Attachment_(2)_USCGC JAMES (WMSL 754) Specifications DS FY21Q4_REV-0_20210205.pdf

USCGC JAMES (WMSL 754)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2021

Developed By: Daniel A Doherty

(Rev-0, 5 February 2021)

USCGC JAMES (WMSL-418) DOCKSIDE AVAILABILITY FY2021

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Tanks (MP Fuel Service), Clean and Inspect WORK ITEM 2: Tanks (MP Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 3: SSDG Flexible Hoses, Renew WORK ITEM 4: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 5: Refrigeration System Rupture Disks, Leak Test WORK ITEM 6: Oily Water Separator (OWS) System, Inspect and Groom WORK ITEM 7: Oily Water Separator, Overhaul WORK ITEM 8: Deck Covering (Polymeric), Repair and Seal WORK ITEM 9: Fan Plenums, Preserve WORK ITEM 10: Decks, Preserve (Full) WORK ITEM 11: Deck Covering (Slip-Resistant), Renew WORK ITEM 12: Bulkhead and/or Overhead Insulation, Renew WORK ITEM 13: No.2 Main Propulsion Diesel Engine, Exhaust Piping Insulation, Renew WORK ITEM 14: Tank Sounding Tube, Replace WORK ITEM 15: Towline Platform, Modify WORK ITEM 16: VCHT Room Escape Scuttle and Ladder, Install WORK ITEM 17: Deck Covering (Polymeric), Repair and Seal WORK ITEM 18: Mast Darken Ship Switches (Watertight Door and Scuttle), Install WORK ITEM 19: Tenting, Provide WORK ITEM 20: Temporary Services, Provide - Cutter 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 -, General Arrangements Coast Guard Drawing 418A-WMSL 100-002, Rev N-A, General Arrangements Coast Guard Drawing 418A-WMSL 100-006, Rev -, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL 320-004, Rev -, Electrical Mods to Suit Installation of VCHT Escape

Scuttle Coast Guard Drawing 418A-WMSL 505-001, Rev -, Piping Modifications to Suit VCHT Room Escape

Scuttle Coast Guard Drawing 418A-WMSL 801-001, Rev -, Booklet of General Plans Coast Guard Drawing 418A-WMSL 801-002, Rev N-A, Booklet of General Plans Coast Guard Drawing 418A-WMSL-100-001, Rev -, General Arrangements Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing Coast Guard Drawing 418A-WMSL-506-001, Rev -, Overflow / Air Escapes Sounding Tubes Diagram Coast Guard Drawing 418A-WMSL-540-001, Rev -, Fuel Oil Diagram Coast Guard Drawing 418A-WMSL-540-002, Rev -, Diesel Eng And Gas Turb LO Fill, Trans, & Service

Sys Coast Guard Drawing 418A-WMSL-551-001, Rev -, Compressed Air Diagram Coast Guard Drawing 418A-WMSL-593-001, Rev A, Bilge & Oil Pollution Control System Diagram Coast Guard Drawing 418A-WMSL-801-001, Rev -, Booklet of General Plans Coast Guard Drawing 750-WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750-WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 and Follow Coast Guard Drawing 750-WMSL 100-023, Rev H, Unit 2120 Structure - 1st Platf to 2nd Deck Fr 35 to

Fr 44 (ASC100212) Coast Guard Drawing 750-WMSL 100-024, Rev H, Unit 2130 Structure 2nd Deck to Main Deck - Fr 35 to Fr 44 (ASC100213) Coast Guard Drawing 750-WMSL 100-050, Rev J, Unit 4230 Structure - Mast (ASC100423) Coast Guard Drawing 750-WMSL 100-061, Rev A, Inboard and Outboard Profiles (AS3100002) Coast Guard Drawing 750-WMSL 100-072, Rev -, Topside Configuration for NSC 5 & Follow

(AS5100004)

Coast Guard Drawing 750-WMSL 100-083, Rev -, General Arrangements NSC 5 & Follow (AS5100001) v (Rev-0)

Coast Guard Drawing 750-WMSL 167-504, Rev E, Hatch & Scuttle List Ship Wide, NSC 3 and Follow

(AS3167003)

Coast Guard Drawing 750-WMSL 180-013, Rev E, Fdn Arr Dwg Design Unit 2120 Bklt No. 1

(ASC180212)

Coast Guard Drawing 750-WMSL 180-014, Rev D, Fdn Arr Dwg Design Unit 2130 Bklt No. 1

(ASC180213)

Coast Guard Drawing 750-WMSL 300-017, Rev C, Unit 2120 1st Platf Fr 35 to Fr 44 Arr of Elect Eqpt

(ASC300212)

Coast Guard Drawing 750-WMSL 300-018, Rev C, Unit 2130 2nd Deck Fr 35 to Fr 44 Arr of Elect Eqpt

(ASC300213)

Coast Guard Drawing 750-WMSL 304-014, Rev C, Unit 2120-1st Platf-Fr 35 to Fr 44 Wireway Arrangement and Details (ASC304212)

Coast Guard Drawing 750-WMSL 320-514, Rev C, PWR Sys S/S Gen & Swbd Intcon Dk Plan & Elem Wrg Diag (ASC3200018)

Coast Guard Drawing 750-WMSL 330-005, Rev C, Lighting System Deck Plan AMR (UL & LL), MMR (Fwd & Aft) (UL & LL) (ASC330004)

Coast Guard Drawing 750-WMSL 330-011, Rev F, Lighting System Deck Plan Second Deck - Fwd of Fr

52 (ASC330007)

Coast Guard Drawing 750-WMSL 436-011, Rev E, Fire Detection Sys Deck Plan (ASC436009) Coast Guard Drawing 750-WMSL 493-001, Rev E, Unclassified LAN Cable Block Diagram

(ASC493001)

Coast Guard Drawing 750-WMSL 508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL 512-024, Rev C, Vent & Air Conditioning Arr 1st Platf Unit 2120

(ASC512212)

Coast Guard Drawing 750-WMSL 528-016, Rev E, Plumbing & Interior Deck Drains and Vent System -

Unit 2120 (ASC528212-PD) Coast Guard Drawing 750-WMSL 528-041, Rev D, Plumbing Fixture Hook-Up Detail Booklet

(ASC528004)

Coast Guard Drawing 750-WMSL 530-010, Rev B, Potable Water Unit 2120 (ASC530212-PW) Coast Guard Drawing 750-WMSL 593-027, Rev D, Sewage System Unit 2120 (ASC593212-SS) Coast Guard Drawing 750-WMSL 593-078, Rev C, Bilge & Oil Pollution Control System Unit 2120

(ASC593212-PC)

Coast Guard Drawing 750-WMSL 600-014, Rev E, Fab & Instl of Hull Design, Unit 2120 (ASC600212) Coast Guard Drawing 750-WMSL 602-004, Rev E, Photoluminescent Markings (ASC602006) Coast Guard Drawing 750-WMSL 602-010, Rev E, Label Plates List - Access, Frames and Bulkheads

(ASC602012)

Coast Guard Drawing 750-WMSL 623-500, Rev G, Vertical Ladder and Ladder Rung List and Details

Ship Wide (ASC623004) Coast Guard Drawing 750-WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL 635-002, Rev K, Insulation Arr & Details Thermal, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL 801-010, Rev A, Booklet of General Plans (NSC 5 Only)

(ASC801001E)

vi (Rev-0)

Coast Guard Drawing 750-WMSL-100-017, Rev K, Unit 1310 Structure – Innerbottom to 1st Platform – Fr 22 to Fr 35 (ASC100131)

Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44

(ASC100210)

Coast Guard Drawing 750-WMSL-100-022, Rev K, Unit 2110 Structure Inner Bottom to 1st Pltf Fr 35 –

44 (ASC100210)

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

(ASC100324)

Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard & Outboard Profiles (AS3100002) Coast Guard Drawing 750-WMSL-100-083 Rev A, General Arrangements NSC5 & Follow (AS5100001) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) Coast Guard Drawing 750-WMSL-167-007, Rev C, Hatch & Scuttle List Ship Wide, NSC 3 and Follow.

(AS3167003)

Coast Guard Drawing 750-WMSL-259-004, Rev -, Main Prop DSL / SS DSL Gen Air Intake / Exhaust

System Description (ASC259002-02) Coast Guard Drawing 750-WMSL-259-011, Rev D, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M Below 2nd Deck (ASC259009) Coast Guard Drawing 750-WMSL-259-012, Rev B, Main Engine Combustion Air Intake Supports

Details & L/M Below 2nd Deck (ASC259010) Coast Guard Drawing 750-WMSL-259-013, Rev B, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M 2nd Deck Up - 02 Lvl (ASC259011) Coast Guard Drawing 750-WMSL-259-014, Rev C, Main Engine Combustion Air Intake & Exhaust

Supports, Dets & L/M 2nd Deck Up - 02 Lvl (ASC259012) Coast Guard Drawing 750-WMSL-259-015, Rev D, Mn Engine Comb Air Intake & Exh Arr, Dets & L/M

Abv 02 Lvl (ASC259013) Coast Guard Drawing 750-WMSL-259-016, Rev B, Main Engine Combustion Acoustic & Thermal

Insulation For Compartments Installation Details Coast Guard Drawing 750-WMSL-320-016, Rev F, Power Sys Deck Plan - 01 Level (ASC320009) Coast Guard Drawing 750-WMSL-320-043, Rev C, Electrical One LINE Diagram (NSC5 - SRD)

(ASC320001F)

Coast Guard Drawing 750-WMSL-320-511, Rev G, Power Sys Deck Plan-Second Dk, Aft of FR 52

(ASC320006)

Coast Guard Drawing 750-WMSL-330-025, Rev C, Lighting Sys List of Feeders & Mains (ASC330014) Coast Guard Drawing 750-WMSL-330-511, Rev F, Lighting System Deck Plan 02 Level and ABOVE Coast Guard Drawing 750-WMSL-485-001, Rev L, Sleeves – Pipe Structure Penetration (SP485000) Coast Guard Drawing 750-WMSL-505-006, Rev D, List of Hoses Coast Guard Drawing 750-WMSL-506-011, Rev D, Overflow / Air Escapes / Sounding Tubes - Unit

1310 (ASC506131-Ae) Coast Guard Drawing 750-WMSL-506-012, Rev B, Ovfl / Air Escapes / Sounding Tubes Unit - 1320

(ASC506132-Ae) Coast Guard Drawing 750-WMSL-506-013, Rev C, Overflow / Air Escapes / Sounding Tubes - Unit

1330 (ASC506133-Ae) Coast Guard Drawing 750-WMSL-506-014, Rev B, Air Escapes / Overflow / Sounding Tubes - Unit

1340 (ASC506134-Ae) vii (Rev-0)

Coast Guard Drawing 750-WMSL-506-015, Rev C, Overfl / Airescapes / Sounding Tubes Unit 2100 (ASC506210-Ae)

Coast Guard Drawing 750-WMSL-506-016, Rev E, Ovrflw / Airescapes / Sounding Tubes Unit 2110 (ASC506211-Ae)

Coast Guard Drawing 750-WMSL-506-020, Rev D, Overfl / Air Escapes / Sounding Tubes Unit 2200 (ASC506220-Ae)

Coast Guard Drawing 750-WMSL-506-021, Rev C, Ovfl / Air Escapes / Sounding Tubes Unit 2210 (ASC506221-Ae)

Coast Guard Drawing 750-WMSL-506-022, Rev B, Ovrflw / Airescapes / Sounding Tubes Unit 2220 (ASC506222-Ae)

Coast Guard Drawing 750-WMSL-506-023, Rev C, Overflow / Air Escapes / Sounding Tubes Unit 2230 (ASC506223-Ae)

Coast Guard Drawing 750-WMSL-506-034, Rev E, Overflow / Air Escapes Sounding Tubes Unit 3240 (ASC506324-Ae)

Coast Guard Drawing 750-WMSL-506-512, Rev -, Ferrous Sounding Tube Replacement A & D Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M

(ASC508001)

Coast Guard Drawing 750-WMSL-514-001, Rev C, Chilled Water System Schematic (ASC414014) Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram (ASC516001) Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram (ASC520001) Coast Guard Drawing 750-WMSL-572-002, Rev D, Elevator Arr & Instl (ASC572002) Coast Guard Drawing 750-WMSL-582-001, Rev D, Anchoring, Mooring, and Towing Arrangement

(ASC582001)

Coast Guard Drawing 750-WMSL-582-002, Rev A, Mooring and Towing Arrangement (ASC582002) Coast Guard Drawing 750-WMSL-582-500, Rev -, Jack Stay Padeye Installation Coast Guard Drawing 750-WMSL-582-502, Rev A, Alternate Towline Platform 3 Segments

Arrangement & Details Coast Guard Drawing 750-WMSL-583-504, Rev E, Stern Launch & Recovery Arrangement & Details Coast Guard Drawing 750-WMSL-612-001, Rev A, Fab & Install of Exterior Rails, Stanchions & Life

Lines (ASC612001) Coast Guard Drawing 750-WMSL-635-002, Rev K, Insulation Arr & Details, Acoustic, & Fire

(ASC635002)

Coast Guard Drawing 750-WMSL-801-010 Rev A, Booklet of General Plan NSC 5 ONLY

(ASC8011001E)

NAVSEA Drawing 803-1623057, Rev G, Scuttle, WT, Flush, Quick Acting, 25 Dia 25 psi-Arrangement NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details NAVSEA Drawing 804-5959212, Rev -, Surface Ship Machinery Insulation – Installation Details

COAST GUARD PUBLICATIONS

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel viii (Rev-0)

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

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual Coast Guard Commandant Instruction (COMDTINST) M9000.6 (series), Naval Engineering Manual Coast Guard Technical Publication (TP) 7108A, SWBS 573, Mar 2016, Stores Elevator - Model 20833 Coast Guard Technical Publication (TP) 7168, SWBS 516, Amendment 2, Feb 2018, 3.2 Ton

Refrigeration Plant, Ships Stores Coast Guard Technical Publication (TP) 7346A, SWBS 593, May 2019, Bilge Water Separator Ultra-Sep

Model US5000-J407 MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-STD-1689A, Nov 1990, Fabrication, Welding, and Inspection of Ships Structure

NOTE

OTHER REFERENCES

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2018, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2020, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2018, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2020, 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 5000 (SFLC Std Spec 5000), 2020, Auxiliary

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

Shipboard Ventilation Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2018, Install Interior

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

Deck Covering Systems ix (Rev-0)

TCTO WMSL-418-TB6030, 2019, Installation of Flush Mount Scuttle and Vertical Ladder as Secondary Egress Route from VCHT Room 3-36-2-E to Crew Stateroom 2-36-8-l

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2016, Bare Metal Power Tool Cleaning

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, 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 D1.2-96, 1996, Structural Welding Code, Steel ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric) 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, Jul 2008, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2013, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment Manufacturers Standardization Society of the Valve and Fittings Industry ANSI/MSS SP-58, 2018, Pipe

Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-DTL-24643, Oct 2009, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-STD-1689A, Nov 1990, Fabrication, Welding, and Inspection of Ships Structure MIL-STD-2003-3, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations) Naval Sea Systems Command (NAVSEA) 0640-LP-111-4501, Apr 2012, NAVSEA OP 4 Rev 10, Ammunition And Explosives Safety Afloat 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.3 (SSPC-SP 3), 2004, 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 x (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)

5 N **Rupture Disk NSN: 4820-01-366-7330 PN:

026-31284-000 6 ea. 2,321.00

5 N **Relief Valve NSN: 4820-01-561-6471 PN:

022-11355-000

6 ea. 405.00

6 N Monitor, Smart Bilge NSN: 2040-01-600-0112 1 ea. 4,700.00 16 N Flush Deck Quick-

Acting Watertight Scuttle, Steel, Hinge, 15 psi

NAVSEA Dwg 803-1623057 Juniper P/N : JE7455-SF

1 ea $2,730.00

16 N EEBD Holder NIN : AL-EEBD Malpass, Inc., P/N : 48EEBDAL

2 ea $85.00

16 N Strobe Light, Warning Alarm (Red)

NIIN : - Federal Signal P/N :

FB2PST120R

1 ea $346.75

16 N Strobe Light, Warning Alarm (Amber)

NIIN : - Federal Signal P/N :

FB2PST120A

1 ea $346.75

*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 xi (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 (MP Fuel Service), Clean and Inspect

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

3 SSDG Flexible Hoses, Renew

6 Oily Water Separator (OWS) System, Inspect and Groom

9 Fan Plenums, Preserve

11 Deck Covering (Slip-Resistant), Renew

16 VCHT Room Escape Scuttle and Ladder, Install

19 Tenting, Provide xii (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_0220_FLT

REC_00000_FLT_Commercial Project @ CG Facility (1212)

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), 2018, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

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.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

3.2 Contractor-provided fire watch personnel. The Contractor msut 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. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor must plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor must comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item must not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is : NONE

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 must be 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 must be 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, 3 (Rev-0) 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, and must be 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. None.

3.7 SFLC Standard Specification approved changes. The Contractor must be aware that the following are approved changes to published SFLC 2018 Edition Standard Specifications and supersede published content:

None.

4 (Rev-0)

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

Ensure all coatings are in compliance with SFLC Std Spec 6310, Appendix C.

CHECKPOINT 2 - PAINT STORAGE

Ensure all coatings are kept at a temperature of 65 to 85°F at all times, unless otherwise specified by the coating mfg.

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfg.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

6 (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.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

7 (Rev-0)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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

8 (Rev-0)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

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 Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# 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.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

11 (Rev-0)

12305_RTK_0121_418

WORK ITEM 1: Tanks (MP Fuel Service), 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):

TABLE 1 – LIST OF UNPAINTED TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION - ~5% (GALLONS)

Diesel Service 5-36-2-F 21,363 1,100 Diesel Day Tank 1-81-1-F 846 45 Diesel Day Tank 1-80-1-F 829 45

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44 (ASC100210) Coast Guard Drawing 750-WMSL-100-022, Rev K, Unit 2110 Structure Inner Bottom to 1st Pltf

Fr 35 – 44 (ASC100210) Coast Guard Drawing 750-WMSL-100-043, Rev K, Unit 3240 – Main Deck to 01 Level – Fr 76 to Fr 82 (ASC100324) Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard & Outboard Profiles (AS3100002) 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), 2020, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

12 (Rev-0)

OTHER REFERENCES

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 a Qualified Technical Representative who is a NDE Operator and Inspector/Level 1 certified and qualified in accordance with ASNT No. SNT-TC-1A to perform ultrasonic thickness measurement inspections.

3.1.2.1 Ensure the Tech Rep has experience with the system/equipment stated above and demonstrated on their résumé.

3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference. Include the dates of services the Qualified Tech Reps will 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:

• TLIs

• Piping

• Residual tank contents/ fluids

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.1.5 The Contractor must ensure that fuel supply is provided to at least one Ship Service Diesel Generator (SSDG) at all times.

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

3.2.1 Perform an initial operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed).

3.2.2 Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed).

3.3 Tank opening. The Contractor must remove the tank manhole cover(s) and ventilate the confined spaces in accordance with SFLC Std Spec 0000, Paragraphs 3.3.1.1 and 3.3.1.2.

13 (Rev-0)

CAUTION

Do not use the Fuel Service or Transfer systems to drain any water from the tank. Excessive fuel contamination will result.

3.4 Tank content and waste disposal. The Contractor must dispose of residual tank contents and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Notify the COR (in writing) at least 48 hours prior to removal of wastes and fluids.

Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit chain of custody record to the COR upon completion of work via a CFR.

3.5 Temporary plugs. The Contractor must plug all inlet and outlet piping in the tank to prevent contaminants from entering the tank or piping system. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings.

3.5.1 Plug log. The Contractor must keep a written record of all plugs put in any tanks vents. Keep a separate list for each tank. Maintain a plug accountability log posted immediately outside the tank to prevent any of the installed temporary plugs from being lost inside the tank or left behind inside at tank closure. Submit this log to the COR after completion of work item.

3.5.2 The Contractor must ensure that all plugs are removed from each tank upon completion of work in the tank.

3.6 Tank cleaning. The Contractor must clean all designated tank interior surfaces free of all foreign materials, such as residual fuel or water, sediment, sludge, rust, or biological growth, taking care not to damage the coating system (if applicable).

3.6.1 The Contractor must accomplish all requirements of SFLC Std Spec 6310, 3.1.6.4 (Surface contaminant removal) to achieve the cleanliness requirements of SSPC-SP 1, including a low-pressure (maximum 5,000 psi) fresh water wash down of the surfaces.

3.6.2 Remove cleaning media and residues continuously from the tank during the washing process.

Remove any residual wash media and wipe up residual moisture with clean lint-free cloths. Wipe the interior tank structure dry and free of all cleaning agents.

3.7 Inspection. The Contractor must visually inspect all tank interior surfaces, including, but not limited to bulkheads, floor and overhead plating, structural members, manhole cover surfaces, fasteners and gasket seating surfaces. Submit a CIR including the following, as applicable:

• Tank structural condition.

• Manhole and cover condition.

• Ladder condition (if applicable).

• Condition of tank coating (if applicable), including dimensions, percentage, location, and type of coating failure.

• Tank level indicator (TLI) and/or float switch condition.

• Sounding/vent tube and striker plate condition.

• Suction and discharge piping condition.

• Fastener material and condition.

14 (Rev-0)

• Pit measurements

• Ultrasonic thickness (UT) measurements

3.8 Pit measurement. The Contractor must measure all observed “pits” within each tank listed in Table 1, using a Contractor supplied ‘Pit Gauge’. For bidding purposes, assume 50 pit measurements per tank.

The results of these measurements must be included in the inspection report, showing where pit measurements were taken and the depth of the pit.

3.9 Ultrasonic thickness (UT) measurement. The Contractor must take UT measurements in the surrounding area of any pit measuring greater than 25% of plate thickness. UT measurements must be taken in the four quadrants at an equal-distant radius from the pit center until full plate thickness is measured. For bidding purposes, assume 200 UT measurements. UT measurements must be conducted in accordance with SFLC Std Spec 0740, Appendix C, using Coast Guard Drawings 750-WMSL-100- 021, 750-WMSL-100-022, and 750-WMSL-100-043 as guidance. The results of these measurements and the locations where they were taken must be included in the inspection report.

3.10 Substrate fairing and repair by filling Epoxy for shallow pits and small corrosions (i.e. pits < 25% or corrosions < 25%). The Contractor must repair small pin holes, shallow pitted substrates (with remaining plate thicknesses over 75% of required plate thicknesses), and fair corroded substrates (with remaining cross sections over 75% of required cross section areas), after removing coating (if applicable), in accordance with SFLC Std Spec 6310 and manufacturers’ instructions.

NOTE

“Substrate fairing and repair by filling Epoxy for shallow pits and corrosions (i.e. pits < 25% or corrosions < 25%)” is a supplement barrier intending to help delay penetration.

3.11 Surface coating. The Contractor must apply a heavy coat of petroleum based lube oil to all tank interior surfaces for the tanks listed in Table 1.

3.12 Tank closing. The Contractor must ensure that the tank(s) remain open for approximately 24 hours after completion of any authorized repair and preservation procedures. Notify the COR at least 48 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, remove all installed temporary plugs and close tank manhole cover(s) with new gasket material in accordance with Coast Guard Drawing 750-WMSL-167-001. Chase threads on studs to ensure even installation of the access covers. Renew all nuts, washers, and grommets in accordance with Coast Guard Drawing 750-WMSL-167-001. Upon completion of tank closing, submit a CFR with the completed plug log.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.13 Operational test, post repairs. After completion of work, the Contractor must witness Coast Guard personnel perform an operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate satisfactory operating condition. Submit a CFR.

3.13.1 Perform a post-work operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed).

15 (Rev-0)

3.13.2 Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed).

3.14 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces, and all manhole cover external surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs). Do not paint any manhole cover fasteners.

This section is not applicable to this work item.

16 (Rev-0)

12300_RTK_0121_418

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):

TABLE 1 – LIST OF TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION - ~5% (GALLONS)

Diesel Overflow 5-32-2-F 3,165 160 Diesel Storage 5-36-0-F 8,698 435

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 418A-WMSL-101-001, Rev -, Compartment & Access Drawing Coast Guard Drawing 750-WMSL-100-017, Rev K, Unit 1310 Structure – Innerbottom to 1st

Platform – Fr 22 to Fr 35 (ASC100131) Coast Guard Drawing 750-WMSL-100-021, Rev E, Unit 2100 Structure – Inner Bottom – Fr 35 to Fr 44 (ASC100210) Coast Guard Drawing 750-WMSL-100-061, Rev A,…