLM 593-009, Rev E, Independent Tanks, Sewage Holding Tank
Coast Guard Drawing 175 WLM 601-001, Rev L, General Arrangement and Inboard and Outboard
Profiles
Coast Guard Drawing 175 WLM 601-001, Rev R; General Arrangement Inboard and Outboard Profiles
Coast Guard Drawing 175 WLM 601-002, Rev H, Booklet of General Drawings (IDA LEWIS)
Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet of General Drawings (552-564)
Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet of General Plans
Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet of General Plans
Coast Guard Drawing 175 WLM 601-003, Rev F, Booklet Of General Plans
Coast Guard Drawing 175 WLM 601-003, Rev L; Booklet Of General Drawings 552-564
Coast Guard Drawing 175 WLM 601-1, Rev N, Arrangement, Inboard And Outboard Profiles
Coast Guard Drawing 175 WLM 633-001, Rev D, Cathodic Protection
Coast Guard Drawing 175 WLM 635-001, Rev F, Hull Thermal and Acoustic Insulation Schedule
Coast Guard Drawing 175 WLM 635-001, Rev F, Hull, Thermal, & Acoustic Insulation Schedule
Coast Guard Drawing 175 WLM 801-001, Rev A, Hull Lines
Coast Guard Drawing 175 WLM 801-003, Rev A, Curves of Form
Coast Guard Drawing 175 WLM 801-006, Rev H, Docking Plan
Coast Guard Drawing 175 WLM 801-006, Rev J, Docking Drawing
Coast Guard Drawing 175 WLM 801-006, Rev J, Docking Plan
Coast Guard Drawing 175 WLM 801-015, Rev C, Scantlings, Decks & Platforms
Coast Guard Drawing 175 WLM 801-019, Rev C, Shell Expansion
Coast Guard Drawing 175 WLM 920-001, Rev K, Hull Block 920 Panels
Coast Guard Drawing 175 WLM 940-001, Rev J, Hull Block 940 Panels
Coast Guard Drawing 175 WLM 940-002, Rev K, Hull Block 940 Modules
Coast Guard Drawing 175 WLM 940-004, Rev J, Hull Block 940 - Transverse Frames & BHD
Coast Guard Drawing 175 WLM-528-001, Rev E, Plumbing and Interior Deck Drains Diagram
Coast Guard Drawing 175-WLB-167-001, Rev L, Structural Closures
Coast Guard Drawing 175-WLM 256-5, Rev -, Z-Drive Lube Oil Heat Exchanger Tube Bundle
Replcmnt & Piping Mods
Coast Guard Drawing 175-WLM 256-001, Rev H, Seawater Cooling System Diagram
Coast Guard Drawing 175-WLM 256-001, Rev J, Seawater Cooling System Diagram
Coast Guard Drawing 175-WLM 256-003, Rev A, Seawater Cooling System, Fr 61 Fwd Blocks 910, 920, Coast Guard Drawing 175-WLM 256-003, Rev D, Seawater Cooling System, Fr 61 Fwd Blocks 910, 920, Coast Guard Drawing 175-WLM 256-004, Rev J, Seawater Cooling System A & D, Hull Blks 940-970
Coast Guard Drawing 175-WLM 256-012, Rev B, ASW System Piping Modifications
Coast Guard Drawing 175-WLM 516-004, Rev A, HVAC Refrigeration System Piping Arrangement &
Details
Coast Guard Drawing 175-WLM 549-001, Rev E, Onboard Lubrication Requirements vii (Rev-0)
Coast Guard Drawing 175-WLM 551-5, Rev E, Compressed Air System a/D Hull Block 940, 950
Coast Guard Drawing 175-WLM 573-001, Rev R, Buoy Deck Arrangement
Coast Guard Drawing 175-WLM 601-001, Rev T, General Arrangement Inboard and Outboard Profiles
Coast Guard Drawing 175-WLM 601-01, Rev N, Gen Arr, Inbd and Outbd Profiles
Coast Guard Drawing 175-WLM 601-01, Rev N, General Arr, Inboard and Outboard Profiles
Coast Guard Drawing 175-WLM 622-02, Rev F, Floor Plates & Gratings Outside Mach Spaces
Coast Guard Drawing 175-WLM 631-02, Rev E, Painting Schedule
Coast Guard Drawing 175-WLM 634-01, Rev G, Deck Covering Schedule
Coast Guard Drawing 175-WLM 801-15, Rev C, Scantlings, Decks & Platforms
Coast Guard Drawing 175-WLM 801-15, Rev C, Scantlings, Decks & Platforms
Coast Guard Drawing 175-WLM 801-19, Rev C, Shell Expansion
Coast Guard Drawing 175-WLM 901-02, Rev F, Hull Block 901 Modules
Coast Guard Drawing 175-WLM 901-03, Rev -, Hull Block 901 Assembly
Coast Guard Drawing 175-WLM-637-001, Rev H, Joiner, Sheathing,& Ceilings Arrangement & Details
Coast Guard Drawing 175-WLM-901-04, Rev E, Hull Block 901 - Transverse Frames & Bhd
Coast Guard Drawing 225B WLB 601-002 Rev K, Booklet of General Drawings
Coast Guard Drawing 225B-WLB 601-001, Rev P, General Arrangements Inboard and Outboard Profiles
Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1
Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem
Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors
Manual
Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch
Coast Guard Technical Publication (TP) 3605B, SWBS 86; Section B; Machinery Plant Control &
Monitor System (MPCMS) Z-Drive Direction Indicator System Technical Manual
Coast Guard Technical Publication (TP) 3610, Section 167-A, Nov 2005, Hydraulic Cargo Hatch - Model
No. D-WK-787
Coast Guard Technical Publication (TP) 3626, Manufacturers Instruction Book-SWBS Group(s) 516-533, SWBS 516, Section B, Pump, AC Heat
Coast Guard Technical Publication (TP) 3630, Section 573-A, Mar 2014, Manufacturer's Instruction
Book-SWBS Group 573, Buoy Crane
Coast Guard Technical Publication (TP) 3631, Mar 2007, Manufacturer’s Instruction Book-SWBS
Group(s) 573-581, Section B, Cross Deck Winch – Appleton Marine Model BMD-463
Coast Guard Technical Publication (TP) 3631, Section 581-A, Sep 2013, Manufacturer's Instruction
Book-SWBS Groups 573-581, Anchor Windlass
Coast Guard Technical Publication (TP) 3632, March 2014, Chapter 583, Section C, Technical Manual for Slewing Arm Davit Model D6000CT
Coast Guard Technical Publication (TP) 3632, Section 582-A, March 2014, Manufacturer's Instruction
Book-SWBS Groups 582-583, Aft Capstan
Coast Guard Technical Publication (TP) 3653, Jul 2013; SWBS 245, Section A; Z-drive - Model 1350-H
Coast Guard Technical Publication (TP) 3653, Jul 2013; SWBS 245, Section A; Z-DRIVE - MODEL
1350-H viii (Rev-0)
Fire Prevention and Response
Naval Engineering Directive (NED) 5890-02, June 2010, Inspection and Test Procedure for Buoy Crane
Model SB230-42 Onboard WLM 551-564
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General
Requirements
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Requirements for Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and
Allied Processes
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and
Allied Processes.
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC
Electrical Motors
Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2022, Shipboard
Electrical Cable Removal, Relocation, Splice, Repair, And Installation
Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary
Machine Systems
Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2022, Clean
Shipboard Ventilation Systems
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire
Prevention and Response
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures
Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2022, Install New
Deck Covering Systems
Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2022, Drydocking
Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2022, Temporary
Services
Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary
Hull Accesses
OTHER REFERENCES
American Bureau of Shipping (ABS) Approved Chain, Accessory and Bar Manufacturing Facilities List, Oct 2016
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities
American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities ix (Rev-0)
American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System
Components - Health Effects
American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System
Components - Health Effects
American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and
Welding End
APM: If work is being done in DD, no cofferdam is needed; delete cofferdam protective measures paragraph 3.1.3 and above NAVSEA ref. Above NAVSEA ref is accessible on-line
ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets
ASTM International (ASTM) D3359, 2009, Standard Test Methods for Measuring Adhesion by Tape
Test
ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means
ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component
Adhesives (AN)
ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component
Adhesives (AN)
ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates
Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual
Code of Federal Regulations (CFR) Title 29, Part 1910, Occupational Safety and Health Standards
Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for
Shipyard Employment
Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for
Shipyard Employment
Code of Federal Regulations (CFR) Title 40, Protection of the Environment
Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-
Petrolatum
Commercial Item Description (CID) A-A-59588, Jul 2005, Rubber Silicone
Federal Specification (Fed Spec) RR-C-271, Rev E, Dec 2010, Chain and Attachments, Welded and
Weldless
Federal Specification (Fed Spec) RR-C-271, Rev E, Mar 2016, Chains and Attachments, Carbon and
Alloy Steel
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Steel Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves
Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service
Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves
MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418)
MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning
MIL-C-24633, Oct 2014, Chain, Stud Link, Anchor, Low Alloy Steel, Flash Butt Welded x (Rev-0)
MIL-DTL-23549, Sep 2016, Grease, General Purpose
MIL-F-24402, May 1995, Filters (Hydraulic), Filter Elements (High Efficiency), and Filter Differential
Pressure Indicators, General Specification
MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold-Application
MIL-PRF-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric)
MIL-PRF-24647, 2013, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull
MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant
Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-
PRO-160, Nov 2011, Chapter 16, Cofferdams
Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-
PRO-160, Nov 2011, Chapter 16, Cofferdams
NAVSEA Drawing 803-1401892, Rev J, Scuttle, WT, Raised, Quick Acting, 21” Dia
NAVSEA Drawing 805-1624092, Rev E, Hatch W.T. Raised Individually Dogged, 30”x30” with Scuttle, 30 PSI Arrangement
NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for
Fabrication, Welding, and Inspection of Submarine Structure
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and
Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183B, 2019, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets
Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2020 Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric
Society of Automotive Engineers (SAE) AMS-G-6032, August 2012, Grease, Plug Valve, Gasoline and
Oil Resistant, NATO Code Number G-363, Metric
The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2016, Solvent Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), Solvent
Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), Power Tool Cleaning to Bare Metal xi (Rev-0)
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning
The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), Power
Tool Cleaning)
The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements
The Society for Protective Coatings (SSPC), Paint Application Specification No. 2 (PA-2), Procedure for
Determining Conformance to Dry Coating Thickness Requirements
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Metal Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 6/NACE No. 3, 2007, Commercial Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP 7/NACE No.4, 2007, Brush-Off Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough
Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP WJ-2/NACE WJ-2, 2017, Waterjet Cleaning of Metals – Very Thorough
Cleaning
The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation
Standard SSPC-SP WJ-4/NACE WJ-4, 2012, Waterjet Cleaning of Metals – Light Cleaning
The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No. 2, 2004, Near-White Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation
Standard SSPC-SP 10/NACE No. 2, 2007, Near-White Blast Cleaning
The Society for Protective Coatings (SSPC)/NACE-International (NACE) Joint Surface Preparation
Standard SSPC-SP 12/NACE No. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of
Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating
The Society for Protective Coatings SSPC-SP 10/NACE No.2, Near-White Blast Cleaning xii (Rev-0)
CONSOLIDATED LIST OF GOVERNMENT-FURNISHED PROPERTY
The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.
WORK
ITEM
MTI ITEM DESCRIPTION NSN/PN QTY ESTIMATED
COST
($/UNIT)
16 Y Starboard Z-drive
(CCW rotation)
NSN: 2010-21-920-0919 1 ea. 500,250.00
16 Y Port Z-drive (CW rotation)
NSN: 2010-21-920-0899 1 ea. 500,250.00
16 Y Z Drive Alignment
Tool
NSN: 5220-01-F16-4720 1 ea. 3600.00
16 N Thrustmasters
Technical
Representative
N/A N/A N/A
27 N Hydraulic Brake
Assembly
NSN: 2530-01-550-7474 4 ea. 460.69
27 Y Winch Gear Box
Assembly
NSN: 3010-01-F16-4570 PN:
SK9052AZ-SAEB-31.4-H1
(Nord Gear Corp) or YMD-
7914 (Appleton Marine Inc)
4 ea. 7,060.09
27 N Hydraulic Motor NSN: 4320-01-470-8467 4 ea. 478.90
27 N Wire Rope NSN: 4010-01-620-9604 4 ea. 577.95
27 N Counter Balance Valve NSN: 4820-01-324-4269 8 ea. 107.50
27 N Shuttle Valve NSN: 4820-01-317-2748 8 ea. 34.78
27 N Needle Valve NSN: 4820-01-329-0051 4 ea. 38.00
27 N **Directional Control
Valve
NSN: 4810-01-543-3252 4 ea. 4,959.95
27 N Electrical Connector, Hirshmann
NSN: 5935-01-640-6747 8 ea. 32.00
28 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00
28 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25
28 N Level wind pivot bushing
NSN: 3120-01-621-2293 1 ea. 1,139.00
28 N Level wind thrust bearing
NSN: 3120-01-621-2300 2 ea. 483.30
28 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29
28 N Rexroth Sandwich
Flow Control
NSN: 4810-01-505-9289 1 ea. 250.00
28 N Sun Sandwich Relief
Valves
NSN: 4820-01-439-2451 2 ea. 900.00
28 Y Level Wind Hydraulic
Cylinder
NSN: 3040-01-441-3721 1 ea. 7,423.00
28 N 3:1 Pilot Ratio, Vented
Counterbalance Valve
Assembly
NSN: 4820-01-563-5841 1 ea 98.70
28 N Fully Adjustable NSN: 4820-01-416-0579 1 ea 48.75 xiii (Rev-0)
Needle Valve
28 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00
28 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23,998
28 N **Pump, Hydraulic
Ram, Hand Driven
NSN: 4320-01-286-4065 1 ea. 419.77
28 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00
28 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00
29 N Anchor Windlass
Overhaul kit
NSN: 5430-01-546-4684 1 ea. 9,677.05
29 N Ball Valve NSN: 4820-01-013-3430 1 ea. 38.55
29 N Valve, Counterbalance NSN: 4820-01-F16-4571 PN:
CBEH-LKN-BCL Sun
Hydraulics Corp
1 ea. 202.85
29 Y ** Motor, Hydraulic NSN: 4320-01-419-3520 1 ea. 2,577.98
29 N ** Valve, Linear, Directional Control
NSN: 4810-01-511-3173 1 ea. 2,343.85
29 Y Hydraulic Brake NSN: 2530-01-F14-4033 P/N:
90B3C4G087
1 ea 1,189.44
34 N Swing Brake Seal Kit NSN: 2030-01-351-2820 2 ea 138.80
34 N Swing Brake Disc &
Bearing Kit
NSN: 2030-01-349-9486 2 ea 937.70
34 N Wire Rope Assembly, Single Leg
NSN: 4010-01-602-8365 1 ea. 234.00
34 Y **Winch Assembly NSN: 2030-01-505-1581 1 ea. 17,454.50
53 Y *Transducer Cover
Plate
N/A 2 ea. 50.00
59 N 30― x 30― Raised
Watertight Hatch, 12― raised coaming, 10 dogs, w/ installed
21― Quick Acting
Watertight Scuttle
1 ea. $3500
64 N Raised Watertight
Quick Acting Scuttle, 21― Diameter, 12― raised coaming
Juniper Industries JE31892-
SRQ-B
1 ea. $4900
70 N Main Display Unit
NSN: 7025-01-678-5218 PN:
DS600
1 ea $2,525.00
70 N Electronics
Distribution Unit NSN: 5895-01-678-5147 PN:
DS610
1 ea $6,670.00
70 N Electronics Transceiver
Unit NSN: 5845-01-678-5160 PN:
DS620
1 ea $9,750.00
70 N Gate Valve Assembly
NSN: 4820-01-678-5058 PN:
DS661
1 ea $15,750.00 xiv (Rev-0)
70 N Dual-Axis Transducer
NSN: 5848-01-678-5056 PN:
DS630-30
1 ea $7,700.00
70 N Doppler Shell Ring
NSN: 5340-01-F19-5622 PN:
DS661-1
1 ea $5,225.00
70 N Furuno 7-Pin Cable
NSN: 5995-01-530-4744 PN:
000-154-028 1 ea $82.40
*Government-loaned property, which shall be returned to the vessel upon completion of the availability.
**New or refurbished equipment that the Government may provide for installation in place of existing equipment.
***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter xv (Rev-0)
CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS
The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5
(Inspection report particulars)):
Work
Item Title
3 Hull Plating, U/W Body, Ultrasonic Testing
8 Appendages, U/W, Leak Test
11 Tanks, Ballast, Clean and Inspect
14 Hydraulically Operated Cargo Hatch, Inspect and Service
20 Sea Strainers, Duplex, All Sizes, Overhaul
21 Sea Strainers, Simplex, All Sizes, Clean and Inspect
23 Sea Bay, Clean and Inspect
27 Hydraulic Crossdeck Winches, Inspect And Service
28 Hydraulic Inhaul Winch, Inspect And Service
29 Anchor Windlass, Inspect And Service
30 Anchor Chains and Ground Tackle, Inspect and Repair
33 Warping Capstan (Aft), Inspect and Service
34 Single Point Davit, Disassemble and Inspect
36 Buoy Crane, Inspect and Test
47 Accessible Void(s), Preserve, Partial, 53 Drydock
58 Bilges, Preserve
65 Vent Spaces, Deck, Preserve
66 Vent Space (01-50-0-Q), Deck, Preserve xvi (Rev-0)
PRINCIPAL CHARACTERISTICS - TENDER
175' WLM, BUOY TENDER
PHYSICAL
Length overall 174' 8"
Length between perpendiculars 155' 1"
Depth 14' 8"
Maximum beam 36' 0"
Designed draft 8' 0"
Mast height (above 8' waterline) 58' 8"
Frame spacing 20"
Full load displacement 855.15 Long Tons SW
Light load displacement 719.78 Long Tons SW
Minimum op condition displ 852.19 Long Tons SW
HULL
Hull material Steel
MACHINERY
Main propulsion Two Caterpillar 3508 DITA V-8 diesel; 999 BHP ea @ 1500 RPM
Two Ulstein 360 degree steerable Z-Drives, 403 SRPM @ 1600 ERPM
Reduction gears Two Z-Drive units, Cardan shafting; 3.973:1 gear ratio
Shaft seal John Crane Type ND
Shaft bearings Five pedestal mounted, Cooper split roller bearings
Number of propellers 2
Number of blades 4
Diameter 57.1"
Rudders None; Z-drive
Ship's service generators Three Caterpillar Model 3406 DITA Turbocharged; 285KW, 450V, 60 Hz, 1800
RPM
Emergency diesel generator One Caterpillar Model 3406 DIT 210 KW, 24V, 60 Hz, 1800 RPM
TANK CAPACITIES
Diesel oil capacity (100%) 16,385 gal
Fresh water capacity (100%) 7,339 gal
Lubricating oil (100%) 86 gal
1 (Rev-0)
00000_0725_FLT
REC_00000_FLT_Commercial Project @ Contractor’ Facility (0121)
General Requirements
1. SCOPE
1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed at a commercial contractor’s facility for Coast Guard vessels.
1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and
'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is
Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.
2. REFERENCES
COAST GUARD DRAWINGS
None
COAST GUARD PUBLICATIONS
Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual
Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Latest Version, General Requirements
Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes
Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), Latest Version, Fire Prevention and Response
Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures
OTHER REFERENCES
Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for
Shipyard Employment
NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for
Fabrication, Welding, and Inspection of Submarine Structure
2 (Rev-0)
3. REQUIREMENTS
3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.
3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire
Protection and Response work item, as applicable, during the performance of this availability.
3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety
Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.
3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan as requested in the Fire Protection and Response work item, with the Contractor’s bid.
NOTE
NAVSEA drawings listed will be available FOR INSPECTION ONLY from the Coast
Guard Port Engineer post-award. SFLC will not redistribute NAVSEA documents.
Contractors can apply to NAVSEA headquarters directly for copies.
3.2 Contractor-provided fire watch personnel. The Contractor must provide fire watch personnel and equipment.
3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.
3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec
6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).
3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.
3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).
3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.
3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.
Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:
• ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.
• ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.
3 (Rev-0)
3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.
For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).
3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;
for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:
• SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.
• SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.
3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.
3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:
3.5.1 Contractor operated (non USCG) facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at
Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.
3.5.2 Test and procedures. The Contractor is required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work must be done by qualified laboratories; and where required by law, the laboratories must be certified.
3.5.3 Regulatory notifications. The Contractor is responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The
Contractor must submit copies of all regulatory notifications to the Contracting Officer and the local Facility
Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications must be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System
(NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.
3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’
Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;
ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous
4 (Rev-0)
Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental
Records binder and required documentation, including environmental permits compliance and close-out.
3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix A, Requirements For
Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.
3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).
3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.
3.7.1 SFLC Standard Specification 5550: Replace paragraph 3.11.3 to state, “Material supporting imminent work shall be brought on the cutter and stored where the work is being performed. Material that appreciably contributes to fire load shall be removed at the end of each work shift when personnel are not present. Trash, debris, and packaging materials shall be promptly removed from the vessel at the end of each work shift and not allowed to accumulate.” Advance the paragraph numbering of the Fire Prevention and Safety Inspection form to 3.11.4.
4. NOTES
4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.
5 (Rev-0)
QA-1 - QUALITY ASSURANCE INSPECTION FORM
(PRESERVATION CHECKLIST)
VESSEL NAME HULL # WORK ITEM
WORK ITEM TITLE
LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)
CHECKPOINT 1 – COATING SYSTEM COMPLIANCE
Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.
CHECKPOINT 2 - PAINT STORAGE
Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.
CHECKPOINT 3 - AMBIENT CONDITIONS
Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).
Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).
Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.
CHECKPOINT 4 - PRE-SURFACE PREPARATION
Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.
Verify equipment setup, blast media, and surface preparation methods match designated test coupon.
CHECKPOINT 5 - SURFACE PREPARATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).
Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.
Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).
CHECKPOINT 6 - PRIMER COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Verify proper mixing and stand-in (induction) times.
Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.
Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).
Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.
Brush out all runs, sags, drips, and puddles.
Perform visual inspection for holidays and other defects.
CHECKPOINT 7 – STRIPE COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).
CHECKPOINT 8 – TOP COAT APPLICATION
Verify environmental conditions (see CHECKPOINT 3).
Ensure overcoating window is as per manufacturer’s instructions.
Verify proper mixing and stand-in (induction) times, as applicable.
Verify wet film thickness at random, to prevent under or over application.
Brush out all runs, sags, drips, and puddles.
CHECKPOINT 9 – FINAL INSPECTION
Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.
Ensure that system cure is in accordance with manufacturer's recommendation for intended service.
Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.
For immersion coatings (including tank U/W body), record date and time of the following events:
Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____
CHECKPOINT 10 – RECORD KEEPING
Complete, sign, and submit all provided QA Inspection Forms.
NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE / TIME
NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME
6 (Rev-0)
QA-2 - QUALITY ASSURANCE INSPECTION FORM
(ENVIRONMENTAL READINGS)
VESSEL NAME HULL #
WORK ITEM
Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.
DATE
TIME
ACTIVITY (SURFACE
PREPARATION, PRIMER COAT,
BARRIER COAT, TOP COAT,
ETC…)
LOCATION (FRAME &
DECK, RELATION TO
EQUIPMENT, ETC.)
TEMPERATURE % REL.
HUMID-
ITY
DEW
PT.
SURFACE AMBIENT ΔT
| DP -
SURFACE |
7 (Rev-0)
QA-3a - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)
VESSEL NAME HULL # WORK ITEM
LOCATION OF WORK (FRAME REFERENCES) AREA (SQFT)
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/AMPP No. 2
SSPC-SP WJ-2/AMPP WJ-2
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area)
Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
PLACE SURFACE PROFILE REPLICA TAPES IN THE SPACES PROVIDED BELOW, TO SERVE AS
PERMANENT QA RECORD. MAINTAIN A SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS
DIVIDED INTO SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Place Surface Profile Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Place Surface Profile
Replica Tape Here
Reading (mils): Reading (mils): Reading (mils):
MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:
NAME OF QP-1/AMPP INSPECTOR SIGNATURE CERT. # DATE /
TIME
8 (Rev-0)
QA-3b - QUALITY ASSURANCE INSPECTION FORM
(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)
VESSEL NAME HULL # WORK ITEM
SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)
MIN MAX MEAN
SSPC-SP-10/AMPP No. 2
SSPC-SP WJ-2/AMPP WJ-2
SSPC-SP-3
SSPC-SP-11
SSPC-SP-11 (inaccessible area)
Brush-blasting (non-metallic substrate)
ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:
RECORD MEASUREMENTS TAKEN IN THE SPACES PROVIDED BELOW, TO SERVE AS PERMANENT QA
RECORD. MAINTAIN SEPARATE LOG FOR EACH LOCATION. WHEN AN AREA IS DIVIDED INTO
SEPARATE SECTIONS, MAINTAIN A SEPARATE LOG FOR EACH SECTION.
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Reading (mils):
Mean Mils Reading (IAW ASTM D4417-Method B for above 10 readings (by column):
Mean Reading
(mils)
9 (Rev-0)
QA-4 - QUALITY ASSURANCE INSPECTION FORM
(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)
VESSEL NAME HULL # WORK ITEM
SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.
DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)
10 (Rev-0)
QA-5 - QUALITY ASSURANCE DATA FORM
(COATING THICKNESS)
(Use one sheet for each sequence)
VESSEL NAME HULL #
WORK ITEM
COATING MFG PRODUCT NAME
BATC
H #
INDUCTI
ON TIME
COATING SYSTEM
SEQUENCE
(PRIMER/TOUCHUP/3RD
COAT, ETC.)
DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.
SPOT 1 2 3 4 5
AVERAGE
VALUE
*BASE METAL READING
(BMR)
*Required, If Magnetic Pull-Off (Type…
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