GASCONADE_(WLR_75C)_DD_FQ2_AMH_17R0.pdf

USCGC GASCONADE (WLR 75401)

USCG 90B BARGE (90013)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2017

Developed By: Albert M Hall

(Rev-0, 08 July 2016)

USCGC GASCONADE (WLR-75C) DRYDOCK AVAILABILITY FY2017

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 ............................................................................................. xi Principal Characteristics - Tender .............................................................................................................. xii Principal Characteristics - Barge ............................................................................................................... xiii General Requirements WORK ITEM 1: Hull Plating (U/W Body), Inspect- Tender WORK ITEM 2: Hull Plating (U/W Body), Inspect - Barge WORK ITEM 3: Appendages (U/W) - Internal, Preserve - Tender WORK ITEM 4: Appendages (U/W) - Internal, Preserve - Barge WORK ITEM 5: Voids (Non-Accessible), Leak Test - Tender WORK ITEM 6: Voids (Non-Accessible), Leak Test - Barge WORK ITEM 7: Voids (Non-Accessible), Internal Surfaces, Preserve - Tender WORK ITEM 8: Voids (Non-Accessible), Internal Surfaces, Preserve - Barge WORK ITEM 9: Tanks (MP Fuel Service), Clean and Inspect - Tender WORK ITEM 10: Propeller, Perform Minor Repairs and Reconditioning WORK ITEM 11: Fathometer Transducer, Renew – Tender WORK ITEM 12: Fathometer Transducer, Renew – Barge WORK ITEM 13: Hull Fittings (Mooring and Towing), Inspect and Test - Tender WORK ITEM 14: Spuds, Overhaul - Tender WORK ITEM 15: Spuds, Overhaul - Barge WORK ITEM 16: Spud Wells, Inspect - Tender WORK ITEM 17: Spud Wells, Inspect - Barge WORK ITEM 18: Decks – Exterior (Buoy or Construction Deck), Preserve 100% - Barge WORK ITEM 19: U/W Body, Preserve (100%) - Tender WORK ITEM 20: U/W Body, Preserve (100%) - Barge WORK ITEM 21: Cathodic Protection / Magnesium Anodes, Renew - Tender WORK ITEM 22: Cathodic Protection / Magnesium Anodes, Renew - Barge WORK ITEM 23: Hull Fittings (Mooring and Towing), Inspect and Test - Barge WORK ITEM 24: Hull Plating (U/W Body), Ultrasonic Testing - Tender WORK ITEM 25: Hull Plating (U/W Body), Ultrasonic Testing - Barge WORK ITEM 26: Tanks (Sewage Holding), Preserve “100%” (O) - Tender WORK ITEM 27: Tanks (Sewage Holding), Preserve “Partial” - Tender WORK ITEM 28: Propulsion Shafting, Straighten WORK ITEM 29: Propulsion Shaft Bearings (External), Renew WORK ITEM 30: Rudder Assembly; Remove, Inspect And Reinstall WORK ITEM 31: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test - Barge WORK ITEM 32: Drydock - Tender WORK ITEM 33: Drydock - Barge WORK ITEM 34: Temporary Services, Provide - Tender WORK ITEM 35: Sea Trial Performance, Support, Provide WORK ITEM 36: Boat Davit Winch, Shrink Wrap WORK ITEM 37: Buoy and Cargo Handling Crane, Shrink Wrap WORK ITEM 38: Appendages (U/W), Leak Test - Barge WORK ITEM 39: Tanks (MP Fuel Service), Clean and Inspect - Barge WORK ITEM 40: Propulsion Shaft Bearings (External), Check Clearances WORK ITEM 41: Keel Coolers, Clean, Inspect and Hydro - Tender iii (Rev-0)

WORK ITEM 42: Sewage Holding Tank(s), Clean and Inspect - Tender WORK ITEM 43: Appendages (U/W), Leak Test - Tender WORK ITEM 44: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 45: Propulsion Shaft Seals (Mechanical) Inspect And Clean WORK ITEM 46: Propellers, Remove, Inspect, and Reinstall WORK ITEM 47: Internal Structural Plating, Repair Barge WORK ITEM 48: Asbestos-Containing Material, 100% Abatement, Perform - Barge WORK ITEM 49: Barge Fuel Transfer Fittings, Renew WORK ITEM 50: Fire main Stand Pipe, Renew - Tender WORK ITEM 51: Spud Well Plating, Repair - Barge WORK ITEM 52: Potable Water Tank Repair, Barge WORK ITEM 53: Hatch Drain, Renew - Tender WORK ITEM 54: Rudder Seal Vent Lines, Install - Tender WORK ITEM 55: Barge Sea Chest Vent Piping, Renew WORK ITEM 56: Compressed Air System Valves, Renewal - Barge WORK ITEM 57: Fuel Transfer Piping, Renew - Tender WORK ITEM 58: Keel Coolers, Clean, Inspect and Hydro - Barge WORK ITEM 59: Rudder(s), Preserve (“100%”) 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

75 WAGL 2200-010, -Rev D, Main Rudder Stock And Fittings For Jastram S2-16-2-35 Steering System 75 WAGL 2200-011, Rev D, Flanking Rudder Stock And Fittings For Jastram S2-16-2-35 Steering

System Coast Guard Drawing 90B- CGB 5501-1, Rev -, Fuel Oil Piping System for 90'-0" x 30'-0" x 6'-6" Spec.

Barge Coast Guard Drawing 90B-CGB_4823_1, Rev-, Sea Chest Details for 90' X 24' X 6'-6" Barge Coast Guard Drawing 90B-CGB_4823_2, Rev-, Sea Chest Details for 90' X 24' X 6'-6" Barge Coast Guard Drawing 75 WAGL 0700-004, Rev -, Docking Plan Coast Guard Drawing 75 WAGL 633-001, Rev -, Cathodic Protection Coast Guard Drawing 75C -WAGL 4803-1, Rev -, Fire Piping Diagram Coast Guard Drawing 75C WAGL 0500-001, Rev 1, Lines and Offsets Coast Guard Drawing 75C WAGL 0700-025, Rev -, Docking Block Arrangement (‘C’ Class) Coast Guard Drawing 75C WAGL 1101-001, Rev 1, Dk Plate Plan & Shell Expansion Coast Guard Drawing 75C WAGL 1101-003, Rev C, New Grid Cooler Pocket P/S to Suit IF1312 MDE Coast Guard Drawing 75C WAGL 1103-024, Rev 2, Transverse Frames #15-22 Coast Guard Drawing 75C WAGL 1103-025, Rev -, Framing Plan Coast Guard Drawing 75C WAGL 1103-026, Rev -, Transverse Frames #23-28 Coast Guard Drawing 75C WAGL 1105-002, Rev 4, Longitudinal Girder XA17 R/L XD17 R/L –

Longitudinal Bulkhead XB17 R/L and Longitudinal Deck Ls XG17 Coast Guard Drawing 75C WAGL 2200-004, Rev 4, Rudder Details (75401) 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 75C WAGL 2200-023, Rev 1, Backing Rudder Trunk Details (75401-75405) Coast Guard Drawing 75C WAGL 2200-024, Rev - Rudder Details (75401-75405) Coast Guard Drawing 75C WAGL 2602-1, Rev 5, Towing Knees and Spudwell (75401) Coast Guard Drawing 75C WAGL 2602-2, Rev 2, 75 FT Towboat Spud Derrick and Spud (75401) Coast Guard Drawing 75C WAGL 2901-001, Rev 2, Curves of Form Coast Guard Drawing 75C WAGL 2901-021, Rev -, Tank CAPACITY - 95% Tables Coast Guard Drawing 75C WAGL 4103-006, Rev G, Jacket Water Piping Mods to Suit IF1312 MDE Coast Guard Drawing 75C WAGL 4301-002, Rev 2, Propeller Shaft Details Coast Guard Drawing 75C WAGL 4301-005, Rev 2, Stern Strut, Shaft Log, Stern Tube Coast Guard Drawing 75C WAGL 4301-022, Rev-, Strn Strt Shft Lg Strn Tub Bhd Stuf Bx (75402-05) Coast Guard Drawing 75C WAGL 4301-024, Rev-, Prop Shaft Dets (75402-05) Coast Guard Drawing 75C WAGL 700-025, Rev-, Docking Block Arrangement (‘C’ Class) Coast Guard Drawing 75C-WAGL 2200-12, Rev C, Flanking Steering System Arrangement for Jastrum

S2-16-2-35 Coast Guard Drawing 75C-WAGL 4301-6, Rev F, Shafting Installation to Suit IF1312 MDE Coast Guard Drawing 75C-WAGL 5500-1, Rev -, Fuel Oil Piping Diagram (75401) Coast Guard Drawing 75C-WAGL 5501-1, Rev 1, Fuel Oil Piping Diagram (75401) Coast Guard Drawing 75C-WAGL 2200-022, Rev-, Steering Rudder Trunk Details (75401-75405) Coast Guard Drawing 75C-WAGL 2200-11, Rev C, Steering System Arrangement for Jastrum S2-16-2-

Coast Guard Drawing 75C-WAGL 2200-13, Rev A, Rudder Post Installation for Jastrum S2-16-2-35

Steering System Coast Guard Drawing 75C-WAGL 4301-6, Rev E, Shafting Installation to Suit IF1312 MDE Coast Guard Drawing 75-WAGL 4301-5, Rev E, Shafting Machining Details to Suit IF1312 MDE Coast Guard Drawing 75-WAGL 4400-3, Rev E, Propeller to Suit IF1312 MDE Coast Guard Drawing 90 CGB 0103-1 Rev 1, Outboard Profile and Deck Arrangement Coast Guard Drawing 90 CGB 4103-001, Rev 2, Barge Skin Cooling Coast Guard Drawing 90 CGB 633-001, Rev -, Cathodic Protection Coast Guard Drawing 90B CGB 0103-008, CGB 90012 Booklet of General Plans Coast Guard Drawing 90B CGB 0103-1, Rev C, Outboard Profile and Arrangement for 90’x 24’x 6’-6”

Barge Coast Guard Drawing 90B CGB 0700-001, Rev -, Docking Plan for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB 1201-001, Rev 2, Deck Fitting Plan for 90’ x 24’ x 6’-6” Sp Barge Coast Guard Drawing 90B CGB 2602-002, Rev 2, Barge 90'-0" X 24'-0" X 6'-6" Spud & Spud Well

Details Coast Guard Drawing 90B CGB 2602-5, Rev -, USCG Barge 90013 Spud Extension And Strengthening

Details Coast Guard Drawing 90B CGB 2901-002, Rev -, Tank CAPACITY - 95% Tables Coast Guard Drawing 90B CGB 5501-001, Rev -, Fuel Oil Piping System Coast Guard Drawing 90B CGB-0700-001, Rev-, Docking Plan for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB-0700-2, Rev -, Docking block Arrangement Coast Guard Drawing 90B CGB-1101-001, Rev 4, Fwd Rake, Deck, Bottom, & Side Long’l Truss-

Ladder and Layout for 90’ x 24’ x 6’-6” Spec Barge vii (Rev-0)

Coast Guard Drawing 90B CGB-1101-002, Rev -, Midship Deck, Bottom, & Side Plating for 90’ x 24’ x 6’-6” Spec Barge

Coast Guard Drawing 90B CGB-1101-003, Rev -, After Rake Details for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B-CGB 4901-1, Rev -, Air Piping System for 90' X 24' X 6'-6" Special Barge Coast Guard Drawing 90B-CGB 1103-02, Rev 1, Transverse. Frames & Sections for Special Barge Coast Guard Drawing 90B-CGB 1103-03, Rev - , Midship Framing Details for Special Barge Coast Guard Drawing 90B-CGB 2602-03, Rev 2, Special Barge Spud & Spud Well Details Coast Guard Drawing 90-CGB 103-004, Rev -, 90 FT. Barge (GASCONADE) CGB-90008 Booklet of

General Plans Coast Guard Drawing 90-CGB 1103-01, Rev 2, 90-FT. Barge Hull Framing Plan Coast Guard Drawing 90-CGB 6713-3, Rev -, Transducer Location Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly Coast Guard Drawing75C WAGL 103-23, Rev 4, Gen Design Plans & Outboard Profile (75401-05) Coast Guard Fleet Drawing FL 2602-10, Rev J, Spud Arrangements and Details

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 3494, 09-DEC-03, Shaft Seal - Type Fse Coast Guard Technical Publication (TP) 4506, Wartsila TM-EL-68839, Issue A, Mar 2005, Rudderstock

Seal Type EL Coast Guard Technical Publication (TP) 5491, SWBS 256, Apr 2013, Keel Grid Cooler (Duramax) Naval Sea Systems Command (NAVSEA) 0900-LP-060-4010, 1981, Fabrication, Welding & Inspection of Metal Boat & Craft Hulls Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

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

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

OTHER REFERENCES

(NAVSEA) 0900-LP-001-7000, May 1979, Fabrication and Inspection of Brazed Piping Systems viii (Rev-0)

American Bureau of Shipping (ABS) 2, Rule Requirements for Survey After Construction, 2007, Part 7, Appendix Section 10, Guide for Bronze and Stainless Steel Propeller Castings

American Institute of Steel Construction (AISC), 2005 Specifications, Section M2.1 American Society for Testing and Materials (ASTM) International F1508, 2010, 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 American Welding Society (AWS) D1.1/D1.1M:2002, Structural Welding Code – Steel, Sections 5.26.5 and C8.5.5 ASTM International (ASTM) B 843, 2007, Standard Specification for Magnesium Alloy Anodes for

Cathodic Protection ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1709, 2008, Standard Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method ASTM International (ASTM) D1922, 2008, Standard Test Method for Propagation Tear Resistance of

Plastic Film and Thin Sheeting by the Pendulum Method ASTM International (ASTM) D3951, Reapproved 2004, Standard Practice for Commercial Packaging ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An) ASTM International (ASTM) D882, 2009, Standard Test Method for Tensile Properties of Thin Plastic

Sheeting ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Commercial Item Description (CID) A-A-52624, Nov 2008, Antifreeze, Multi Engine Type, Ethylene

Glycol (For Caterpillar equipment applications, use CAT Extended Life Pre-Mix coolant.)

Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-

Petrolatum Federal Specification (Fed Spec) HH-P-151, Mar 1991, Packing; Rubber-Sheet, Cloth-Insert International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing Tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50 m, Inclusive International Standard For Organization (ISO) 484/2, 1981, Shipbuilding - Ship Screw Propeller -

Manufacturing tolerances - Part 2: Propellers of Diameter Between 0.80 and 2.50m, Inclusive 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 Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe

Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation MIL 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-DTL-1222, Dec 2000, Studs, Bolts, Screws and Nuts for Applications Where a High Degree of Reliability Is Required

MIL-PRF-16173, 2006, Corrosive Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-167-1, Nov 2005, Mechanical Vibrations of Shipboard Equipment (Type I - Environmental and Type II - Internally Excited) MIL-STD-2191, Nov 1992, Nov 1992, Repair Welding, Weld Cladding, Straightening, and Cold Rolling of Main Propulsion Shafting Ship Structure Committee (SSC) 207, Effects of Flame and Mechanical Straightening on Material

Properties of Weldments, 1970.

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

Rubber Composition Sheet; For Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, 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), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements 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

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

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

US Department of Defense, United Facilities Criteria (UFC) 3-320-01A, March 2005, Welding – Design and Inspection

US Department of Transportation, Federal Highway Administration, Guide for Heat-Straightening of Damaged Steel Bridge Members, May 2011 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)

11 N ***Fathometer

Transducer, Shallow Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 1 ea. 343.63

12 N ***Fathometer Transducer, Shallow Water, 50-200 kHz

(Airmar Technology

SS505)

NSN: 5845-01-470-2500 2 ea. 343.63

30 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 28,675.25 30 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 37,850.50 30 Y **Upper Rudder bearing (SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 547.88

30 N Rudder EL Seal, Major Overhaul Kit

(WLP-001427001)

NSN: 5330-01-646-5935 4 ea. 4,000.00

32 Y *Transducer Cover Plate

N/A 1 ea. 50.00

33 Y *Transducer Cover Plate

N/A 4 ea. 50.00

41 Y **SSDG Grid Cooler NSN: 2040-01-F11-2290 /

P/N: SC-216DP-63

2 ea. $3,000.00

41 Y **MDE Grid Cooler NSN: 2040-01-F11-2291/

P/N: SC-418DP-114

2 ea. $8,270.00

44 Y **Propulsion Shaft NSN: 2010-01-557-1512 2 ea. 28,653.00 45 N Wartsila FSE

H74537-02 Face Change-Out Kit

NSN: 2010-01-560-3273 /

PN: WLP001365-002

2 ea. 5,950.00

46 Y **Propeller right hand

NSN: 2010-01-534-9089 1 ea. 10,129.00

46 Y **Propeller left hand NSN: 2010-01-534-9095 1 ea. 10,129.00 *Government-loaned property, which shall be returned to the vessel upon completion of the availability.

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

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

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

Work Item Title

5 Voids (Non-Accessible), Leak Test - Tender

6 Voids (Non-Accessible), Leak Test - Barge

19 U/W Body, Preserve (100%) - Tender

20 U/W Body, Preserve (100%) - Barge

24 Hull Plating (U/W Body), Ultrasonic Testing - Tender

30 Rudder Assembly; Remove, Inspect And Reinstall

38 Appendages (U/W), Leak Test - Barge

40 Propulsion Shaft Bearings (External), Check Clearances

43 Appendages (U/W), Leak Test - Tender

44 Propulsion Shafting; Remove, Inspect, and Reinstall xii (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75’ WLR (C-CLASS: CGC GASCONADE), INLAND RIVER BUOY TENDER

PHYSICAL

Length overall 75' 5-1/2" Depth 7' 8-1/2" Maximum beam 22' 5" Height of highest projection N/A Full load draft 4' 6" Full load displacement 136.1 short tons Shore tie voltage requirements 480V/200 amp Frame spacing 1' 6"

MACHINERY

Number of propellers 2 Number of blades 4 Diameter of propeller 48" Pitch 47" fixed

RPM 410

xiii (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

90' CGB (B-CLASS: 90012, 90013), BARGE

PHYSICAL

Length overall 90' 0" Depth 6' 6" Maximum beam 24' 7" Full load draft 4’6” Full load displacement 181 Long Tons Shore tie voltage requirements 440 V / 100 A

1 (Rev-0)

00000_0316_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

None

3. REQUIREMENTS

3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability.

NOTE

The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract.

2 (Rev-0)

3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

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

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

3.5.1 Contractor operated (non USCG) facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix A, Requirements for Environmental Protection at Contractor Operated (Non USCG) Facilities, as applicable, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation.

3.5.2 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, 3 (Rev-0) and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix 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 Standard Specification 6310, Requirements for Preservation of Ship Structures.

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

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

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

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3:

SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.2 SFLC Standard Specification 0000 General Requirements.

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

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph

3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

4 (Rev-0)

4. NOTES

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

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

Place surface profile replica tapes in the spaces provided below, to serve as permanent QA record. Maintain a separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Reading (mils): Reading (mils): Reading (mils):

MEAN MIL READING (IAW ASTM D4417-METHOD C) FOR ABOVE 15 READINGS:

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

SSPC-SP-11 (inaccessible area) Brush-blasting (non-metallic substrate)

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

Record measurements taken in the spaces provided below, to serve as permanent QA record. Maintain separate log for each location. When an area is divided into separate sections, maintain a separate log for each section.

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

COATING MFG PRODUCT NAME BATCH

INDUCTION

TIME

COATING SYSTEM SEQUENCE

(PRIMER/TOUCHUP/3RD COAT, ETC.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

11000_0815_FLT

REC_11000_UWHIB_FLT_75 WLR (‘C’ Class: Hulls 75401 – 75405)

WORK ITEM 1: Hull Plating (U/W Body), Inspect- Tender

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect/survey the vessel’s Under Water (U/W) hull plating, including U/W appendages and coating system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 75C WAGL 0700-025, Rev -, Docking Block Arrangement (‘C’

Class) Coast Guard Drawing 75C WAGL 2200-004, Rev 4, Rudder Details (75401)

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry

Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

12 (Rev-0)

3.1.2 Tech Rep.

Not applicable.

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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Inspection. The Contractor shall accompany the Underwater Hull Inspection Board (UWHIB) in the performance of the below inspection tasks, as applicable, using the drawings listed in Section 2 (References) as guidance. The Contractor shall provide the following, to facilitate the UWHIB in assessing the condition of the designated U/W hull components and systems:

• A hull repair supervisor and a marker.

• Temporary staging and other necessary equipment, as applicable, for ensuring safe access to all areas of the U/W hull.

NOTES

1. The COR will convene the UWHIB as soon as possible after the vessel has been dry-docked and before any work (except U/W hull cleaning/wash down) is performed on the U/W hull and appendages.

2. Some of the components and/or systems addressed in this work item may not be applicable to all vessel classes.

3.2.1 Hull plating.

3.2.1.1 The Contractor shall inspect the condition of the hull plating (including thruster tunnel plating, as applicable), for the presence of marine growth, deformation, and any evidence of major corrosion or electrolytic action.

3.2.1.2 The Contractor shall inspect the hull and keel areas, report on the condition of butt-welded seams, doubler plates, lap seams, and for any signs of damaged plating or unusual waviness in the plating.

3.2.2 Sea chests and all other cooling system intake components. The Contractor shall inspect all sea chests, tunnels, hull openings, and grates for general appearance, loose, damaged, or missing grates, loose or missing fasteners, condition of sea strainers and lockwire on bolts, marine growth on grating slots, and any obstructions in the openings that might prevent proper suction and discharge of water.

3.2.3 Rudders. The Contractor shall check general condition, condition around the drain plugs, and check for pitting, if any, on the leading and trailing edges.

3.2.4 Propeller and shaft associated components. The Contractor shall inspect the condition of propellers for signs of corrosion, pitting, erosion, fouling, cracks, dings, and nicks by side and

13 (Rev-0) blade; inspect fairwaters, rope guards, shafts, and mechanical seals - look for missing screws, physical damage to the blades, pitting, condition of dunce caps, and condition of securing devices.

3.2.5 Transducers. The Contractor shall check general condition for cuts, cracks, corrosion, and surface defects around the openings. Check transducer securing nuts for tightness, and inspect cables for chafing and other damage.

3.2.6 Zinc anodes.

3.2.6.1 The Contractor shall remove all marine growth and oxide coating from all hull, rudder, shaft strut, sea chest, z-drive, and thruster tunnel zinc anodes, or water jet drives anodes, as applicable, using a light-wire brush.

3.2.6.2 The Contractor shall visually inspect all zinc anodes; check the soundness of mounting strap and stud welds, missing fasteners, and percentage of remaining material.

3.2.7 Coating system inspections. The Contractor shall accomplish the below inspections, in conjunction with the underwater hull inspection conducted by the Underwater Hull Inspection Board (UWHIB). Document the condition found as “Partial - Condition A”, “Partial - Condition B”, or “100%”, as applicable (see 4.1 (Definitions)). Submit a CFR.

NOTE

The following inspections are for determining the existing condition of the coating system for the underwater body surfaces, which are deemed “Critical-coated” surfaces; they must be carried out by a SSPC-QP-1 certified contractor/sub-Contractor or a NACE Inspector

– see SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces”).

3.2.7.1 Visual. Perform a visual inspection of the existing U/W body coating system.

3.2.7.2 Dry film thickness (DFT) measurements. Take total DFT measurements of the U/W body coating system, in accordance with SSPC-PA 2.

3.2.7.3 Coating system thickness and scheme inspection. Perform a microscopic observation of precision angular cuts in the coating system film (“Tooke Paint Inspection”), in accordance with ASTM D4138, and measure the total coating thickness and thickness of each individual coat of paint, in addition to identifying/verifying the existing color scheme for each coat of paint comprising the coating system.

NOTE

The Tooke Paint Inspection Gage/Gauge (Plastic) is a precision tool for inspection and thickness measurement (ASTM D4138) of single or multiple coats on any substrate, and for microscopic observation and measurement of substrate and film defects. The gage uses an illuminated 50-power microscope with measuring reticle, and mounts tungsten carbide cutting tips for precise incision of the work surface.

14 (Rev-0)

Direct measurement of total coating thickness and thickness of individual coats of paint is a unique capability of the Tooke Paint Inspection Gage/Gauge. Thus, in addition to routine use, it often serves as a “referee” instrument to calibrate indirect or non-destructive thickness measuring instruments.

Other uses include assessment of substrate conditions and coating adhesion, and observation of microscopic cracking, tendency for brittleness, cratering, or other microscopic film symptoms.

3.2.7.3.1 Take a total of four readings in locations designated by the Coast Guard Inspector, and as follows: one each, port and starboard, in the boot-top area; and one each, port and starboard, below the boot-topping.

3.2.7.3.2 Ensure that the repair of all areas affected by the destructive Tooke Gauge inspection is included in the optional repair work item that is activated by the result of the inspection.

4. NOTES

4.1 Definitions.

4.1.1 "Partial – Condition A”: The condition that exists where the substrate is exposed in up to 33% of the entire U/W body.

4.1.2 "Partial - Condition B": The condition that exists where the coating system has incurred damage, but the substrate is not exposed in any location.

4.1.3 "100%”: The condition that exists where more than 33% of the U/W body hull substrate is exposed.

4.2 UWHIB convention. The COR will convene the UWHIB as soon as possible after the vessel has been dry-docked and before any work (except U/W hull cleaning/wash down) is performed on the U/W hull and appendages.

15 (Rev-0)

11000_0815_FLT

REC_11000_UWHIB_FLT_90B Barge (90013) (1211)

WORK ITEM 2: Hull Plating (U/W Body), Inspect - Barge

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect/survey the vessel’s Under Water (U/W) hull plating, including U/W appendages and coating system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 90B CGB-0700-001, Rev -, Docking Plan for 90’ x 24’ x 6’-6”

Spec Barge Coast Guard Drawing 90B CGB-1101-001, Rev 4, Fwd Rake, Deck, Bottom, & Side

Long’l Truss- Ladder and Layout for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB-1101-002, Rev -, Midship Deck, Bottom, & Side Plating for 90’ x 24’ x 6’-6” Spec Barge Coast Guard Drawing 90B CGB-1101-003, Rev -, After Rake Details for 90’ x 24’ x 6’-

6” Spec Barge

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

ASTM International (ASTM) D4138, 2013, Standard Practices for Measurement of Dry

Film Thickness of Protective Coating Systems by Destructive, Cross-Sectioning Means

The Society for Protective Coatings (SSPC), January 2015, Paint Application Specification No. 2 (PA-2), Procedure for Determining Conformance to Dry Coating Thickness Requirements

3. REQUIREMENTS

3.1 General.

16 (Rev-0)

3.1.1 CIR.

3.1.2 Tech Rep.

Not applicable.

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

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.2 Inspection. The Contractor shall accompany the Underwater Hull Inspection Board (UWHIB) in the performance of the below inspection tasks, as applicable, using the drawings listed in Section 2 (References) as guidance. The Contractor shall provide the following, to facilitate the UWHIB in assessing the condition of the designated U/W hull components and systems:

• A hull repair supervisor and a marker.

• Temporary staging and other necessary equipment, as applicable, for ensuring safe access to all areas of the U/W hull.

NOTES

1. The COR will convene the UWHIB as soon as possible after the vessel has been dry-docked and before any work (except U/W hull cleaning/wash down) is performed on the…