Attachment 2 - Statement of Work - Specification.pdf

USCGC RELIANCE (WMEC 615)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2025

Developed By: Nicholas J Sanders

(Rev-0, 25 February 2025)

USCGC RELIANCE (WMEC-210A) DRYDOCK AVAILABILITY FY2025

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record .......................................................................................................................................... iv Consolidated List of References .................................................................................................................... v Consolidated List of Government-furnished Property ................................................................................. xi Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: Hull Plating, Side Scan, Ultrasonic Testing WORK ITEM 2: Hull Plating, U/W Body, Ultrasonic Testing WORK ITEM 3: U/W Body, Preserve, 100 percent WORK ITEM 4: Hull Plating Freeboard, Preserve, 100 Percent WORK ITEM 5: Appendages (U/W), Preserve (Internal) and Leak Test WORK ITEM 6: Propulsion Shaft Fairwaters And Rope Guards, Inspect WORK ITEM 7: Voids (Non-Accessible), Preserve (Internal) and Leak Test WORK ITEM 8: Mast, Preserve, 100 Percent WORK ITEM 9: Propulsion Shafting, Strain Gauge Alignment, Drydock, Check WORK ITEM 10: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 11: Propulsion Shaft Coating, Renew, (Optional) WORK ITEM 12: Propulsion Shafting, Straighten, (Optional) WORK ITEM 13: Propeller Shaft Sleeves, Renew WORK ITEM 14: Propulsion Shafting, Optical or Laser Alignment Check, (Optional) WORK ITEM 15: Propulsion Shaft Seal (Mechanical And Inflatable) Assemblies, Inspect And Repair Or

Renew WORK ITEM 16: Propulsion Shaft Bearings, External, Check Clearances WORK ITEM 17: Propulsion Shaft Bearings, External, Renew WORK ITEM 18: Stern Tube Interior Surfaces, Preserve, 100 Percent, (Optional) WORK ITEM 19: Controllable Pitch Propellers, Clean and Inspect WORK ITEM 20: Controllable Pitch Propeller (CPP) System, Inspect and Service WORK ITEM 21: Controllable Pitch Propeller (CPP) Hubs, Inspect, (Optional) WORK ITEM 22: Emergency Diesel Generator, Exhaust Piping, Clean and Inspect WORK ITEM 23: Fathometer Transducer, Renew WORK ITEM 24: Sea Valves and Waster Pieces, Overhaul Or Renew WORK ITEM 25: Sea Strainers, Duplex, All Sizes, Overhaul WORK ITEM 26: Rudder Assembly, Remove, Inspect And Reinstall WORK ITEM 27: Tanks, Aviation Fuel Service, Preserve, 100 Percent WORK ITEM 28: Tanks, Aviation Fuel Storage, Preserve, 100 Percent WORK ITEM 29: Tanks, Potable Water Preserve, 100 Percent WORK ITEM 30: Superstructure, Preserve, 100 Percent WORK ITEM 31: Cathodic Protection, Zinc Anodes, Renew, WORK ITEM 32: Drydock WORK ITEM 33: Temporary Services, Provide - Cutter WORK ITEM 34: Doppler Speed Log, Replace WORK ITEM 35: Whistle Timer, Replace WORK ITEM 36: Anchor Windlass Wildcat, Renew WORK ITEM 37: Bilges (Engine Room), Preserve, (Optional) WORK ITEM 38: Side Shell/Hull Crop, Renew WORK ITEM 39: Hull Plating/Stringer Crop, Renew WORK ITEM 40: JP-5 Pump Room Bilges, Preserve, (Optional) WORK ITEM 41: MSD Space Deck and Bilge, Preservation iii (Rev-0)

WORK ITEM 42: OWHT Crop and Renew WORK ITEM 43: Duplex Strainer and Foundation, Renew WORK ITEM 44: Shell Plating and Longitudinals, Crop, Renew WORK ITEM 45: Deep Water Sounder, Remove WORK ITEM 46: Hull and Structural Plating, Shell Plate, Renew, (Optional) WORK ITEM 47: Propulsion Intermediate Shafts; Remove, Inspect, and Reinstall WORK ITEM 48: Controllable Pitch Propeller (CPP) Hubs, Renew, (Optional) 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 Bill of Materials 618 WMEC_319, Rev -, Strainers

Coast Guard Contract Guidance Drawing 618 WMEC 111-006, Rev -, Expanded Shell/Gen Arrg’t

Overlay for Shell Survey, 615-19 All “A” Class Except 618

Coast Guard Contract Guidance Drawing 618 WMEC 111-007, Rev -, Expanded Shell/ Gen Arrg’t

Overlay for Shell Survey, 618 Active Only

Coast Guard Drawing 618 WMEC 085-152, Rev G, Docking Plan, (RELIANCE)

Coast Guard Drawing 618 WMEC 085-181, Rev G, Booklet of General Plans

Coast Guard Drawing 618 WMEC 085-192, Rev H, Docking Plan

Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & CVK

Coast Guard Drawing 618 WMEC 116-001, Rev -, Forepeak Framing, Chain Locker & Transv. Bhds #12

& #15 ½

Coast Guard Drawing 618 WMEC 117-001, Rev H, Transverse Web Frames FWD & AFT of Midship

Coast Guard Drawing 618 WMEC 117-002, Rev B, Aft Peak Framing, Fr. 188-Stern

Coast Guard Drawing 618 WMEC 120-001, Rev J, Misc. Bulkheads 2nd & 3rd Decks

Coast Guard Drawing 618 WMEC 122-001, Rev J, Transverse Watertight Bulkhead Fwd & Aft

Coast Guard Drawing 618 WMEC 123-002, Rev G, New Double Bottoms Fuel Tank Structural Details

Coast Guard Drawing 618 WMEC 123-003, Rev G, Lube Oil, Dirty Oil, & Diesel Oil Overflow Tanks

Coast Guard Drawing 618 WMEC 131-001, Rev M, Second and Main Deck Plating and Supports

Coast Guard Drawing 618 WMEC 133-001, Rev C, Third Deck Plating & Supports

Coast Guard Drawing 618 WMEC 152-001, Rev N, Superstructure - Aircastle, 01 & 02 Deckhouse &

Stack

Coast Guard Drawing 618 WMEC 161-001, Rev B, Arrg’t & Details Stern Tube & Strut

Coast Guard Drawing 618 WMEC 163-002. Rev G, Auxiliary & Refrigeration Machinery Sea Chest

Coast Guard Drawing 618 WMEC 163-003, Rev D, Transducer Sea Chests Struct. Arrg’ts & Details

Coast Guard Drawing 618 WMEC 171-001, Rev L, Main Mast Radar Platform

Coast Guard Drawing 618 WMEC 182-001, Rev E, Main Engine Foundations

Coast Guard Drawing 618 WMEC 182-002, Rev W, Foundations in Engine Room

Coast Guard Drawing 618 WMEC 184-007, Rev A, DS60 Doppler Sea Valve Foundation

Coast Guard Drawing 618 WMEC 185-001, Rev K, A/C Machy & Sewage Disposal Room Equip Fdns vi (Rev-0)

Coast Guard Drawing 618 WMEC 186-006, Rev -, Installation of Jered Anchor Windlass & Warping

Capstan “A” Class MEP

Coast Guard Drawing 618 WMEC 201-001, Rev F, Arrangement of Machinery Plans, Sections &

Elevations

Coast Guard Drawing 618 WMEC 201-003, Rev C, Arrangement of Aux Machinery Room

Coast Guard Drawing 618 WMEC 243-001, Rev E, A&D: John Crane Stern Tube System

Coast Guard Drawing 618 WMEC 243-002, Rev H, Arrangement & Details of Piping & Hydraulics

Coast Guard Drawing 618 WMEC 243-003, Rev H, Shaft Oil Tube and Coupling Modifications

Coast Guard Drawing 618 WMEC 243-005, Rev C, Piping Mod – Water Lubricated Stern Tube Seal

Coast Guard Drawing 618 WMEC 243-007, Rev A, CPP Oil Tube Fabrication, Details, and Assy

Coast Guard Drawing 618 WMEC 243-008, Rev B, Shafting Arrangement & Details

Coast Guard Drawing 618 WMEC 243-050, Rev -, Hub Oil Tank 10 Gal. Cap.

Coast Guard Drawing 618 WMEC 243-051, Rev-, John Crane Seal

Coast Guard Drawing 618 WMEC 244-001, Rev B, Shafting Alignment

Coast Guard Drawing 618 WMEC 244-002, Rev -, Stern Tube & Strut Bearing Details

Coast Guard Drawing 618 WMEC 244-003, Rev G, Shafting Arrangement & Details (Water Lubricated

Bearing)

Coast Guard Drawing 618 WMEC 244-004, Rev A, Shaft Alignment (RELIANCE)

Coast Guard Drawing 618 WMEC 245-050, Rev D, Propeller Blade Left Hand Rotation 63/4

Coast Guard Drawing 618 WMEC 245-051, Rev D, Propeller Blade Right Hand Rotation 63/4

Coast Guard Drawing 618 WMEC 245-052, Rev -, Propeller Hub Double Crank

Coast Guard Drawing 618 WMEC 256-003, Rev B, Cat 3306B EDG Installation S.W. Cooling Piping

Mods

Coast Guard Drawing 618 WMEC 259-001, Rev F, Exhaust Piping Arrangement

Coast Guard Drawing 618 WMEC 259-004, Rev B, Cat 3306B EDG Installation Exhaust Piping Mods

Coast Guard Drawing 618 WMEC 261-001, Rev G, Diagram Fuel Oil System

Coast Guard Drawing 618 WMEC 261-002, Rev M, Arrangement of Fuel Oil System

Coast Guard Drawing 618 WMEC 320-001, Rev AZ, 440 & 115 Power One Line Wiring Diagram and

Details

Coast Guard Drawing 618 WMEC 320-002, Rev AG, Power Supplies to Electronic Equipment (ACTIVE only)

Coast Guard Drawing 618 WMEC 320-003, Rev AV, Power Supplies to Electronic Equipment

Coast Guard Drawing 618 WMEC 401-001, Rev AJ, I.C. & Gyro Room General Arrangement

Coast Guard Drawing 618 WMEC 401-002, Rev BD, Arrangement of Electronics Equipment Radio

Room & CIC

Coast Guard Drawing 618 WMEC 401-004, Rev AW, Pilothouse Arrangement

Coast Guard Drawing 618 WMEC 410-001, Rev M, Seawatch Block Diagram & Installation Details

Coast Guard Drawing 618 WMEC 424-001, Rev AC, Underwater Navigation Sys Block Wiring Diagram

Coast Guard Drawing 618 WMEC 424-002, Rev AA, Underwater Navigation Sys Wiring Data

Coast Guard Drawing 618 WMEC 424-005, Rev B, Doppler Speed Log System Replacement Ripout, Installation, Arrangement, Wiring, and Details

Coast Guard Drawing 618 WMEC 424-007, Rev -, ODOM ECHOTRAC II Deep Water Depth Sounder

System Removal vii (Rev-0)

Coast Guard Drawing 618 WMEC 426-001, Rev R, Gyro Compass Block Wiring Diagram CKT “LC”

Coast Guard Drawing 618 WMEC 426-003, Rev D, MK27F Gyro Compass Installation Design Plan

Coast Guard Drawing 618 WMEC 426-005, Rev -, SAFRAN Bluenaute Gyrocompass Block and

Elementary Wiring Diagram

Coast Guard Drawing 618 WMEC 443-001, Rev C, Elementary Wiring Diagram Whistle Control System

CKT “W”

Coast Guard Drawing 618 WMEC 443-006, Rev A, Whistle Control System Install/Removal Wiring

Diagram

Coast Guard Drawing 618 WMEC 451-009, Rev C, 1SG38-SINS2(V)43 Installation BWD and Details

Coast Guard Drawing 618 WMEC 521-003, Rev K, Arr. of Firemain, Sprinkling and Washdown System

2nd Dk & Below

Coast Guard Drawing 618 WMEC 528-001, Rev L, Arrgt of Plumbing Sys and Deck Drains

Coast Guard Drawing 618 WMEC 529-001, Rev G, Diagram of Bilge System

Coast Guard Drawing 618 WMEC 529-005, Rev F, Arr. of Oily Water Separator System

Coast Guard Drawing 618 WMEC 531-008, Rev A, Foundation Installation Disconnect Switches RC5000

Osmosis Unit

Coast Guard Drawing 618 WMEC 533-001, Rev P, Diag. Hot & Cold Potable Water

Coast Guard Drawing 618 WMEC 533-002, Rev N, Arr of Hot & Cold Potable Water

Coast Guard Drawing 618 WMEC 535-002, Rev K, Arr. Stm., Feed & Condensate System Piping

Coast Guard Drawing 618 WMEC 542-001, Rev G, Diagram Aviation Fuel System

Coast Guard Drawing 618 WMEC 542-002, Rev J, Arrangement - Aviation Fuel System

Coast Guard Drawing 618 WMEC 562-001, Rev J, Arrg’t & Details Rudder Stocks, Bearings, & Stuffing

Box

Coast Guard Drawing 618 WMEC 581-001, Rev D, Anchor Handling

Coast Guard Drawing 618 WMEC 581-003, Rev A, Anchor Swivel Shot

Coast Guard Drawing 618 WMEC 581-006, Rev -, Anchor Windlass Locking Ring Modification

Coast Guard Drawing 618 WMEC 601-001, Rev H, Outboard Profile

Coast Guard Drawing 618 WMEC 601-002, Rev B, Inboard Profile

Coast Guard Drawing 618 WMEC 601-003, Rev K, General Arrangement - Second and Third Decks

Coast Guard Drawing 618 WMEC 602-001, Rev E, Vessel’s Name Number & Draft Marks

Coast Guard Drawing 618 WMEC 612-008, Rev C, NAVSEA Certified Flight Deck Net Installation

Coast Guard Drawing 618 WMEC 613-001, Rev B, Main Mast Rigging Arrg’t & Dets.

Coast Guard Drawing 618 WMEC 622-001, Rev G, Arrgt Dets of Ladders, Gratings Floor Plts

Coast Guard Drawing 618 WMEC 622-002, Rev E, Arrgt Dets of Ladders, Gratings Floor Plts

Coast Guard Drawing 618 WMEC 672-002, Rev D, Storeroom 3rd Deck

Coast Guard Drawing 618 WMEC 801-008, Rev -, Curves of Form

Coast Guard Drawing 618-WMEC 633-001, Rev B, Major Maintenance Availability Hull Protectors

Coast Guard Drawing 627 WMEC 562-003, Rev A, “A” & “B” Class Rudder Construction

Coast Guard Drawing FL 184-002, Rev A, SS60 Transducer Install Adapter Assy

Coast Guard Drawing FL 6701-221, Rev R, SIRVSS & CVRS BWDs & Installation Details

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

NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck viii (Rev-0)

NAVSEA Drawing 803-2145807, Rev C, Propulsion Shafting and Components

NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual

Coast Guard Technical Publication (TP) 2837, Section 581-A, Dec 2010, Capstan-Windlass Model X-

Coast Guard Technical Publication (TP) 3231A, Oct 2019, Manufacturer’s Instruction Book-SWBS

Group(s) 242-245, Chapter 243, Section B, Stern Tube Seal, MX9, US-71736 (S/A 210R-A-021)

Coast Guard Technical Publication (TP) 3231A, SWBS 245, Section A, Oct 2019, Controllable Pitch

Propeller Double Crank, Liaaen

Coast Guard Technical Publication (TP) 3240A, Mar 2016, Manufacturer's Instruction Book -SWBS 581, Section A, Anchor Windlass, 20/5 HP

Coast Guard Technical Publication (TP) 3446, May 2013, Doppler Speed Log, Model SRD-500 Dual

Axis

Coast Guard Technical Publication (TP) 4648, SWBS 233, Apr 2022, Main Propulsion Plant

Coast Guard Technical Publication 3231A_242_A, Shafting Coupling Mounting and Dismounting

Coast Guard Technical Publication E-424-027, 2012, SOUNDER, DEEP WATER - MODEL DF3200

Coast Guard Technical Publication, 4039, SWBS 443, Whistle Timer, Models M-522 and M-411, Installation, operation and Maintenance Instructions

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), 2022, General

Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2022, Overhaul AC

Electrical Motors In-Shop

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 5000 (SFLC Std Spec 5000), 2022, Inspect, Repair, and Test Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures

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 ix (Rev-0)

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2022, Temporary

Hull Accesses

OTHER REFERENCES

Actisense Data Multiplexer NDC-4 Full User Manual

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects

American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2020, Recommended Practice for

Personal Qualification and Certification in Nondestructive Testing

American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and

Welding End

ASTM D5162, 2021, Standard Practice for Discontinuity (Holiday) Testing of Nonconductive Protective

Coating on Metallic Substrates

ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) D5363, 2016, Standard Specification for Anaerobic Single-Component

Adhesives (AN)

ASTM International (ASTM) F992, 2017, Standard Specification for Valve Label Plates

Code of Federal Regulations (CFR) Title 29, Part 1915, Occupational Safety and Health Standards for

Shipyard Employment

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-

Petrolatum

DS60 Doppler Speed Log Operator’s Manual

Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert

Federal Specification (Fed Spec) RR-C-271, Rev E, Dec 2010, Chain and Attachments, Welded and

Weldless

IME/72640-G1, FURUNO DS60 Doppler Speed Log Installation Manual

International Standard Organization (ISO) 4406, 2017, Hydraulic Fluid Power – Fluids – Method for

Coding the Level of Contamination by Solid Particles – Third Edition

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 PRF-16173, Oct 2017, Corrosion Preventive Compound, Solvent Cutback, Cold-Application

MIL-A-18001, Dec 2015, Anodes, Sacrificial Zinc Alloy

MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning

MIL-PRF-17672E, Oct 2012, Hydraulic Fluid, Petroleum, Inhibited

MIL-PRF-24647, Jan 2018, Paint System, Anticorrosive and Antifouling, Ship Hull

MIL-S-45180, 1998, Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant x (Rev-0)

MIL-STD-2191, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main

Propulsion Shafting

MIL-STD-2199B (SH), Jan 2020, Coverings for Waterborne Main Propulsion Shafting on U.S. Naval

Surface Ships and Submarines

NAVSEA S9243-AW-TRS-011/SHAFT, Rev 1, June 2015, Technical Repair Standard for Surface Ships

Main Propulsion Shafting Refurbishment Procedures

NAVSEA Technical Manual S9245-AR-TSM-010, December 2012, Marine Propeller Inspection, Repair, and Certification

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, 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

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.11 (SSPC-SP 11), 2012, Power-Tool Cleaning to Bare Metal

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.5, 2002, Surface Preparation and Cleaning of Metals by

Waterjetting Prior to Recoating

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 xi (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)

10 Y **Propeller shaft NSN: 2010-01-459-5795 2 ea. 113,000.00

13 N Inboard stern tube seal sleeve

NSN: 2010-01-350-8399 2 ea. 2,485.00

13 N Outboard stern tube bearing sleeve

NSN: 2010-01-350-5034 2 ea. 3,792.00

15 N Overhaul kit NSN: 5330-01-527-1036 PN:

JCL001228-001

2 kt. 34,434.56

15 Y **Seal Assy NSN: 2040-01-350-5468 PN:

US71736

2 ea. 78,813.64

15 N **Seat, Split NSN: 2010-01-361-7722 PN:

H71736/6

2 ea. 13,729.35

17 N Stern tube bearing NSN: 3120-01-358-1048 PN:

618WMEC-4301-4-D PIECE

#22

2 ea. 7,726.67

17 N **Aft strut bearing

(PN: PIECE #1)

NSN: 3120-01-233-3262 PN:

615WPC-4302-1

2 ea. 11,055.62

17 N **Intermediate strut bearing (PN: PIECE

#2)

NSN: 3120-01-115-3451 PN:

615WPC-4302-1

2 ea. 11,256.39

20 N Servo Box seal kit

(NOTE: Parts may require machining for proper fit.)

NSN: 5330-01-476-2026 2 kt. 11,000

20 N Hub Seal Kit NSN: 2010-01-602-8461 2 ea. 6,524.50

20 Y **OD Box Valve spool and Sleeve

NSN: 4810-01-297-1740 2 ea. 19,712

20 Y **OD Box Outer telescope tube

NSN: 3040-01-146-1119 2 ea. 9,593.00

20 Y **Port Propeller Blades

(R/H)

NSN: 2010-00-906-6009 1 set 33,090.26

20 Y **Starboard Propeller

Blades (L/H)

NSN: 2010-00-906-6010 1 set 33,090.26

20 N **Propeller Blade

Bolts

NSN: 5306-01-201-0438 48 ea. 1,900.02

21 N **Hub Seal Kit NSN: 2010-01-602-8461 1 ea. 6,524.50

23 N ***Fathometer

Transducer, Shallow

Water

NSN: 5845-01-668-2181 PN:

SS60

1 ea. 1,884.26

26 N Upper Roller Bearing

Assembly

NSN: 3110-01-080-0814 2 ea. 2,300.00

26 N Lower Micarta Split

Bearing Assembly (9-

NSN: 3120-01-148-3763 2 ea. 2,429.00 xii (Rev-0)

3/8"ID x 10-1/8"OD x

14" Lg)

26 N **Rudder stock sleeve NSN: 2040-01-653-9587 2 ea. 4,429.00

32 Y *Transducer Cover

Plate

PN: FL-184-002, DET 15-E 1 ea. 50.00

34 N DS60 Doppler Speed

Log Install Kit

PN: DS6-60 Kit (V)4 NSN:

6605-01-F18-5390

1 kt. 28,000.00

34 N Hull ring PN: DS-661-1 NSN: 5340-01-

F19-5622

1 ea. 350.00

35 N Whistle Timer NSN: 6645-01-564-0569 PN:

M-522

1 ea. 1,326.00

35 N Cable, Power, Electrical, Type

DSGU-4

NSN: 6145-01-202-2795 245 ft. 325.85

35 N Cable, Power, Electrical, Type

TSGU-4

NSN: 6145-01-201-9498 125 ft. 207.50

35 N Cable, Power, Electrical, Type FSGU-

NSN: 6145-01-210-2344 30 ft. 54.30

36 N Stud Link Anchor

Chain

4650011 14 ea. 207,900.00

36 N Detachable Connecting

Link

4670011 12 ea. 17,280.00

36 N Wild Cat, 1 3/8 DI

LOK CHAIN

PN: JA-1595000 2 ea. 90,377.90

36 N Locking Ring, Left

Hand, X

PN: JB-8268-2 2 ea. 58,386.94

43 N Strainer, Sediment 4730-01-362-1254 2 ea. 37,772.00

47 Y **Propeller Shaft

Assembly

NSN: 2010-01-459-5795 2 ea. 113,000.00

48 Y **Hub Assembly

(R/H)

NSN: 2010-01-141-3494 1 ea. 90,219.50

48 Y **Hub Assembly (L/H) NSN: 2010-01-143-5217 1 ea. 87,439.00

48 N **Hub Change-out Kit NSN: 2010-01-630-1155 1 ea. 6,500.00 *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 xiii (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 3.2.6.1.4

(Inspection report particulars)):

Work

Item Title

1 Hull Plating, Side Scan, Ultrasonic Testing

2 Hull Plating, U/W Body, Ultrasonic Testing

3 U/W Body, Preserve, 100 percent

5 Appendages (U/W), Preserve (Internal) and Leak Test

7 Voids (Non-Accessible), Preserve (Internal) and Leak Test

10 Propulsion Shafting; Remove, Inspect, and Reinstall

Propulsion Shaft Seal (Mechanical And Inflatable) Assemblies, Inspect And Repair Or

Renew

16 Propulsion Shaft Bearings, External, Check Clearances

17 Propulsion Shaft Bearings, External, Renew

19 Controllable Pitch Propellers, Clean and Inspect

20 Controllable Pitch Propeller (CPP) System, Inspect and Service

25 Sea Strainers, Duplex, All Sizes, Overhaul

26 Rudder Assembly, Remove, Inspect And Reinstall

36 Anchor Windlass Wildcat, Renew

38 Side Shell/Hull Crop, Renew

39 Hull Plating/Stringer Crop, Renew

41 MSD Space Deck and Bilge, Preservation

42 OWHT Crop and Renew

44 Shell Plating and Longitudinals, Crop, Renew

47 Propulsion Intermediate Shafts; Remove, Inspect, and Reinstall xiv (Rev-0)

Principal Characteristics

210' WMEC (A-CLASS)

PHYSICAL

Length overall 210' 6"

Length between perpendiculars 200' 0"

Beam molded 34' 0"

Depth molded, main deck amidships 19' 6"

Full load displacement 1,170 long tons

Draft, full load to baseline amidships

*Baseline is 9” below keel amidships

12' 0"

Design drag between perpendiculars 1' 6"

Highest projection above baseline

*VHF-FM ADF antenna

90' 0"

Shore tie voltage requirements 400A / 440V

Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 16-251-CE Diesel Engines, 5,000 BHP total

Ship's service generators 2 Caterpillar Model 3406B Diesel-driven SR4, 250 KW each @ 0.8 power factor, 440VAC, 3 phase, 60 cycle

Emergency generator Caterpillar Model 3306B Diesel-driven SR4, 180 KW @ 0.8 power factor, 440VAC, 3 phase 60 cycle

Number of propellers 2

Propeller diameter 7' 6"

Number of blades, Each 4

Pitch Controllable

Shaft RPM 300

Shaft diameter 8.25" at exit of hull

Anchor & chain Two 2,800 lb Navy Stockless Anchors, 7 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 47,140 gal.

Fresh water total (100%) 11,135 gal.

JP-5 fuel total (95%) 4,717 gal.

Lube oil total (95%) 2,331 gal.

1 (Rev-0)

00000_0824_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), 2022, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, 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

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.

2 (Rev-0)

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 Fire watch requirements. The Contractor must refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec

0000, in accomplishing the following task:

• Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

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 (Rev-0)

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

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

4 (Rev-0) will appear here.

3.7.1 None.

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 I/Banana) Gauge Is Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

4.2 Tank and Void Assessment form.

12 (Rev-0)

13 (Rev-0)

11000_SideScan_ESD_0723_FLT

REC_11000_Side_Scan_FLT_210 WMEC ‘A’ Class (ALL) (0323)

WORK ITEM 1: Hull Plating, Side Scan, Ultrasonic Testing

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform thickness measurements of underwater (u/w) hull plating by ultrasonic side scan method.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 618 WMEC 111-001, Rev G, Shell Expansion Framing & CVK

Coast Guard Drawing 618 WMEC 117-002, Rev B, Aft Peak Framing, Fr. 188-Stern

Coast Guard Contract Guidance Drawing 618 WMEC 111-006, Rev -, Expanded Shell/Gen

Arrg’t Overlay for Shell Survey, 615-19 All “A” Class Except 618

Coast Guard Contract Guidance Drawing 618 WMEC 111-007, Rev -, Expanded Shell/ Gen

Arrg’t Overlay for Shell Survey, 618 Active Only

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2020, Recommended

Practice for Personal Qualification and Certification in Nondestructive Testing

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 Side scan requirements and procedures.

14 (Rev-0)

3.1.2 Tech Rep.

Not applicable.

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).

3.1.4 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:

• Hull zinc anode system

• Docking blocks

3.2 Work coordination and preparation. The Contractor must plan all specified vessel work detailed in this specification package to ensure the side scan survey does not necessitate a work stoppage. The

Contractor must abide by the following guidance, to facilitate the ultrasonic survey:

• Ensure that all u/w body surface preparation and primer coat application tasks are completed within ten days of lifting the vessel.

• Provide a continuous supply of fresh water at .50 gpm within 50 feet of the vessel with standard hose bib fitting.

• Provide 110 VAC electrical power, and scaffolding or other suitable means of access to bring inspection personnel within one foot of all the body surface inspection areas that are five feet above ground level.

• After completion of the hull survey, and authorized hull repairs, resume/complete u/w body preservation process by applying the second coat of the anti-corrosive coating system, and all anti-fouling paint coats.

• Pay close attention to manufacturer’s recommended practices in regards to paint system overcoat time limitations and required degree of surface cleanliness prior to resuming u/w body coating application.

3.3 Side scan requirements and procedures. The Contractor must ensure the following referring to the

Coast Guard drawings listed in Section 2 (References) herein as guidance during the performance of the tasks specified below and submit a CIR.

3.3.1 Testing company and personnel. Provide the services of a qualified ultrasonic testing company, with suitable side scan equipment, to conduct a “Scanning Crawler Automated Test” of the vessel’s u/w hull plating for the presence of metal corrosion and deterioration. Ensure the following:

• All scanning operations are completed by personnel meeting the personnel qualification and certification, as required by contractor process. This contractor-developed personnel qualification and certification process must meet, at a minimum, ASNT Recommended

Practice No. SNT-TC-1A.

• An ASNT Level III Analyst is on site, to oversee the project and evaluate the collected data.

• An ASNT Level III or II Analyst is on site, to verify with a hand held gauge all areas on the hull identified as thinner than the specified criteria, in order to expedite all repair procedures.

• Qualified personnel are provided to complete all on-site corrosion inspections.

3.3.2 Coast Guard notification.

15 (Rev-0)

3.3.2.1 Provide a daily update to the COR on all areas inspected and potential issues or schedule changes.

3.3.2.2 Notify the COR at least 3 days prior to completion for an onsite review of readings and repair areas.

3.3.3 Scanning parameters. Use the following parameters during the course of this inspection:

• Automated scanning resolution must be set to 0.5” x 0.5”

• Plates where scan data indicating wastage greater than or equal to 25% nominal plate thickness must be highlighted in “RED” and designated “repair areas”.

• Plates where scan data indicating wastage greater than or equal to 15% to 24% of nominal plate thickness must be highlighted in “YELLOW”.

• Plates where scan data indicating wastage less than 15% of nominal plate thickness must be highlighted in DARK GREEN.

• Hand held UT readings must be taken to verify bad metal areas found with the side scan equipment. All readings must be provided to the COR and the lowest reading marked on the hull at the bad metal location.

• Areas that are accessible but cannot be reached by the automated scanner must be scanned with a hand-held meter at a resolution of 2” x 2”. Any repair areas found during the hand scan must be marked on the ship’s hull and their approximate positions recorded on the plate drawings and report summary.

3.3.3.1 Any scanning parameter or scope of work changes, including deviations to the color scheme specified above, must be approved by the KO.

3.3.3.2 The “echo-to-echo” technique, or use of multiple backwall echoes to exclude coating thickness, is not authorized due to unreliability in this application.

3.3.4 Ensure that the side scan inspection area includes the Port, Starboard, and Transom exterior shell plate below the water line, but excludes the following list.

• Areas under and within 6-inches of blocks and side blocks (areas that are accessible 6 inches from blocks and side blocks must be hand scanned.)

• Areas up to 6-inches around any obstacle on the hull including sea suctions, discharges, rudderposts, knuckle, bow stem, stabilizer tubes, and stern tubes, as applicable.

•…