Attachment_1_-_Specification_MUN_DD_FY16_Rev_0.B.pdf

PDF 4 MB Posted Jun 2, 2016

Attached to: USCGC DOUGLAS MUNRO (WHEC 724) Drydock & Repairs FY16 FQ4
Solicitation number: HSCG85-16-R-P45949
Issued by: Department of Homeland Security US Coast Guard

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ATTACHMENT_2_-_Continuation_of_Combined_Synopsis-Solicitation_(MUNRO_DD).pdf	PDF	Jun 7, 2016
ATTACHMENT_4_-_Notice_To_Offerors_(MUNRO_DD).pdf	PDF	Jun 2, 2016
ATACHMENT_3_-_Request_for_Clarification_Form_(MUNRO_DD).pdf	PDF	Jun 2, 2016
ATTACHMENT_2_-_Continuation_of_Combined_Synopsis-Solicitation_(MUNRO_DD).pdf	PDF	Jun 2, 2016

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USCGC MUNRO (WHEC-378W) DRYDOCK AVAILABILITY FY2016

i (Rev- 0)

USCGC MUNRO (WHEC 724)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2016

Developed By: LT Elise Maher

(Rev-0, 26 APR 2016) ii (Rev- 0)

TABLE OF CONTENTS

Revisions Record .................................................................................................................................................... iv Consolidated List of References ............................................................................................................................ v Consolidated List of Government-furnished Property ......................................................................................... x Consolidated List of Critical Inspection Items General Requirements WORK ITEM 1: Drydocking WORK ITEM 2: Temporary Services, Provide - Cutter WORK ITEM 3: Hull Plating (U/W Body), Inspect WORK ITEM 4: Sea Trial Performance, Support, Provide WORK ITEM 5: Hull Plating (U/W Body), Ultrasonic Testing WORK ITEM 6: Hull and Structural Plating -Steel Plate, Repair- OPTIONAL WORK ITEM 7: Propulsion Shaft Fairwaters and Rope Guards Inspect and Repair WORK ITEM 8: Sea Chest Structural Inspection and Preservation WORK ITEM 9: Appendages (U/W), Leak Test WORK ITEM 10: Appendages (U/W) - Internal, Preserve WORK ITEM 11: Tanks (MP Fuel Stowage and Overflow), Clean and Inspect WORK ITEM 12: Tanks (MP Fuel Storage and Overflow), Preserve “Partial”- OPTIONAL WORK ITEM 13: Tanks (MP Fuel Storage and Overflow), Preserve “100%”- OPTIONAL WORK ITEM 14: Voids (Non-Accessible), Leak Test WORK ITEM 15: Voids (Non-Accessible), Internal Surfaces, Preserve WORK ITEM 16: Tanks (Potable Water), Clean and Inspect WORK ITEM 17: Tanks (Potable Water), Preserve “Partial”-OPTIONAL WORK ITEM 18: Tanks (Potable Water), Preserve “100%”-OPTIONAL WORK ITEM 19: Tanks (Dirty Oil, Waste, and Clean), Clean and Inspect WORK ITEM 20: Tank (Dirty, Waste, and Clean Oil) , Preserve “Partial”-OPTIONAL WORK ITEM 21: Tank Manhole Ring(s), Renew WORK ITEM 22: Propulsion Shafting Remove, Inspect and Reinstall (Escher Wyss) WORK ITEM 23: Tailshafts, Replace WORK ITEM 24: Stern Tube Shaft, Replace WORK ITEM 25: Propulsion Shaft Seals Mechanical Overhaul & Inflatable Seal Renewal WORK ITEM 26: Propulsion Shaft Bearing (Aft Strut) Stave Renewal Both Shafts WORK ITEM 27: Propulsion Shaft Bearing (Fwd Strut And Stern Tube) Stave Renewal WORK ITEM 28: Both Controllable Pitch Propeller Hubs, Remove and Reinstall (Escher Wyss) WORK ITEM 29: Controllable Pitch Propeller System Maintenance, Escher Wyss, Perform WORK ITEM 30: Controllable Pitch Propellers, Clean and Inspect WORK ITEM 31: Hubs General Maintenance Escher Wyss WORK ITEM 32: Sea Valve (2.5 Inches And Smaller) Renewal WORK ITEM 33: Sea Valve (Larger Than 2.5 Inches) Overhaul WORK ITEM 34: Sea Strainers (All Sizes), Renew WORK ITEM 35: Seawater Strainers (All Sizes), Minor Service and Inspect WORK ITEM 36: Rudder Assembly, Remove, Inspect and Reinstall WORK ITEM 37: Rudder(s), Preserve (“100%”) WORK ITEM 38: Rudder Stock Bearing (Lower), Renew WORK ITEM 39: Thruster Unit (General), Overhaul WORK ITEM 40: Anchor Chain(s) and Ground Tackle, Inspect and Repair WORK ITEM 41: Chain Lockers, Clean and Inspect WORK ITEM 42: Hawse Pipes, Preserve WORK ITEM 43: Chain Locker, Preserve 100% WORK ITEM 44: U/W Body, Preserve (100%) WORK ITEM 45: Hull Plating Freeboard, Preserve - Partial WORK ITEM 46: Lead-Based Paint, Perform Partial Abatement- OPTIONAL iii (Rev- 0)

WORK ITEM 47: Engine Room Bilge Preservation Lead Paint WORK ITEM 48: Hull Plating and Structural Members (Engine Room), Repair- OPTIONAL WORK ITEM 49: Deck and Bulkhead Preservation, Various Locations WORK ITEM 50: Sounding Tube Repairs WORK ITEM 51: Shell Plating Preservation Forward Sewage (5-144-0-E) WORK ITEM 52: OWHT Piping, Renew WORK ITEM 53: Fuel Tank 5-136-1-F Vent Piping, Renew WORK ITEM 54: Boiler Blowdown Shell Connection, Renew WORK ITEM 55: Deck Plate Renewal, Port Turbine Plenum WORK ITEM 56: Fathometer Transducer, General Maintenance WORK ITEM 57: Cathodic Protection / Zinc Anodes, Renew WORK ITEM 58: Stern Tubes, UT Inspections and Repair-OPTIONAL WORK ITEM 59: Skim Cut Propulsion Stern Tube Shaft Sleeves- OPTIONAL WORK ITEM 60: Skim Cut Propulsion Tailshaft Sleeve- OPTIONAL WORK ITEM 61: Pump Room No. 1, Bilge Complete Preservation WORK ITEM 62: Deck Preservation, AC Flats (3-179-1-E) and Limited Areas WORK ITEM 63: Bilges (DC Stores) Preserve Partial and Stringer Renewal WORK ITEM 64: Vacuum Sewage Piping, Renew WORK ITEM 65: Plumbing Drain Vent Piping, Renew WORK ITEM 66: Sewage Holding Tanks, Clean and Inspect WORK ITEM 67: Vacuum Sewage System, Hydrojet Cleaning WORK ITEM 68: Sewage Vacuum Collection Tanks and Seal Water tanks, Clean and Inspect WORK ITEM 69: Grey Water Holding Tank(s), Clean and Inspect iv (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.

v (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 801-01, Rev J, Booklet of General Plans Coast Guard Drawing 378 FRAM W 244-001, Rev -, Stern Tube, Strut Bearings, Rope Guard &

Strut Fairwater Installation Coast Guard Drawing 378 FRAM W 562-009, Rev E, Rudder Support System Coast Guard Drawing 378 FRAM W 245-068, Rev -, Sects to Act'g (Servo Box) (Supercedes

245-032) Coast Guard Drawing 378 FRAM W 245-070, Rev -, CP Prop Hub Dia 48.425" (Supercedes

245-036) Coast Guard Drawing 378 FRAM W 085-006, Rev C, Docking Plan ( 724) Coast Guard Drawing 378 FRAM W 111-001, Rev -; Shell Expansion Forward Coast Guard Drawing 378 FRAM W 111-002, Rev -; Shell Expansion Aft Coast Guard Drawing 378 FRAM W 243-012, Rev -, Tail Shaft Rigging Attachment Plate Coast Guard Drawing 378 FRAM-W 114-001, Rev -, Bilge Keels Coast Guard Drawing 378 FRAM-W 114-002, Rev A, Skeg Coast Guard Drawing 378 FRAM-W 161-002, Rev -, Shaft Struts Coast Guard Drawing 378 FRAM-W 256-001, Rev K, Diagram Salt Water Cooling System Coast Guard Drawing 378 FRAM-W 256-006, Rev G, SW Cooling System Aft BHD 256 Arr

And Details 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 vi (Rev-0)

Coast Guard Drawing 378 FRAM-W 256-009, Rev -, Main Propulsion Diesel Engine SW Cooling System

Coast Guard Drawing 378 FRAM-W 533-001, Rev H, Potable and Freshwater Service System Diagram

Coast Guard Drawing 378 FRAM-W 533-002, Rev H, Potable Water System in Machinery Space Coast Guard Drawing 378 FRAM-W 562-002, Rev 5-, Rudder Coast Guard Drawing 378 FRAM-W 562-008, Rev -, Rudder Stock Bearing Assembly and Detail Coast Guard Drawing 378 FRAM-W 562-009, Rev D, Rudder Support System Coast Guard Drawing 378 FRAM-W 581-001, Rev -, Anchor Handling Arrangements Coast Guard Drawing 378 FRAM-W 603-1, Rev E, Name Plates and Draft Markings Coast Guard Drawing 378-FRAM-W 132-1, Rev A, 2nd Deck Plating & Framing Forward Coast Guard Drawing 378-FRAM-W 132-2, Rev A, 2nd & 3rd Deck Plating Aft Coast Guard Drawing 378-FRAM-W 133-1, Rev B, 3rd Deck Plating & Framing Forward Coast Guard Drawing 378-FRAM-W 167-3, Rev D, List of Manholes Coast Guard Drawing 378-FRAM-W 243-15, Rev A ; Outboard Coupling Fwd Fairwater and

Propeller Strut Rope Guard Installation Details Coast Guard Drawing 378-FRAM-W 243-16, Rev -; Rope Guard Det & Install Coast Guard Drawing 378-FRAM-W 243-17, Rev A; Rope Guard Det & Install Coast Guard Drawing 378-FRAM-W 243-18, Rev C , Shafting Arrangements Coast Guard Drawing 378-FRAM-W 243-21, Rev -; Stern Tube Fairwater Upper Half P&S Coast Guard Drawing 378-FRAM-W 243-22, Rev A; Fairwaters Coast Guard Drawing 378-FRAM-W 243-27, Rev F, Shafting Details Coast Guard Drawing 378-FRAM-W 243-28, Rev , Stern Tube Struts and Shaft Coupling

Fairwater Installation Detail Coast Guard Drawing 378-FRAM-W 243-30, Rev , Tail Shaft Details ( Escher Wyss) Coast Guard Drawing 378-FRAM-W 244-002, Rev A, Strn Tub & Strut Brng Coast Guard Drawing 378-FRAM-W 245-37, Rev -, Sections to Propeller Hub 48.425”) Coast Guard Drawing 378-FRAM-W 245-68, Rev -, Actuating Unit (Servo Box) Coast Guard Drawing 378-FRAM-W 245-69, Rev -, Section To Actuating Unit (Servo Box) Coast Guard Drawing 378-FRAM-W 245-70, Rev -, CP Propeller Hub, Hub Diameter 48.425 Coast Guard Drawing 378-FRAM-W 568-5, Rev -; Bow Thruster Hyd Sys Coast Guard Drawing 378-FRAM-W 568-8, Rev -; Bow Thruster Arrangement and Details Coast Guard Drawing 378-FRAM-W 568-9, Rev -, Bow Thruster Arrangement and Details Coast Guard Drawing FL 1204-003, Rev A, Welded Padeyes & Links (Supercedes Fl-1204-2) Coast Guard Fleet Drawing FL 2804-12, Rev -, U.S.C.G. Emblem Coast Guard Fleet Drawing FL 2804-22, Rev-, Consolidated Visual ID for Cutters

COAST GUARD PUBLICATIONS

CG Tech Pub 3279A; Manufacturers Instruction Book, SWBS Group(s) 568 Coast Guard Commandant Instruction (COMDTINST) M10360.3D, January 2014 Coatings and

Color Manual vii (Rev-0)

Coast Guard Technical Publication (TP) 3258, FEB 1998, SWBS Group 243A, Shafting and Propellers (Liaaen)

Coast Guard Technical Publication (TP) 3258, Feb 1998, SWBS Group 243B, Controllable Pitch Propeller System (Escher Wyss)

Coast Guard Technical Publication (TP) 3258, May 1997, SWBS Group 243C, Stern Tube Seal, Mechanical Type MA (John Crane)

Coast Guard Technical Publication (TP) 3259, Feb 2009, Manufacturer's Instruction Book, SWBS Group(s) 245, 378' WHEC Class Cutters, Propulsors (Means Propellers)

Coast Guard Technical Publication (TP) 3279A; Manufacturers Instruction Book, SWBS Group(s) 568

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 3041 (SFLC Std Spec 3041), 2014, Shipboard Electrical Cable Test

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

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

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

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

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking

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

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

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

OTHER REFERENCES

American National Standard (ANSI/AGMA) 9005-E02, 2002, Industrial Gear Lubrication American National Standards Institute/American Water Works Association (ANSI/AWWA)

C652, 2002, Disinfection of Water-Storage Facilities American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water

System Components - Health Effects American Society for Testing and Materials (ASTM) E797, 2005, Standard Practice for

Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method American Society for Testing and Materials (ASTM), F1508, 1 May 2004, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and Welding End viii (Rev-0)

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) A36, 2008, Standard Specification for Carbon Structural Steel ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D3359, 2009, Standard Test Methods for Measuring Adhesion by

Tape Test 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) D4174, Reapproved 2005, Standard Practice for Cleaning, Flushing, and Purification of Petroleum Fluid Hydraulic Systems ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-

Component Adhesives (An) ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates 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, Subpart Z, 1910.1025, 2011, Toxic and

Hazardous Substances-Lead 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 Commercial Item Descriptions (CID) A-A-59316, Nov 2003 Abrasive Materials for Blasting Commercial Item Descriptions (CID) A-A-59323, Rev A, Cloths, Cleaning, Low Lint DOD-G-24508, Rev A(4); Grease, High Performance, Multi-Purpose, 9/23/1998 Federal Specification (Fed Spec) QQ-L-171, Mar 1988, Lead Pig 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) RR-C-271, Nov 1995, Chain and Attachments, Welded and

Weldless Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power - Fluids - Method for Coding Level of Contamination by Solid Particles 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, 2008

Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold

Application MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning ix (Rev-0)

MIL-A-24456, Jun 1979, Adhesive for Plastic Vibration-Damping Tile MIL-C-24633, Apr 1998, Chain, Stud Link, Anchor, Low Alloy Steel, Flash Butt Welded MIL-D-16791, Jan 1993, Detergents, General Purpose (Liquid, Nonionic) MIL-D-3134, Sep 1989, Deck Covering Materials MIL-DTL-23549, Feb 2007, Grease, General Purpose MIL-F-24702, Rev -, 28 April 1998; Filter Elements, Hydraulic Disposable MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness.

MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-

Application MIL-PRF-23236, Sep 2009, Coating Systems for Ship Structures MIL-PRF-23827, Aug 1983, Grease, Aircraft and Instrument, Gear and Actuator Screw, NATO

Code Number G-354 MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24647, Jun 2006, Paint System, Anticorrosive and Antifouling, Ship Hull MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-2035, Rev A, 5/15/1995; Nondestructive Testing Acceptance Criteria MIL-STD-2199A(SH), 26 July 2010, Covering for Waterborne Main Propulsion Shafting on U.S.

Naval Surface Ships and Submarines Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH)

S0600-AA-PRO-160, Jan 2006, Chapter 16, Cofferdams SAE-AMS-M-7866, "Molybdenum Disulfide, Technical, Lubrication Grade."

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) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11(SSPC-SP

11), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP

1), 2004, Solvent 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), Nov 2004, 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-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP 6/NACE No. 3, 2007, Commercial Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning x (Rev-0)

Consolidated List of Government-furnished Property

The following is a list of property, which the Government will furnish. This list supersedes any other material obligations indicated or implied by referenced drawings.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

1 Y *Transducer Cover

Plate N/A 4 N/A

23 Y ***Tail Shaft 2010-01-141-9944/

378FRAM-W-243-30

2 $68,180.00

23 Y Outboard Coupling Assembly

2 ea. $50,000

24 N **Stern tube shaft coupling bolts

5306-01-507-3163/

378FRAM-W-243-27

ITEM 13 AND 15

20 $1,045.69

24 Y Inboard Coupling Assembly

2 ea. $50,000

24 Y ***Propulsion Stern Tube Shaft (378')

2010-01-140-8901/

378FRAM-W-243-27

2 $76,634.72

25 N ***378' WHEC

Stern Seal Major

Overhaul Kit

5330-01-527-0781 /

JCL001178-000

2 $45,451.74

25 N ***378' WHEC

Seat (Split)

Assembly Shaft

2540-01-572-8268/ H70160-02-6

2 $15,678.67

31 Y *Blade Lifting Rig Government Tool 1 $1250.00 31 Y *Blade Bolt Tap Government Tool 1 1,500.00 31 Y *Propeller Blade Bolt

Wrench & Stretch Gage

Government Tool 1 3,500.00

31 N **Copper Clade Blade Bolts

5306-12-195-8120/ 8-344- 719-03

4 $1275.55

38 N ***Lower Rudder Bearing

3120-01-497-8182/

TG12413

2 $6,152.00

40 N **Chain, Stud Link, 1-5/8in

4010-01-206-5591/ MIL-

C-24633A

6 shots $5,750.00

56 N Cable Assembly. 5995-014842026 1 $5,000

56 Y TR-355/UQN,

TRANSDUCER

5845-01-460-9969/ 96153 1 $14,530

*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 BALTIMORE ServiceCenter

11 (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

5 Hull Plating (U/W Body), Ultrasonic Testing

9 Appendages (U/W), Leak Test

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

14 Voids (Non-Accessible), Leak Test

16 Tanks (Potable Water) Clean and Inspect

19 Tanks (Dirty, Waste, and Clean) Clean and Inspect

22 Propulsion Shafting, Remove, Inspect, and Reinstall

23 Tailshafts, Replace

24 Stern Tube Shaft, Replace

25 Propulsion Shaft Seals Mechanical Overhaul & Inflatable Seal Renewal

30 Controllable Pitch Propellers, Clean and Inspect

31 Hubs General Maintenance Escher Wyss

39 Thruster Unit (General), Overhaul

47 Engine Room Bilge Preservation Lead Paint Option

49 Deck and Bulkhead Preservation, Various Location

12 (Rev-0)

00000_1014_FLT

REC_00000_FLT_ Commercial Project @ Contractor’ Facility (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel 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

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), 2013, Power Tool Cleaning to Bare Metal Code of Federal Regulations (CFR) Title 33 CFR, Jul 2013 Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation

13 (Rev-0)

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 fire watch personnel and fire extinguishers for the duration of the availability period.

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)_MI0360.3C , 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 5 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.

14 (Rev-0)

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. None.

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

3.7.1 SFLC 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.

3.7.2 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.

3.7.2.1 SFLC Std Spec 0740, 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.

15 (Rev-0)

3.7.2.2 SFLC Std Spec 0740, 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.

3.7.2.3 SFLC Std Spec 0740, page 4, paragraph 3.1.3 Stray current protection: Delete paragraphs 3.1.3.1 and 3.1.3.2.

3.7.3 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.

3.7.3.1 SFLC Std Spec 0450, 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.

3.7.3.2 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete paragraphs 3.4.1.4 and 3.4.1.5.

3.7.3.3 SFLC Std Spec 0450, page 6, paragraph 3.4 Equipment Grounding: Delete Figure 5.

3.7.4 SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection has been superseded by SFLC Std Spec 0000, General Requirements, Appendix A Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, with addition of SFLC Std Spec 0000 Appendix B Requirements for Environmental Protection at USCG Facilities. The new Appendices are posted with SFLC Standard Specifications as separate documents on SFLC Standard Specification webpage.

3.7.4.1 SFLC Std Spec 0000, 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.

3.7.4.2 SFLC Std Spec 0000, page 3, bullet “ISC.” Delete “lead-contaminated materials.”

3.7.4.3 SFLC Std Spec 0000, page 27, after Note box under paragraph 3.3.13.1.2 add the following paragraphs:

“3.3.13.1.3 Dock and Sea trials. The Contractor shall conduct dock trials to test the work performed during the contract when required by individual work items (see 3.3.13 Tests and Inspections). This shall include operational tests or inspections, as appropriate, of all machinery, piping, wiring, insulation, preservation work, deck coverings, and any other article removed, moved, disturbed, or damaged by the Contractor in accomplishing the work outlined in the specification. Schedule for these specific dockside tests or inspections shall be included within the planning document (see 3.2.5 Planning document).

3.3.13.1.3.1 The Contractor shall provide a pier facility or allow the vessel to move to a Coast Guard pier to support dock trials. The Contractor shall not conduct trials that require the vessel to be waterborne while the vessel is floating inside a dock (e.g., graving dock, floating drydock).

3.3.13.1.3.2 Sea trials to conduct equipment operational tests are not required unless a Sea Trial Performance work item is specifically included within the specification.

3.7.4.4 SFLC Std Spec 0000, page 11, paragraph 3.2.5, add the following bullets to the bulleted list:

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• Identifies the “critical paths” for the project.

• Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

3.7.4.5 SFLC Std Spec 0000, page 11, Add the following Note between paragraphs 3.2.5 and 3.2.5.1:

NOTE

Float is the number of days that the critical paths can be delayed without affecting the final delivery date.

3.7.4.6 SFLC Std Spec 0000, page 12, add the following paragraphs and Note after Figure 1:

“3.2.5.4 When the critical path extends beyond or encroaches upon the final delivery date, provide a resource constraint and scheduling evaluation of the critical path before any request for extension will be entertained. Submit the resource constraint and scheduling evaluation via a CFR.

NOTE

The intent of the resource constraint and scheduling evaluation is to identify the resources necessary to ‘crash’ the critical path or make adjustments to the production schedule to meet the delivery date in lieu of a project extension.”

3.7.4.7 Std Spec 0000, General Requirements, page 4, paragraph 1.3 Acronyms and term definitions, “Paint Containing Lead” remove lead content percent of “0.06 percent by weight (0.12 mg/cm2, or 600 ppm)” and replace with “0.009 percent by weight (0.018 mg/cm2, or 90 ppm)”

3.7.5 SFLC Std Spec 6310, Requirements For Preservation Of Ship Structures, 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.”

3.7.5.1 Std Spec 6310, Appendix B, page B12 , the formatting for of Notes 17-19 change and add as per 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-SP 1 prior to blast cleaning and following blast cleaning immediately prior to coating. The end result of abrasive blasting will be a surface cleanliness similar to that of SSPC-SP 10 for steel with all coating removed.

17 (Rev-0)

3.7.5.2 Std Spec 6310, Appendix E, pages E1, E3, and E4, QA Inspection Forms QA-1, QA-3a, and QA- 3b respectively, reference The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 12/NACE No. 5 erroneously, and are corrected as per the following:

3.7.5.2.1 Std Spec 6310, Appendix E, pages E1, QA Inspection Form QA-1, Check point 5- Surface Preparation, check box description 2, replace “(i.e.: SSPC SP-12, SP-11, SP-10…).” with “(i.e.: SSPC

SP-11, SP-10, SP WJ-2…).”

3.7.5.2.2 Std Spec 6310, Appendix E, page E3, QA Inspection Form QA-3a, Surface Preparation Method column of the Profile Achieved table, 2nd record, replace “SSPC-SP-12/NACE No. 5” with “SSPC-SP

WJ-1/NACE WJ-1”.

3.7.5.2.2.1 Add record to table beneath “SSPC-SP WJ-1/NACE WJ-1” and label as “SSPC-SP WJ-

2/NACE WJ-2”

3.7.5.2.2.2 Add record to table beneath “SSPC-SP WJ-2/NACE WJ-2” and label as “SSPC-SP WJ-

3/NACE WJ-3”

3.7.5.2.2.3 Add record to table beneath “SSPC-SP WJ-3/NACE WJ-3” and label as “SSPC-SP WJ-

4/NACE WJ-4”

3.7.5.2.3 Std Spec 6310, Appendix E, page E4, QA Inspection Form QA-3b, Surface Preparation Method column of the Profile Achieved table, 2nd record, replace “SSPC-SP-12/NACE No. 5” with “SSPC-SP

WJ-1/NACE WJ-1”.

3.7.5.2.3.1 Add record to table beneath “SSPC-SP WJ-1/NACE WJ-1” and label as “SSPC-SP WJ-

2/NACE WJ-2”

3.7.5.2.3.2 Add record to table beneath “SSPC-SP WJ-2/NACE WJ-2” and label as “SSPC-SP WJ-

3/NACE WJ-3”

3.7.5.2.3.3 Add record to table beneath “SSPC-SP WJ-3/NACE WJ-3” and label as “SSPC-SP WJ-

4/NACE WJ-4”

3.7.6 SFLC Std Spec 8635, Temporary Services, page 2, delete paragraph 3.3.2.2.

3.7.7 SFLC Std Spec 5000, Auxiliary Machine Systems, Appendix C, page C9: Replace paragraph C2.8.1.3 and Table C-3, and add additional paragraphs C2.8.1.4, C2.8.1.5, and C2.8.1.6. as follows:

“C2.8.1.3 Flushing fluid minimum flow rate requirements. Ensure the minimum flow rates provided in Table C-3 are maintained for each circuit. If multiple loops are flushed concurrently, each loop shall be provided with a flow measuring device. Provide calibrated flow meters. Prior to flushing, submit the certification of calibration to the CG Inspector.

TABLE C-3 - MINIMUM FLOW RATE FOR FLUSHING WITH FLUID

PIPE SIZE INSIDE DIA

(INCH)

GAL/MIN

To 0.5 18

18 (Rev-0)

0.5 to 0.75 34

0.75 to 1.0 56

1.0 to 1.25 100

1.25 to 1.5 138

1.5 to 2.0 230

2.0 to 2.5 330

2.5 to 3.0 420

NOTES

1. Flow rates represent minimum flows needed to achieve a turbulent flow condition and maximize benefits of flushing effort.

2. Flow rate selected for flow velocity of 25 ft/sec in the schedule 80/160 pipe, as applicable. If there is a conflict between the pressure and flow rate requirements of this specification, the minimum flow rates shall be governing, unless the working pressure of the system is exceeded. The uses of by-pass (flow control) valves are not allowed downstream of the flow meters.

C2.8.1.4 Whenever a noticeable increase in the pressure drop across strainers is observed, the strainers should be cleaned and bag renewed. Be aware that this may occur as frequency as 15 min intervals.

C2.8.1.5 During flushing, constant monitoring of the flushing oil must be maintained in order to determine the contamination level. Filtering shall continue until the fluid entering the return flow filter meets the particle population ISO cleanliness code of 17/14, in accordance with ISO 4406. All flushing fluid shall pass through the return filter after passing through each system flushing circuit. All samples shall be taken at a point just prior to this filter.

C2.8.1.6 Take a representative sample of oil from the hydraulic system of the hydraulic system. Send samples out for laboratory analysis. Analysis shall include viscosity, moisture, total acid number, particle size and population in sufficient detail to determine ISO cleanliness code of 17/14, in accordance with ISO 4406. Submit CFR.”

3.7.8 SFLC Std Spec 6341, Appendix A, Paragraph A2.1.1, replace with “A2.1.1 Cove vase. Include a cove base, using the same epoxy resin deck covering system material, to a maximum height of four inches at all adjacent vertical bounding surfaces, where applicable."

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.

4.2 There are multiple work items and activities in this package that will disrupt the crew's sanitation, as well as large scale preservation work items that pose environmental and industrial hygiene risks to the crew. The government will disestablish the galley and move the crew ashore during the disruption of the aforementioned services and during the work activities that elevate risk to personnel. To integrate the temporary crew lodging and messing contract with the aforementioned work activities and to minimize the cost of crew logistics, the performance period for any work item or activity that disrupts berthing, 19 (Rev-0) sanitation systems, potable water, air conditioning (heating or cooling), ventilation, elevates industrial or environmental risks to the crew, or requires closure of the galley will start no sooner than 7-days after the start of the availability and end no later than 44-days after the first disruption of crew berthing, sanitation systems, potable water, air-conditioning (heating or cooling), ventilation, or galley closure. The crew will be provided a minimum of 7-days to move back aboard the cutter before the end of the availability. Any disruption or restoration of services that results in moving the crew ashore or aboard the cutter, closure or reestablishment of the galley, requires a minimum of 96-hour advance notification via a condition found report.

4.2.1 The 44-day period will run continuous and may not be started and stopped, and the period ends when all preservation and sanitation work items are complete, the galley is reestablished and the crew has moved back aboard. If the disruption of berthing, sanitation or galley services exceeds 44-days, the contractor is responsible for the full cost of the crew lodging, messing, transportation and any related crew logistics costs until these services are fully restored. The government will consider the restoration of air conditioning (heating or cooling) and ventilation via temporary systems if the ambient space conditions can be maintained in the following range (68-72 deg F when heating is required; 70-74 deg F when cooling is required; and a relative humidity less than 70% and achieve a minimum of 1 compartment air volume change 4 times per hour, with 30% of each change consisting of outside air. If temporary air conditioning or ventilation is employed, the contractor may disrupt these services with the crew aboard for no more than 4-hours between 8AM to 4PM to berthing areas and common spaces. The contractor may not disrupt the ventilation or air conditioning systems to the galley or crew messing spaces when the galley is reestablished after the core 44-day performance period.

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QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

Location of Work (incl. frame #’s) Area (sqft)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max.

threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

Name of QP-1/NACE Inspector Signature Cert. # Date / Time

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE &

TIME

ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

(Frame & Deck, relation to equipment, etc.)

TEMPERATURE

% REL.

HUMID-

ITY DEW

PT. SURFACE AMBIENT

ΔT

| DP -

Surface |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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.