Attachment_B_-_Specifications_-_BEAR_(WMEC_270A).pdf

USCGC BEAR (WMEC 901)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2019

Developed By: Brian D Kist

(Rev-0, 25 May 2018)

USCGC BEAR (WMEC-270A) 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 .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Tanks (Aviation Fuel Service), Clean and Inspect WORK ITEM 2: Chain Locker(s), Clean and Inspect WORK ITEM 3: Tanks (Mp Fuel Stowage And Overflow), Clean And Inspect WORK ITEM 4: Tanks (Mp Fuel Service), Clean And Inspect WORK ITEM 5: Tanks (Potable Water), Clean and Inspect WORK ITEM 6: Tanks (Dirty Oil and Waste), Clean and Inspect WORK ITEM 7: Commissary Hoist, Inspect and Service WORK ITEM 8: Anchor Chain(s) and Ground Tackle, Inspect and Repair WORK ITEM 9: Anchor(s), Preserve WORK ITEM 10: Anchor Windlass, Overhaul WORK ITEM 11: Grey Water Piping, Clean And Flush WORK ITEM 12: Tanks (Potable Water), Preserve “Partial” WORK ITEM 13: Fire Hose Stations, Modify WORK ITEM 14: FOP Sludge Tank Vent Line, Modify WORK ITEM 15: Fuel Piping, Modify WORK ITEM 16: Shaft Seal Vent, Install WORK ITEM 17: Hand Wash Station, Install WORK ITEM 18: Refrigerant Leak Detection System (Dry Stores), Upgrade WORK ITEM 19: Tanks (Ballast), Clean and Inspect WORK ITEM 20: Grey Water Holding Tank(s), Clean and Inspect WORK ITEM 21: Sewage Holding Tank(s), Clean and Inspect WORK ITEM 22: Vent Ducts (All Other), Commercial Cleaning WORK ITEM 23: Vent Fans and Motors, Overhaul (Non-Machinery Spaces) WORK ITEM 24: Deck Covering (Interior Wet/Dry), Renew WORK ITEM 25: Chain Pipe, Renew WORK ITEM 26: Deck Plating (Magazine), Renew WORK ITEM 27: Grey Water Piping, Renew WORK ITEM 28: Bilge Piping, Renew WORK ITEM 29: Sounding Tubes (Multiple Tanks), Repair WORK ITEM 30: Fan Space Deck, Inspect and Preserve WORK ITEM 31: Deck Plating (Aft Steering), Renew WORK ITEM 32: Deck Plating (Lower Stores Passageway), Repair 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 {xxxxxx}, Rev {x}, Title

Coast Guard Drawing 901 WMEC 111-001, Rev H, Shell Exp Fwd 101

Coast Guard Drawing 901 WMEC 111-002, Rev G, Shell Exp Aft 182

Coast Guard Drawing 901 WMEC 113-001, Rev E, Tank Top Pl & Fr Fwd 101

Coast Guard Drawing 901 WMEC 113-001, Rev E, Tank Top Pl. & Fr Fwd Fr 101

Coast Guard Drawing 901 WMEC 113-001, Rev E, Tank Top PL. & FR Fwd FR 101

Coast Guard Drawing 901 WMEC 113-002, Rev A, Tank Top PL & FR Aft 182

Coast Guard Drawing 901 WMEC 113-002, Rev A, Tank Top Pl. & Fr Aft Fr 182

Coast Guard Drawing 901 WMEC 113-003, Rev G, & FR, FR 101-182

Coast Guard Drawing 901 WMEC 113-003, Rev G; Tank Top Pl. & Fr, Fr 101-182

Coast Guard Drawing 901 WMEC 116-001, Rev D, CVK Fwd 101 & G Long 2

Coast Guard Drawing 901 WMEC 116-002, Rev B, CVK Aft 182

Coast Guard Drawing 901 WMEC 116-003, Rev E, CVK FR 101-182 & G Long. 2 & 4

Coast Guard Drawing 901 WMEC 117-010, Rev G, Web FR/STAN/FL 190 Aft

Coast Guard Drawing 901 WMEC 121-001, Rev D, Long Tank Bhds, Aft 182

Coast Guard Drawing 901 WMEC 122-001, Rev H, Transv Bhds 12 & 26

Coast Guard Drawing 901 WMEC 122-002, Rev G, Transv Bhds 47, 78 & 82

Coast Guard Drawing 901 WMEC 122-002, Rev G; Transv Bhds 47, 78 & 82

Coast Guard Drawing 901 WMEC 122-003, Rev G, Transv. Bhds. 103, 117

Coast Guard Drawing 901 WMEC 122-004, Rev F, Transv. Bhds. 165, 169, 151.6

Coast Guard Drawing 901 WMEC 122-005, Rev F, Transv Bhds 186 & 190

Coast Guard Drawing 901 WMEC 122-006, Rev F, Transv Bhds 196, 207, 228, 242

Coast Guard Drawing 901 WMEC 123-001, Rev C, Dumbwaiter Trunk & FDN FR 165

Coast Guard Drawing 901 WMEC 123-002, Rev D, Chain Lkr Bhds & Details

Coast Guard Drawing 901 WMEC 131-001, Rev G, Mn Dk Pl & Fr, Fwd 101

Coast Guard Drawing 901 WMEC 141-001, Rev E, 1st Platform Pl & Fr FWD 103

Coast Guard Drawing 901 WMEC 141-002, Rev G, 1st Platform Pl & Fr Aft 182

Coast Guard Drawing 901 WMEC 185-001, Rev G, HVAC Fan Fdn

Coast Guard Drawing 901 WMEC 185-014, Rev K, Auxiliary Machinery Space 1 Foundations v (Rev-0)

Coast Guard Drawing 901 WMEC 185-4, Rev E, Anchor Windlass Foundation

Coast Guard Drawing 901 WMEC 185-5, Rev-, Installation of Jered Anchor Windlass and Warping

Capstan “A” Class MEP

Coast Guard Drawing 901 WMEC 256-012, Rev -, Shaft Seal Vent Line Modification

Coast Guard Drawing 901 WMEC 262-001, Rev J, Lube Oil Sys Diag

Coast Guard Drawing 901 WMEC 320-035, Rev AJ, As-Built Electrical One-Line Diagram

Coast Guard Drawing 901 WMEC 501-002, Rev K, Aux Mchry Space No.2 Arr.

Coast Guard Drawing 901 WMEC 505-008, Rev C, Bhd, Dk & Shell Piping Penetrations

Coast Guard Drawing 901 WMEC 505-008, Rev C; Bhd, Dk & Shell Piping Penetrations

Coast Guard Drawing 901 WMEC 506-001, Rev K, Ovfl AE & ST Sys Diag

Coast Guard Drawing 901 WMEC 506-002, Rev J; Overflow, Air Escape and Sounding Tube A&D Fwd

Coast Guard Drawing 901 WMEC 506-003, Rev K, Ovflow AE & ST A&D Aft 103

Coast Guard Drawing 901 WMEC 506-003, Rev K, OVFLOW AE & ST A&D AFT 103

Coast Guard Drawing 901 WMEC 512-005, Rev L, Vent, Mn Dk Fwd 47 A&D

Coast Guard Drawing 901 WMEC 512-009, Rev E, Vent 01 Lvl and Above Fr 103-140 A & D

Coast Guard Drawing 901 WMEC 512-009, Rev E, Vent 01 Lvl and Above Fr 103-140 A&D

Coast Guard Drawing 901 WMEC 514-001, Rev K, HVAC Sys Diag

Coast Guard Drawing 901 WMEC 514-005, Rev J, HVAC Fan Rooms Mn Dk A & D

Coast Guard Drawing 901 WMEC 514-005, Rev J, HVAC Fan Rooms, Mn Dk A&D

Coast Guard Drawing 901 WMEC 516-017, Rev A, Mods Incidental to the Carrier Reefer Plant Install

Coast Guard Drawing 901 WMEC 516-018, Rev-, Reefer Plant Freon Leak Detection System Installation

Coast Guard Drawing 901 WMEC 521-012, Rev -, Fire Station Hose Saddle Mods

Coast Guard Drawing 901 WMEC 528-002, Rev J, Soil Wwtr Drns Mchry Sp. A & D

Coast Guard Drawing 901 WMEC 528-006, Rev J, Vents / Drns-Mn Dk A&D

Coast Guard Drawing 901 WMEC 528-011, Rev-, Aux Machinery Space No.1 Hand Washing Station

Coast Guard Drawing 901 WMEC 528-012, Rev -, Aux Machy Space No.1 Hand Washing Station-

BEAR Only

Coast Guard Drawing 901 WMEC 529-001, Rev N, Ballasting & Emer Bilge Drainage Sys Diagram

Coast Guard Drawing 901 WMEC 529-002, Rev K, Blst and Emer Bilge Drain Ins Mchry Sp A&D

Coast Guard Drawing 901 WMEC 529-003, Rev J, Blst and Emerg Drain Outside Machry Space A&D

Coast Guard Drawing 901 WMEC 531-012, Rev B, Reverse Osmosis Plant A & D

Coast Guard Drawing 901 WMEC 531-014, Rev A, Reverse Osmosis Plant – Potable Water Mod

Coast Guard Drawing 901 WMEC 533-005, Rev H, H&C Potable Water System Mn Dk - A & D

Coast Guard Drawing 901 WMEC 533-006, Rev H, H & C Potable Water System, 01 Lvl & Abv A&D

Coast Guard Drawing 901 WMEC 533-007, Rev J, H & C Potable Water Blw Mn Dk

Coast Guard Drawing 901 WMEC 541-006, Rev D, Fuel Oil Purifier Mods to Suit Alfa-Laval SU-841

(for A-Class)

Coast Guard Drawing 901 WMEC 541-007, Rev A, FOP Vent Mod

Coast Guard Drawing 901 WMEC 572-001, Rev G, Svce Hoist Instl A&D

Coast Guard Drawing 901 WMEC 581-001, Rev G, Anchor Handling A & D

Coast Guard Drawing 901 WMEC 581-001, Rev G, Anchor Handling A&D vi (Rev-0)

Coast Guard Drawing 901 WMEC 581-002, Rev C, Hawse & Chain Pipes

Coast Guard Drawing 901 WMEC 581-1, Rev G, Anchor Handling A & D

Coast Guard Drawing 901 WMEC 581-4, Rev E, Anchor Windlass Arrangement and Details

Coast Guard Drawing 901 WMEC 593-004, Rev H, Sewage Transfer System, Arrangement and Details

Coast Guard Drawing 901 WMEC 593-005, Rev H, Sewage Vac Sys Diag

Coast Guard Drawing 901 WMEC 593-005, Rev H, Sewage Vacuum System Diagram

Coast Guard Drawing 901 WMEC 593-006, Rev J, Sew Vacuum Sys Below Main Deck

Coast Guard Drawing 901 WMEC 593-006, Rev J, Sewage Vacuum System Below Main Deck

Arrangement and Details

Coast Guard Drawing 901 WMEC 593-006, Rev J, Sewage Vacuum System Below Main Deck

Coast Guard Drawing 901 WMEC 593-007, Rev F, Sewage Vacuum System Above Main Deck

Arrangement and Details

Coast Guard Drawing 901 WMEC 593-007, Rev F, Sewage Vacuum System, Main Deck and Above –

A&D

Coast Guard Drawing 901 WMEC 593-008, Rev K, Oily Bilge System Diagram

Coast Guard Drawing 901 WMEC 593-009, Rev H, Oily Bilge - A&D

Coast Guard Drawing 901 WMEC 593-024, Rev-, Sewage Vacuum Sys Below Main Deck Instln FWD

FR 103

Coast Guard Drawing 901 WMEC 635-001, Rev K, Hull Therm & Acst – A&D

Coast Guard Drawing 901 WMEC 665-004, Rev K, Anchor Windlass Rm & Bosn’s Wks – A&D

Coast Guard Drawing 901 WMEC 672-002, Rev K; Store Rm Arr, 1st Platf

Coast Guard Drawing 901 WMEC 672-003, Rev N; Store Rm Arr, Hold

Coast Guard Drawing 901 WMEC 801-004, Rev J, General Arrangement 01 Level

Coast Guard Drawing 901 WMEC 801-005, Rev K, Genl Arr, Mn Dk

Coast Guard Drawing 901 WMEC 801-006, Rev M; Genl Arr, 1st Platf

Coast Guard Drawing 901 WMEC 801-007, Rev J; Genl Arr, Hold

Coast Guard Drawing 901 WMEC 801-007, Rev J; Genl Arr, Hold

Coast Guard Drawing 901 WMEC 801-010, Rev B, Inboard Profile

Coast Guard Drawing 901 WMEC 801-021, Rev C, Tank Capacity & Sounding Tube Tables

Coast Guard Drawing 905 WMEC 185-014, Rev D, Aux Mchry Space #1 Fdns

Coast Guard Drawing 905 WMEC 320-014, Rev AC, Electrical One-Line Diagram

Coast Guard Drawing 905 WMEC 516-022, Rev A, Mods Incidental to the Carrier Reefer Plant Install

Coast Guard Drawing 905 WMEC 516-023, Rev-, Reefer Plant Freon Leak Detection System Installation

Coast Guard Drawing 905 WMEC 531-010, Rev A, Reverse Osmosis Plant – Potable Water Mod

Coast Guard Drawing 905 WMEC 541-008, Rev D, Fuel Oil Purifier Mods to Suit Alfa-Laval SU-841

(for B-Class)

Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vac Sys Diagram

Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vac Sys Below Mn Dk – A&D

Coast Guard Drawing 905 WMEC 672-006, Rev C, Reefer Stores Hold Fr 174-186

Coast Guard Drawing 905 WMEC 801-018, Rev G, Booklet of General Notes and Details

NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck

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

Details vii (Rev-0)

COAST GUARD PUBLICATIONS

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

Manual

Coast Guard Technical Publication (TP) 2721, Dec 2010, Section 581-A, Technical Manual for Anchor

Windless Model No. 3405 EAW

Coast Guard Technical Publication (TP) 2721, Sep 2012, SWBS 572, Dumbwaiter

Coast Guard Technical Publication (TP) 4911, SWBS 516, Dec 2014, R-134A Low Temperature

Refrigeration Plant – Type 2

Coast Guard Technical Publication (TP) 9033, SWBS 436, Dec 2014, Chillgard LE Refrigerant Monitor

System

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 0740 (SFLC Std Spec 0740), 2014, Welding and

Allied Processes.

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC

Electrical Motors In-Shop

Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2014, Overhaul AC

Electrical Motors

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

Electric 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 5100 (SFLC Std Spec 5100), 2014, Clean

Shipboard Ventilation 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 8636 (SFLC Std Spec 8636), 2014, Temporary

Hull Accesses

OTHER REFERENCES

American Bureau of Shipping (ABS) Approved Chain, Accessory and Bar Manufacturing Facilities List, Oct 2016

American National Standards Institute / American Water Works Association (ANSI/AWWA) C652, 2013, Disinfection of Water-Storage Facilities

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

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

Components - Health Effects

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

Components - Health Effects viii (Rev-0)

ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets

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

ASTM International (ASTM) D3951, 2015, Standard Practice for Commercial Packaging

ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates

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

Federal Specification (Fed Spec) QQ-N-281D(2), Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

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

Weldless

Federal Specification (Fed Spec) RR-C-271, Rev E, Mar 2016, Chains and Attachments, Carbon and

Alloy Steel

International Standard Organization (ISO) 2953, 2000, Mechanical Vibration, Balancing Machines, Description and Evaluation

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation

MIL-C-24633, Oct 2014, Chain, Stud Link, Anchor, Low Alloy Steel, Flash Butt Welded

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

Reliability Is Required

MIL-DTL-23549, Sep 2016, Grease, General Purpose

MIL-PRF-6855F, 2012, Rubber, Synthetic, Sheets, Strips, Molded or Extruded Shapes, General

Specification For

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

Details

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007, Cork and

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

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

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets

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

Rubber Composition Sheet; For Aromatic Fuel And Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C-6183A, 2013, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 6/NACE No. 3, 2007, Commercial 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)

10 N Inspect and Service

Kit (Contains all GFP listed below)

4940-01-599-9029 J199532 2 KT

10 N **Electric brake PN: J199133 1 ea.

10 N Oil seal PN: J17E0078 1 ea.

10 N **Thrust bearing assy

PN: J05A0269 1 ea.

10 N **Spherical roller bearing

PN: J05A0270 1 ea.

10 N Gasket cork PN: J05C0080 1 ea.

10 N **Shim PN: JR1406903 1 ea.

10 N **Roller bearing PN: J056A0021 1 ea.

10 N **Tapered roller bearing

PN: J05A0268 1 ea.

10 N **Grease fitting PN: JA2001402 1 ea.

10 N **Gearbox vent PN: J11C0033 1 ea

10 N **Locknut PN: J41NTE-164 1 ea

10 N **Lock washer PN: J199132 1 ea

10 N **Spacer PN: J199135 1 ea

23 N 36”X3” MIL-R-6855

Fan Conn

P/N: 6855A28U3 2 ea. 1,454.00

23 N 36” Navy Fan

Connector Rings

P/N: RRA28 2 ea. 410.00

23 N 29.25”X3” MIL-R-

6855 Fan Conn

P/N: 6855A12U3 2 ea. 1,060.00

23 N 29.25”X3” Navy Fan

Connector Rings

P/N: RRA12 2 ea. 315.00

23 N Resilient mounts Type 7E450 10 ea. 400.00

23 N 21” X 3” Navy Fan

Connector Rings

2 ea

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

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

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter x (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5

(Inspection report particulars)):

Work

Item Title

7 Commissary Hoist, Inspect and Service

8 Anchor Chain(s) and Ground Tackle, Inspect and Repair

10 Anchor Windlass, Overhaul xi (Rev-0)

PRINCIPAL CHARACTERISTICS

270' WMEC (A-CLASS)

PHYSICAL

Length overall 270' 0"

Length between perpendiculars 255' 0"

Beam molded 38' 0"

Depth molded, main deck amidships

01 level amidships

23' 6"

31' 4"

Full load displacement 1,902.2 long tons

Draft, full load to baseline amidships 14' 3"

Highest projection above baseline

*height approximated

≈ 110' 0"

Shore tie voltage requirements 2 cables, 400A / 450V, 3 phase

Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 18-251-F Diesel Engines, 3,600 BHP each

Ship’s service generators 2 Caterpillar Model D-398-TA Diesel-driven KATO 6P6-

1350 Generators. 475 KW each @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Emergency generators Caterpillar Model D-348-TA Diesel-driven KATO 4P4-

1900. 475KW @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Number of propellers 2

Propeller diameter 9' 0"

Number of blades, Each 4

Pitch Controllable

Shaft RPM 260

Shaft diameter 10.55" at exit of hull

Anchor & chain Two 4,000 lb Navy Stockless Anchors, 8 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 79,210 gal.

JP-5 total (95%) 25,890 gal.

Potable water total (100%) 8,553 gal.

Hydraulic & lube oil total (95%) 2,237 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 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec

0000, in accomplishing the following task:

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

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

3.3 Preservation requirements. The Contractor 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 (USCG Activity

Generator Status) will be provided as-needed for the specific facility where work is to be accomplished. CG Base or Sector Environmental POC must provide these details.

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

3 (Rev-0) 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, 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. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved

4 (Rev-0) 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%".

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)).”

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 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

6 (Rev-0)

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 |

7 (Rev-0)

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:

8 (Rev-0)

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).

9 (Rev-0)

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)

10 (Rev-0)

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

11 (Rev-0)

12300_0617_FLT

REC_12311_FLT_270’ WMEC ‘A’ Class (ALL) (0717)

WORK ITEM 1: Tanks (Aviation 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):

TYPE OF TANK LOCATION

CAPACITY - 95%

(GALLONS)

LOW SUCTION (GALLONS)

JP-5 Service 3-190-1-J 890 90

JP-5 Service 3-190-2-J 890 90

* Tank CAPACITY - 95% at 95%

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 901 WMEC 113-001, Rev E, Tank Top PL. & FR Fwd FR 101

Coast Guard Drawing 901 WMEC 113-002, Rev A, Tank Top PL & FR Aft 182

Coast Guard Drawing 901 WMEC 113-003, Rev G, & FR, FR 101-182

Coast Guard Drawing 901 WMEC 116-001, Rev D, CVK Fwd 101 & G Long 2

Coast Guard Drawing 901 WMEC 116-002, Rev B, CVK Aft 182

Coast Guard Drawing 901 WMEC 116-003, Rev E, CVK FR 101-182 & G Long. 2 & 4

Coast Guard Drawing 901 WMEC 121-001, Rev D, Long Tank Bhds, Aft 182

Coast Guard Drawing 901 WMEC 122-001, Rev H, Transv Bhds 12 & 26

Coast Guard Drawing 901 WMEC 122-002, Rev G, Transv Bhds 47, 78 & 82

Coast Guard Drawing 901 WMEC 122-003, Rev G, Transv. Bhds. 103, 117

Coast Guard Drawing 901 WMEC 122-004, Rev F, Transv. Bhds. 165, 169, 151.6

12 (Rev-0)

Coast Guard Drawing 901 WMEC 122-005, Rev F, Transv Bhds 186 & 190

Coast Guard Drawing 901 WMEC 122-006, Rev F, Transv Bhds 196, 207, 228, 242

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

OTHER REFERENCES

Federal Specification (Fed Spec) QQ-N-281D(2), Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

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

6183A, 2013, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil

Resistant Gaskets

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard Drawings 901 WMEC 113-001, 901

WMEC 113-002, 901 WMEC 113-003, 901 WMEC 116-001, 901 WMEC 116-002, 901 WMEC

116-003, 901 WMEC 121-001, 901 WMEC 122-001, 901 WMEC 122-002, 901 WMEC 122-

003, 901 WMEC 122-004, 901 WMEC 122-005, and 901 WMEC 122-006 for guidance.

3.1.1 CIR.

None.

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 following: up to a total of 10,000 gallons of fuel..

NOTE

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

The Contractor is responsible for providing all materials, equipment and services necessary to comply with local environmental regulations.

13 (Rev-0)

3.1.5 Operational test, initial. Prior to commencement of work, the Contractor shall 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 Cleaning requirements. The Contractor shall remove tank cover(s) and clean tank interior surfaces free of all foreign materials, such as residual water, sediment, sludge, rust, and bacterial growth, taking care not to damage the coating system (if applicable).

3.2.1 Remove cleaning media and residues continuously during the washing process. Wash the tank with high-pressure cold fresh water before it has a chance to dry after emptying. Do not use steam; it can damage the tank’s coating.

3.2.2 Drain and dry the tank using a portable air-driven pump. When dry, and after final visual inspection, close the tank. Submit a CFR.

WARNING

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

3.3 Tank content and waste disposal. The Contractor shall dispose of tank contents and all 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.

3.4 Inspection. The Contractor shall 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.

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.

3.4.1 Pit measurement. Measure up to 10 “pits” within each tank as designated by the Coast

Guard Inspector using a Contractor supplied ‘Pit Gauge’. The results of these measurements shall be included in the inspection report showing location of pit measurements and depth of pit(s).

3.5 Ultrasonic thickness (UT) measurement. The Contractor shall take a total of 50 UT measurements of tank plating in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using drawings in Section 2 (References) as guidance. Submit a CFR.

3.6 Tank closing. The Contractor shall ensure that the tank(s) remain open for approximately 24 hours after completion of any KO-authorized repair and preservation procedures. Notify the COR

14 (Rev-0) at least 24 hours prior to closing the tank(s). After satisfactory inspection by the Coast Guard

Inspector and completion of all authorized repairs, close tank manhole cover(s) with new gasket material conforming to AMS-C-6183. Chase threads on studs to ensure even installation of the access covers. Renew any damaged or non-monel nuts with Nickel-Copper alloy (monel) nuts meeting QQ-N-281, Class A or B. The nuts and bolts shall be of different classes to prevent galling. Existing undamaged fasteners meeting this specification may be reused. For purpose of bid, assume 10% of existing fasteners will require renewal.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.7 Operational test, post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition.

Submit a CFR.

4. NOTES

4.1 Tank content removal. The Ship’s force will pump down the tanks to the maximum extent possible with the installed pumping system.

4.2 Tank inspection. The Coast Guard Inspector will visually inspect the tank interior immediately prior to closing.

4.3 Refilling. After final visual inspection and tank closure, Ship’s force will refill tank with JP-5 fuel. Recirculate the fuel until it is clear and bright and passes the MK I and MK III detector kit tests. Flush all lines, pipes, and fittings before placing the JP-5 system back in service.

15 (Rev-0)

12300_0617_FLT

REC_63110_FLT_CHNLKR_270’ WMEC ‘A’ Class (ALL) (1215)

WORK ITEM 2: Chain Locker(s), Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the

Chain Locker(s).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 901 WMEC 123-002, Rev D, Chain Lkr Bhds & Details

Coast Guard Drawing 901 WMEC 581-002, Rev C, Hawse & Chain Pipes

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor shall refer to Coast Guard Drawing901 WMEC 123-002 and 901

WMEC 581-002 for guidance.

3.1.1 CIR.

None.

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

16 (Rev-0) 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:

Eductor strainer.

Anchors and chains.

Fluid contents of chain locker(s).

Deck grating.

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 bilge sensor(s)/alarm(s), as applicable, to demonstrate existing operational condition. Submit a CFR.

3.3 Cleaning tasks. The Contractor shall refer to Coast Guard Drawing 901 WMEC 123-002 and

901 WMEC 581-002 for guidance and clean all interior surfaces free of all foreign materials, such as sediment or sludge. Remove all persistent residues, taking care not to damage the coating system. 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. Collect, contain, and dispose of all wash media, residues, and cleaning materials in accordance with all

Federal, state, and local regulations.

3.4 Inspection. The Contractor shall visually inspect sounding tubes and the port and starboard chain locker surfaces, including the sump, bellmouths, hawse pipes, chain pipes, bottom grate and all structural members. Submit a CFR including the following, as applicable:

Structural condition

Inaccessible areas

Condition of coating system, including measurements taken, percentage, location, and type…