Attachment 2 Work Specification.pdf

USCGC GASCONADE (WLR 75401)

USCG 90B BARGE (90013)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2021

Developed By: Robert E. Ozment

(Rev-0, 19 October 2020)

USCGC GASCONADE (WLR-75C) DRYDOCK AVAILABILITY FY2021

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 (Side Scan), Ultrasonic Testing - Tender WORK ITEM 2: Hull Plating (U/W Body), Inspect - Tender WORK ITEM 3: U/W Body, Preserve (100%) - Tender WORK ITEM 4: Hull Plating Freeboard, Preserve “100%” - Tender WORK ITEM 5: Appendages (U/W), Leak Test - Tender WORK ITEM 6: Propulsion Shaft Rope Guards, Inspect WORK ITEM 7: Appendages (U/W) - Internal, Preserve - Tender WORK ITEM 8: Tanks (MP Fuel Service), Clean and Inspect - Tender WORK ITEM 9: Propulsion Shafting; Remove, Inspect, and Reinstall WORK ITEM 10: Propulsion Shafting, Optical or Laser Alignment Check WORK ITEM 11: Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew WORK ITEM 12: Propulsion Shafting, Straighten WORK ITEM 13: Propulsion Shaft Bearings (External), Renew WORK ITEM 14: Propeller, Perform Minor Repairs and Reconditioning WORK ITEM 15: Propellers, Remove, Inspect, and Reinstall WORK ITEM 16: Keel Coolers, Clean, Inspect and Hydro - Tender WORK ITEM 17: Fathometer Transducer, General Maintenance WORK ITEM 18: Sea Valves and Waster Pieces, Renew - Tender WORK ITEM 19: Sea Strainers (All Sizes), Renew - Tender WORK ITEM 20: Rudder Assembly; Remove, Inspect And Reinstall WORK ITEM 21: Rudder(s), Preserve (“100%”) WORK ITEM 22: Hull Fittings (Mooring and Towing), Inspect and Test - Tender WORK ITEM 23: Spuds, Overhaul - Tender WORK ITEM 24: Spud Wells, Preserve - Tender WORK ITEM 25: Sewage Holding Tank(s), Clean and Inspect - Tender WORK ITEM 26: Tanks (Sewage Holding), Preserve “Partial” - Tender WORK ITEM 27: Cathodic Protection, Magnesium Anodes, Renew, - Tender WORK ITEM 28: Drydock - Tender WORK ITEM 29: Temporary Services, Provide - Tender WORK ITEM 30: Sea Trial Performance, Support, Provide WORK ITEM 31: Hull Plating (Side Scan), Ultrasonic Testing - Barge WORK ITEM 32: Hull Plating (U/W Body), Inspect - Barge WORK ITEM 33: U/W Body, Preserve (100%) - Barge WORK ITEM 34: Hull Plating Freeboard, Preserve “100%” - Barge WORK ITEM 35: Appendages (U/W), Leak Test - Barge WORK ITEM 36: Appendages (U/W) - Internal, Preserve - Barge WORK ITEM 37: Tanks (Mp Fuel Stowage And Overflow), Clean And Inspect - Barge WORK ITEM 38: Keel Coolers, Clean, Inspect and Hydro - Barge WORK ITEM 39: Fathometer Transducer, General Maintenance WORK ITEM 40: Sea Valves and Waster Pieces, Renew - Barge WORK ITEM 41: Sea Strainers - Duplex (All Sizes), Renew - Barge iii (Rev-0)

WORK ITEM 42: Hull Fittings (Weight Handling Rigging Hardware), Inspect and Test - Barge WORK ITEM 43: Hull Fittings (Mooring and Towing), Inspect and Test - Barge WORK ITEM 44: Spuds, Overhaul - Barge WORK ITEM 45: Spud Wells, Preserve - Barge WORK ITEM 46: Decks – Exterior (Buoy or Construction Deck), Preserve 100% WORK ITEM 47: Cathodic Protection, Magnesium Anodes, Renew, - Barge WORK ITEM 48: Drydock - Barge WORK ITEM 49: Temporary Services, Provide - Barge WORK ITEM 50: Boat Davit Winch, Shrink Wrap WORK ITEM 51: Buoy and Cargo Handling Crane, Shrink Wrap WORK ITEM 52: Anti-Ventilation Underwater Hull Strakes, Installation WORK ITEM 53: Hull and Structural Plating (General) – 10.2-Pound Steel Plate, Renew - Tender WORK ITEM 54: Hull and Structural Plating (General) - 12.75-Pound Steel Plate, Renew - Tender ... 175 WORK ITEM 55: Hull and Structural Plating (General) – 15.3-Pound Steel Plate, Renew - Tender WORK ITEM 56: Hull and Structural Plating (General) - Degraded Weld (Steel), Repair - Tender WORK ITEM 57: Hull and Structural Plating (General) - 12.75-Pound Steel Plate, Renew - Barge WORK ITEM 58: Hull and Structural Plating (General) – 15.3-Pound Steel Plate, Renew - Barge WORK ITEM 59: Hull and Structural Plating (General) – 20.4-Pound Steel Plate, Renew - Barge WORK ITEM 60: Lead Dust, Clean WORK ITEM 61: Lead-Based Paint and Asbestos-Containing Material, Perform Spot Abatement WORK ITEM 62: Crews Shower, Repair WORK ITEM 63: Hull Plating, Repair WORK ITEM 64: Exhaust Stack Repair WORK ITEM 65: PW Pump Foundation, Repair WORK ITEM 66: Fire Pump Foundation, Repair (Barge) WORK ITEM 67: Gaylord Hood, Repair WORK ITEM 68: Chill Water Piping Insulation, Renew WORK ITEM 69: Sewage Tank Vent, Renew WORK ITEM 70: Urinal Drain Pipe, Renew WORK ITEM 71: Deck Plating, Repair WORK ITEM 72: Deck Equipment, Install - Barge WORK ITEM 73: Lead-Based Paint, Perform Partial Abatement - Barge WORK ITEM 74: Potable Water Piping, Renew 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 the time of specification writing and during contract execution.

All Coast guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing 75 WLR 114-001, Rev -, Anti-Ventilation Strake Installation and Details

Coast Guard Drawing 75 WAGL 0700-004, Rev A, Docking Plan

Coast Guard Drawing 75 WAGL 2901-004, Rev -, Curves of Form

Coast Guard Drawing 75 WAGL 633-001, Rev -, Cathodic Protection

Coast Guard Drawing 75C-WAGL 103-01, Rev 4, Gen Design Plans & Outboard Profile (75401)

Coast Guard Drawing 75C-WAGL 103-24, Rev A, Inboard Profile & Hold Arrgt (75401-05)

Coast Guard Drawing 75C-WAGL 103-3, Rev -, Booklet of Gen Plans (75401)

Coast Guard Drawing 75C-WAGL 4808-1, Rev 3, Plmb Drns (75401)

Coast Guard Drawing 75C-WAGL-4803-1, Fire Piping Diagram

Coast Guard Drawing 75C-WAGL 3603-22, Rev 2, Potable & Sanitary Wtr Pip Arrgt

Coast Guard Drawing 75C-WAGL 3603-23, Rev A, Potable & Sanitary Wtr Pip Arrgt

Coast Guard Drawing 75F-WLR 593-1, Rev 9, Sewage Sys Arrg

Coast Guard Drawing 75C-WAGL 4809-1, Rev 4, Hull Vents & Sound Piping (75401)

Coast Guard Drawing 75C-WLR 3802-3, Rev 1, Heat & A/C Piping Main Deck & Below

Coast Guard Drawing 75C-WLR 3802-4, Rev 1, Heat & A/C Piping Above Main Deck

Coast Guard Drawing 75C WAGL 0103-23, Rev 4, Gen Design Plans & Outboard Profile (75401-05)

Coast Guard Drawing 90B-CGB 103-02, Rev -, CGB - 90013 Booklet of General Plans

Coast Guard Drawing 75C-WAGL 103-03, Rev -, Gen Design Plans & Outboard Profile (75401)

Coast Guard Drawing 75C-WAGL 101-03, Rev -, Machinery Arrangement (75401)

Coast Guard Drawing 75E-WLR 1112-02, Rev 2, Aux Machy Fdns

Coast Guard Drawing 75C-WAGL 1108-21, Rev 4, Stack Dets (75401-75405)

Coast Guard Drawing 75C-WAGL 1107-08, Rev -, Stack Modifications to Suit IF 1312 MDE

(GASCONADE)

Coast Guard Drawing 75C-WAGL 3603-1, Rev 4, Potable Water Piping Diagram (75401)

Coast Guard Drawing 75C-WAGL 3603-21, Rev -, Potable Water Piping Diagram

Coast Guard Drawing FL 1204-3, Rev A, Fleet Welded Padeyes and Links

Coast Guard Drawing 90B CGB 0103-2, Rev -, CGB – 90013 Booklet of General Plans

Coast Guard Drawing 90B CGB 1101-1, Rev 5, Fwd Rake Deck, Bottom, and Side Pl – Long’l Truss –

Ladder & Layouts for 90’x24’x6’-6” Special Barge vi (Rev-0)

Coast Guard Drawing 130 CGB68 185-004, Rev 2, Gas Can Storage Rack & Sinker Tilt Board Details

Coast Guard Drawing 130 CGB69 581-001, Rev 1, Chain Stopper Details

Coast Guard Drawing 90B-CGB 1101-02, Rev -, Midship Deck, Bottom & Side Pltg Spec. Barge

Coast Guard Drawing 90B-CGB 1112-01, Rev -, Special Barge Engine, Air Compr. And Fire & Jetting

Pump Foundation

Coast Guard Drawing 90B-CGB 4803-01, Rev -, Jetting Fire & Diversion Piping Systems for Special

Barge

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 1101-003, Rev C, New Grid Cooler Pocket P/S to Suit IF1312 MDE

Coast Guard Drawing 75C WAGL 1101-1, Rev 1, Dk Plate Plan & Shell Expansion

Coast Guard Drawing 75C WAGL 1103-024, Rev 2, Transverse Frames #15-22

Coast Guard Drawing 75C WAGL 1103-025, Rev -, Hull 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)

Coast Guard Drawing 75C WAGL 2200-013, Rev F, Rudder Post Installation for Jastram S2-16-2-35

Steering System

Coast Guard Drawing 75C WAGL 2200-023, Rev 1, Backing Rudder Trunk Dets (75401-75405)

Coast Guard Drawing 75C WAGL 2200-024, Rev -, Rudder Dets (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 2901-021, Rev -, Tank CAPACITY - 95% Tables

Coast Guard Drawing 75C-WAGL-3402\-21, Rev4, Galley - Messroom Arrangement

Coast Guard Drawing 75C WAGL 4103-006, Rev H, Jacket Water Piping Mods to Suit IF1312 MDE

Coast Guard Drawing 75C WAGL 4301-002, Rev 3, Propeller Shaft Details

Coast Guard Drawing 75C WAGL 4301-005, Rev 2, Stern Strut, Shaft Log, Stern Tube

Coast Guard Drawing 75C WAGL 4301-006, Rev F, Shafting Installation to Suit IF 1312 MDE

Coast Guard Drawing 75C-WAGL 2200-022, Rev-, Steerng Rudder Trunk Dets (75401-75405)

Coast Guard Drawing 75C-WAGL 2200-11, Rev -, Steering System Arrgement for Jastrum S2-16-2-35

Coast Guard Drawing 75C-WAGL 2200-12, Rev -, Flanking Steering System Arrangement for Jastrum

S2-16-2-35

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

Steering System

Coast Guard Drawing 75-WAGL 4400-3, Rev L, Propeller to Suit IF1312 MDE

Coast Guard Drawing 90 CGB 1101-1, Rev 3, 90-Ft. Barge Deck & Bottom Plating

Coast Guard Drawing 90 CGB 1101-2, Rev 1, 90-Ft Long'l Truss Diagonals & Side Plating

Coast Guard Drawing 90 CGB 1101-3, Rev 1, 90-Ft. Barge Hull Framing Plan

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 0103-1, Rev C, Outboard Profile and Arrangement for 90’x 24’x 6’-6”

Barge vii (Rev-0)

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

Coast Guard Drawing 90B CGB 1103-002, Rev 1, Transverse Frames and Sections

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 103-02, Rev -, CGB - 90013 Booklet of General Plans

Coast Guard Drawing 90B-CGB 1112-01, Rev -, Special Barge Engine, Air Compr. And Fire & Jetting

Pump Foundation

Coast Guard Drawing 90B-CGB 4803-01, Rev -, Jetting Fire & Diversion Piping Systems for Special

Barge

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

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 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 Plns & Outbd Profile (75401-05)

Coast Guard Fleet Drawing FL 2602-10, Rev R, Spud Arrangements and Details

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

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)

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2018, Auxiliary

Machine Systems

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures

Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2018, Drydocking viii (Rev-0)

Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2018, Temporary

Services

Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2018, Temporary

Hull Accesses

OTHER REFERENCES

American Society of Mechanical Engineers (ASME) B16.11, 2005, Forged Steel Fittings, Socket-

Welding and Threaded

American Society of Mechanical Engineers (ASME) B16.9, 2007, Factory-Made Wrought Butt welding

Fittings

ASTM International (ASTM) B466, 2007, Standard Specification for Seamless Copper-Nickel Pipe and

Tube

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-119, 2010, Factory

Made Wrought Belled End Pipe Fittings for Socket Welding

MIL-F-1183, May 1987, Fittings, Pipe, Cast Bronze, Silver-Brazing, General Specifications for

MIL-T-16420, Sep 1988, Tube, Copper-Nickel Alloy, Seamless and Welded (Copper Alloy Numbers 715 and 706)

NAVSEA Drawing 810-1385880, Fittings, Cu-Ni Alloy, Slip on Sleeve

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

ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

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 Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2013, Recommended Practice for

Personal Qualification and Certification in Nondestructive Testing

American Society of Mechanical Engineers (ASME) B16.34, 2017, Valves-Flanged, Threaded, and

Welding End

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2012, Power Tool Cleaning to Bare Metal

American Welding Society (AWS) D1.2, 2008, Structural Welding Code - Aluminum

ASTM International (ASTM) B 843, 2007, Standard Specification for Magnesium Alloy Anodes for

Cathodic Protection

ASTM International (ASTM) D1330, 2015, 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, 2016, Standard Specification for Anaerobic Single-Component

Adhesives (AN) ix (Rev-0)

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

Sheeting

ASTM International (ASTM) F992, 2017, 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) QQ-N-281, Oct 1985, Nickel-Copper Alloy Bar, Rod, Plate, Sheet, Strip, Wire, Forgings, and Structural and Special Shaped Sections

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, 2013 Edition, Pressure Testing Of Steel Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2017 Edition, Butterfly Valves

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2018 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service

Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves

MIL-A-22262, Mar 1996; Abrasive Blasting Media Ship Hull Blast Cleaning

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

Reliability Is Required

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

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

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) C-6183B, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets

Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 2014, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2015, Solvent 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 10/NACE No.2, 2007, Near-White Blast Cleaning

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

Standard SSPC-SP 12/NACE No.5, 2007, Surface Preparation and Cleaning of Steel & Other Hard

Materials by High and Ultrahigh Pressure Water Jetting

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)

9 Y **Propulsion Tail Shaft NSN: 2010-01-557-1512 2 ea. 31,000.00

9 N **Bulkhead Seal NSN: 5330-01-F13-3234 2 ea. 5,400.00

9 N **Pedestal Line Shaft

Bearing

NSN: 3130-01-F11-2242 2 ea. 2,700.00

11 N Wartsila FSE H74537-

02 Major Overhaul Kit

(WLP001365-001)

NSN: 01-560-3274 2 ea. 7,680.00

15 Y **Propeller, LH NSN: 2010-01-534-9095 1 ea. 15,500.00

15 Y **Propeller, RH NSN: 2010-01-534-9089 1 ea. 15,500.00

16 N **MDE Grid Cooler NSN: 2040-01-F11-2291 2 ea. 10,800.00

16 N **SSDG Grid Cooler NSN: 2040-01-F11-2290 2 ea. 4,500.00

17 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

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

19 N Duplex Strainer ST053015BT11TS 1 ea. 6,000.00

19 N Duplex Strainer NSN: 4730-01-627-3047 /

PN: ST053025BF11TS

1 ea. 7,500.00

20 Y **Rudder - Steering NSN: 2040-01-530-9095 2 ea. 42,000.00

20 Y **Rudder - Flanking NSN: 2040-01-531-4393 2 ea. 51,000.00

20 N Upper Rudder bearing

(SKF PN

23222CC/W33)

NSN: 3110-01-F11-2241 4 ea. 660.00

20 N Rudder EL Seal, Major

Overhaul Kit (WLP-

001427001)

NSN: 5330-01-646-5935 4 ea. 4,800.00

39 N ***Fathometer

Transducer, Shallow

Water, 50-200 kHz

(Airmar Technology

SS505)

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

41 N Duplex Strainer ST053015BT11TS 1 ea. 6,000.00

41 N Duplex Strainer NSN: 4730-01-622-7167 /

PN: ST053040BF11TS

1 ea. 12,500.00

72 N Sinker Tilt Boards Coast Guard Drawing 130

CGB68 185-004

4 ea. 2,000.00

72 N Chain Stoppers Coast Guard Drawing 130

CGB69 581-001

2 ea. 1,000.00

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

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

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

(Inspection report particulars)):

Work

Item Title

1 Hull Plating (Side Scan), Ultrasonic Testing - Tender

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

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

9 Tanks (MP Fuel Service), Clean and Inspect - Tender

10 Propulsion Shafting; Remove, Inspect, and Reinstall

11 Propulsion Shafting, Optical or Laser Alignment Check

12 Propulsion Shaft Seals, Mechanical Overhaul and Inflatable Renew

14 Propulsion Shaft Bearings (External), Renew

21 Rudder Assembly; Remove, Inspect And Reinstall

32 Hull Plating (Side Scan), Ultrasonic Testing - Barge

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

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

43 Sea Strainers - Duplex (All Sizes), Overhaul 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_0220_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), 2018, General

Requirements

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and

Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, 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 NDE 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 2018 Edition Standard Specifications and supersede published content:

None.

4. NOTES

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

4 (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 mfg.

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 mfg.

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

5 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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 |

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

6 (Rev-0)

QA-3A - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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:

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

TIME

7 (Rev-0)

QA-3B - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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).

8 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

9 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATC

H #

INDUCTI

ON 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

10 (Rev-0)

11000_SideScan_0320_FLT

REC_11000_Side_Scan_FLT_75 WLR (‘C’ Class: Hulls 75401 – 75405)

WORK ITEM 1: Hull Plating (Side Scan), Ultrasonic Testing - Tender

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to perform thickness measurements of underwater (u/w) hull plating by ultrasonic side scan method.

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 1101-1, Rev 1, Dk Plate Plan & Shell Expansion

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements

OTHER REFERENCES

American Society for Nondestructive Testing (ASNT) SNT-TC-1A, 2013, Recommended

Practice for Personal Qualification and Certification in Nondestructive Testing

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. The Contractor shall submit a CIR for the inspections listed in the following paragraph(s):

3.2 Side scan requirements and procedures.

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

11 (Rev-0) protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following:

Hull zinc anode system

Docking blocks.

3.2 Work coordination and preparation. The Contractor shall plan all specified vessel work detailed in this specification package to ensure the side scan survey does not necessitate a work stoppage. The Contractor shall abide by the following guidance, to facilitate the ultrasonic survey:

Ensure that all u/w body surface preparation and primer coat application tasks are completed within ten days of lifting the vessel.

Provide a continuous supply of fresh water at .50 gpm within 50 feet of the vessel with standard hose bib fitting.

Provide 110 VAC electrical power, and scaffolding or other suitable means of access to bring inspection personnel within one foot of all the body surface inspection areas that are five feet above ground level.

After completion of the hull survey, and authorized hull repairs, resume/complete u/w body preservation process by applying the second coat of the anti-corrosive coating system, and all anti-fouling paint coats.

Pay close attention to manufacturer’s recommended practices in regards to paint system overcoat time limitations and required degree of surface cleanliness prior to resuming u/w body coating application.

3.3 Side scan requirements and procedures. The Contractor shall ensure the following referring to the

Coast Guard drawings listed in Section 2 (References) herein as guidance during the performance of the tasks specified below and submit a CIR.

3.3.1 Testing company and personnel. Provide the services of a qualified ultrasonic testing company, with suitable side scan equipment, to conduct a “Scanning Crawler Automated Test” of the vessel’s u/w hull plating for the presence of metal corrosion and deterioration. Ensure the following:

All scanning operations are completed by personnel meeting the personnel qualification and certification, as required by contractor process. This contractor developed personnel qualification and certification process must meet, at a minimum, ASNT Recommended

Practice No. SNT-TC-1A.

An SNT Level III Analyst is on site, to oversee the project and evaluate the collected data.

An SNT Level III or II Analyst is on site, to verify with a hand held gauge all areas on the hull identified as thinner than the specified criteria, in order to expedite all repair procedures.

Qualified personnel are provided to complete all on-site corrosion inspections.

3.3.2 Coast Guard notification. Accomplish all required tasks within 10 calendar days of the start of the availability.

3.3.2.1 Provide a daily update to the COR on all areas inspected and potential issues or schedule changes.

12 (Rev-0)

3.3.2.2 Notify the COR at least 3 days prior to completion for an onsite review of readings and repair areas.

3.3.3 Scanning parameters. Use the following parameters during the course of this inspection:

Automated scanning resolution shall be set to 0.5” x 0.5”

Plates where scan data indicating wastage greater than or equal to 25% nominal plate thickness shall be highlighted in “RED” and designated “repair areas”.

Plates where scan data indicating wastage greater than or equal to 15% to 24% of nominal plate thickness shall be highlighted in “YELLOW”.

Plates where scan data indicating wastage greater than or equal to 10% to 14% of nominal plate thickness shall be highlighted in DARK GREEN.

Hand held UT readings shall be taken to verify bad metal areas found with the side scan equipment. All readings shall be provided to the COR and the lowest reading marked on the hull at the bad metal location.

Areas that are accessible but cannot be reached by the automated scanner shall be scanned with a hand-held meter at a resolution of 2” x 2”. Any repair areas found during the hand scan shall be marked on the ships hull and their approximate positions recorded on the plate drawings and report summary..

3.3.3.1 Any scanning parameter or scope of work changes must be approved by the KO.

3.3.3.2 The echo to echo transducer is not authorized due to inconsistent readings and technical difficulties.

3.3.3.3 There shall be no deviation from the color scheme specified above.

3.3.4 Ensure that the side scan inspection area includes the Port, Starboard, and Transom exterior shell plate below the water line, but shall exclude the following list.

Areas under and within 6-inches of blocks and side blocks (areas that are accessible 6 inches from blocks and side blocks must be hand scanned.)

Areas up to 6-inches around any obstacle on the hull including sea suctions, discharges, rudderposts, knuckle, bow stem, stabilizer tubes, and stern tubes, as applicable.

Any areas blocked by immovable scaffolding or shipyard activity.

3.4 Side scan reports. The Contractor shall submit to the COR a final report within 3 working days after the side scan inspection is completed. A copy of all repair areas shall be clearly marked, in yellow or white, on the provided shell plate drawing(s), and provide a summary document of same areas. Submit two hard copies of the report with two CD’s containing the electronic (raw) data, as part of the CIR submission prior to departing the job site. Ensure the reports include:

Inspection overview.

Data sheets for each plate with designated repair areas outlined in blue.

Mosaic of scanned data overlaid on Coast Guard Drawing 75C WAGL 1101-1.

3.4.1 Photos. Provide digital photos of all designated repair areas.

3.4.2 Electronic files. Ensure CD’s contain a complete copy of the report, interactive data files, and digital

13 (Rev-0) pictures. All electronic files shall be compatible with standard USCG workstation operating software.

Electronic files format shall be such that the CG has the capability to change the percent of wastage

(format conditioning) per plate. Electronic files shall be capable of being opened using MS Word, MS

Excel, or PDF software. Digital pictures shall be recorded in JPEG format.

4. NOTES

This section is not applicable to this work item.

14 (Rev-0)

11000_0320_FLT

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

WORK ITEM 2: 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), 2018, General Requirements

OTHER REFERENCES

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.

3.1.2 Tech Rep.

15 (Rev-0)

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and 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, sea beam arrays, 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…