HSCG85-14-R-P45D96_PSTAR_DS14_Specification.doc

USCGC POLAR STAR (WAGB 10)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2014

Developed By: Delfino B Saucedo (Rev-0, 22 March 2014)

TABLE OF CONTENTS

iiiRevisions Record ivConsolidated List of References ixConsolidated List of Government-furnished Property xConsolidated List of Critical Inspection Items xiPrincipal Characteristics

1General Requirements

15WORK ITEM 1: Temporary Services, Provide

18WORK ITEM 2: Tanks (MP Fuel Service), Clean and Inspect

21WORK ITEM 3: Tanks (Dirty Oil and Waste), Clean and Inspect

24WORK ITEM 4: Sewage Holding Tanks, Clean and Inspect

27WORK ITEM 5: Deck Covering (Carpeting), Renew

30WORK ITEM 6: Fixed CO2 And HALON Systems Annual Certification

37WORK ITEM 7: Allied K280-70 Crane, Level 1 Inspect and Repair

50WORK ITEM 8: Allied T60-60 Crane, Level 1 Inspect and Repair

63WORK ITEM 9: Exhaust Stacks, Hanger and Support Inspections

67WORK ITEM 10: Stack Crack Repairs

70WORK ITEM 11: Elevators and Dumbwaiter, Level 1 Annual Certification

74WORK ITEM 12: Miranda Davit, Level 1 Inspection

79WORK ITEM 13: Small Boat Access And Lighting Modifications Incidental To Miranda Davit

83WORK ITEM 14: Boiler Water Jet Cleaning

85WORK ITEM 15: Boiler 5 Year Certification POLAR STAR

100WORK ITEM 16: Electrical Matting Renewal

103WORK ITEM 17: Joiner Door Renewal

107WORK ITEM 18: Scullery Rehab

120WORK ITEM 19: Bilges Diesel Generator Room 1, Clean and Inspect

124WORK ITEM 20: Bilges Diesel Generator Room 2, Clean and Inspect

128WORK ITEM 21: 01 Level Vent Boxes, Preserve and Repair

133WORK ITEM 22: Vent Duct Renewal, Supply System S1-108-3

139WORK ITEM 23: Bilge Piping, Hydroblast

146WORK ITEM 24: Hole Repair

148WORK ITEM 25: Sewage Retention Tank, Piping Repairs

153WORK ITEM 26: Expansion Joints, In Place Inspection

156WORK ITEM 27: Expansion Joints, Renewal

159WORK ITEM 28: Deck Covering (Polymeric), Renew-Optional

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.

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.

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 400 WAGB 103-003, Rev N, Booklet of General Plans (POLAR STAR)

Coast Guard Drawing 400 WAGB 103-03, Rev N, Booklet of General Plans 1/8 Scale (POLAR STAR)

Coast Guard Drawing 400-WAGB 103-14, Rev P, Booklet of General Plans

Coast Guard Drawing 400-WAGB 103-14, Rev Q, Booklet of General Plans (POLAR SEA)

Coast Guard Drawing 400-WAGB 103-24, Rev B, Oceano Equipment over-The Side Handling Sys Arrgt

Coast Guard Drawing 400-WAGB 103-3, Rev M, Booklet of General Plans (POLAR STAR)

Coast Guard Drawing 400-WAGB 103-32, Rev -, General Arrangement Mod Aft

Coast Guard Drawing 400-WAGB 1105-9, Rev J, Mn Long Bhd Fwd of FR 143

Coast Guard Drawing 400-WAGB 1112-43, Rev C, J Frame Fdn

Coast Guard Drawing 400-WAGB 1205-7, Rev A, J Frame Instl Assy & Dets

Coast Guard Drawing 400-WAGB 1205-8, Rev -, J Frame Structure a&D

Coast Guard Drawing 400-WAGB 1602-4, Rev Q, Interior Joiner Door Details

Coast Guard Drawing 400-WAGB 1602-5, Rev Q, Interior Joiner Door & Lock Schedule

Coast Guard Drawing 400-WAGB 1604-2, Rev K, Arrg & Dets of Ladders & Gratings

Coast Guard Drawing 400-WAGB 2001-10, Rev -, Oceano Equipment Handling Sys Rigging a&D

Coast Guard Drawing 400-WAGB 2001-6, Rev -, Oceanographic Winch & Boom Hyd Schem

Coast Guard Drawing 400-WAGB 2001-9, Rev -, Over-The-Side Handling Sys Struct a&D

Coast Guard Drawing 400-WAGB 2601-11, Rev C, Oceano Winch Arrg Rigging & Misc Dets

Coast Guard Drawing 400-WAGB 2601-13, Rev -, Over the Side Handling Systems & Arrangements

Coast Guard Drawing 400-WAGB 2804-1, Rev M, Ships Name Number & Draft Marks

Coast Guard Drawing 400-WAGB 2901-20, Rev D, Stability Test Report (USCGC POLAR STAR)

Coast Guard Drawing 400-WAGB 2901-4, Rev B, Cross Curves of Stability

Coast Guard Drawing 400-WAGB 3601-2, Rev D, Arr of Swge Trtmnt Rms 1&2

Coast Guard Drawing 400-WAGB 3601-3, Rev J, Retention Tnks

Coast Guard Drawing 400-WAGB 3802-1, Rev M, Arrg of Steam Heat 02 Lvl & Abv

Coast Guard Drawing 400-WAGB 3901-1, Rev Z, Insulation a&D

Coast Guard Drawing 400-WAGB 4000-2, Rev F, Machinery & Piping Standard Arrg

Coast Guard Drawing 400-WAGB 4800-10, Rev U, Arrgt of Hydraulic

Coast Guard Drawing 400-WAGB 4800-31, Rev B, Jframe Hyd Schem Diag

Coast Guard Drawing 400-WAGB 4800-35, Rev -, Stern J Frame Hydraulic Arrg

Coast Guard Drawing 400-WAGB 4803-12, Rev G, Arrgt of CO2 Fixed Flood Sys

Coast Guard Drawing 400-WAGB 4803-13, Rev C, Diag of CO2 Sys

Coast Guard Drawing 400-WAGB 4809-10, Rev -, Sounding Tubes, Air Escapes & Overflow Mods (WAGB 10)

Coast Guard Drawing 400-WAGB 500-2, Rev B, Faired Lines

Coast Guard Drawing 400-WAGB 500-3, Rev C, Mold Loft Offsets & Station Offsets

Coast Guard Drawing 400-WAGB 5101-1, Rev G, Arrgt & Dets of Boiler

Coast Guard Drawing 400-WAGB 5101-2, Rev F, Safety Valve Easing Gear

Coast Guard Drawing 400-WAGB 5101-5, Rev F, Diag of Steam Boil Blow & Escape

Coast Guard Drawing 400-WAGB 5101-6, Rev N, Arrgt & Dets Boil Feedwtr Tank

Coast Guard Drawing 400-WAGB 5101-7, Rev 1, Marine Aux Boiler-Bare Boiler Design Arrgts

Coast Guard Drawing 400-WAGB 5200-1, Rev J, Diesel Stack Arrgt & Det

Coast Guard Drawing 400-WAGB 5200-11, Rev A, Incinerator Exhaust System

Coast Guard Drawing 400-WAGB 5200-2, Rev H, Turbine Stack Arrgt & Det

Coast Guard Drawing 400-WAGB 5200-4, Rev P, Arrgt & Dets of Hangers for Gas Turb

Coast Guard Drawing 400-WAGB 5200-5, Rev G, Arrgt & Dets of Hang for Ship Serv

Coast Guard Drawing 400-WAGB 5200-6, Rev D, Diag of Dies Gens Exh Piping

Coast Guard Drawing 400-WAGB 5200-7, Rev N, Arrgt of Dies Gen Exh Piping

Coast Guard Drawing 400-WAGB 5200-8, Rev D, Prop & Ship Serv Dies Gen Exh

Coast Guard Drawing 400-WAGB 5200-9, Rev J, Argt & Dets of Hang for Mn Dies Gen

Coast Guard Drawing 400-WAGB 5901-7, Rev -, Installation of HF C-134A-Refrigeration Plants

Coast Guard Drawing 400-WAGB 6202-40, Rev N, Central Hyd Sys E & IWD

Coast Guard Drawing 400-WAGB 6504-5, Rev G, CO2 Release Alarm Sys Ckt FR-E+IWD

Coast Guard Drawing 400-WAGB 8201-25, Rev C, Installation of Miranda Davit – Amidships

Coast Guard Drawing 400-WAGB 8700-1, Rev W, Arrgt of Tank Level Ind

Coast Guard Drawing 400-WAGB 8700-8, Rev V, JP-5 & D.O. Tank Lvl Indicating Sys

Coast Guard Drawing 400-WAGB 9300-9, Rev -, Halon 1301 Total Flooding Fire Protection System

Coast Guard Drawing 905 WMEC 635-001, Rev L, Insulation

COAST GUARD PUBLICATIONS

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

Coast Guard Drawing 400-WAGB 103-14, Rev P, Booklet of General Plans

Coast Guard Technical Publication (TP) 2034, Manufacturer's Instruction Book - SWBS Group(s) 511-514

Coast Guard Technical Publication (TP) 2035, Manufacturer's Instruction Book - SWBS Group(s) 516-521

Coast Guard Technical Publication (TP) 2037, Manufacturer's Instruction Book - SWBS Group(s) 540-588

Coast Guard Technical Publication (TP) 2038, Manufacturer's Instruction Book - SWBS Group(s) 625-651

Coast Guard Technical Publication (TP) 2042, Manufacturer's Instruction Book - SWBS Group(s) 665-985

Coast Guard Technical Publication (TP) 3102, Manufacturer's Instruction Book-SWBS Group(s) 313-332

Coast Guard Technical Publication (TP) 3213A, 07-NOV-00, Manufacturer's Instruction Book-SWBS Group(s) 591

Coast Guard Technical Publication (TP) 3228, 16-SEP-91, Manufacturer's Instruction Book-SWBS Group(s) 591

Coast Guard Technical Publication (TP) 4668, 29-NOV-07, Miranda Davit - Model Mrt 3900

Coast Guard Technical Publication (TP) 4978, Telescoping Boom Crane, Model T60-60

Coast Guard Technical Publication (TP) 4979, 20-JAHN-2012, Knuckle Boom Model K280-70

MPC Card R-A-1567 Test Range Guard Pressure Switch/Range Guard

MPC Card R-A-1570 Weigh CO2 Cyl, Test Delay & Cables/Fixed CO2 System

MPC Card R-A-1571 Test System and Replace Fusible Link/Range Guard

MPC Card R-A-1572 Check Liquid Level/Halon System

MPC Card R-A-1574 Inspect/Weigh CO2 Cylinders/CO2 Hose Reel System

MPC Card R-A-1575 Weigh Halon Cylinders/Halon System

MPC Card R-A-1578 Test CO2 Actuation Station /OVA/PVA/Halon System

MPC Card R-A-1640 Inspection/Test Halon Actuator & Valves/Halon System

MPC Card R-A-1641 Weight 5 lb CO2 Cyl and Siren/Halon System

MPC Card R-A-8534 Galley Fire Suppression System Inspection and Test/Range Guard

MPC Card R-A-8843 Service Range Guard

MPC Card R-S-1646 Inspect Fixed CO2 system and Alarms/Fixed CO2 System

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2012, General Requirements

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2012, Inspect, Repair, And Test Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6310, Jan 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2012, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2012, Install Interior Deck Covering Systems

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec) , 2012, Temporary Services

Surface Forces Logistics Center Technical Standard (SFLC Tech Standard) 589, Jan 2013, Shipboard Boat Hoisting Systems

Surface Forces Logistics Center Technical Standard 589 (SFLC Technical Std 589), Jan 2013, Cranes

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

OTHER REFERENCES

Allied Systems Company Condition Found Report.

Allied Systems Company USCG First Article Crane Performance Test; Knuckle Boom Crane; Model No.: K280-70

Allied Systems Company USCG IN-Plant Crane Performance Test; Telescoping Boom Crane, Model T60-60 SN: 2216

American National Standards Institute (ANSI/ISO) 17025, 2005, General Requirements for the Competence of Testing and Calibration Laboratories

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using Wipe Sampling Methods for Subsequent Determination of Metals

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

ASTM International (ASTM) F1321, Reapproved 2008, Standard Guide for Conducting a Stability Test (Lightweight Survey and Inclining Experiment) To Determine the Light Ship Displacement and Centers of Gravity of a Vessel

CFR 3918-278 Time Delays – OEM’s Spec’s & Test Procedures

CFR 3922-021 (Healy) CO2 Fixed Fire System

CFR Title 49 Part 173.34 Halon 1301 Fixed Cylinders

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health Standards

Code of Federal Regulations (CFR) Title 29, Part 1910, Section 15, 2007, Shipyard Employment

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

Code of Federal Regulations (CFR) Title 29, Part 1926, 2007, Safety and Health Regulations for Construction

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters

Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency

Code of Federal Regulations (CFR) Title 46, Part 61, Section 61.05, 2012, Tests and Inspections of Boilers

Code of Federal Regulations (CFR) Title 46, Part 61, Section 61.35, 2012, Design Verification and Periodic Testing for Automatic Auxiliary Boilers

Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety Administration, Department Of Transportation

Federal Specification (Fed Spec) DDD-C-95, Mar 1972, Carpets and Rugs, Wool, Nylon, Acrylic, Modacrylic

MIL-D-18873, Jul 1982, Deck Covering Magnesia Aggregate Mixture

MIL-D-21631, Dec 1990, Deck Covering, Latex Concrete

MIL-D-23134, Jul 1999, Deck Underlay and Covering, Insulating, Magnesia Aggregate Mixture

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

MIL-DTL-15562, May 1996, Matting or Sheet, Floor Covering Insulating for High Voltage Application

MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric

MIL-PRF-3135, Nov 1986, Deck Covering Underlay Materials

MIL-STD-1689, Nov 1990, Fabrication, Welding and Inspection of Ships Structure

Naval Ship's Technical Manual (NSTM) Chapter 221, Dec 2000, Boilers

Naval Ship's Technical Manual (NSTM) Chapter 634, Dec 2001, Deck Covering

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

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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.15 (SSPC-SP 15), 2004, Commercial Grade Power Tool Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No.5, 2002, Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

The Society for Protective Coatings (SSPC)/NACE Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning

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.

($/UNIT)

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)):

Bilges Diesel Generator Room 2, Clean and Inspect

Diesel Generator Vibration Test and Inspection

PC_WAGB_400_0909

Principal Characteristics

400' WAGB

Physical Characteristics

Hull Characteristics

Material

Machinery Characteristics

3 FT4A GT Pratt & Whitney gas turbines

3 Escher-Wyss CP propellers 16' diameter

1 GM Diesel, 400 kW, 440V AC, 3 phase (Emergency)

4 (2 P & 2 S) deck discharge stations

Tank Capacities (gallons)

00000_0813_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

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2012, Requirements for Preservation of Ship Structures

Other References

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using Wipe Sampling Methods for Subsequent Determination of Metals

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health Standards The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2010, Navigation and Navigable Waters 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

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.

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 0730-1530, Monday through Friday, non-Federal holidays, and limited to six Coast Guard fire watch personnel at a time.

· 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 SFLC Std Spec 6310, Chapter 11 (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 11 of SFLC Std Spec 6310) 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.

NOTE

NAVSEA approval is NOT required for welding procedures submitted but the procedures must be reviewed and shown to satisfy the requirements set forth in NAVSEA TP 1688, by a welding regulatory agency. The requirements for welding Weldox 900 shall be considered the same as those for welding HY-130.

3.5 HW disposal. The Contractor shall be responsible for all hazardous wastes generated by work under this contract. Label and package all hazardous wastes in 49 CFR-approved containers, and in accordance with all other applicable Federal, state, and local laws and regulations. In addition, comply with applicable parts of 40 CFR 262, applicable to handling of hazardous wastes.

3.5.1 Along with the Government, the Contractor shall be contractually considered the co-generator of all hazardous wastes; be aware that the Government will make available its facility’s EPA Generator Identification (ID) Number for manifesting of hazardous wastes.

3.5.2 The Contractor shall identify, arrange, and be responsible for the turnover of all hazardous wastes, within the confines of the Coast Guard shore facility, to the facility’s HM/HW Coordinator. Notify the ship’s HW Coordinator prior to any transfers of HW from ship to shore.

3.5.3 The Contractor shall prepare a manifest of hazardous waste to be reviewed and signed by the HM/HW Coordinator. Contact the HM/HW Coordinator for turnover of any hazardous waste; in addition, notify in writing 24 hours prior to any waste removals, and ensure that waste removals are conducted during normal business hours (0730-1530) on Monday through Friday (excluding holidays).

3.5.4 The Contractor shall be aware of the following:

3.5.4.1 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.

3.5.4.2 Local environmental regulations at the Government facilities may be more stringent than in many jurisdictions. As with all environmental regulations, it is the Contractor's responsibility to research, prepare for, and comply with local and state regulations.

3.5.4.3 Coast Guard facilities do not have Facilities Response Plans (see 33 CFR 154 Subpart F). It is the Contractor’s responsibility to furnish the Facility Response Plan (FRP) when required for over-the-water liquids transfers to and from vessels. This requirement is applicable to transfers to/from vessels with an oil/fuel capacity of 250 barrels or more.

3.6 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2012 Edition Standard Specifications and supersede published content:

3.6.1 SFLC Std Spec 8634, Drydocking, Appendix A, page A5, paragraph A2.7.1.3 Side Blocks: Remove formula value shown as g – Acceleration of gravity – 32.3 Ft/sec2, and replace with formula value g - Acceleration of gravity - 32.174 ft/sec2.

3.6.2 SFLC Std Spec 0740, Welding and Allied Processes. SFLC Std Spec 0740 added Appendix E, Stray Current Protection: New Appendix is posted with SFLC Standard Specifications as a separate document on internet and intranet webpage.

3.6.2.1 SFLC Std Spec 0740, Welding and Allied Processes, page 1, paragraph 1.2 Appendices: Add ‘Stray Current Protection’ to ‘Process Standard column of appendices table. Add ‘E’ to ‘Appendix’ column of appendices table.

3.6.2.2 SFLC Std Spec 0740, Welding and Allied Processes, page 4, paragraph 3.1.3 Stray current protection: Add “The Contractor shall meet all requirements for stray current protection as specified in Appendix E - Stray Current Protection.” directly after paragraph 3.1.3 title.

3.6.2.3 SFLC Std Spec 0740, Welding and Allied Processes, page 4, paragraph 3.1.3 Stray current protection: Delete paragraphs 3.1.3.1 and 3.1.3.2.

3.6.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 1, paragraph 1.1 Intent: Add sentence, “Note that stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.1 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 5, paragraph 3.4 Equipment Grounding: Add sentence, “Stray current protection for welding equipment is covered in SFLC Standard Specification 0740, Welding and Allied Processes, Appendix E.” to end of paragraph.

3.6.3.2 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4 Equipment Grounding: Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.6.3.3 SFLC Std Spec 0450, Electrical Power for Contractor’s Tools and Equipment, page 6, paragraph 3.4 Equipment Grounding: Delete Figure 5.

3.6.4 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection: Add new paragraph A2.2.5.3.3 Additional requirement during lead-containing paint abatement, as follows:

A2.2.5.3.3 Additional requirements during lead-containing paint abatement. Abide by the following additional requirements, during work that involves disturbance or abatement of lead-containing paint:

A2.2.5.3.3.1 Protective measures.

A2.2.5.3.3.1.1 Abide by the following additional safety precautions during the lead dust clean-up operation (see A2.2.5.3.3.3 Post-surface preparation cleaning, inspection, and sampling):

· Separate contaminated areas from other areas.

· Do not permit non-essential personnel in the work area.

· Work in one compartment at a time.

· Prevent dust from migrating to other areas, as follows:

· Seal doors, hatches, and all other openings between the work area and other areas with an airtight barrier, such as fire-rated polyethylene; seal both sides (inside the construction area, and inside the adjacent area) to provide a secondary dust barrier and prevent the doors and windows from being used (post alternative emergency exits, if applicable).

· Ensure that the work area remain under negative pressure in relation to adjacent areas.

NOTE

Negative pressure means that more air is exhausted from the area than is supplied so that lead dust and asbestos particles are contained within the work area, and do not contaminate adjacent non-affected compartments. Exhaust air must be filtered with a suitable HEPA filter.

· Take, at a minimum, the following measures, to protect de-contamination workers:

· Use a HEPA (high-efficiency particulate air) vacuum - never use a conventional vacuum. A HEPA vacuum removes 99.97% of particles that are less than 0.3 microns in size.

· Never use compressed air; never dry sweep.

· Workers must wear a respirator which is approved by NIOSH and has N100, P100 or R100 filters (the cartridges are usually purple); respirators must be fit-tested to insure proper seal, and employees must be medically screened and trained prior to wearing a respirator (see the OSHA Respirator Standard, 29 CFR 1910.134).

· Workers must wear full-body protective clothing, head covering and shoes (or shoe covers).

· Workers must not leave the work area without having gone through a proper decontamination process, to prevent spread of lead dust to un-affected areas.

· Eating, drinking and smoking are prohibited in work areas.

· Workers must wash hands and face before eating, drinking or smoking.

· Workers must remove work clothes and shoes before leaving the work area, and seal work clothes in plastic.

· Workers must shower and wash hair as soon as possible after leaving the work area.

· Non-disposable work clothes must be washed separately from other clothes.

A2.2.5.3.3.1.2 Remove and dispose of all protective covers, upon completion of work.

A2.2.5.3.3.2 Spot lead coating abatement. When lead-containing coating, has been identified either in a particular work item or via a CFR as interference to work (including but not limited to hotwork, equipment and component installations, structural repairs, or ultrasonic thickness measurements), do the following:

A2.2.5.3.3.2.1 Coating removal/surface preparation. Remove existing lead-containing coating in affected areas, using one or a combination of the cleaning methods specified in Table A1 below, as applicable. Ensure that all power tool equipment have suitable vacuum attachments, to capture all generated coating lead dust.

TABLE A1

Aluminum surfaces: Power tool clean, using suitable power sanders and abrasive sandpaper with no metallic contents, to remove all existing coatings and rust spots, down to bare metal.

NOTE

Known paint strippers meeting the requirements specified in Table A1 include, but are not limited to the following:

1. Franmar LeadOut: http://www.franmar.com/index.php?main_page=product_info&cPath=77_123_124&products_id=74

2. STRIP-TOX Paint Stripper: http://www.dtep-archive.com/striptoxpl.htm

3. Aquastrip ACB : http://www.hubbardhall.com/chemical-apps-paint-stripping-acb.htm

4. Smart Strip™ Advanced Paint Remover: http://www.paintremover.com/paint-removers-paint-removers---smart-strip.html

WARNING!

Paint stripper must be formulated without methylene chloride, chlorinated solvents, phenols, chromates, ammonia or amines.

A2.2.5.3.3.2.2 Waste Disposal. Sample and dispose of generated waste, in accordance with all applicable Federal, state, and local regulations.

A2.2.5.3.3.3 Post-surface preparation cleaning, inspection, and sampling. Upon completion of any surface involving removal of lead-containing coating (whether during spot abatement or full abatement), do the following, as applicable:

A2.2.5.3.3.3.1 Lead dust clean-up. Clean all lead dust from the worksite by suitable clean-up cleaning methods, or as follows:

· Step 1 - debris removal: Remove all gross debris, paint chips, etc. using either a vacuum with a HEPA filter or by spraying the materials with water in a spray bottle and picking up chips or large pieces of contaminated debris by hand.

· Step 2 – vacuum cleaning: Using a suitable HEPA vacuum, clean all affected surfaces, in accordance with the following guidelines:

· Begin cleaning with high areas first – with overhead surfaces and bulkheads working downward.

· Vacuum all surfaces in the compartment.

· Work in the direction furthest from the entry door toward it.

· Step 3 – wet cleaning: Following thorough HEPA vacuuming, wash all surfaces with any suitable cleaning detergent following the same cleaning pattern (high to low/ furthest from and toward entrance). Change the cleaning solution as it becomes dirty. Rinse all areas with a fresh cloth/mop. Do not reuse contaminated mops and cloths. Use a three-bucket system for cleaning. (Detergent solution in first bucket/ rinse water for mop in second/ surface rinse on deck and/or bilge surfaces in third).

· Step 4 – vacuum cleaning: Perform a HEPA vacuum again as specified in “Step 2”.

· Step 5 – waste disposal: Properly dispose of contaminated materials, in accordance with all applicable Federal, state, and local regulations.

NOTES

1. Work Wet, Work Smart, and Work Clean. DO NOT GENERATE DUSTS. It is easier to effectively clean an area when dusts are not being generated to resettle on previously cleaned areas! Worker exposures may be high during wet sweeping.

2 A wet/dry HEPA unit is ideal for working with hazardous dust clean up.

3. Lead-contaminated objects that are porous or materials that may suffer damage from water may not be able to be sufficiently decontaminated by these methods and should be discarded.

A2.2.5.3.3.3.2 Visual inspection. Conduct a visual inspection, in the presence of the Coast Guard Inspector, to ensure that none of the following is present:

· Visible coatings on any part of the substrate, including pitted areas.

· Dust (as applicable).

· Cleaning material haze.

A2.2.5.3.3.3.3 Post-lead abatement clearance. Upon acceptance of the visual inspection results by the COR, do the following:

A2.2.5.3.3.3.3.1 Wipe sampling.

A2.2.5.3.3.3.3.1.1 Conduct wipe sampling clearance testing, in accordance with ASTM 6966, as designated by the Coast Guard Inspector, in three locations in the affected space, to ensure that there exist no lead dust residues in excess of the below-listed concentrations, as specified below. Submit a CFR with sample results

· 40 micrograms/square foot (mcg/ft 2) - for berthing and/or food preparation areas.

· 200 micrograms/square foot (mcg/ft 2) - for all other areas.

A2.2.5.3.3.3.3.1.2 If a Change Request (CR) has been authorized and released, conduct wipe sampling clearance testing in additional locations, as designated on the CR.

A2.2.5.3.3.3.3.2 Laboratory analysis. Ensure that dust lead samples are analyzed by a laboratory certified by the National Lead Laboratory Accreditation Program (NLLAP) or the American Industrial Hygiene Association.

A2.2.5.3.3.3.4 Additional cleaning. If laboratory analysis shows lead concentrations in excess of the thresholds specified above, then perform lead dust cleaning, and take subsequent wipe samples until the concentration of lead falls below the above standards.

NOTE

For a listing of certified laboratories, go to www.aiha.org.

A2.2.5.3.3.3.5 Additional wipe clearance testing. Be aware that the Coast Guard reserves the right to coordinate additional wipe clearance testing, at no cost to the contractor, to verify the sample results.

NOTE

All additional wipe clearance testing conducted by the Coast Guard must be witnessed by the Contractor, to verify where and how samples were collected – and thus, prevent contract disputes.

A2.2.5.3.4 Post-surface preparation and abatement requirements. Prior to applying primer coat, do the following, in accordance with SFLC Std Spec 6310, paragraphs 3.1.8.7 (Flash rusting/surface oxidation limitations) and 3.1.8.6 (Hydrocarbon substance removal), respectively.

· Remove all flash rusting, as applicable.

· Remove all grease and oil surface contaminants.

NOTE

The following paragraphs are not applicable, when lead-containing coating is removed by non-dust generating methods that include (but are not limited to) chemical stripping, water-jetting, mechanical-cleaning with vacuum attachment (with zero dust discharge):

A2.2.5.3.3.3.1 Lead dust clean-up A2.2.5.3.3.3.3 Clearance sampling

A2.2.5.3.3.3.3.1 Wipe sampling – lead dust.

A2.2.5.3.3.3.3.2 Laboratory analysis

3.6.4.1 SFLC Std Spec 0000, General Requirements, page 22, paragraph 3.3.3.1 NOTE. Add "Flame-retardant polyethylene deck plate with a non-slip diamond pattern from 10 to 40mil thickness" to body of Note.

3.6.5 SFLC Std Spec 6310, Requirements, page 10, Add “3.1.6.5 Preconstruction Primers. Also known as shop primers, preconstruction primers are used as a temporary coating to protect steel from corrosion during welding, storage, and fabrication. Preconstruction primers shall be removed prior to applying the permanent coating system on all critical coated surfaces. Preconstruction primers may be left in place in other interior areas (such as machinery spaces, habitability spaces, etc.) if they are intact, uncontaminated, and compatible with the overcoating system.”

3.6.5.1 SFLC Standard Specification 6310 Appendix B, page B12 , the formatting for of Notes 17-19 is in error, change to the following

· SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 17, delete sentence, “Persistent corrosion in a particular area of an aluminum bilge may dictate the need for a protective High Build Epoxy coating to be applied to that local area.”

· SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 18, replace entire note with “Persistent corrosion in a particular area of an aluminum bilge may dictate the need for a protective High Build Epoxy coating to be applied to that local area. “

· SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Note 19, replace entire note with “Painting plastic surfaces is highly discouraged, but after it is done once, it must be maintained.”

· SFLC Std Spec 6310, Cutter And Boat Interior Painting Systems, Appendix B12, Add Note “20. For aluminum surfaces, remove all oil, grease, dirt, metal oxides (corrosion products) and other foreign material by cleaning per SSPC-S

4. NOTES

4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 0000 to be completed and submitted during preservation of “critical-coated surfaces”, are provided at the end of this document.

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

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-12, SP-11, SP-10…).

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.

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.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

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.

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils Place Surface Profile Replica Tape Here

Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SSPC-SP-10/NACE No. 2

SSPC-SP-12/NACE No. 5

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area)

Brush-blasting (non-metallic substrate)

Abrasive Manufacturer and 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.

Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15

(microsiemens/cm)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Dry Film Thickness (DFT) Measurements IAW SSPC-PA 2

*BASE METAL READING (BMR)

*Required, If Magnetic Pull-Off (Type I/Banana) Gauge Is Used.

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

ADJUSTMENTS

Avg.

ADJUSTMENTS

Avg.

86350_1213_FLT

WORK ITEM 1: Temporary Services, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary services to the vessel, during the performance of this availability.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings

None

Coast Guard Publications

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec), 2012, Temporary Services

Other References

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of 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).

3.1.4.1 Special attention shall be given to the protection of the ship's joiner doors when routing temporary service in support of this contract. If a joiner door is used as an access point for routing temporary services or equipment load path, the Contractor shall inspect the door and all associated hardware in the presence of the Coast Guard Inspector and submit a Condition Found Report. The door shall then be removed and stored to prevent undue wear and potential damage. Protective wood covers shall be installed over thresholds to prevent damage when rigging equipment and machinery. The Contractor shall replace any joiner doors that are damaged as a result of inadequate protection.

3.2 Temporary service particulars. The Contractor shall provide the below listed temporary services, in accordance with SFLC Std Spec 8635.

TABLE 1 - Service Selection