Attachment_2_Specification_JAMES_(WMSL_418)_DS_FQ1_LDG_19R0.pdf

USCGC JAMES (WMSL 754)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2019

Developed By: CWO Leemelvin D. Gavino

(Rev-0, 16 May 2018)

USCGC JAMES (WMSL-418) DOCKSIDE AVAILABILITY FY2019

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix 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 (Ballast), Clean and Inspect WORK ITEM 3: Galley Grease Fire Extinguishing System, Inspect And Test WORK ITEM 4: Gas Turbine Module Fixed Co2 Fire Extinguishing System, Inspect And Test WORK ITEM 5: Heptafluoropropane (HFP) Fire Extinguishing System, Inspect and Test WORK ITEM 6: Water Mist Fire Extinguishing System, Inspect And Test WORK ITEM 7: Tanks (Ballast), Preserve “100%” - OPTIONAL WORK ITEM 8: Tanks (Ballast), Preserve “Partial” - OPTIONAL WORK ITEM 9: Aircraft Securing Fittings, Install WORK ITEM 10: Handrail And Grabrail, Install WORK ITEM 11: Life Raft Installation WORK ITEM 12: Tanks (Vacuum Collection Holding), Preserve “100%” - OPTIONAL WORK ITEM 13: SSDG #2 Flexible Hoses, Renew WORK ITEM 14: Gooseneck Vent, Modify WORK ITEM 15: Helo Hangar Door Curtain Assembly, Preserve Partial WORK ITEM 16: Sewage Holding Tank(s), 4 Year Service WORK ITEM 17: Life Line Renewals WORK ITEM 18: Deck Covering (Polymeric), Seal WORK ITEM 19: Temporary Services, Dockside, Home Pier WORK ITEM 20: Vent Duct Insulation, Install WORK ITEM 21: Deck (Pump Room & A/C Equipment Room), Preserve WORK ITEM 22: Bow Thruster Room, Bilge Preservation WORK ITEM 23: Deck Covering (Slip-Resistant), Renew WORK ITEM 24: Relief Valves, Inspect And Test WORK ITEM 25: Reduction Gear and Cross Connect Gear Locking Bar, Replace WORK ITEM 26: Balanced Doors, Replace WORK ITEM 27: QAATDR/QAWTDR, Replace (NSC3&F) WORK ITEM 28: QAWTDR, Modify WORK ITEM 29: Small Boat Receptacles, Replace 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 750 WMSL 085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow

(AS3085012)

Coast Guard Drawing 750 WMSL 085-033, Rev -, Tank Capacity Curves (WMSL 754 Only)

(ASC085013E)

Coast Guard Drawing 750 WMSL 100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750 WMSL 100-013, Rev K, Unit 1210 Structure - Innerbottom To 1st Platform -

Fr 10 To Fr 22 (Asc100121) Coast Guard Drawing 750 WMSL 100-014, Rev G, Unit 1220 Structure - 1st Platform To 2nd Deck - Fr

10 To Fr 22 (Asc100122) Coast Guard Drawing 750 WMSL 100-015, Rev G, Unit 1230 Structure - 2nd Deck To Main Deck - Fr

10 To Fr 22 (Asc100123) Coast Guard Drawing 750 WMSL 100-019, Rev J, Unit 1330 Structure - 2nd Deck to Main Deck - Fr 22 to Fr 35 (ASC100133) 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 100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233) Coast Guard Drawing 750 WMSL 100-035, Rev K, Unit 2340 Structure Main Deck To 01 Level – Fr 52 to Fr 64 (ASC100234) Coast Guard Drawing 750 WMSL 100-036, Rev M, Unit 3110 Structure 1st Platform And Below Frs 65-

77 (Asc100311) Coast Guard Drawing 750 WMSL 100-037, Rev G Unit 3120 Structure - 1st Platf To 2nd Dk - Fr 64 To

Fr 76 (Asc100312) Coast Guard Drawing 750 WMSL 100-038, Rev Unit 3130 Structure - 2nd Deck To Main Deck - Fr 64

To Fr 76 (Asc100313) 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 100-049, Rev K, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr

44 (ASC100422)

Coast Guard Drawing 750 WMSL 100-053, Rev J, Unit 4420 Structure - 01 Level and Abv - Fr 52 to Fr

67 (ASC100442)

Coast Guard Drawing 750 WMSL 100-060, Rev C, General Arrangements Hull 3 & Follow (AS3100001) v (Rev-0)

Coast Guard Drawing 750 WMSL 100-061, Rev-, Inboard and Outboard Profile Coast Guard Drawing 750 WMSL 100-083, Rev -, General Arrangements NSC 5 & Follow (AS5100001) Coast Guard Drawing 750 WMSL 101-004, Rev G, C & A, First Platform (ASC101004) Coast Guard Drawing 750 WMSL 167-001, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001) Coast Guard Drawing 750 WMSL 167-503, Rev A, Structural Door List Coast Guard Drawing 750 WMSL 169-001, Rev E, Helo Hangar Door Installation (ASC169001) Coast Guard Drawing 750 WMSL 180-043, Rev G, Fdn Arr Dwg Design Unit 4420 Bklt No.1

(ASC180442)

Coast Guard Drawing 750 WMSL 241-501, Rev -, Reduction Gear Inspection Cover Lock Bar

Modification Coast Guard Drawing 750 WMSL 300-048, Re C, Unit 4420 – 01 Level - Fr 52 to Fr 67 Arr of Elect Eqpt

(ASC300442)

Coast Guard Drawing 750 WMSL 304-030, Rev C, Unit 3140-Mn Dk-Fr64 to Fr76 Wireway

Arrangement and Details (ASC304314) Coast Guard Drawing 750 WMSL 304-044, Rev C, Unit 4420 – 01 Level - Fr 52 to Fr 67 Wireway

Arrangement and Details (ASC304442) Coast Guard Drawing 750 WMSL 304-057, Rev B, Unit 2340 – Mn Dk - Fr 52 to Fr 64 Wireway

Arrangement and Details (ASC3304234) 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 (NSC 5 - SRD)

(ASC320001F)

Coast Guard Drawing 750 WMSL 320-510, Rev P, Electrical One LINE Diagram (ASC320001) Coast Guard Drawing 750 WMSL 320-511, Rev F, Power Sys Deck Plan-Second Dk, Aft of FR 52

(ASC320006)

Coast Guard Drawing 750 WMSL 320-512, Rev G, Power Sys Deck Plan - Main Dk, Aft of FR 52

(ASC320008)

Coast Guard Drawing 750 WMSL 320-535, Rev G, Power Sys Deck Plan - 02 Level and Above

(ASC320010)

Coast Guard Drawing 750 WMSL 320-562, Rev E, Power Sys Deck Plan - 01 Level Coast Guard Drawing 750 WMSL 320-563, Rev B, Small Boat Receptacle Modification Wiring Diagram Coast Guard Drawing 750 WMSL 501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750 WMSL 505-001, Rev C, List of Relief Valves (ASC505001) Coast Guard Drawing 750 WMSL 509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001) Coast Guard Drawing 750 WMSL 512-004, Rev A, Vent and Air Conditioning Standard Instruction

(ASC512007)

Coast Guard Drawing 750 WMSL 512-019, Rev C, Vent & Air Cond Arr Mn Dk Unit 1240

(ASC512124)

Coast Guard Drawing 750 WMSL 512-038, Rev G, Vent And Air Cond Arr Mn Dk Unit 3140

(ASC12314)

Coast Guard Drawing 750 WMSL 512-075, Rev -, HVAC System Diagram (ASC512005) Coast Guard Drawing 750 WMSL 522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750 WMSL 522-002, Rev -, Machinery Space Water Mist System Description

(ASC522001-02)

vi (Rev-0)

Coast Guard Drawing 750 WMSL 555-011, Rev C, Machinery Space Watermist System Schematic

(ASC555049)

Coast Guard Drawing 750 WMSL 583-003, Rev B, Life Raft Arr & Dets (ASC583003) Coast Guard Drawing 750 WMSL 583-522, Rev -, Life Raft Foundation Mod Coast Guard Drawing 750 WMSL 588-001, Rev J, Aviation Facilities General Arrangements

(ASC588001)

Coast Guard Drawing 750 WMSL 588-005, Rev H, Hangar & Aviation Support Spaces Arr & Dets

(ASC588004)

Coast Guard Drawing 750 WMSL 588-006, Rev E, Plan, Sect & Elev For Helo Capture /Handling

(ASC588006)

Coast Guard Drawing 750 WMSL 588-504, Rev B, Tiedown Installation for Navy H60S/H60R Helo

(Stratton) Coast Guard Drawing 750 WMSL 593-007, Rev H, Sewage System Diagram (ASC593004) Coast Guard Drawing 750 WMSL 593-009, Rev B, Sewage System Schematic (ASC593020) Coast Guard Drawing 750 WMSL 593-027, Rev A, Sewage System Unit 2120 (ASC593212-Ss) Coast Guard Drawing 750 WMSL 600-046, Rev G, Fab & Instl of Hull Outfit Design, Unit 4130

(ASC600413)

Coast Guard Drawing 750 WMSL 612-001, Rev A, Fab & Instl of Exterior Rails, Stanchions & Life

Lines (ASC612001) Coast Guard Drawing 750 WMSL 612-502, Rev B, Fab & Install of Handgrabs Iwo Hatches/Scuttles Coast Guard Drawing 750 WMSL 612-503, Rev A, Handrails P&S Steering Gear Room Fab & Install Coast Guard Drawing 750 WMSL 622-005, Rev A, Floor Plates, Gratings & Handrails-Bow Thruster

Mchry Rm, Fab & Instl (ASC622005) Coast Guard Drawing 750 WMSL 631-002, Rev N, Paint Schedule 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)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Manual (TM) 7141, 25-JUN-07, Ultra Fog High Pressure Sprinkler Systems Coast Guard Technical Publication (TP) 7018, 31-MAY-07, Main Gas Turbine (MGT) - Model

7LM2500-SB-MLG10-Installtion Instructions Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500 -

Service Manual Coast Guard Technical Publication (TP) 7073, SWBS 241, Jun 2007, Reduction Gear - Type AS 2/250-

AS 198F – Book 1, Parts 1 thru 8 Coast Guard Technical Publication (TP) 7087, 04-OCT-07, Pressure Relief Valve Coast Guard Technical Publication (TP) 7097, 21-JUN-07, Fire Protection System - Model FM-200 Coast Guard Technical Publication (TP) 7118, Carbon Dioxide Fire Protection System – Series 70 Coast Guard Technical Publication (TP) 7181, 02-OCT-07, Helo-Hangar Doors Coast Guard Technical Publication (TP) 7184, SWBS 593, 19-OCT-07, Vacuum Sewage System vii (Rev-0)

Coast Guard Technical Publication (TP) 7427, 2014, R-102 Restaurant Fire Suppression System – Design, Installation, Recharge and Maintenance Manual

Coast Guard Technical Publication (TP) 7525, Cutter Information Book (CIB) - Auxiliary Machinery (Vol. IV) – Rev. 1

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical Power for Contractor Tools and Equipment

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard Electrical Cable Test

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses

OTHER REFERENCES

Air Capable Ship Aviation Facility Bulletin 1L (2009).

American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F1836M, Reapproved 2007, Standard Specification for Stuffing Tubes, Nylon and Packing Assemblies (Metric) ASTM International (ASTM) F783, Rev Date 1982, Standard Specification for Staple, Handgrab, Handle and Stirrup Ring Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and

Other Working Surfaces MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of

Reliability Is Required MIL-DTL-15024F, General Specification for Plates, Tags, and Bands for Identification of Equipment MIL-DTL-24643, Oct 2009, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness 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 viii (Rev-0)

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-STD-2003-3, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines (Penetrations) National Fire Protection Association (NFPA) 25, 2011, Standard for the Inspection, Testing, and

Maintenance of Water-Based Fire Protection Systems NAVAIR Air Capable Ship Aviation Facilities Bulletin No. 1M (SI-ACS-AFB-1M), Sept 2011, Air

Capable Ship Aviation Facility Certification Naval Sea Systems Command (NAVSEA) 0640-LP-111-4501, Apr 2012, NAVSEA OP 4 Rev 10, Ammunition And Explosives Safety Afloat NAVSEA Drawing 803-1916300, Rev N, Aircraft Securing and Engine Run – Up Fittings NAVSEA Drawing 803-5184129, Rev C, Door, Steel Balanced NAVSEA Drawing 803-6397268, Rev A, Doors WT, Quick Acting Arrangement NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details NAVSEA Drawing 804-5773932, Acoustic & Thermal Insulation for Ducts Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2013, Cork and

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets Society of Automotive Engineers (SAE) Standard J1273, Recommended Practices for Hydraulic Hose

Assemblies Society of Automotive Engineers (SAE) Standard J1475, 2009, Hydraulic Hose Fittings for Marine

Applications Society of Automotive Engineers (SAE) Standard J1942-1, 2010, Qualified Hoses for Marine

Applications The Society for Protective Coatings (SSPC) Surface Preparation Specification No.01 (SSPC-SP 1), 2016, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.03 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.15 (SSPC-SP 15), 2013, Commercial Grade 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 ix (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)

6 N Ultra Fog Sock

Filters

PN: 10011036 4 25.00

9 N NAVSEA Drawing 803-1916300, Rev N, Aircraft Securing and

Engine Run-up Fittings Type XIV /Aircraft securing fitting Type XIV

NSN: 5365-01-646-0939 Or

PN: PH285N-14A

18 ea. 365.00

11 N MK-7 Life Raft * NSN: 4220-01-444-6260 2 ea. 8,797.00 11 N Thanner DK84.1M

Hydrostatic Release Unit*

NSN: 4220-01-493-9233** 2 ea. 946.00

11 N Thimble, Rope, size

1-1/8” CRCMF

NSN: 4030-00-814-5781 2 ea. 11.97

11 N Rope, 3/8” Dia, Lifeline, Kevlar, Urethane Jacketed

PN: HPTG 6700i (J Henry Holland)

20 ft.

(10 ft per raft)

11 N Clevis, 3/8”, Open End, Kevlar Clevis fitting w/o Hooks (Swageless Fork)

PN: NSK-137 (GSA) 4 ea. 177.33

11 N Shackle, Thanner NSN: 4030-01-646-9392 Or

PN: 85-122

4 ea. 20.54

25 N Padlock, Key Operated, General Field Service, 3/8 inch Shackle

NSN: 5340-01-497-2305 Or

PN: PL655

1 ea. 334.50

26 N 26”x66”x8” Quick Acting Balanced

Door, Steel, No-Dog, RH Swing, 15 psi

(including associated coaming and fitting)

NSN: 2040-01-486-3500

(NAVSEA Dwg No. 803-

5184129 Rev. C)

1 ea. 8,205.00

26 N 26”x66”x8” Quick Acting Balanced

Door, Steel, No-Dog, LH Swing, 15 psi

(including associated

NSN: 2040-01-486-3599

(NAVSEA Dwg No. 803-

5184129 Rev. C)

1 ea. 8,205.00 x (Rev-0) coaming and fitting) 27 N 26”x66”x8” Quick

Acting Airtight Door, Steel, 8-Dog, RH Swing, 2 psi (incl.

coaming and fitting i.e. hasp & staple, hold back hook assy 26, hinge assy T, CRES label plate backing)

NSN: 2040-00-912-5777

(NAVSEA Dwg No. 803-

6397268 Rev. -)

1 ea. 5,527.00

27 N 26”x66”x8” Quick Acting Watertight

Door, Steel, 10-Dog, RH Swing, 15 psi (incl. coaming and fitting i.e. hasp & staple, hold back hook assy 26, hinge assy T, CRES label plate backing)

NSN: 2040-00-912-5780

(NAVSEA Dwg No. 803-

6397268 Rev. -)

1 ea. 5,807.00

27 N 26”x66”x8” Quick Acting Airtight Door, Steel, 8-Dog, LH Swing, 2 psi (incl.

coaming and fitting i.e. hasp & staple, hold back hook assy 26, hinge assy T, CRES label plate backing)

PN: JE268-DQ-19

(NAVSEA Dwg No. 803- 6397268 Rev. B) Juniper

Quote 22101

1 ea. 7,156.00

28 N 36”x66”x8” Quick Acting Watertight

Door, Steel, 10-Dog, LH Swing, 15 psi (incl. coaming and fitting i.e. hasp & staple, hold back hook assy 20, hinge assy T, CRES label plate backing)

NSN: 2040-01-425-4480

(NAVSEA Dwg No. 803-

6397268 Rev. -)

1 ea. 6,227.00

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter 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

6 Water Mist Fire Extinguishing System, Inspect And Test

16 Sewage Holding Tank(s), 4 Year Service

26 Balanced Doors, Replace

27 QAATDR/QAWTDR, Replace (NSC3&F)

28 QAWTDR, Modify 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_0917_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), 2014, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor shall 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 shall provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor shall 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 shall perform all welding and allied processes, and NDI in accordance with SFLC Std Spec 0740.

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

3.5.1 USCG facilities. The Contractor shall 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 shall 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 shall 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 shall 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 not applicable.

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 a 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 shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall 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 shall 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 shall 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 shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall 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 shall 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 shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall 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 shall 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 shall 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. Pier Restrictions, FLETC Badge requirements, Heavy Equipment clearance from CEU Miami.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

3.7.1.1 SFLC Std Spec 6310, page C-2, Section C1.5.1. Change from "lead-containing paint as 0.06%" to "lead-containing paint as 0.009%".

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3.7.1.2 SFLC Std Spec 6310, page 4, Section 2 References, Group- Other References. Add “The Society for Protective Coatings (SSPC) Paint Application Guide No. 11, 2008, Protecting Edges, Crevices, and Irregular Steel Surfaces by Stripe Coating”

3.7.1.3 SFLC Std Spec 6310, page Appendix C-6, add "Hempel Hempadur Multi-Strength GF 35870" with FED- STD-595 color "Black/Red" under ANTI-ABRASION COATING, ICE BREAKING CAPABLE VESSELS, <235’.

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3: SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.1.5 SFLC Std Spec 6310, page Appendix C-8, Under "Epoxy/Primer/Mid-Coat", add line Column 2:

International Intergard 264. Column 3: Various. Under "Polysiloxane", add line Column 2: International Interfine

979. Column 3: Various.

3.7.2 SFLC Standard Specification 0000 General Requirements.

3.7.2.1 SFLC Std Spec 0000, paragraph 1.3 ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

3.8 FLETC Base Security. The Contractor shall contact Contracting Officer upon contract award to obtain FLETC Security Base Access requirements. Contractor shall note that it can take a minimum of one month for FLETC Security to process documentation related to Base Access, and even longer for special cases such as foreign nationals. It is the responsibility of the Contractor to comply with FLETC Base Security measures.

3.8.1 Gaining Access to FLETC Charleston:

• Personnel that possess a valid Government Access Card (CAC) or Transportation Worker

Identification Credential (TWIC) cards are cleared to access FLETC Charleston. This includes Foreign Nationals. Please be sure to submit the Acccess List prior to arrival (Step 2) for accountability in case any issues arise.

• U.S. Citizens that do not possess a CAC/TWIC card must go through the FLETC badge application process. All paperwork must be submitted at least two weeks prior to arrival to ensure access.

Personnel must submit 2 forms; the FLETC Badge Application (complete section A and B only) and Form 306. Be advised that DHS completes back ground checks on all applications and may deny access to those with criminal history. Personnel that will be working at FLETC periodically should submit applications for the longest possible time (1 year) to avoid re-application.

• Foreign Nationals requesting access to FLETC are subject to additional screening and must submit the FLETC badge application, Form 306 and the Foreign National Addendum 17A at least 30 days prior to arrival. Please ensure that foreign nationals have a work visa. FLETC will not allow foreign nationals with tourist visa access to the base for work.

• Arriving at FLETC: All new personnel need to stop at the visitors center near the main gate to 1)

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Have CAC/TWIC Card registered or pick up a badge and 2) Pick up your parking pass for your vehicle. The parking pass takes only a few minutes to fill out on-site, bring valid license, registration and insurance. Parking for HAMILTON and JAMES is located at the head of PIER PAPA. DO

NOT PARK ON THE PIER.

3.8.2 Gaining Access to CGC HAMILTON and CGC JAMES:

• All personnel, (USCG, other military, civilian employees, contractors) must submit a completed copy of the Access List Spreadsheet. This information will be available on the quarterdeck of the vessel and allows ship’s personnel to maintain visitor accountability. All visitors must sign in and out at the quarterdeck each day. Workers that will be on the ship for an extended period may be issued a badge to expedite the process.

3.8.3 Gaining Access to Secure Spaces on the Cutters

• Certain spaces on board the cutter contain classified information and will require proof of security clearance before access is granted. These spaces are CIC, COMM/MEES, the LAN Room and SCIF.

Personnel wishing to work in these areas must have their clearance via OPNAV 5521/17 form in addition to the spreadsheet mentioned 3.8.2, at least two weeks prior to arrival.

3.8.4 Submitting Access Requests

• All of these forms contain large amount of Personally Identifiable Information (PII). Encryption or password protection of emails is HIGHLY ENCOURAGED.

• Please submit all necessary forms via email to the email list below. Please submit all forms in a single email or as size limits allow. The USCG personnel in these email lists will ensure that the forms are secured, reviewed, and forwarded to the proper personnel. You will be notified of any discrepancies with the paperwork.

• Please do not hesitate to contact any of the personnel on the email list below with questions.

PERSON EMAIL PHONE RESPONSIBILITY

LTjg Patrick Beringer Patrick.A.Beringer@usg.mil 843-740-7096 SFLC Port Engineer – CGC

HAMILTON

OS1 Cody Rochus Cody.A.Rochus@uscg.mil 843-308-9638 CGC HAMILTON

Security/Secure Access (primary)

CGC HAMILTON

Personnel Security

D07-DG-CGHamilton- Security@uscg.mil

843-308-9638 CGC HAMILTON

Security/Secure Access

CWO Miguel Felix Miguel.A.Felix@uscg.mil 843-740-7096 SFLC Port Engineer – CGC

JAMES

OS2 Kerron Benn Kerron.D.Benn@uscg.mil 843-308-9662 CGC JAMES Security/Secure Access

(primary) CGC JAMES Personnel

Security D07-DG-CGCJames- PERSEC@uscg.mil

843-308-9662 CGC JAMES

Security/Secure Access mailto:Patrick.A.Beringer@usg.mil mailto:Cody.A.Rochus@uscg.mil mailto:D07-DG-CGHamilton-Security@uscg.mil mailto:D07-DG-CGHamilton-Security@uscg.mil mailto:Miguel.A.Felix@uscg.mil mailto:Kerron.D.Benn@uscg.mil mailto:D07-DG-CGCJames-PERSEC@uscg.mil mailto:D07-DG-CGCJames-PERSEC@uscg.mil

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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 mfgr.

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 mfgr.

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

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

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)

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:

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QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

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).

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QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

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)

COATING MFG PRODUCT NAME BATCH

INDUCTION

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

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12305_0917_FLT

REC_12311_FLT_418’ WMSL (754 CGC JAMES) (0717)

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 - FUEL SERVICE TANKS

TYPE OF TANK LOCATION CAPACITY - 95%

(GALLONS)

LOW SUCTION (GALLONS)

Diesel Service 5-36-2-F 21,724 14

Diesel Service 4-64-1-F 9,698 75

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750 WMSL 085-033, Rev -, Tank Capacity Curves (WMSL 754

Only) (ASC085013E) Coast Guard Drawing 750 WMSL 100-061, Rev-, Inboard and Outboard Profile Coast Guard Drawing 750 WMSL 101-004, Rev G, C & A, First Platform (ASC101004) Coast Guard Drawing 750 WMSL 167-001, Rev J, Manhole List Installation and

Fabrication Details Ship Wide (ASC167001) Coast Guard Drawing 750 WMSL 801-010, Rev A, Booklet of General Plans (NSC 5

Only) (ASC801001E)

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

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OTHER REFERENCES

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS)

C6183, 2013, Cork and Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

MIL-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of Reliability Is Required

3. REQUIREMENTS

3.1 General.

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

• 3.9 Ultrasonic thickness (UT) measurement

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

• Fuel

• Piping

• Tank access cover

3.1.4.1 The Contractor shall remove all remaining tank contents (approximately 2% of original CAPACITY - 95%), after the existing tank contents have been emptied by the vessel’s crew until loss of suction (using the vessel’s existing transfer systems). Document a complete chain of custody record of the removed tank contents from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.1.4.2 Dispose of removed fluids in accordance with all applicable Federal, state, and local regulations (see 4.2 (Tank content restoration)).

NOTE

Vessel may come in with less tank fluid contents than specified above.

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NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.2 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast Guard Personnel perform an initial operational test of the TLI’s for tanks listed in paragraph 1.1 (Intent), to demonstrate existing operational condition. Submit a CFR.

3.3 Plug log. The Contractor shall keep a written record of all plugs put in any tanks vents. A separate list shall be kept for each tank being entered.

3.3.1 Ensure that all plugs are removed from each tank upon completion of work in the tank.

3.3.2 Ensure the plug log is available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.

NOTE

Initial and post repair operational tests apply only to tanks that possess TLIs.

3.4 Cleaning requirements. The Contractor shall remove tank cover(s) and clean 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). Remove cleaning media and residues continuously during the washing process. Remove any residual wash media;

and wipe up residual moisture with clean lint-free cloths. The Contractor shall refer to Coast Guard Drawing 750 WMSL 100-061 for guidance.

3.5 Tank content and waste disposal. The Contractor shall dispose of residual tank contents and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. 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 document to the COR upon completion of work.

3.6 Inspection. The Contractor shall accomplish the following tasks:

3.6.1 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 CFR including the following, as applicable:

• Tank structural condition.

• Inaccessible areas.

• Condition of tank coating, including measurements taken, percentage, location, and type of coating failure (if tank interior surfaces are coated).

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

• Sounding/vent tube and striker plate condition.

• Suction and discharge piping condition.

• Fastener material and condition (correct fastener material is stainless steel).

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3.6.2 Measure up to 50 “pits” within each tank as designated by the Coast Guard Inspector using a Contractor supplied ‘Pit Gauge’. Include pit measurement results in CFR specified above, showing where pit measurements were taken and the depth of the pit.

3.7 Tank closing. The Contractor shall ensure that the tank(s) remain open for at least 24 hours after completion of…