BERTHOLF (WMSL 418) DS FQ3 AJR 26R0.docx

USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2026

Developed By: Adrian J Rubio

(Rev-0, 09 October 2025)

TABLE OF CONTENTS

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2026

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.

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.

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2026

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 26B-CB-IV-801-001, Rev -, Booklet of General Plans Coast Guard Drawing 35-LRI-II-801-001, Rev -, General Arrangement Coast Guard Drawing 418A-WMSL_100_1, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-101-001, Rev B, Compartment & Access Drawing Coast Guard Drawing 418A-WMSL-512-001, Rev D, HVAC System Diagram Coast Guard Drawing 418A-WMSL-512-004, Rev -, HVAC Modifications IWO Aft Capstan Coast Guard Drawing 418A-WMSL-593-001, Rev A, Bilge & Oil Pollution Control System Diagram Coast Guard Drawing 418A-WMSL-593-002, Rev B, Sewage System Diagram Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL_085_025, Rev -, Compartment Areas & Volumes NSC 1 & NSC 2 Only (AS3085012) Coast Guard Drawing 750-WMSL_180_19_6 Rev C, Fdn Arr Dwg Design UNIT 2230 BKLT NO. 1 (ASC180223) Coast Guard Drawing 750-WMSL_180_29 Rev C, Fdn Arr Dwg Design UNIT 3140 BKLT NO. 1 (ASC180314) Coast Guard Drawing 750-WMSL-259-006, Rev B, Turbine Combustion Exhaust Arrgt & Supports Details and LM Blw 01 Lvl (ASC259004) Coast Guard Drawing 750-WMSL_512_61, Rev D, Vent & Air Cond CPS Fan RM (P) 01 LVL Unit 4210 (ASC512020) Coast Guard Drawing 750-WMSL_522_13 Rev B, Machy Space Water mist & joint ident (pi system) UNIT 2230 (ASC522223-WM) Coast Guard Drawing 750-WMSL_528_45 Rev A, Plumbing & Interior Deck Drains and Vent Sys - UNIT 2140 (AS3528214-PD) Coast Guard Drawing 750-WMSL-100-023, Rev J, Unit 2120 Structure – 1st Pltf to 2nd Deck Fr 35 to Fr 44 (ASC100212) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship Wide (ASC167001) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship Wide (ASC167001)

Coast Guard Drawing 750-WMSL-320-579, Rev -, Electrical Installations Iwo New Aft Folding Cranes Coast Guard Drawing 750-WMSL-501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL-505-004, Rev D, Piping Material Schedule (ASC505004) Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001) Coast Guard Drawing 750-WMSL-512-004, Rev A, Vent and Air Conditioning Standard Instruction (ASC512007) Coast Guard Drawing 750-WMSL-512-040, Rev G, Vent & Air Cond Arr 2nd Deck Unit 3230 (ASC512323) Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram Coast Guard Drawing 750-WMSL-520-004, Rev E, Salt Water Cooling Unit 1320 Coast Guard Drawing 750-WMSL-520-005, Rev E, Salt Water Cooling System Unit 2110 Coast Guard Drawing 750-WMSL-520-008, Rev F, Salt Water Cooling Unit 2210 Coast Guard Drawing 750-WMSL-520-020, Rev B, Seawater Cooling System Diagram WMSL 750 Only Coast Guard Drawing 750-WMSL-520-506, Rev F, Auxiliary Seawater Piping Mods FWD of FR 52 Coast Guard Drawing 750-WMSL-523-002, Rev F, Diagram Washdown Counter Measure System Coast Guard Drawing 750-WMSL-523-014, Rev B, Washdown Countermeasure Unit 4120 Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020) Coast Guard Drawing 750-WMSL-593-016, Rev -, Sewage System Unit 1240 (ASC593124-Ss) Coast Guard Drawing 750-WMSL-593-019, Rev C, Sewage System - Unit 1320 (ASC593132-Ss) Coast Guard Drawing 750-WMSL-593-021, Rev B, Sewage System Unit 1330 (ASC593133-Ss) Coast Guard Drawing 750-WMSL-593-023, Rev B, Sewage System Unit 1340 (ASC593134-Ss) Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 (ASC593212-Ss) Coast Guard Drawing 750-WMSL-593-027, Rev D, Sewage System Unit 2120 Coast Guard Drawing 750-WMSL-593-029, Rev C, Sewage System Unit 2130 (ASC593213-Ss) Coast Guard Drawing 750-WMSL-593-031, Rev B, Sewage Systems Unit 2140 (ASC593214-Ss) Coast Guard Drawing 750-WMSL-593-035, Rev B, Sewage System-Unit 2220 (ASC593222-Ss) Coast Guard Drawing 750-WMSL-593-037, Rev B, Sewage System Unit 2230 (ASC593223-Ss) Coast Guard Drawing 750-WMSL-593-043, Rev B, Sewage System Unit 2320 (ASC593232-Ss) Coast Guard Drawing 750-WMSL-593-045, Rev B, Sewage System Unit 2330 (ASC593233-Ss) Coast Guard Drawing 750-WMSL-593-047, Rev C, Sewage System Unit 2340 (ASC593234-Ss) Coast Guard Drawing 750-WMSL-593-051, Rev B, Sewage System Unit 3120 (ASC593312-Ss) Coast Guard Drawing 750-WMSL-593-053, Rev B, Sewage System Unit 3130 (ASC593313-Ss) Coast Guard Drawing 750-WMSL-593-055, Rev B, Sewage System Unit 3140 (ASC593314-Ss) Coast Guard Drawing 750-WMSL-593-057, Rev A, Sewage System Unit 3220 (ASC593322-Ss) Coast Guard Drawing 750-WMSL-593-059, Rev B, Sewage System Unit 3230 (ASC593323-Ss) Coast Guard Drawing 750-WMSL-593-064, Rev A, Sewage System Unit 4110 (ASC593411-Ss) Coast Guard Drawing 750-WMSL-593-067, Rev B, Sewage System Unit 4210 (ASC593421-Ss) Coast Guard Drawing 750-WMSL-593-069, Rev B, Sewage System Unit 4220 (ASC593422-Ss) Coast Guard Drawing 750-WMSL-593-072, Rev A, Sewage System Unit 4310 (ASC593431-Ss) Coast Guard Drawing 750-WMSL-593-082, Rev B, Sewage System Unit 2240 (ASC593224-Ss) Coast Guard Drawing 750-WMSL-593-088, Rev A, Sewage System Unit 4420 (ASC593442-Ss) Coast Guard Drawing 750-WMSL-593-093, Rev A, Sewage System Unit 2140 (AS3593214-Ss) Coast Guard Drawing 750-WMSL-621-001, Rev H, Joiner Bulkheads Typical Details (ASC621001) Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 7073, 11-JUN-07, Reduction Gear - Type as 2/250-As Coast Guard Technical Publication (TP) 7168, January 2022, 3.2-ton Refrigeration Ships Store Plant Coast Guard Technical Publication (TP) 7184, SWBS 593, 01 Jun 2025, Vacuum Sewage System – Operation, Maintenance & Parts List Coast Guard Technical Publication (TP) 7903, SWBS 583, Oct 2021, Aft Boat Handling System –Model FB90-28 Coast Guard Technical Publication (TP) Coast Guard Technical Publication (TP) 7346A, SWBS 593, Mar 2022, Bilge Water Separator Ultra-Sep Coast Guard Technical Publication (TP) S9234-AD-MMO-050, PTG Module, LM2500; Volume 2 Part 3 Corrective Maintenance, 2018, SWBS 234 Marine Gas Turbines Coast Guard Technical Publication (TP) S9234-AD-MMO-060, PTG Module, LM2500; Volume 2 Part 4 Corrective Maintenance, 2024, SWBS 234 Marine Gas Turbines Coast Guard Technical Publication (TP) S9514-F1-MMA-010, SWBS 514, Jun 2020, Air Conditioning Plant - 130-Ton Capacity, HFC-134A - Description, Operation & Maintenance - REV 2 Fire Prevention and Response General Requirements Requirements for Preservation of Ship Structure Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, 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, Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Requirements for Preservation of Ship Structures 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 3041 (SFLC Std Spec 3041), 2022, Shipboard Electrical Cable Test 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 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, 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 8635 (SFLC Std Spec 8635), 2020, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary Hull Accesses Welding and Allied Processes

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2024, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2024, 2024, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds American Welding Society (AWS) D1.1/D1.1M, 2025, Structural Welding Code – Steel American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel American Welding Society (AWS) D1.6/D1.6M:2017, Structural Welding Code - Stainless Steel American Welding Society (AWS) QC1-AMD1, 2016, Standard for AWS Certification of Welding Inspectors ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting Corrosion Code of Federal Regulations (CFR) Title 29, Part 1910, 2017, Occupational Safety and Health Standards Code of Federal Regulations (CFR) Title 29, Part 1915, 2013, 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 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and Other Working Surfaces MIL-C-20079H, 1987, Cloth, Glass; Tape, Textile Glass; and Thread, Glass and Wire-Reinforced Glass MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated MIL-DTL-3316D, 2025, Adhesives, Fire-Resistant – for Thermal Insulation MIL-DTL-24244D, 2000, Insulation Material, with Special Corrosion, Chloride, and Fluoride Requirements MIL-DTL-24607C, 2021, Enamel, Interior, Nonflaming (Dry), Chlorinated Alkyd Resin MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24596C, 2022, Coating Compounds, Nonflaming, Fire-Resistant MIL-Y-1140H Amendment 1, 2024, Yarn, Cord, Sleeving, Cloth, and Tape-Glass MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure OSHA Regulations (Standards - 29 CFR), Part 1926 Safety and Health Regulations for Construction, Subpart M Fall Protection, Standard Number 1926.503 Training Requirements RENK MRG Vent Modification dated 27 January 2021 (003), Main Reduction Gear and Cross Connect Gear Vent Line Installation The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2024, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Power Tool Cleaning to Bare Metal US Environmental Protection Agency Method 1664, Feb 1999, N-Hexane Extractable Material and Silica Gel Treated N-Hexane Extractable Material by Extraction and Gravimetry.

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2026

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.

($/UNIT)

PN: YMD-8861-R (18LZ5)

PN: YMD-10416-R (8ZZ5)

PN: YMD-12209-R

PN: YMD-12234-R

PN: YMD-12201 (D-AB-2)

PN: 91-556-1-001

PN: 5500447

PN: 5-023-100 (Gasket) PN: 2-023-080 (O-Ring) 6 ea.

PN: 026-31284-000

PN: 026-41967-000

PN: 026-41968-000

*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

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)):

Principal Characteristics

418' WMSL

Physical

Machinery

Hull

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

Electrical

TANK CAPACITIES

00000_0725_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121) General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard 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

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, seven (7) days before the Arrival Conference.

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.

3.3.3.1.2 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 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, 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.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 7690390037.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

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 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 B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor must prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor must furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

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.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

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.

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

Use one sheet for each activity. Record conditions every four hours from before surface preparation to application of final coating system coat.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-C)

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

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

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:

QA-3b - QUALITY ASSURANCE INSPECTION FORM

(SURFACE PROFILE LOG FOR PROFILE MEASUREMENTS IAW ASTM D4417-METHOD-B)

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)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2.

*BASE METAL READING (BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

4.2 Tank and Void Assessment form.

58310_MLA_0625_418

WORK ITEM 1: Folding Boom Cranes, Biennial Maintenance, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect, perform maintenance, and test folding boom cranes listed in Table 1.

TABLE 1 – LIST OF FOLDING BOOM CRANEs

1.2 Government-furnished property.

PN: YMD-8861-R (18LZ5)

PN: YMD-10416-R (8ZZ5)

PN: YMD-12209-R

PN: YMD-12234-R

PN: YMD-12201 (D-AB-2)

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 26B-CB-IV-801-001, Rev -, Booklet of General Plans Coast Guard Drawing 35-LRI-II-801-001, Rev -, General Arrangement Coast Guard Drawing 418A-WMSL 801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-320-579, Rev -, Electrical Installations Iwo New Aft Folding Cranes Coast Guard Drawing 750-WMSL-583-508, Rev -, Installations IWO Aft Folding Cranes Coast Guard Fleet Drawing FL-1702-11, Rev -, Inspection of Sheaves Coast Guard Publications Coast Guard Technical Publication (TP) 7903, SWBS 583, Oct 2021, Aft Boat Handling System –Model FB90-28 Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Other References The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Power Tool Cleaning to Bare Metal

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s):

· 3.3 Inspect and repair task particulars (Task #1, #3 and #7)

3.1.2 Tech Rep. The Contractor must provide the services of an OEM Authorized/licensed Tech Rep for Appleton Marine Inc. Model FB90-28 cranes to accomplish the following tasks on site:

· Provide manufacturer's proprietary system/equipment information, software and tools.

· Assist with and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

· Oversee the initial operation/inspection

· Oversee the final operational and load testing

3.1.2.1 The Contractor must submit the name and resume of the Tech Rep to the COR at the Arrival Conference.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

3.1.3.1 Protection of fine surfaces. The Contractor must protect all fine surfaces in accordance with SFLC Std. Spec 5000.

3.1.3.2 Hydraulic system contamination protection. The Contractor must maintain existing hydraulic cleanliness in accordance with SFLC Std. Spec 5000.

3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

1. Piping

1. Electrical Cables

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a CFR.

3.3 Inspect and repair task particulars. The Contractor with Tech Rep support must perform tasks listed in Table 2 in accordance with SFLC Std Spec 5000 and TP 7903. The CG Inspector must be present for all CIR inspections. See applicable drawings and Tech Pub in Section 2 for technical information and installation details.

Table 2 – Task List

ADDITIONal REQUIREMENTS

Tech Pub 7903

Note: There is one chest pack. It should be rotated between all three cranes.

Groom & Lubricate

NOTE 1: Only check the torque of 25% of the Turntable Bearing Mounting Bolts (4-3.18.1) – Include a diagram of the bolts that were checked in the CFR for this section.

NOTE 2: Take off removable hose sleeves and hose fitting tape for inspection. Reinstall hose sleeves and renew the fitting tape upon completion of inspection.

NOTE 1 : Acceptable Contamination Level ISO 4406 17/15/12 per TP7903 Appendix A2.7

In accordance with TP 7903, verify set points, adjustment and calibration on:

· Pump Compensator Relief Valve

· System Relief valve.

· Winch Limit adjustment.

· Load Monitor Indicators

· Crane Position Indicators

· Submit a CFR.

Crane Motor A and B

(Electrical)

Perform in accordance with paragraph 3.5 of this work item.

3.3.1 Materials. The Contractor must provide all material (i.e. greases, wax, lubricating oils, hydraulic fluid, and other miscellaneous materials) as required to perform the maintenance tasks listed above. All filters will be provided as GFM.

3.3.2 Hose inspection. The Contractor must visually inspect the condition of all flexible hoses; TP7903 has a comprehensive list of hoses and their locations. Submit a CFR with the following:

· Hose number

· Hose physical condition Service life dates (date for required hose renewal; if not specified, add twelve years to installation date)

3.3.2.1 If not present, the Contractor must provide new hose tags, in accordance with SFLC Std Spec 5000, Paragraph C2.2.1.4. Ensure tag color coding of black on natural or black on white. Ensure that tags must be attached using materials that will not damage hose assembly in any way or interfere with the normal flexing motion of the hose.

3.3.2.2 The Contractor must stamp, engrave, or etch the following information on each tag. Handwritten information on each Tag is NOT acceptable. Utilize the Cutter’s hose log for information as necessary.

1. Hose Log Item Number (Serial Number)

1. Hydrostatic Test Pressure (psi)

1. Hydrostatic Test Date (DD/MM/YY) Service Life (Replacement Date) Date (QTR "Q"/FY)

3.3.2.3 Hose fitting documentation. The Contractor must inspect each hose and document the information listed below. A template for the information will be provided by the COR. Submit a CFR with the information for each hose in Microsoft Excel format.

1. Hose Number

1. System

1. Description (i.e. #1 A/C Inlet)

1. Location (Compartment Number)

1.…