Juniper DS FY25 - SPEC.pdf

USCGC JUNIPER (WLB 201)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2025

Developed By: Gregory S Gunnels

(Rev-0, 18 June 2024)

USCGC JUNIPER (WLB-225A) DOCKSIDE AVAILABILITY FY2025

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 .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Fire Prevention Requirements WORK ITEM 2: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect WORK ITEM 3: Voids (Accessible, Weather Deck Exposed), Inspect WORK ITEM 4: Tanks, MP Fuel Service, Clean and Inspect WORK ITEM 5: Tanks, Hydraulic Oil Stowage and Service, Clean and Inspect WORK ITEM 6: Tanks, Potable Water, Clean and Inspect WORK ITEM 7: Tanks, Lube Oil, Clean and Inspect WORK ITEM 8: Voids, Accessible, Clean and Inspect WORK ITEM 9: Hydraulically Operated Cargo Hatch, Inspect and Service WORK ITEM 10: Main Diesel Engine, MDE, Exhaust Piping, Commercial Clean WORK ITEM 11: Ship Service Diesel Generator, SSDG, Exhaust Piping, Commercial Clean WORK ITEM 12: Vent Ducts, Engine And Motor Room, All, Commercial Cleaning WORK ITEM 13: Vent Ducts, Galley and Pantry Room, All, Commercial Cleaning WORK ITEM 14: Vent Ducts, Laundry Exhaust, Commercial Cleaning WORK ITEM 15: Vent Ducts, All Other, Commercial Cleaning WORK ITEM 16: Point of Use Potable Water Filters, Install WORK ITEM 17: Potable Water Pneumatic Tanks, Clean and Inspect WORK ITEM 18: Hydraulic Chain Stoppers, Inspect And Service WORK ITEM 19: Crossdeck Winches, Inspect and Service WORK ITEM 20: Hydraulic Inhaul Winch, Inspect And Service WORK ITEM 21: Mechanical Chain Stoppers, Inspect and Service WORK ITEM 22: Warping Capstan, Inspect and Service WORK ITEM 23: Single Point Davit, Inspect and Service WORK ITEM 24: Buoy Crane, Appleton EB600-60-40, Inspect and Service WORK ITEM 25: Grey Water Holding Tanks, Clean and Inspect WORK ITEM 26: Sewage Holding Tanks, Clean and Inspect WORK ITEM 27: Tanks, Grey Water Holding, Preserve, Partial WORK ITEM 28: Tanks (Sewage Holding), Preserve, Partial WORK ITEM 29: Tanks, Potable Water, Preserve, Partial, WORK ITEM 30: Superstructure, Preserve, Partial WORK ITEM 31: Lifelines and Ancillary Fittings, Modify WORK ITEM 32: Deck Covering, Interior, Wet and Dry, Renew WORK ITEM 33: Prototype Controllable Pitch Propeller Fixed Hydraulic Oil Purifier, Replace WORK ITEM 34: SORS Cargo Rail Remove WORK ITEM 35: Compartment Insulation Renew WORK ITEM 36: Boat Deck (Port & Starboard) Removable Lifeline Latches, Modify WORK ITEM 37: Steering Gear Heat Exchanger, Modify 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 225 WLB 573-001, Rev K, Buoy Handling System Arrangement

Coast Guard Drawing 225 WLB 259-001, Rev E, Combustion Intake & Exhaust Diagram

Coast Guard Drawing 225 WLB 259-005, Rev E, Combustion Intake & Exhaust A&D Hull Block 940

Coast Guard Drawing 225 WLB 259-006, Rev F, Combustion Intake & Exhaust A&D Hull Blocks 970 &

Coast Guard Drawing 225 WLB 512-001, Rev G, HVAC Diagrammatic

Coast Guard Drawing 225 WLB 512-007, Rev E, HVAC A&D, Fr 66-92, Innerbttm & 1st Platform

Coast Guard Drawing 225 WLB 528-002, Rev E, Weather Deck Drains Diagram

Coast Guard Drawing 225 WLB 532-002, Rev J, Potable Water System Diagram

Coast Guard Drawing 225 WLB 541-001, Rev J, Fuel Oil System Diagram

Coast Guard Drawing 225 WLB 541-007, Rev D; Incinerator Fuel Oil Service Tank

Coast Guard Drawing 225 WLB 549-001, Rev F, Onboard Lubrication Requirements

Coast Guard Drawing 225 WLB 556-001, Rev K, Hydraulic System Diagram

Coast Guard Drawing 225 WLB 556-052, Hydraulic Piping Installation for Chain Stopper

Coast Guard Drawing 225 WLB 573-002, Rev D, Weight Handling System Arrangement

Coast Guard Drawing 225 WLB 573-004, Rev E, Bi-Dir Ch Stopper With Retractable Roller Stopper

Coast Guard Drawing 225 WLB 601-001, Rev V; General Arrangement Inboard and Outboard Profiles

Coast Guard Drawing 225 WLB 601-002, Rev K, Booklet of General Drawings

Coast Guard Drawing 225 WLB 635-001, Rev J, Hull, Thermal, & Acoustic Insulation Schedule

Coast Guard Drawing 225 WLB 801-005, Rev D, Tank CAPACITY - 95% Curves

Coast Guard Drawing 225 WLB 801-020, Rev A, Tank CAPACITY - 95% Curves (203, 204, 205)

Coast Guard Drawing 225B WLB 556-005, Rev D, Aft Hydraulic System A/D, Fr 66 Aft, Block 950, 970

Coast Guard Drawing 225B-WLB 256-001, Rev P; Seawater Cooling Sys Diagram

Coast Guard Drawing 225B-WLB 505-1, Rev D; General Requirements for Piping Systems

Coast Guard Drawing 225B-WLB 561-001, Rev C, Steering Gear Hydraulic Diagram

Coast Guard Drawing 225B-WLB 561-005, Rev E; Steering Gear Heat Exchanger Replacement

Coast Guard Drawing 225B-WLB 601-001, Rev P, General Arrangements – Inboard and Outboard Profiles

Coast Guard Drawing 225B-WLB 612-001, Rev M, Lifelines, Liferails, and Stanchions v (Rev-0)

Coast Guard Drawing 225B-WLB-597-051, Rev A, SORS Hold Stowage and Handling Fittings

Coast Guard Drawing 225-WLB 111-001, Rev D, Shell Expansion

Coast Guard Drawing 225-WLB 256-001, Rev U; Seawater Cooling Sys Diagram

Coast Guard Drawing 225-WLB 505-1, Rev D; General Requirements for Piping Systems

Coast Guard Drawing 225-WLB 561-001, Rev E Steering Gear Hydraulic Diagram

Coast Guard Drawing 225-WLB 561-005, Rev H; Steering Gear Heat Exchanger Replacement

Coast Guard Drawing 225-WLB 583-052, Rev F, Workboat Davit Installation & Related Modifications

Coast Guard Drawing 225-WLB 601-001, Rev T, General Arrangement, Inbd and Outbd Profiles

Coast Guard Drawing 225-WLB 601-002, Rev T, Booklet off General Drawings

Coast Guard Drawing 225-WLB 612-001, Rev L, Lifelines, Liferails, and Stanchions

Coast Guard Drawing 225-WLB 635-001, Rev J, Hull Thermal & Acoustic Insulation Schedule

Coast Guard Drawing 225-WLB 801-013, Rev D, Midship Section & Typical Sections

Coast Guard Drawing 225-WLB 801-015, Rev D, Scantling, Decks, & Platforms

Coast Guard Drawing 225-WLB 801-016, Rev C, Scantlings, Watertight Bulkheads

Coast Guard Drawing 225-WLB-320-001, Rev AN, Electrical One Line Diagram

Coast Guard Drawing 225-WLB-532-002, Rev J, Potable Water System Diagram

Coast Guard Drawing 225-WLB-532-009, Rev F, Potable Water System A/D FR 69-92 BLOCK 940

Coast Guard Drawing 225-WLB-551-002, Rev K, Control Air System Diagram

Coast Guard Drawing 225-WLB-556-008, Rev F, CPP Hydraulic System Diagram

Coast Guard Drawing 225-WLB-556-010, Rev B, CPP Hydraulic System A/D

Coast Guard Drawing 225-WLB-597-020, Rev B, SORS Hold Stowage and Rail System

Coast Guard Drawing FL 2605-031, Rev D, Mechanical Chain Stopper, 1-7/8" Buoy Chain

Coast Guard Drawing FL 2605-034, Rev D, Mechanical Chain Stopper Repair Kit: 1-7/8", 1-5/8" & 1- 1/4"

Coast Guard Drawing FL 533-001, Rev B, Placard Potable Water Flush

Coast Guard Drawing FL 533-002, Rev -, Point of Use Water Filter Install

Coast Guard Drawing FL 7101-573, Rev L, Buoy Chain Winch Assy Model CW1

Coast Guard Drawing FL-1702-11, Rev -, Inspection of Sheaves

Coast Guard Fleet Drawing FL-2605-029, Rev L, Chain Stopper System – Rising Sheave Assembly

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) 10512, Section 573-A, July 2018, Buoy Handling Crane – Model

EB600-60-40

Coast Guard Technical Publication (TP) 11101, SWBS 583, Section A (SWBS 583A), Davit, Single Point Slewing Arm Model - RAD30 - 15.5 (BMD-710)

Coast Guard Technical Publication (TP) 3498, Section A, Jul 2015, Buoy Chain Winch

Coast Guard Technical Publication (TP) 3519, 01-AUG-2021, Membrane Based Portable Lube & Hydraulic Oil Purifier & Dehydrator Cart – Models PHX-C4-AC2G, PHX-C4-AC2H, PHX-C8- AC2H MSC Filtration Technologies vi (Rev-0)

Coast Guard Technical Publication (TP) 3555, 21-May-1996, Steering Gear Systems

Coast Guard Technical Publication (TP) 3558, Apr 2008, Manufacturer’s Instruction Book-SWBS Group(s) 573, Section B, Cross Deck Winch – Model BMD-471

Coast Guard Technical Publication (TP) 3559, Section 582A, Apr 2009, Aft Capstan, 21” - Model BMD-

Coast Guard Technical Publication (TP) 3717, Jun 2003, Hydraulic Cargo Hatch

Coast Guard Technical Publication (TP) 3749, 26-APR-05, 1-7/8 Inch ATON Mechanical Chain Stopper

Coast Guard Technical Publication (TP) 3796, Section A, Aug 2006, Galley Hood – Model NBDL-60 (13’-4”)

Coast Guard Technical Publication (TP) 3939, SWBS 573-A, Apr 2007, Rising Sheave Chain Stopper

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

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0850), Jun 2009, General Requirements for Drawing Preparation

Surface Forces Logistics Center Standard Specification 3041, (SFLC Std Spec 3041) 2022 Edition, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042, (SFLC Std Spec 3042) 2022 Edition, Shipboard Electrical Cable Removal, Relocation, Splice, Repair and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2020, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 5100 (SFLC Std Spec 5100), 2020, Clean Shipboard Ventilation Systems

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

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

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2020, Install Interior Deck Covering Systems

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

OTHER REFERENCES

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2019, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2015, Drinking Water System Components - Health Effects

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

ASTM International (ASTM) D5363, 2008, Standard Specification for Anaerobic Single Component Adhesives (AN)

Code of Federal Regulations (CFR) Title 29, Part 1915, 2022, Occupational Safety and Health Standards for Shipyard Employment vii (Rev-0)

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

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

MIL PRF-16173E INT AMD 1, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application

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

MIL-PRF-24176 , Oct 2004, Cement, Epoxy, Metal Repair And Hull Smoothing (Metric)

MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant

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

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, 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. SSPC-SP 12/NACE No.5, Surface Preparation and Cleaning of Steel & Other Hard Materials by High and Ultrahigh Pressure Water Jetting Prior to Recoating 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)

16 N Water Filter Assembly PN: DWS160-L (3M) NSN:

(ACN) 44330-01-F20-5959

9 ea. 160.00

16 N Water Filter Element PN: 56134-44 (3M) 9 ea. 180.00 16 N Placard - Potable

Water Flush N/A 29 ea. 50.00

18 N Repair Kit Assembly NSN: 2040-01-496-9418 2 ea. 1,968.67 18 N Rod Seal Repair Kit

(FL-2605-29 PC#37)

NSN: 2040-01-496-9422 2 ea. 3,030.07

18 N Repair Kit, Cable Chain (Includes Pads)

(FL-2605-29 PC#36)

NSN: 3020-01-538-0684 16 ea. 257.99

18 N Cylinder Assembly Actuating, Linear

NSN: 3040-01-496-9424 2 ea. 1,969.24

19 N Hand Pump SS NSN: 4320-01-517-1444 1 ea 1,499.66 19 N Pressure Gauge -

Model BMD-471 NSN: 6685-01-437-2519 4 ea 43.79

19 N Wire Rope Assembly NSN: 4010-01-643-2077 4 ea 900.00 19 N Hydraulic Brake

Repair Kit - Model

BMD-471

NSN: 3950-01-526-9090 4 ea. 913.00

19 N Counterbalance Valve

- Model BMD-471

NSN: 4810-01-353-0586 4 ea. 150.00

19 N Shuttle Valve - Model

BMD-471

NSN: 4820-01-317-2748 4 ea. 35.00

19 N Hydraulic Motor Seal Kit - Model BMD-471

NSN: 5330-01-475-4566 8 ea. 84.00

19 N Clutch Shoe - Model

BMD-471

NSN: 4910-01-475-4125 4 ea. 56.90

19 N Drum Bushing - Model

BMD-471

NSN: 3950-01-631-0884 8 ea. 272.00

19 N Shaft Bushing - Model

BMD-471

NSN: 3950-01-631-0771 4 ea. 298.00

19 N Gearbox Seal Kit (For Winch Gearbox

Assemblies) - Model

BMD-471

NIIN: XFC343225 PN: YMD-

8194-R

4 ea. 70.00

19 N Control Station Repair Parts. Kit

NSN: 6110-01-644-9898 4 ea. 438.00

19 N Flag Block Pivot Bearing

NSN: 3110-01-644-9905 4 ea. 675.00

19 N Flag Block Bearing Cup, Sheave

NSN: 3110-01-644-9670 4 ea. 231.00 ix (Rev-0)

19 N Flag Block Bearing Cone, Sheave

NSN: 3110-01-013-4036 4 ea. 182.00

19 N Seal NSN: 5330-01-287-2826 4 ea. 104.00 19 N Manifold Repair Kit PN: YMD-8192-R 4 ea. 551.00 20 N Roller bearing Unit NSN: 3130-01-504-4363 2 ea. 4,012.00 20 N Grease seal NSN: 5330-01-462-5544 4 ea. 79.25 20 N Level wind pivot bushing NSN: 3120-01-621-2293 1 ea. 1,139.00

20 N Level wind thrust bearing

NSN: 3120-01-621-2300 2 ea. 483.30

20 N Rexroth DCV NSN: 4810-01-507-0037 1 ea. 208.29 20 N Rexroth Sandwich

Flow Control NSN: 4810-01-505-9289 1 ea. 250.00

20 N Sun Sandwich Relief Valves

NSN: 4820-01-439-2451 2 ea. 900.00

20 Y Level Wind Hydraulic Cylinder

NSN: 3040-01-441-3721 1 ea. 7,423.00

20 N 3:1 Pilot Ratio, Vented Counterbalance Valve

Assembly

NSN: 4820-01-563-5841 1 ea 98.70

20 N Fully Adjustable Needle Valve

NSN: 4820-01-416-0579 1 ea 48.75

20 N Wire Rope Assembly NSN: 4010-01-646-6972 1 ea. 500.00 20 Y **Hydraulic Motor NSN: 4320-01-445-2248 1 ea 23,998 20 N **Pump, Hydraulic

Ram, Hand Driven NSN: 4320-01-286-4065 1 ea. 419.77

20 N **Cylinder Pin NSN: 5315-01-515-9847 1 ea 500.00 20 N **Cylinder Pin NSN: 5315-01-515-9912 1 ea 520.00 21 N Hardware Kit, Pins NSN: 2030-01-485-7209 2 ea. 528.47 21 N Hardware Kit, Mechanical NSN: 2030-01-485-7215 2 ea. 538.91

23 N Swing Brake Seal Kit NSN: 5330-01-390-3514 PN:

90-016-2011

2 ea 68.45

23 N Swing Brake Disc Kit NSN: 3010-01-464-1040 PN:

90-016-2131

2 ea 187.20

23 N Swing Holding Valve NSN: 4820-01-466-4918 PN:

CBEA-LHV-YHL (Sun

Hydraulics)

1 ea 251.50

23 N Wire Rope Assembly NSN: 4010-01-620-9604 PN:

JWCG062100PL

1 ea 660.00

24 N Main Fall Wire Rope NSN: 4010-01-486-0047 PN:

JWCG13001919PL

1 2,642.00

24 N Aux Fall Wire Rope NSN: 4010-01-594-2228 PN:

JWCG75200637PL

1 805.32

*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 x (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

2 Tanks, MP Fuel Stowage and Overflow, Clean and Inspect

3 Voids (Accessible, Weather Deck Exposed), Inspect

4 Tanks, MP Fuel Service, Clean and Inspect

9 Hydraulically Operated Cargo Hatch, Inspect and Service

18 Hydraulic Chain Stoppers, Inspect And Service

19 Crossdeck Winches, Inspect and Service

20 Hydraulic Inhaul Winch, Inspect And Service

21 Mechanical Chain Stoppers, Inspect and Service

22 Warping Capstan, Inspect and Service

23 Single Point Davit, Inspect and Service

24 Buoy Crane, Appleton EB600-60-40, Inspect and Service xi (Rev-0)

PRINCIPAL CHARACTERISTICS

225' WLB (A-CLASS)

PHYSICAL

Length overall 225' 0" Length between perpendiculars 206' 0" Maximum beam 46' Designed draft 13' 0" Full load displacement 1929.74 Long Tons SW Light ship displacement 1544.38 Long Tons SW Minimum operating displacement 1906.70 Long Tons SW Mast height (above 12' waterline) 67' 5" Anchor Two 4000 lb standard Navy stockless anchors, 8 shots each, port and starboard, 1-

3/8 die lock chain

HULL

Bilge keels (port & starboard) Frames 42-79 Frame spacing FR 0 to 12 21" FR 12 to 30 22" FR 30 to 102 24"

MACHINERY

Main propulsion Diesel Reduction Diesel engines Two Caterpillar 3608, TA, 3100 BHP each @ 900 RPM Number of propellers 1 Number of blades 4 Diameter 10' Pitch Controllable

RPM 254

Ship's service diesel generators Two Caterpillar 3508 TA, 450 KW Emergency diesel generator One Caterpillar 3406 DITA, 280 KW Shore tie Two 450 VAC, 400 Amp, 3-wire Shaft bearing, forward Cooper Bearing 01-BCP-1400-EX-TL Shaft bearing, aft Water Lubricated Cutless Bearing

TANK CAPACITIES

Diesel oil 76,498 gal.

Fresh water capacity 8056 gal.

Hydraulic oil capacity 2785 gal.

Lube oil storage 764 gal.

Grey water tank 2700 gal.

Sewage holding tank 1700 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) M10360.3 (series), Coatings and Color Manual

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

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Latest Version, Welding and Allied Processes

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

Fire Prevention and Response

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

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.

3.3 Preservation requirements. The Contractor must accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. The Contractor must obtain a written KO authorization to deviate from any coatings required in SFLC Std Spec 6310 Appendix C before work.

3.3.3 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.3.3.1 Quality control requirements. The Contractor must abide by the following when performing preservation related inspections. The following measurements must be randomly spaced throughout for the purposes of providing a representation of the entire prepared or coated surface.

3.3.3.1.1 Surface profile measurements. One surface profile measurement must be taken for every 200 square feet for the first 1000 square feet; for each additional 500 square feet or less, one profile measurement must be taken.

Profile measurements must be taken in accordance with SFLC Std Spec 6310, paragraph 3.1.8.3 (Surface profile measurements). A “measurement” for surface profile is defined as follows:

ASTM D4417, Method B: One profile measurement is the average (mean) of 10 individual readings.

ASTM D4417, Method C: One profile measurement is the average (mean) of 2 individual readings.

3 (Rev-0)

3.3.3.1.2 Soluble salt conductivity measurements. 5 conductivity measurements must be taken every 1000 square feet. For submerged (immersed) applications conductivity measurements must not exceed 30 microsiemens/cm.

For non-submerged (non-immersed) applications conductivity measurements must not exceed 70 microsiemens/cm. If a conductivity check fails, clean the surface in accordance with SFLC Std Spec 6310, paragraph 3.1.8.5 (Soluble salt removal).

3.3.3.1.3 Coating thickness measurements. Three area measurements must be taken for the first 1000 square feet;

for each additional 1000 square feet, perform an additional area measurement. A “measurement” for coating thickness is defined as follows:

SSPC-PA 2 defines an area measurement as 5 separate spot measurements randomly spaced throughout a 100 square foot area.

SSPC-PA 2 defines a spot measurement as 3 gage readings and each new gage reading the probe must be moved to a new location within a 1.5-inch diameter circle defining the spot.

3.4 Welding and brazing requirements. The Contractor must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.4.1 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 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

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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 Small Quantity Generator.

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.

Base environmental is designated to sign all waste disposal manifests. Work orders and work logs are completed by contractor or CGC WALNUT designated crewmember.

All equipment kept pier side with stored fuel/lubricant (ex. Generators) or storage potential (ex.

Portable tanks for liquid storage) are required secondary containment. These containments will be monitored for rainwater accumulation or incorrect storage (ex. Hoses, pumps, other equipment) by contractors and/or CGC WALNUT crewmembers.

All hazmat and hazwaste will need to be stored in appropriate lockers (hazmat) or (hazwaste)

Contractors to provide their own spill kits and solid waste (garbage) disposal. Base spill kits will be removed during dockside operations to reduce confusion. Normal ship generated garbage will still be disposed of via normal base solid waste dumpsters.

Base environmental will need to review SDS for non-skid paint. It is more than likely that non-skid will need to be disposed of as "paint-related material" hazardous waste. This will also include materials used for reapplication (paint pans, brushes, paint rags, etc) reminder - ** air drying of partially empty paint cans, used brushes, etc. Is forbidden on base Honolulu **.

Base environmental personnel will conduct random site visits to ensure compliance

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.

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3.5.4 Environmental manager. The Contractor must appoint in writing an Environmental Manager for the project, who is responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out;

ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor must comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

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

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

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

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

3.6 Local Policy. The Contractor must refer to site (e.g., Base) Regulations and Instructions for details regarding local policies (e.g., crane services, parking, or facility usage).

3.7 SFLC Standard Specification approved changes. Approved updates to the 2022 SFLC Standard Specifications will appear here.

3.7.1 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.

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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

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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 |

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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

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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)

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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)

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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

12 (Rev-0)

4.2 Tank and Void Assessment form.

13 (Rev-0)

14 (Rev-0)

55500_ACC_0323_IBCT

WORK ITEM 1: Fire Prevention Requirements

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to minimize shipboard fire risk and to clarify the Contractors’ role in fire prevention and response.

NOTE

This work item is not separately priced. Factor fire prevention and response costs into bid of affected work items.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 Fire Plan. The Contractor must develop and implement a written fire plan in accordance SFLC Std Spec 5550. The Contractors Fire Plan must address Fire Protection and Response specifics as required in this Work Item.

3.1.1 The availability’s specific Fire Plan must always address the following:

material condition and fire protection boundary obstruction mitigations inoperable fittings log

15 (Rev-0) fire alarms firefighting equipment disposition

3.1.2 The Fire Plan must also address the following:

fire protection system status communication links temporary services power disconnects fire prevention and safety inspections

3.2 Fire Prevention Responsible Party. The Contractor must appoint a Fire Prevention Responsible Party (FPRP) who acts as the Contractor’s Responsible Person for fire prevention concerns during the entire availability.

3.3 Fire Prevention and Response Conference. The Contractor must participate in the Fire Prevention and Response Conference as required in Std Spec 5550, paragraph 3.12. The participants must address the contents of SFLC Std Spec 5550, paragraph 3.12.1, as applicable.

3.4 Fire Responsibility Familiarization Tour and Initial Inspection. The Contractor must participate in the Fire Responsibility Familiarization Tour and Initial Inspection as required in Std Spec 5550, paragraphs

3.12.2 through 3.12.4.

3.5 Material Condition and Fire Protection Boundary Obstruction Mitigation Requirements. The Contractor must conform to all material condition and fire protection boundary obstruction mitigation requirements detailed in SFLC Std Spec 5550, paragraph 3.2.

3.6 Inoperable Fittings Log Requirements. The Contractor must conform to all inoperable fittings log requirements detailed in SFLC Std Spec 5550, paragraph 3.3.

3.7 Fire Prevention Service Particulars. The Contractor must conform to the below listed fire prevention service requirements, in accordance with SFLC Std Spec 5550.

TABLE 1 – FIRE PREVENTION SERVICE SELECTION

*SUB-

PARAGRAPH

TITLE

Y/N

3.4 Fire prevention system status N

3.4.1 Temporary firefighting system proposal N

3.4.2 Emergent firefighting system inoperability approval and notification

N

3.4.3 “Disabled equipment” signage for disabled initial responder equipment

N

3.4.4 Firefighting system inoperability allowance for removed hazards

N

3.4.5 Maintain sprinkling zone operability N

3.4.6 including all subparagaphs

Hazard mitigation for maintenance of fixed extinguishing systems

N

3.4.7 Procedure implementation for enabling/disabling N

16 (Rev-0)

*SUB-

PARAGRAPH

TITLE

Y/N fire suppression systems

3.4.8 Portable water pumping requirement for vessels

w/o installed capability N

3.4.9 Limitations on operation of major machinery

while firefighting systems are offline

N

3.4.10 Liquid fuel pumping requirement for operational

permanent or temporary firefighting systems

N

3.4.11 Mechanical AFFF equipment must be available to

initial responders in compartments with risk of flammable/combustible liquid spillage

N

3.4.12 including all subparagraphs

Portable fire extinguisher requirements N

3.4.13 Hose and reel protection N

3.4.14 including all subparagraphs

Drydock firefighting requirements N

3.4.15 Fire protection system status in Fire Plan N

3.5 Fire response related communication links in Fire

Plan N

3.6 Fire response related temporary services in Fire

Plan

N

3.6.1 Minimize downtime of fixed extinguishing

systems

N

3.6.2 through 3.6.10

Firemain and related equipment requirements N

3.6.11 Permanent lighting requirements Y

3.6.12 including all subparagraphs

Temporary lighting requirements Y

3.6.13 Electrical power, firefighting water, and lighting

source location and testing identified in Fire Plan

3.7 including all subparagraphs

Fire alarm requirements Y

3.8 Shore power manual disconnect locations

identified in Fire Plan

Y

3.9 Other power manual disconnect locations

identified in the Fire Plan

Y

3.10 including subparagraph

Vessel firefighting equipment placement and disposition info in Fire Plan

Y

3.11 Fire prevention and safety inspections in Fire Plan Y

3.11.1 Initial and daily inspection requirements Y

*Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 5550.

3.5 Extended fire prevention services. If the performance period of the contract is extended by the KO, the contractor must continue to provide all fire prevention services as specified herein for the extension period.

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4. NOTES

This section is not applicable to this work item.

18 (Rev-0)

12300_ESD_1022_FLT

REC_12311_FLT_225’ WLB ‘A’ Class : Hulls 201-205) (0121)

WORK ITEM 2: Tanks, MP Fuel Stowage and Overflow, Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following tank(s):

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION

(GALLONS)

Diesel Fuel Storage 4-17-1-F 5,090 161

Diesel Fuel Storage 4-17-4-F 3,457 109

Diesel Fuel Storage 4-30-0-F 20,615 651

Diesel Fuel Storage 4-30-1-F 7,225 228

Diesel Fuel Storage 4-30-2-F 7,225 228

Cargo Diesel Fuel Storage

3-48-0-FF 5,549 175

Diesel Fuel Storage 3-48-1-F 7,813 247

Diesel Fuel Storage 3-48-2-F 7,813 247

Diesel Fuel Overflow 3-54-0-F 5,549 175

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 225 WLB 541-001, Rev J, Fuel Oil System Diagram

Coast Guard Drawing 225 WLB 541-007, Rev D; Incinerator Fuel Oil Service Tank

19 (Rev-0)

COAST GUARD PUBLICATIONS

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), Latest Version, Welding and Allied Processes

OTHER REFERENCES

Federal Specification (Fed Spec) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

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

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2…