ATTACHMENT 7. SPECS WAESCHE (WMSL 418) DS FQ4 DAR 24R0.pdf

USCGC WAESCHE (WMSL 751)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2024

Developed By: David A Robbins

(Rev-0, 20 March 2024)

USCGC WAESCHE (WMSL-418) DOCKSIDE AVAILABILITY FY2024

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .............................................................................. viii Consolidated List of Critical Inspection Items .......................................................................................... xiii Principal Characteristics ............................................................................................................................. xiv General Requirements WORK ITEM 1: Tanks (Lube Oil) Main Engine Leak 5-60-0-F, Clean and Inspect WORK ITEM 2: Tanks (Lube Oil) Main Engine Leak 5-60-0-F, Preserve (Full) WORK ITEM 3: Tanks (Aviation Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 4: Tanks (Aviation Fuel Stowage and Overflow), Preserve (Partial) WORK ITEM 5: Tanks (Water Mist #1) 1-28-5-W, Clean and Inspect WORK ITEM 6: Tanks (Water Mist #1) 1-28-5-W, Preserve (Partial) WORK ITEM 7: High Purity Water Tank, Clean And Inspect WORK ITEM 8: SSDG Flexible Hoses, Renew WORK ITEM 9: Air Compressor Flexible Hoses, Renew WORK ITEM 10: Fuel Oil Purifier Flexible Hoses, Renew WORK ITEM 11: Folding Boom Crane Flexible Hoses, Renew WORK ITEM 12: Folding Boom Crane HPU Flexible Hoses, Renew WORK ITEM 13: Miscellaneous System Relief Valves, 5 Year Certification WORK ITEM 14: Cargo Handling Elevator, Inspect and Repair WORK ITEM 15: Stern Boat Launch and Recovery, Level II WORK ITEM 16: Flight Deck Nets, Overhaul, Five Year WORK ITEM 17: Tenting (Flight Deck), Provide WORK ITEM 18: Deck Covering (Slip-Resistant) Flight Deck, Renew WORK ITEM 19: Air Conditioning Plants, Groom WORK ITEM 20: Fire Prevention, Provide iii (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.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 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-530-001, Rev C, Potable Water System Diagram Coast Guard Drawing 418A-WMSL-540-001, Rev B, Fuel Oil Diagram Coast Guard Drawing 418A-WMSL-540-002, Rev A, Diesel Eng and Gas Turb LO Fill, Trans, & Service

Sys Coast Guard Drawing 418A-WMSL-542-001, Rev B, JP-5 System Diagram Coast Guard Drawing 418A-WMSL-551-001, Rev A, Compressed Air Diagram Coast Guard Drawing 418A-WMSL-555-001, Rev A, AFFF System Diagram Coast Guard Drawing 418A-WMSL-612-001, Rev A, Certified Flight Deck Nets Installation and Updates Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-003, Rev A, Compartment Areas & Volumes NSC 1 & NSC 2

(Only) (ASC085012) Coast Guard Drawing 750-WMSL-085-020, Rev A, Tank Capacity Curves (WMSL-751 Only)

(ASC085013B)

Coast Guard Drawing 750-WMSL-100-020, Rev K, Unit 1340 Structure – Main Deck To 01 Level – Fr

22 To Fr 35 (ASC100134) Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure - Inner Bottom - Fr 52 to Fr 64

(ASC100230)

Coast Guard Drawing 750-WMSL-100-039, Rev M, Unit 3140 Structure Mn Dk to 01 Lvl - Fr 64 to Fr

76 (ASC100314)

Coast Guard Drawing 750-WMSL-100-043, Rev L, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82

(ASC100324)

Coast Guard Drawing 750-WMSL-100-064, Rev B, Topside Configuration (NSC 2 SRD) (ASC100004B) Coast Guard Drawing 750-WMSL-100-036, Rev N, Unit 3110 Structure 1st Platform and Below Frs 65-

77 (ASC100311)

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) Coast Guard Drawing 750-WMSL-501-004, Rev D, Misc Independent Tanks Design and Details and

L/M (ASC501004)

Coast Guard Drawing 750-WMSL-505-001, Rev C, List of Relief Valves (ASC505001) v (Rev-0)

Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation And L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002) Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram (ASC520001) Coast Guard Drawing 750-WMSL-520-027, Rev B, Seawater Cooling System Diagram Selected Record

Drawing NSC 7 Coast Guard Drawing 750-WMSL-520-503, Rev C, Seawater Cooling Mods IWO New Aft Folding

Cranes Coast Guard Drawing 750-WMSL-520-506, Rev F, Auxiliary Seawater Piping Mods FWD of FR 52 Coast Guard Drawing 750-WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750-WMSL-556-080, Rev -, Three Folding Boom Crane Hydraulic Diagram

(ASC556011)

Coast Guard Drawing 750-WMSL-556-503, Rev G, Hydraulic Piping Mods IWO Aft Folding Crane

Install Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002) Coast Guard Drawing 750-WMSL-583-004, Rev K, Stern Launch & Recovery Arrangement & Details

(ASC583004)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3D, Jun 2014, Coatings and Colors

Manual Coast Guard Technical Publication (TP) 7087, Jan 2022, Pressure Relief Valve Coast Guard Technical Publication (TP) 7108A, SWBS 573, Jan 2022, Stores Elevator – Model 20833 –

Operation & Maintenance Manual Coast Guard Technical Publication (TP) 7141, SWBS 555, 2022, Water Mist Fire Suppression System Coast Guard Technical Publication (TP) 7798, SWBS 541, Aug 2022, Fuel Oil Treatment Plant Model

DO

Coast Guard Technical Publication (TP) 7809, SWBS 583, Apr 2023, Boat Retrieval Equipment – Boat

Hoist, Centerline & Carriage Winches 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 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 3020 (SFLC Std Spec 3020), 2022, Overhaul AC

Electrical Motors 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 3100 (SFLC Std Spec 3100), 2022, Inspect, Test and Recondition AC Synchronous Machines In-Place vi (Rev-0)

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2022, Auxiliary Machinery Systems

Surface Forces Logistics Center Standard Specification 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response

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

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

OTHER REFERENCES

American National Standard Institute/American Water Works Association ANSI/AWWA C217, 2017, Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and Fittings for Steel Water Pipeline

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks

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, 2020, Structural Welding Code – Steel American Welding Society (AWS) D3.5, 2000, Guide for Steel Hull Welding ASTM International (ASTM) D1330, 2022, 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, Jul 2017, Occupational Safety and Health

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

Shipyard Employment Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment MIL-C-24757, Nov 1990, Cloth, Fiberglass, Coated MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24667D, 2021, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure National Fire Protection Association (NFPA) 25, 2017, Standard for the Inspection, Testing, and

Maintenance of Water-Based Fire Protection Systems Naval Air Warfare Center (NAVAIR) NAEC ENG 7576, Shipboard Aviation Facilities Resume, Jan

Naval Sea System Command (NAVSEA) Technical Manual (TM) S6435-TP-MMI-010, Rev 5, Angle

Relief Valves BCS Series for Air/Gas Service Naval Sea Systems Command (NAVSEA) 0640-LP-119-0175, 2019, NAVSEA OP 4 Rev 12, Ammunition and Explosives Safety Afloat vii (Rev-0)

Naval Sea Systems Command (NAVSEA) Technical Manual (TM) S6435-TL-MMI-010, Rev 9, Angle Relief Valve – Type D50

Naval Sea Systems Command (NAVSEA) Technical Manual (TM) S6435-UU-MMO-010, Rev 5, Angle Relief Valve – Model D50FF

NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for Fabrication, Welding, and Inspection of Submarine Structure

Society of Automotive Engineers (SAE)/Aerospace Material Specification (AMS) C 6183, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

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), 2016, Bare Metal 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, Bare Metal Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 6 (WAB)/NACE WAB-3, 2015, Commercial Abrasive Blast Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2017, Waterjet Cleaning of Metals – Light Cleaning viii (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)

11 N HOSE ASSEMBLY

(S.S) 1.00 ID X 81 IN.

LG SWIVEL “1” TO

PRESSURE

MANIFOLD "P-A-IN"

PN: YMD12291 3 ea. 959.00

11 N HOSE ASSEMBLY

(S.S) 1.00 ID X 82 IN.

LG SWIVEL “2” TO

PRESSURE FILTER

MANIFOLD "P-B-IN"

PN: YMD12291 2 ea. 961.00

11 N HOSE ASSEMBLY

(S.S) 1.00 ID X 111

IN. LG SWIVEL “3”

TO CONTROL

VALVE "T1/T2"

PN: YMD12291 2 ea. 1049.00

11 N HOSE ASSEMBLY

(S.S) 0.50 ID X 124

IN. LG SWIVEL “4”

TO DRAIN

RESERVOIR "DR-

OUT"

PN: YMD12290 3 ea. 441.00

11 N HOSE ASSEMBLY

(S.S) 0.50 ID X 136

IN. LG SWIVEL “5”

TO DRAIN

RESERVOIR VENT

PN: YMD12290 3 ea. 449.00

11 N HOSE ASSEMBLY

(S.S) 0.38 ID X 83 IN.

LG SWIVEL “6” TO

PRESSURE FILTER

MANIFOLD "PP-IN"

PN: YMD12289 3 ea. 316.00

11 N HOSE ASSEMBLY

(S.S) 0.375 ID X 112

IN. LG PRESSURE

FILTER MANIFOLD

"PP-Out" TO

CONTROL VALVE

"X"

PN: YMD8960 3 ea. 242.00

11 N HOSE ASSEMBLY

(S.S) 1.0 ID X 109 IN.

LG PRESSURE

FILTER MANIFOLD

"P-B-OUT" TO

PN: YMD8964 2 ea. 728.00 ix (Rev-0)

CONTROL VALVE

"P2"

11 N HOSE ASSEMBLY

(S.S) 1.0 ID X 109 IN.

LG PRESSURE

FILTER MANIFOLD

"P-A-Out" TO

CONTROL VALVE

"P1"

PN: YMD8964 3 ea. 728.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 62 IN.

LG CONTROL

VALVE "LUFF A" TO

LUFF CYLINDER "E"

PN: YMD8963 3 ea. 419.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 80 IN.

LG CONTROL

VALVE "LUFF B" TO

LUFF CYLINDER "R"

PN: YMD8963 3 ea. 445.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 46 IN.

LG CONTROL

VALVE "SWING A"

TO SWING C.B.

VALVE "VB"

PN: YMD8963 2 ea. 395.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 46 IN.

LG CONTROL

VALVE "SWING B"

TO SWING C.B.

VALVE "VA"

PN: YMD8963 2 ea. 395.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 127

IN. LG CONTROL

VALVE "WINCH A"

TO WINCH PIPE

RUN

PN: YMD8963 2 ea. 507.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 127

IN. LG CONTROL

VALVE "WINCH B"

TO WINCH PIPE

RUN

PN: YMD8963 2 ea. 507.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 87 IN.

LG WINCH PIPE

RUN TO WINCH

BRAKE VALVE "A"

PN: YMD8963 2 ea. 454.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 87 IN.

PN: YMD8963 2 ea. 454.00 x (Rev-0)

LG WINCH PIPE

RUN TO WINCH

BRAKE VALVE "B"

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 147

IN. LG CONTROL

VALVE "JIB A" TO

JIB CYLINDER "E"

PN: YMD8963 3 ea. 534.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 155

IN. LG CONTROL

VALVE "JIB B" TO

JIB CYLINDER "R"

PN: YMD8963 2 ea. 544.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 127

IN. LG CONTROL

VALVE "TELE. A"

TO PIPE RUN

PN: YMD8963 3 ea. 507.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 127

IN. LG CONTROL

VALVE "TELE. B"

TO PIPE RUN

PN: YMD8963 3 ea. 507.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 87 IN.

LG PIPE RUN TO

TELE. CYLINDER

"E"

PN: YMD8963 2 ea. 454.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 87 IN.

LG PIPE RUN TO

TELE. CYLINDER

"R"

PN: YMD8963 2 ea. 454.00

11 N HOSE ASSEMBLY

(S.S) 0.375 ID X 87

IN. LG WINCH ELR

VALVE "ELR" TO

PIPE RUN

PN: YMD8960 2 ea. 227.00

11 N HOSE ASSEMBLY

(S.S) 0.375 ID X 144

IN. LG PIPE RUN TO

ELR MANIFOLD

"ELR-1"

PN: YMD8960 2 ea. 260.00

11 N HOSE ASSEMBLY

(S.S) 0.375 ID X 82

IN. LG CONTROL

VALVE "D" TO PIPE

RUN

PN: YMD8960 3 ea. 225.00

11 N HOSE ASSEMBLY

(S.S.) 1.00 ID X 102

PN: YMD12291 1 ea. 1032.00 xi (Rev-0)

IN. LG SWIVEL "3"

TO PIPE RUN

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 147

IN. LG CONTROL

VALVE "JIB B" TO

JIB CYLINDER "R"

PN: YMD8963 1 ea. 494.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 124

IN. LG CONTROL

VALVE "WINCH A"

TO WINCH C.B.

VALVE "VB"

PN: YMD8963 1 ea. 503.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 124

IN. LG CONTROL

VALVE "WINCH B"

TO WINCH C.B.

VALVE "VA"

PN: YMD8963 1 ea. 503.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 42 IN.

LG CONTROL

VALVE "SWING A"

TO SWING C.B.

VALVE "VB"

PN: YMD8963 1 ea. 389.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 42 IN.

LG CONTROL

VALVE "SWING B"

TO SWING C.B.

VALVE "VA"

PN: YMD8963 1 ea. 389.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 92 IN.

LG PIPE RUN TO

TELE. CYLINDER

"E"

PN: YMD8963 1 ea. 461.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 92 IN.

LG PIPE RUN TO

TELE. CYLINDER

"R"

PN: YMD8963 1 ea. 461.00

11 N HOSE ASSEMBLY

(S.S) 0.75 ID X 118

IN. LG CONTROL

VALVE "WINCH CT

A" TO CT WINCH "P"

PN: YMD8964 1 ea. 495.00

11 N HOSE ASSEMBLY

(S.S) 1.0 ID X 65 IN.

LG CONTROL

VALVE "T1" TO PIPE

PN: YMD8964 1 ea. 645.00 xii (Rev-0)

RUN

14 N Guide Roller PN: J184796 NSN: 3990-01-

686-7227 4 ea. 2,800.00

14 N Wire Rope PN: J188017 NSN: 4140-01- 686-9981

1 ea. 2,000.00

14 N Wire Rope PN: 188005 NSN: 4010-01- 561-8614

4 ea. 702.00

15 N Spring, Sheave NSN: 5360-01-672-8829 PN:

P2-965-0024

8 ea. 185.00

15 N Pins, Spring NSN: 5315-01-672-8220 PN:

B2-066-0056

8 ea. 400.00

15 N Pins, Cotter NSN: 5315-01-672-8187 PN:

81-E-0628

8 ea. 1.50

15 N Flat Washer, 2 ½” Nominal, TY A 5”OD x 2 5/8” ID x 0.238”

THK

NSN: 5310-01-672-8737 PN:

61-E-16

8 ea. 1.50

15 N Jacking Bolt, Sheave NSN: 5306-01-672-9033 PN:

B2-033-0026

8 ea. 275.00

15 N Lubricating Oil, Gear PN: MOBILGEAR SHC 220 40 gal. 100.00 15 N Carriage Winch Brake

Spring PN: P2-965-0021 Rev A 2 ea. 1,400.00

15 N Centerline Winch Brake Spring

PN: P2-965-0021 Rev A 1 ea. 1,400.00

15 N Centerline Winch Brake Band Mounting

Spring

PN: P2-965-0022 NSN: 5360-

01-598-3504

1 ea. 1,750.00

15 N Centerline Winch Clutch Shoe

PN: A2-084-0004 2 ea. 2,700.00

15 N Centerline Winch Torsional Clutch

Spring

PN: P2-965-0020 1 ea. 950.00

15 Y *CB-OTH Mark IV N/A 1 ea. N/A 15 Y *Long Range

Interceptor II N/A 1 ea. N/A

20 NÂ Resilient mount type 6E2000 Mil Spec MIL-

M-17508, Barry Controls 3114-4

NSN: 5342-00-58-8825 18 ea. 460.00

*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 3.2.6.5 (Inspection report particulars)):

Work Item Title

1 Tanks (Lube Oil) Main Engine Leak 5-60-0-F, Clean and Inspect

2 Tanks (Lube Oil) Main Engine Leak 5-60-0-F, Preserve (Full)

3 Tanks (Water Mist) 1-28-5-W, Clean and Inspect

4 Tanks (Water Mist) 1-28-5-W, Preserve (Partial)

5 SSDG Flexible Hoses, Renew

6 Air Compressor Flexible Hoses, Renew

7 Fuel Oil Purifier Flexible Hoses, Renew

9 Folding Boom Crane HPU Flexible Hoses, Renew

14 Tenting (Flight Deck), Provide

15 Deck Covering (Slip-Resistant) Flight Deck, Renew

16 Machinery Exhaust Stack Insulation, Inspect

18 Decks, Preserve (Partial)

19 Decks, Preserve (Full)

20 Dry Provision Storeroom, Modify

21 Storage Cages, Install xiv (Rev-0)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal

1 (Rev-0)

00000_0623_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) M10360.3D, Jan 2014, Coatings and Colors

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 5550 (SFLC Std Spec 5550), 2022, Fire Prevention and Response Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), Latest Version, Requirements for Preservation of Ship Structures

OTHER REFERENCES

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

Shipyard Employment NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), July 2012, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure

2 (Rev-0)

3. REQUIREMENTS

3.1 General. The Contractor must conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. The requirements in this WI applies to all work under the scope of this contract, whether explicitly stated in all following work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.1.1 The Contractor must conform to all requirements specified in SFLC Std Spec 5550 and in the Fire Protection and Response work item, as applicable, during the performance of this availability.

3.1.1.1 Fire Safety Plan submission. The Contractor must submit a copy of the CFR 1915, Subpart P, Fire Safety Plan with the Contractor’s bid when work will be conducted in a Contractor–owned facility. Include any MOA(s) with local firefighting facilities.

3.1.1.2 Fire Plan submission. The Contractor must submit a copy of the developed availability specific fire plan, as requested in the Fire Protection and Response work item, 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.

3.2 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 fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

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:

3 (Rev-0)

• 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.

3.4.1 HY-130 material substitution. The Contractor must be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B- Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 must be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY- 130.

3.4.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive evaluation (NDE) in accordance with NAVSEA TP 1688. The Contractor must be aware that the welding requirements specified in this document take precedence over paragraph 3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.4.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B- Class” cutters, the Contractor must provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s must be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor must ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 are considered the same as those for welding HY-130.

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

4 (Rev-0) 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 _________.

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).

5 (Rev-0)

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 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.

6 (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/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

NAME OF CG REPRESENTATIVE SIGNATURE UNIT DATE/TIME

7 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK

ITEM # WORK ITEM TITLE

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.

SURFAC

E

AMBIEN

T

ΔT

| DP -

SURFACE |

8 (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/NACE No. 2

SSPC-SP WJ-2/NACE 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/NACE INSPECTOR SIGNATURE CERT. # DATE /

TIME

9 (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/NACE No. 2

SSPC-SP WJ-2/NACE 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)

10 (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)

11 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

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

12 (Rev-0)

4.2 Tank and Void Assessment form.

13 (Rev-0)

14 (Rev-0)

123NN_ANS_0224_751

12333_RTK_0823_418

WORK ITEM 1: Tanks (Lube Oil) Main Engine Leak 5-60-0-F, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect Lube Oil Tanks as listed in Table 1.

TABLE 1 TANKS (LUBE OIL)/PAINTED TANKS

TANKS COMPONENTS INSPECT AREAS

(SQFT)

FLUID RESIDUES

(GALLONS)

Main Engine Leak Tank 5-60-0-F

Overhead & Bulkheads Inner Bottom, Structures

444 34

Note : All information and quantities are approximate for bidding purposes only.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

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-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-003, Rev A, Compartment Areas & Volumes NSC 1 &

NSC 2 (Only) (ASC085012) Coast Guard Drawing 750-WMSL-085-020, Rev A, Tank Capacity Curves (WMSL-751 Only)

(ASC085013B)

Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure - Inner Bottom - Fr 52 to

Fr 64 (ASC100230) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication

Details Ship Wide (ASC167001)

COAST GUARD PUBLICATIONS

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

15 (Rev-0)

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

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, 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, 2020, Structural Welding Code – Steel American Welding Society (AWS) D3.5, 2000, Guide for Steel Hull Welding ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of

Pitting Corrosion Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Society of Automotive Engineers (SAE)/Aerospace Material Specification (AMS) C 6183, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP

11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2017, Waterjet Cleaning of Metals – Light Cleaning

3. REQUIREMENTS

3.1 General.

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

• 3.7 Inspection

3.1.2 Tech Rep. The Contractor must provide the services of Tech Reps and personnels as follows :

• NDE Tech Rep : NDE Operator/Level 1

16 (Rev-0)

3.1.2.1 NDE Tech Rep. The Contractor must provide the services of a qualified and certified NDE Operator/Level 1 as follows:

• Perform NDE Operations.

3.1.2.1.1 Qualifications/certifications. NDE Operator/Level 1 certified and qualified in accordance with ASNT No. SNT-TC-1A. Submit the Tech Rep’s qualifications/certifications to the COR at the Arrival Conference.

3.1.2.1.2 Dates of services. Include the dates of services in which Tech Reps must be on site as per their subcontract documentation.

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 :

• Vapors and gases

• Residual fluids/residues

• Gratings

• Manhole covers

• TLIs

• Sounding tubes

• Piping, hoses, and supports

• Cables, wires, and supports

3.1.4.1 Tank residual fluids. Remove and dispose of all tank residual fluids in accordance with all applicable federal, state, and local laws and regulations.

3.1.5 Work locations. The concerned work areas are listed in Table 1. See the applicable drawings in Section 2 References for guidance, locations, and details.

3.1.6 Materials, tools, and services. The Contractor must provide materials, tools, and services to accomplish the requirements in this work item. New components, parts, materials, and paints with the same color, comparable and matching material properties as the existing components/parts. Use references in Sections 1, 2 and SFLC Std Specs for guidance, required materials, and details.

3.1.7 Safety. The Contractor must provide safety measures as follows :

• Notify the Coast Guard Inspector prior to opening any accesses to the designated tanks. Open all accesses to the designated tanks using non-sparking tools.

• Provide barriers over any open holes in the deck to prevent personnel from falling into open manholes, and post warning signs at the forward, aft, inboard, and outboard sides of all open accesses, while manhole covers are removed. Warning signs must read: “DANGER, COVER

IS REMOVED.”

• Provide adequate explosion proof lighting to illuminate the work area during cleaning and inspection.

17 (Rev-0)

• Provide adequate lighting during night hours to illuminate hazards.

WARNING!

Petroleum products are flammable, combustible, explosive, or toxic. Handle them with proper ventilation, safety, and caution especially for Hotwork.

Empty any fuel tanks underneath and lower fluids in any tanks nearby.

3.1.8 Ventilation requirements. The Contractor must accomplish all requirements of SFLC Std Spec 6310,

3.1.16 (Ventilation requirements for confined spaces) and SFLC Std Spec 0000, 3.3.1.1 (Temporary ventilation) throughout the entirety of this work item.

• Ventilation must be a continuous airflow with a minimum of one complete air change every four (4) hours.

• Provide heated air to maintain the proper temperature during application and cure, if required or necessary.

3.1.9 Work coordination. The Contractor must coordinate the accomplishment of this work item with the following work items:

• Tanks (Lube Oil) Main Engine Leak 5-60-0-F, Preserve (Full)

3.2 Operational test – initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the equipment listed below to demonstrate existing operational condition. Submit a CFR.

• TLIs

3.2.1 TLIs. TLIs must be tested as follows :

• Sensors. Perform an initial operational test of each tank TLIs to demonstrate that each radar…