Specification_Package_Rev-0 _13_Oct__2015.pdf

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Attached to: USCG STA BOSTON 45659 2016 DRYDOCK REPAIRS
Solicitation number: HSCG40-16-Q-P30140
Issued by: Department of Homeland Security US Coast Guard

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45659 (RMB 45) Specification Package Rev-0 13 Oct 2015

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USCG 45659 (RB-M 45)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2016

Developed By: Edward A Wadley2

(Rev-0, 13 October 2015)

USCG 45659 (RB-M-45) DRYDOCK AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... vii Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Ultrasonic Testing (UT) (100) Shots, Perform WORK ITEM 2: Hull Plating (U/W Body), Inspect WORK ITEM 3: Fendering System, Inspect WORK ITEM 4: Diesel Fuel Tank, Clean and Inspect WORK ITEM 5: Main Diesel Engine(s) to Auragen Generator(s) and Jet Drive(s), Align WORK ITEM 6: Water Jet-Inspect, Perform Service WORK ITEM 7: Jet Drive Anodes, Renew WORK ITEM 8: Engine Exhaust Piping, Inspect WORK ITEM 9: Sea Valves, Renew WORK ITEM 10: Diesel Tank(s), Refuel WORK ITEM 11: Water Jet Drive, Preserve WORK ITEM 12: U/W Body, Preserve (100%) WORK ITEM 13: Interior Hull Insulation, Inspect WORK ITEM 14: Drydock WORK ITEM 15: Temporary Services, Provide WORK ITEM 16: Sea Trial Performance, Support, Provide WORK ITEM 17: Sea Strainer, Overhaul WORK ITEM 18: Air Intake Baffle, Mast Step, Handhold, Install WORK ITEM 19: Low Level Lights FWD WORK ITEM 20: Tow Reel, Anchor Reel - Preserve WORK ITEM 21: MDE SW Valves, Overhaul 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 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 – as follows:

• MIL/DOD/CID Specifications: http://www.assistdocs.com/search/search_basic.cfm

• Commandant Instruction Manuals: http://www.uscg.mil/directives/default.asp

• Public Laws, Code of Federal Regulations, U.S Codes, and other Federal Government laws::

www.gpoaccess.gov

The Government is aware of the following internet web links where contractors may procure commercial specifications:

• American Welding Society (AWS): http://www.awspubs.com/index.php

• ANSI, ASTM, IEEEE, NFPA, ASME, SAE Standards: http://www.techstreet.com/

• NFPA: http://www.nfpa.org

• SSPC Standards and pictorial guides: http://shopping.netsuite.com/sspcmarketplace

COAST GUARD DRAWINGS

Coast Guard Drawing 45 RB-M 084-002, Rev -, Docking Plan Coast Guard Drawing 45 RB-M 084-002, Rev –, Docking Plan Coast Guard Drawing 45 RB-M 110-001, Rev -, Hull Structure Coast Guard Drawing 45 RB-M 110-002, Rev -, Hull Structure Module A Coast Guard Drawing 45 RB-M 110-003, Rev -, Hull Structure Module B Coast Guard Drawing 45 RB-M 114-001, Rev -, Fendering Arrangement Coast Guard Drawing 45 RB-M 151-001, Rev -, Pilothouse Structure, Module C Coast Guard Drawing 45 RB-M 170-001, Rev -, Folding Mast Coast Guard Drawing 45 RBM 201-001, Rev -, Main Engine Arrangement Coast Guard Drawing 45 RBM 247-002, Rev -, Water Jet Propulsor Arrangement Coast Guard Drawing 45 RB-M 247-002, Rev -, Water Jet Propulsor Arrangement Coast Guard Drawing 45 RB-M 256-002, Rev -, Cooling System Propulsion Coast Guard Drawing 45 RB-M 259-002, Rev -, Exhaust System Coast Guard Drawing 45 RB-M 261-001, Rev -, Fuel Supply System Schematic Coast Guard Drawing 45 RB-M 261-002, Rev -, Fuel Supply System Coast Guard Drawing 45 RB-M 261-002, Rev -, Fuel Supply System Coast Guard Drawing 45 RB-M 261-004, Rev -, Fuel Supply System Tubes Coast Guard Drawing 45 RB-M 261-005, Rev -, Fuel Supply System - Pipe Assemblies Coast Guard Drawing 45 RB-M 261-100, Rev -, Fuel Fill and Vent Schematic http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-0)

Coast Guard Drawing 45 RB-M 261-101, Rev -, Fuel Fill and Vent Arrangement Coast Guard Drawing 45 RB-M 261-101, Rev -, Fuel Fill and Vent Arrangement Coast Guard Drawing 45 RBM 311-006, Rev -, APU System Coast Guard Drawing 45 RB-M 321-200, Rev -, Wire Harness Arrangement Coast Guard Drawing 45 RB-M 321-201, Rev -, Wire Way Arrangement Coast Guard Drawing 45 RB-M 330-001, Rev -, Lighting System Arrangement Coast Guard Drawing 45 RB-M 330-002, Rev -, Lighting System Schematic Coast Guard Drawing 45 RB-M 581-001, Rev -, Anchoring Handling and Stowage System Coast Guard Drawing 45 RB-M 582-002, Rev -, Mooring and Towing System Coast Guard Drawing 45 RB-M 631-001, Rev -, Painting Layout Coast Guard Drawing 45 RB-M 633-002, Rev -, Cathodic Protection Sacrificial Anode Coast Guard Drawing 45 RB-M 634-002, Rev -, Deck Covering Coast Guard Drawing 45 RB-M 635-002, Rev -, Insulation Details

COAST GUARD PUBLICATIONS

45 FT Response Boat Medium (RB-M) Operators Handbook COMDTINST M16114.41 March 2012 Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors

Manual Coast Guard Technical Publication (TP) 4934, SWBS 074, Sep 2014, Small Boat Diagrams for Hotwork Coast Guard Technical Publication (TP) 5716, SWBS 163, Apr 2014, Seawater Cooling System Duplex

Strainer - Model RBM-203976 Coast Guard Technical Publication (TP) 5737, SWBS 247, Jun 2014, Water Jet – Model FF375S Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

Requirements 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 3042 (SFLC Std Spec 3042), 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair and Installation Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services

OTHER REFERENCES

45 RB-M Water Jet Disassembly / Assembly Procedures American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End ASTM D1330-04(2010) Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4138, 2007, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates vi (Rev-0)

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2003 Edition, Bronze Gate, Globe, Angle and Check Valves Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL-STD-2003A, Sep 2009, Electric Plant Installation Standard Methods for Surface Ships and

Submarines Rolls-Royce Kamewa Water Jet Assembly Drawing 376 000 49 Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C6183, 2007 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), June 1996, Paint Application Specification No. 2 (PA-2), Measurement of Dry Coating Thickness with Magnetic Gages The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-WJ-2/NACE WJ-2, 2012 Water Jet Cleaning of Metals-Very Thorough Cleaning vii (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)

3 N Portside, Fender #8 (item

14drwg) NSN: PN: 205065 1 $00.00 ea

3 N STBDside, Fender #6 (item 13drwg)

NSN: PN: 205064 1 $00.00 ea

3 N STBDside, Fender #7 (item 13drwg)

NSN: PN: 205064 1 $00.00 ea

4 N Gasket (Manhole Cover) NSN: 5330-01-134-1986

PN: 3560BN

4 $18.08 ea

5 Y * MDE/ TO GENERATOR

ALIGNMENT TOOL

PN: MMRBM0030 1 ea

5 Y * MDE/ TO JET DRIVE

ALIGNMENT TOOL

PN: MMRBM0451 1 ea

6 N Stainless Steel Ball Joint NSN: 3040016152117

PN: 59915K483

10 EA $12.14

6 N Stainless Steel Threaded Rod

NSN: 5306016152224

PN: 93250A140

1 EA $10.90

6 N Bearing Bushing NSN: 3120014555212

PN: 10106911

4 EA $6.88

6 N Bearing Bushing NSN: 3120580006242

PN: 36M05101

4 EA $68.55

6 N **Socket Head Screw NSN: 5305016171580

PN: 91210050

8 EA $1.98

6 N **Bolt Kit NSN: 2815016171688

PN: 93112085A

2 EA $10.25

6 N **Key NSN: 5315016166360

PN: 10100824

3 EA $21.21

6 N Seal NSN:5330580006238 PN:

10118902

2EA $4.00

6 N Bushing NSN: 3120580006239

PN: 10105511

2 EA $34.42

6 N Bearing Bushing NSN: 3120014555272

PN: 10105111

4 EA $24.42

6 N **Bolt Kit NSN: 2815016171974

PN: 93112080F

2 EA $4.81

6 N **Bolt Kit NSN: 5340016167191

PN: 93112065K

12 EA $8.00

6 N Bearing Unit NSN: 3110016166342

PN: 37506201

2 EA $403.50

6 N Bushing NSN: 3120580006240 4 EA $37.45 viii (Rev-0)

PN: 10106011

6 N **Set Screw NSN: 5305016020672

PN: 91608012

6EA $1.16

6 N **Bolt Kit NSN: 5305016173161

PN: 93112090K

10EA $9.19

6 N O-ring NSN: 5331580006241

PN: 10202606

6 EA $10.30

6 N **Mechanical Sealing NSN: 4320580006403

PN: 10203870

2 EA $767.45

6 N Bolt Kit NSN: 5306016164058

PN: 93310030E

6 EA $1.41

6 N O-ring NSN: 5331016020679

PN: 10202631

2 EA $5.15

6 N O-ring NSN: 5331016020680

PN: 10202625

4 EA $10.86

6 N Sealing NSN: 5365016233174

PN: 41018801

2 EA $7.31

6 N O-ring NSN: 5331016200368

PN: 10202611

2 EA $4.07

6 N Seal Lip NSN: 4730016204613

PN: 10202590

4 EA $77.25

6 N Sealing NSN: 5330016163186

PN: 45002010

2 EA $7.31

6 N **Lock Nut NSN: 5310016162982

PN: 10202908

2 EA $15.56

6 N Lock Washer NSN: 5310016232756

PN: 10203008

2 EA $4.79

6 N **Ring Nut NSN: 5310016164016

PN: 10202912

2 EA $30.00

6 N Seal NSN: 5330016243735

PN: 10202540R

6 EA $13.56

6 N **Screw NSN: 5305016162955

PN: 93305025

8 EA $0.21

6 N **Washer NSN: 5310016162966

PN: 912505

8 EA $0.14

6 N SS Bond Seal NSN: 5330016212084

PN: 9900-04SS

4 EA $4.50

6 N 3/8” BSPP SS Seal NSN: 5330016212063

PN: 9900-06SS

6 EA $3.90

6 N Gasket NSN: 5330016232867

PN: 37527805

2 EA $49.52

6 N Bushing NSN: 5365016202680

PN: 10108416

8 EA $54.80

6 N **Bolt Kit NSN: 5305016242899

PN; 93110060A

4 EA $8.82

6 N **Bolt Kit NSN: 5305016242922

PN: 99110040G

14 EA $4.61

6 N Bushing NSN: 3120014555268

PN: 10106902

8 EA $5.51

6 N Gasket NSN: 5330016163014 2 EA $2.96 ix (Rev-0)

PN: 10108901

6 N **Bolt Kit NSN: 5305016231019

PN: 93110090A

4 EA $3.72

6 N Lock Washer NSN: 5310016232699

PN: 10203012

2 EA $12.00

6 N O-ring NSN: 5331016242120

PN: 10202603

2 EA $3.00

6 N **Screw, Countersunk NSN: 5305016309734

PN: 99106016

8 EA $3.86

6 N Seal/Gasket NSN: 1040016337691

PN: 45011611

2 EA $23.39

6 N Woodruff Key NSN: 5315016172999

PN: 10100823

2 EA $14.34

6 N Bolts, Impeller Housing PN: 91212045L 16 EA 7 N Anode, Inspection Hatch

(Port & Stbd)

NSN: 5342580003759

PN:10108231

2 EA $40.70

7 N Transom Anode NSN: 5342016020658

PN:10108230

4 EA $40.70

7 N Tunnel Anode NSN: 5342016020668

PN:10108220

4 EA $19.00

7 N Impeller Housing/Bucket/Interceptor

Anode

NSN: 5342226078672

PN:10107701

10 EA $17.63

7 N Guide Vane Chamber Anode

NSN: 5342016020669

PN:37517411

2 EA $205.28

7 N Anode, Anode Hatch NSN: 5342251465439

PN:10108210

2 EA $23.07

7 N Screw Connection NSN: 5305016022100

PN:93310025H

4 EA $2.57

7 N Screw Connection NSN: 5305016275854

PN:93308025H

14 EA $0.92

7 N Screw Connection NSN:5305016022105

PN:91206020E

8 EA $1.35

7 N Screw Connection NSN: 5340016243271

PN:93308025E

8 EA $0.71

7 N O-ring NSN: 5331016020670

PN:10202639

2 EA $4.95

7 N Screw Connection NSN: 5305016240905

PN:93310016E

8 EA $0.34

7 N Screw Connection NSN: 5306016309800

PN:93312030E

2 EA $6.15

7 N Screw Connection NSN: 5305016204602

PN:91212025E

8 EA $1.41

7 N O-ring NSN: 5331226078691

PN:10202626

2 EA $6.79

7 N Tube Extension NSN: 4730016210708

PN:37610802

2 EA $120.10

7 N Tube Clamp NSN: 4730016200951

PN:10217881

2 EA $16.28

7 N Screw Connection NSN: 5305016022101 2 EA $1.60 x (Rev-0)

PN:93310030H

7 N Connecting Cable NSN: 6145016203663

PN:10234301

4 EA $14.70

7 N Screw Connection NSN: 5305016176732

PN:93306016E

8 EA $0.34

7 N Anode, Corrosion NSN: 5340015899440

PN: 51125

2 EA $47.38

7 N Anode, Corrosion NSN: 5340015899425

PN: 89287

2 EA $ 12.17

7 N Anode, Jet Tube Aft NSN: 5342016020656

PN: 89287

2 EA

8 N Mount, Vibration Isolator PN: RB1-200 4 Ea. 9.40 8 N Mount, Vibration Snubbing

Washer PN: 148099-16 4 Ea. 1.10

8 N Gasket (Exhaust Flange Outlet)

NSN: 5330-01-303-5437

PN: 23501147

2 Ea. 7.32

9 N Raw Water Sys De-Icing Valve Valve, Ball, 1" NPT

316 SS

NSN: 4820-01-600-0385

PN: V210FP-16

2 EA $38.16

9 N AC Supply/Discharge Ball Valve Valve, Ball 3/4"

NPT 316 SS

NSN: 4820-01-600-0389

PN: V210FP-12

3 EA $28.40

9 N AC Overboard Check Valve High-Flow SS Check Valve 3/4 NPT

Female

NSN: 4820-01-599-7249

PN: 46635K65

1 EA $63.44

17 N Victaulic Clamps PN: PS00617 4 ea $140.00 18 N TCTO KIT NSN: 2940-01-HS2-6782 1 ea UNK 19 N ***TCTO Kit TD4000.0 NSN: 6220-01-HS2-6783 1 Kt.

*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 Ultrasonic Testing (UT) (100) Shots, Perform

3 Fendering System, Inspect

5 Main Diesel Engine(s) to Auragen Generator(s) and Jet Drive(s), Align

6 Water Jet-Inspect, Perform Service

11 Water Jet Drive, Preserve

12 U/W Body, Preserve (100%)

17 Sea Strainer, Overhaul xii (Rev-0)

PRINCIPAL CHARACTERISTICS

45' RB-M

PHYSICAL

Length overall 44 feet, 10.5 inches Unfixed height 20 feet 9 inches Beam, maximum 14 feet, 7.75 inches Full load draft 3 feet, 4 inches Full load displacement 36,500 pounds Max sustained speed 42.5 knots Range 250 nautical miles at 30 knots Mission limits 8 foot seas / 30 knot winds Survivability limits 12 foot seas / 50 knot winds

HULL

Hull manufacturer Marinette Marine Corp.

5086 (GRADE) Aluminum Hin- 2009

MACHINERY

Type 6, cylinder diesel engine Number of units 2, MTU's 60 series 825 hp Propulsion type 2, Rolls-royce water-jet

TANKS

1 (Rev-0)

00000_0315_FLT

REC_00000_FLT_ Boats @ Commercial Facility (0914)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting boat repairs performed at a commercial contractor’s 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.

3.2 Contractor-provided fire extinguishers. The Contractor shall provide portable fire extinguishers.

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 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, 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 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 (Rev-0)

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has 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, 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 adequately 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 A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy.

3.6.1 Coast Guard turn-over preparation. The Contractor shall be aware that, upon arrival, after haulout, and prior to departing the Contractor’s facility, the Coast Guard crew shall be allowed to accomplish various tasks in preparation for the turn-over of the boat to the Contractor. The following conditions apply to this paragraph:

4 (Rev-0)

3.6.1.1 The Coast Guard requires a maximum of three days at the beginning of the contract, and three days at the end to accomplish various tasks.

3.6.1.2 The Contractor may commence/continue work during these time frames.

3.6.1.3 Coast Guard personnel will disconnect the Detroit Diesel Electronic Control (DDEC) System and any other electronic equipment, as required to avoid damage to systems arising from hotwork on the vessel during the availability.

3.6.1.4 Coast Guard personnel will remove the transducers after initial haul-out and reinstall prior to re-floating the vessel.

3.6.1.5 The Unit will contact the servicing ESD or ESU to setup removal/installation of the transducer if Unit personnel are unable to accomplish this task.

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:

• None.

4. NOTES

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

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)

Location of Work (Frame References) Area (sqft)

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-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 and 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.