THETIS_Spec_Rev-1.pdf

USCGC THETIS (WMEC 910)

270 FOOT "B CLASS" MEDIUM ENDURANCE CUTTER

SPECIFICATION FOR DRYDOCK REPAIRS

FY2013

Developed By: Tim E Frownfelter

(Rev-1, 1 February 2013)

USCGC THETIS (WMEC-270B) DRYDOCK AVAILABILITY FY2013

ii (Rev-1)

TABLE OF CONTENTS

Revisions Record ...................................................................................................................................................... iii Consolidated List of References ............................................................................................................................... iv Consolidated List of Government-furnished Property ........................................................................................... viii Consolidated List of Critical Inspection Items ......................................................................................................... xi Principal Characteristics .......................................................................................................................................... xii General Requirements WORK ITEM 1: Hull Plating (U/W Body), Ultrasonic Testing WORK ITEM 2: Appendages (U/W), Leak Test WORK ITEM 3: Propulsion Shaft Fairwaters and Rope Guards, Inspect and Repair WORK ITEM 4: Fairwater for Starboard Stern Tube, Renew WORK ITEM 5: Appendages (U/W) - Internal, Preserve WORK ITEM 6: Voids (Non-Accessible), Leak Test WORK ITEM 7: Voids (Non-Accessible), Preserve Internal Surfaces WORK ITEM 8: Propulsion Shaft Seal (Mechanical and Inflatable) Assemblies, Overhaul WORK ITEM 9: Propulsion Shaft Bearings (External), Check Clearances WORK ITEM 10: Controllable Pitch Propeller (CPP) Oil Distribution (OD) Box, Inspect and Service WORK ITEM 11: Controllable Pitch Propeller Hub Assembly, Renew WORK ITEM 12: Fathometer Transducer, Renew WORK ITEM 13: Doppler Speed Log Transducer(s), Renew WORK ITEM 14: Sea Valves and Waster Pieces, Overhaul or Renew WORK ITEM 15: Sea Strainers - Duplex (All Sizes), Overhaul WORK ITEM 16: Sea Strainers - Simplex (All Sizes), Clean and Inspect WORK ITEM 17: Rudder Stock Bearings, Check Clearances WORK ITEM 18: Accessible Void(s), Preserve “100%” WORK ITEM 19: U/W Body, Preserve “100%” WORK ITEM 20: Hull Plating Freeboard, Preserve -“100%” WORK ITEM 21: Cathodic Protection / Zinc Anodes, Renew WORK ITEM 22: Drydocking WORK ITEM 23: Temporary Services, Provide WORK ITEM 24: #1 MDE Lube Oil Piping, Alignment WORK ITEM 25: Ventilation Ducting Insulation, Renew WORK ITEM 26: Dry Stores Tank Top, Repair WORK ITEM 27: Freeboard Knife Edge and Deck Ultrasonic Testing WORK ITEM 28: Hangar Superstructure Plating, Renew WORK ITEM 29: Perform Ultrasonic Thickness Measurements – Steel Plating WORK ITEM 30: Propulsion Shaft Coating, Inspect and Test WORK ITEM 31: Tanks (Ballast), Preserve “100%” WORK ITEM 32: Fin Stabilizers (Bearings, Packing, Stock/Blade), Repair or Renew WORK ITEM 33: Air Conditioning Chilled Water Pumps, Upgrade (AC&I) WORK ITEM 34: Hull and Structural Plating – ¼” to ¾” Steel Plate, Renew WORK ITEM 35: Watertight Doors, Scuttles, and Hatches (Main Deck and Below), Renew WORK ITEM 36: Watertight Doors, Scuttles and Hatches (01 Level and Above), Renew WORK ITEM 37: Tanks (Potable Water), Preserve 100% WORK ITEM 38: Controllable Pitch Propeller Hubs; Remove, Inspect and Reinstall iii (Rev-1)

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

02/01/13 1 24 Added GFP (expansion joints) to par 1.2. Updated Consolidated List of GFP.

02/01/13 1 29 Modified par. 3.3 to show total of 100 ultrasonic thickness measurements.

02/01/13 1 38 Modified note box on top of pg. 146 to reflect removal/reinstallation of propeller blades to be included within scope of this work item.

NOTE : All work item and paragraph numbers listed above for a given revision correspond to same numbers in the previous revision. This revised specification is self-contained with all of the above listed changes incorporated.

iv (Rev-1)

CONSOLIDATED LIST OF REFERENCES

The below-listed documents form a part of this specification to the extent specified herein. Approval/publication dates or revision dates/numbers are also identified, to ensure that same document versions are used at time of specification writing and during contract execution.

All Coast Guard drawings, technical publications, and standard specifications will be provided to contractors by the Coast Guard at an appropriate time, or upon request, free of charge. Other Government documents may be accessed – free of charge – as follows:

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

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

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

www.gpoaccess.gov

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

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

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

• NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Coast Guard Drawing 901 WMEC 562-004, Rev D, A & B Class Rudder Assembly Coast Guard Drawing 901 WMEC 562-005, Rev E, A & B Class Rudder Stock And Steering Gear A & D Coast Guard Drawing 901 WMEC 562-005, Rev F, A & B Class Rudder Stock And Steering Gear A & D Coast Guard Drawing 901 WMEC 801-009, Rev L, Outboard Profile Coast Guard Drawing 905 WMEC 114-003, Rev B, Shaft Fairwaters & Rope Guards Coast Guard Drawing 905 WMEC 111-001, Rev D, Shell Expansion Fwd 101 Coast Guard Drawing 905 WMEC 111-001, Rev G, Expansion FWD 101 Coast Guard Drawing 905 WMEC 111-002, Rev E, Shell Expansion Aft 182 Coast Guard Drawing 905 WMEC 111-002, Rev E, Shell Expansion, Aft 182 Coast Guard Drawing 905 WMEC 111-003, Rev E, Shell Expansion FR 101-182 Coast Guard Drawing 905 WMEC 111-003, Rev E, Shell Expansion, FR 101-182 Coast Guard Drawing 905 WMEC 113-002, Rev A, Tank Top Plating & Framing Aft 182 Coast Guard Drawing 905 WMEC 113-003, Rev F, Tank Top Plating & Framing FR 101 - 182 Coast Guard Drawing 905 WMEC 114-001, Rev D, Skeg Coast Guard Drawing 905 WMEC 114-002, Rev C, Bilge Keels Coast Guard Drawing 905 WMEC 114-004, Rev A, Spray Rail A&D Coast Guard Drawing 905 WMEC 131-002, Rev B, Main Deck Plating & Framing Aft 182 Coast Guard Drawing 905 WMEC 136-001, Rev D, 01 Level Pl & Fr Fwd 101 Coast Guard Drawing 905 WMEC 136-003, Rev D, 01 Level Pl & Fr 101-182 http://www.assistdocs.com/search/search_basic.cfm� http://www.uscg.mil/directives/default.asp� http://www.gpoaccess.gov/� http://www.awspubs.com/index.php� http://www.techstreet.com/� http://www.nfpa.org/� http://shopping.netsuite.com/sspcmarketplace� v (Rev-1)

Coast Guard Drawing 905 WMEC 171-001, Rev F, Main Mast Coast Guard Drawing 905 WMEC 184-010, Rev E, Transducer Foundations & Shell Mods Coast Guard Drawing 905 WMEC 201-001, Rev H, Engine Room Arrangement Coast Guard Drawing 905 WMEC 243-001, Rev B, Shafting Arrangement Coast Guard Drawing 905 WMEC 243-002, Rev E, Stern Tubes Strut Brg and Seal Arr and Det Coast Guard Drawing 905 WMEC 243-003, Rev-, Shaft Removal Arrangement Coast Guard Drawing 905 WMEC 243-006, Rev C, Shaft Seal Assembly and Details Coast Guard Drawing 905 WMEC 243-008, Rev B, Shaft & Rudder Removal Pad eye A & D Coast Guard Drawing 905 WMEC 243-012, Rev A, Controllable Pitch Propeller Shaft Details Coast Guard Drawing 905 WMEC 245-001, Rev H, CPCH Propeller Hydraulic System Diagram Coast Guard Drawing 905 WMEC 245-003, Rev C, Propeller Hub Assembly Coast Guard Drawing 905 WMEC 245-004, Rev A, Blade And Palm Coast Guard Drawing 905 WMEC 245-007, Rev B, Special Tools Coast Guard Drawing 905 WMEC 245-008, Rev B, Actuating Unit Coast Guard Drawing 905 WMEC 245-009, Rev C, CPCH Prop Hyd System Power Plant A & D Coast Guard Drawing 905 WMEC 256-001, Rev N, Main and Auxiliary Water Cooling Diagrams Coast Guard Drawing 905 WMEC 256-002, Rev J, Eng Rm Sw Cooling Sys A & D Coast Guard Drawing 905 WMEC 256-004, Rev D, AMS SW Cooling Sys A & D Coast Guard Drawing 905 WMEC 259-002, Rev C, Diesel Exhaust System Arrangement and Details Coast Guard Drawing 905 WMEC 262-001, Rev C, Lube Oil System Diagram Coast Guard Drawing 905 WMEC 514-001, Rev F, HVAC System Diagram Coast Guard Drawing 905 WMEC 514-010, Rev D, HVAC MN DK 47- 82 A&D Coast Guard Drawing 905 WMEC 514-011, Rev B, HVAC MN DK FR 82 - 117 A&D Coast Guard Drawing 905 WMEC 514-013, Rev C, HVAC 01 Level Forward FR 82 A&D Coast Guard Drawing 905 WMEC 514-014, Rev B, HVAC 01 Level FR 82-103 A&D Coast Guard Drawing 905 WMEC 529-1, Rev J, Ballasting & Emergency Bilge Drainage System

Diagram Coast Guard Drawing 905 WMEC 562-001, Rev G, Rudder Coast Guard Drawing 905 WMEC 621-004, Rev F, Joiner Arr Main Deck FR 117-207 Coast Guard Drawing 905 WMEC 625-001, Rev A, Window List FXD PLT & APRT Coast Guard Drawing 905 WMEC 635-001, Rev F, Hull Thermal & Acoustic Insulation A/D Coast Guard Drawing 905 WMEC 801-009, Rev G, Outboard Profile Coast Guard Drawing 905 WMEC 801-022, Rev H, Docking Plan Coast Guard Drawing 905 WMEC 801-022, Rev H, Docking Plan Coast Guard Drawing 905-WMEC 801-025, Rev A, Booklet Of General Plans Coast Guard Drawing FL 2804-13, Rev G, Visual ID Kit Schedule Coast Guard Drawing FL 2804-15, Rev-, Draft Figs Coast Guard Drawing FL 6713-203, Rev -, CRP-V850 Transducer (SS505) Adapter Assembly Coast Guard Fleet Drawing FL 2804-11, Rev D, Visual ID Numeral & Letter for Ships Coast Guard Fleet Drawing FL 2804-12, Rev-, U.S.C.G. Emblem Naval Sea Systems Command (NAVSEA) 0944-LP-005-0010, Propeller Controller Ptch Plant NAVSEA Drawing 803-921865, Rev R, Cathodic Protection Hull Zinc Anodes vi (Rev-1)

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation For Compartments Installation Details

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 2816, Mar 1986, SWBS 243, Section B, Technical Manual for

Type MA Mechanical Stern Tube Seal Coast Guard Technical Publication (TP) 2817, Apr 2008, Technical Manual for the Controllable-Pitch

Propeller Coast Guard Technical Publication (TP) 2817, Jul 2007, Manufacturer’s Instruction Book - SWBS

Group(s) 242-244, 270’ WMEC “B” Class Cutters, SWBS 245, Section A, Technical Manual for the Controllable-Pitch Propeller

Coast Guard Technical Publication (TP) 2835, Sep 2011, SWBS 561, Section A, Steering Gear System, and SWBS 562, Rudderstock Seal Assembly

DSN-450 Mark II, Dec 1981, Dual Axis Doppler Sonar Speed Log Instruction Manual Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 2009, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2009, General

Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 5000, Jan 2009, Inspect, Repair, And Test Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), Jan 2009, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), Jan 2009, Provide

Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), Jan 2009, Temporary Hull Accesses

OTHER REFERENCES

American Society of Mechanical Engineers (ASME) B16.34, 2004, Valves-Flanged, Threaded, and

Welding End ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D4174, Re-approved 2005, Standard Practice for Cleaning, Flushing, and

Purification of Petroleum Fluid Hydraulic Systems ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field Measurement of Surface

Profile of Blast Cleaned Steel ASTM International (ASTM) D5363, 2008; Standard Specification for Anaerobic Single-Component

Adhesives (An) ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2008, Occupational Safety and Health

Standards for Shipyard Employment Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, Chapter I, 2008, Environmental Protection Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous Materials Safety

Administration, Department Of Transportation vii (Rev-1)

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

Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for Blasting Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement International Standard Organization (ISO) 4406, 1999, Hydraulic Fluid Power – Fluids – Method for

Coding Level of Contamination by Solid Particles Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2003 Edition, Pressure Testing Of Steel Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2002 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 1999 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2008 Edition, Bronze Gate, Globe, Angle and Check Valves MIL PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut Back, Cold Application MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning MIL-PRF-16173, Jan 1993, Corrosion Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-16173, Sep 2006, Corrosion Prevention Compound, Solvent Cut-Back, Cold-Application MIL-PRF-16173, Sep 2006, Corrosion Preventive Compound, Solvent Cutback, Cold Application MIL-PRF-17672, May 1995, Hydraulic Fluid, Petroleum, Inhibited MIL-S-45180, 1998; Sealing Compound, Gasket, Hydrocarbon Fluid and Water Resistant MIL-STD-1687, Sep 1994, Thermal Spray Process for Naval Ship Machinery Application MIL-STD-2199, Oct 1993, Glass Reinforced Plastic Coverings for Propeller Shafting Naval Sea Systems Command (NAVSEA) Underwater Ship Husbandry Manuals (UWSH) S0600-AA-

PRO-160, Jan 2006, Chapter 16, Cofferdams NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for

Fabrication, Welding, and Inspection of Submarine Structure ODOM Echotrac DF3200 MKII, Rev 2, Technical Manual Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference Photographs for Steel

Surfaces Prepared by Dry Abrasive 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 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), 2004, Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, Near-White Blast Cleaning viii (Rev-1)

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)

8 N Overhaul kit NSN: 5330-01-527-0959 2 ea. $12,894.00 8 Y **Stern tube split seal NSN: 5330-01-359-5555 4 ea. $7,763.86

10 N O.D. Box Inspection Kit NSN: 3010-01470-3519 2 ea. $330.00 10 N Filter NSN: 4330-01-177-4069 12 ea. $92.00 10 Y **Oil Feed Bushing NSN: 3120-12-329-5287 2 ea. $4,811.00 10 N **Ball Bearing NSN: 3110-00-156-6745 2 pr. $46.00 10 N **Bearing Bushing NSN: 2010-01-469-8639 2 ea. $450.00 10 N **Bearing Bushing NSN: 3120-12-198-7607 8 ea. $559.00 10 N **Spool valve assembly NSN: 4820-01-513-2509 2 ea. $100.00 11 N Hub installation kit NSN: 2010-01-470-3258 2 ea. $215.00

11 Y Left hand hub assembly NSN: 2010-01-119-5469 1 ea. $304,313.00

11 Y Right hand hub assembly NSN: 2010-01-118-8538 1 ea. $304,313.00

11 N *CPP Tool Kit N/A 1 set $20,000.00

11 N

*"Special tools" (see 4.2 (Government-loaned installation tools)) N/A 1 set $1,000.00

11 Y **Propeller Blade-LH (Port) NSN: 2010-01-119-3972 1 Set $40,000.00

11 Y **Propeller Blade-RH (Stbd) NSN: 2010-01-120-2871 1 Set $40,000.00

11 N O-Ring NSN: 5330-01-120-5229 8 ea. $97.00

11 N O-Ring NSN: 5330-01-118-8529 8 ea. $96.00

11 N Blade Washer NSN: 5310-01-335-4361 48 ea. $112.00

12 N *** Fathometer transducer, shallow water, 50-200 kHz

NSN: 5845-01-470-2500

Airmar Technology SS505 1 ea. $148.92

12 Y ***Fathometer Transducer, Deep Water, 28 kHz NSN: 5845-01-496-9770 1 ea. $6,834.47

13 Y

***DSN 450 Mark II Dual Axis Doppler Sonar Speed Log NSN: 5845-01-130-3490 1 ea. $15,509.00

17 N **Rudder Stock Sleeve NSN: 2040-01-F91-0187 2 ea. $4,269.00

17 N **Thordon Lower Bearing (SXL 20.7" X 17.5" X 14) PN: F546150102 2 ea. $1,000.00

22 Y *Transducer Cover Plate N/A 4 ea. $50.00 24 N Expansion joints N/A TBD --- 31 N Seal PN: 17855H1L5 4 ea. $152.00

31 N O-Rings PN: MS9021-381 4 ea. $3.00

31 N Packing NSN: 5330-00-902-5505 2 Roll $177.00 ix (Rev-1)

31 N Packing NSN: 5330-00-527-7496 16 FT $5.00

31 N Thordon Bearing Set Assembly PN: TG-13886 OPTION 3 2 ea. $6,200.00

31 N Inflatable Seal NSN: 5330-01-103-6518 2 ea. $689.00

31 Y **Roller Bearing NSN: 3110-00-155-9065 2 ea. $1,800

31 N Preformed packing NSN: 5331-01-306-4879 2 ea. $15.00

31 N O-ring MS9021-359 2 ea, $90.00

31 N O-ring MS9021-377 2 ea. $156.00

31 N Seal, Plain PN: 17444H1L5 4 ea. $60.00

32 N **Seal Retainer NSN: 5330-01-382-7103 2 ea. $228.00

31 N Lantern Rings MSN: 4320-01-377-2106 2 ea. $1,167.00

31 N **Seal Housing NSN: 5330-01-382-9160 2 ea. $1,622.00

31 N **Tiller pin NSN: 5315-01-419-1523 4 ea. $1,000.00

31 N **Hydraulic Cylinder NSN: 3040-01-103-6565 4 ea. $4,426.57

31 Y **Fin Stock with sleeves NSN: 3040-01-104-5121 2 ea. $16,109.00

31 Y **Threaded-end rod PN: 1857336 2 ea. $400.00

31 Y *Fin Removal Tools NSN: 5180-01-F10-1826 1 set $15,000.00

32 Y

Flowserve Pump and Motor Assembly, Durco Model 1K3x1.5V-81RV ACN: 4320-01-F06-0852 2 ea. $ 6,965

32 N Water Regulating Valve, 2- Way, Johnson Controls

NSN: 4820-01-283-1927

PN: V46BT-3 2 ea. $ 1,652

35 Y

26” X 66” clear opening, steel WTD, RH, FO swing, 8-dog. N/A 1 $3,100

35 Y

26” X 66” clear opening, steel WTQAD, RH, AO swing, 10-dog. N/A 1 $3,100

36”x36” hatch, 8-dog, raised 15”, w/ 18” dia scuttle, mild steel, FWD hinge. N/A 1 $3,100

35 Y

30”x30” FQAWT, 8-dog hatch, flush, w/ 18” scuttle, mild steel, FWD hinge. N/A 1 $3,100

35 Y

36”x42” SBRWT, 10-dog, raised 6”, w/ 18” dia.

Scuttle, mild steel, AFT hinge.

N/A 1 $3,100

36 Y

21” Dia. FQAWT scuttle, flush, steel, 3-dog, FWD hinge side N/A 1 ea. $3,100

36 Y 26-1/8” x 66-1/8” LH, AI swing, 2-dog, WEAT N/A 1 ea. $3,100 x (Rev-1) door w/ 15”x24” fixed light.

36 Y

26-1/8” x 66-1/8” RH, AI swing, 2-dog, WEAT door w/ 15”x24” fixed light.

N/A 1 ea. $3,100

36 Y

26-1/8” x 66-1/8” RH, FO swing, 2-dog, WEAT door w/ 9” fixed light. N/A 1 ea. $3,100

36 Y

26-1/8” x 66-1/8” RH, FO swing, 2-dog, WEAT door. N/A 1 ea. $3,100

38 N Hub installation kit NSN: 2010-01-470-3258 2 ea. $215.00

38 Y **Left hand hub assembly NSN: 2010-01-119-5469 1 ea. $304,313.00

38 Y **Right hand hub assembly NSN: 2010-01-118-8538 1 ea. $304,313.00

38 N ***CPP Tool Kit N/A 1 set $20,000.00

38 N

*"Special tools" (see 4.2 (Government-loaned installation tools)) N/A 1 set $1,000.00

*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-1)

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_STD, paragraph

3.2.6.5 (Inspection report particulars)):

Work Item Title

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

2 Appendages (U/W), Leak Test

6 Voids (Non-Accessible), Leak Test

9 Propulsion Shaft Bearings (External), Check Clearances

10 Controllable Pitch Propeller (CPP) Oil Distribution (OD) Box, Inspect and Service

11 Controllable Pitch Propeller Hub Assembly, Renew

17 Rudder Stock Bearings, Check Clearances

26 Dry Stores Tank Top, Repair

27 Freeboard Knife Edge and Deck, Ultrasonic Testing

28 Hangar Superstructure Plating, Renew

30 Propulsion Shaft Coating, Inspect and Test

32 Fin Stabilizers (Bearings, Packing, Stock/Blade), Repair or Renew xii (Rev-1)

PRINCIPAL CHARACTERISTICS

PC_270B_WMEC_0909

270' WMEC (“B-Class”)

PHYSICAL CHARACTERISTICS

Length Overall 270' 0"

Depth 33' 3"

Maximum Beam 38' 5/8"

Frame Spacing 1' 0"

Full Load Draft 13.85'

Full Load Displacement 1825.64 long tons

Shore Tie Voltage Requirements 450 vac, 400A, 3 phase cables

MACHINERY CHARACTERISTICS

Number of Propellers 2

Number of Blades 4

Diameter of Propeller 9'

Pitch Controllable

RPM 260

Shaft Diameter 10.55" at exit of hull

13 (Rev-1)

00000_PWB_0312_FLT

REC_0000_FLT_ Commercial Project @ Contractor’ Facility (0212)

General Requirements

1. SCOPE

1.1 Intent. This item describes the general requirements to be followed by the Contractor while conducting this availability.

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3C, Change 1, Jun 2006, Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), Jan

2009, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), Jan

2009, Welding and Allied Processes

OTHER REFERENCES

ASTM International (ASTM) D4417, 2003, Standard Test Methods for Field

Measurement of Surface Profile of Blast Cleaned Steel Commercial Item Description (CID) A-A-59316, Nov 2003, Abrasive Materials for

Blasting Federal Standard (FED-STD) 595, 2008, Colors Used In Government Procurement MIL-A-22262, Mar 1996, Abrasive Blasting Media Ship Hull Blast Cleaning NAVSEA Technical Publication T9074-AD-GIB-010/1688, (TP 1688), May 1997, Requirements for Fabrication, Welding, and Inspection of Submarine Structure The Society for Protective Coatings (SSPC) VIS 1, 2004, Guide and Reference

Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning Code of Federal Regulations (CFR) Title 33 CFR, 2008, Navigation and Navigable

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

Agency Code of Federal Regulations (CFR) Title 49, Chapter I, 2008, Pipeline and Hazardous

Materials Safety Administration, Department Of Transportation

14 (Rev-1)

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 also to all other work subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

• Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-2000, Monday through Saturday, and limited to ten (10) Coast Guard fire watch personnel.

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

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

3.3.1 HY-130 material substitution. The Contractor shall be aware that HY-130 steel plating is no longer commercially available. For the purpose of performing flight deck repairs on US Coast Guard WMEC-270 “B-Class” cutters, Weldox 900 steel plating has been approved as a replacement for HY-130. Due to the similarity in material properties and weldability of HY-130 and Weldox 900, all welding procedures and welder qualifications for welding Weldox 900 shall be the same as those outlined in NAVSEA TP 1688 as applicable for welding HY-130.

3.3.2 Standard spec modification. For any welding involving HY-130 on the flight deck of WMEC-270 “B-Class” cutters, perform all welding and allied processes, and non-destructive testing/inspection (NDT/NDI) in accordance with NAVSEA TP 1688. The Contractor shall be aware that the welding requirements specified in this document take precedence over paragraph

3.3.6 of SFLC Standard Spec 0000 for the purpose of welding involving HY-130.

3.3.3 Approval to weld HY-130. To obtain Coast Guard approval to weld on HY-130 steel for WMEC-270 “B-Class” cutters, the Contractor shall provide written Performance Qualification Records (PQR’s) for each process to be used. The PQR’s shall be approved by one of the regulatory agencies affirming that the WPS meets the welding requirements of NAVSEA TP 1688. In addition, the Contractor shall ensure that all subcontractors, prior to performing welding operations, have qualified procedures by meeting all the requirements set forth in this document.

NOTE

15 (Rev-1)

NAVSEA APPROVAL IS NOT REQUIRED FOR WELDING PROCEDURES

SUBMITTED BUT THE PROCEDURES MUST BE REVIEWED AND SHOWN TO

SATISFY THE REQUIREMENTS SET FORTH IN NAVSEA TP 1688, BY A WELDING

REGULATORY AGENCY. THE REQUIREMENTS FOR WELDING WELDOX 900

SHALL BE CONSIDERED THE SAME AS THOSE FOR WELDING HY-130

3.4 HW disposal. The Contractor is considered as the generator of all contract-generated hazardous wastes and shall use its facility’s EPA generator ID number for management, transportation, and disposal of said hazardous wastes. Ensure the following:

3.4.1 Contractor’s hazardous waste handlers shall comply with applicable requirements of 40

CFR 262.

3.4.2 All contract generated hazardous wastes shall be packaged in 49 CFR-compliant containers.

3.4.3 The designated wastes shall be disposed of at a state or Federally-approved and permitted

HW TSDF.

3.4.4 Name of destination TSDF shall be submitted to the KO at the Arrival Conference.

3.5 Interim changes and additions to SFLC Std Spec 0000. The Contractor shall be aware of the following interim changes and additions to the 2009 Edition of SFLC Std Spec 0000:

3.5.1 Acronyms and term definitions – paragraph 1.3 (Acronym and term definitions).

3.5.1.1 The term “COTR” has been replaced with “COR”, which is defined as follows:

“COR”: Contracting Officer’s Representative – the person delegated by the KO as the on-scene representative for matters concerning performance of work; this includes correctness, timeliness, and quality of the Contractor’s work. Normally, the CO/OINC is designated the COR.”

3.5.1.2 Definition addition for the term “Ungrounded, as follows:

• “Ungrounded”: A power system where all of the current-carrying conductors and windings (including any neutral connection) are insulated from ground. In contrast, a generator or transformer in which at least one conductor or point (usually the midpoint or corner of a delta winding or the common center of a wye winding) is intentionally grounded, either solidly or through an impedance, is considered grounded. Note that the distinction concerns only current-carrying conductors; for both ungrounded and grounded power systems, non-current carrying metal parts and equipment grounding conductors are always bonded to earth ground for personnel safety. At non-Governmental facilities, dockside wye connected transformer secondary windings are almost always grounded and are generally not suitable for connection to a Coast Guard cutter without a separate Contractor furnished isolation transformer.”

3.5.2 Changes to paragraph 3.2.4 2.3 (QP-1 Inspector or Tech Rep duties).

“3.2.4.2.3 QP 1 Inspector or Tech Rep duties.

16 (Rev-1)

3.2.4.2.3.1 The Coating Inspector for the “QP 1-certified” Contractor or the Contractor-provided NACE-certified Tech Rep shall remain on site, to perform the following duties, as applicable, for each work item that involves preservation of “critical-coated surfaces”:

• Verify inspection instrument calibration.

• Verify and approve the suitability of ambient conditions before surface preparation is begun, and before each coat of paint is applied.

• Verify all aspects of surface preparation – including, but not limited to:

o Cleanliness of compressed air.

o Adequacy of solvent cleaning.

o Proper handling of blast media.

o Actual surface preparation procedure.

• Inspect and approve final surface preparation, before application of primer coat.

• Supervise and approve coating system preparation and application procedures, including but not limited to: mixing and thinning, stripe coating application, spray techniques, and film thickness measurements and recordings.

• Determine when applied coats have sufficiently cured for overcoating, or for system service resumption (see paragraph A2.1.18 (Critical drying time requirements)).

• Complete and sign the quality assurance (QA) inspection forms (see QA-1 thru QA-5), provided in Appendix A (Requirements for Preservation of Ship Structures) of this document.

• Submit all completed QA inspection forms to the COR (through the Contractor), upon completion of work.

3.2.4.2.3.2 The Contractor shall ensure the NACE Inspector is formally informed - via suitable subcontract documentation- and is willing and able to perform of all duties listed above. Submit documentation of this contract and assumption of duties to the KO at the Arrival Conference.”

3.5.3 Changes to contents of paragraph 3.2.5 (Planning document).

“3.2.5 Planning document. The Contractor shall generate a legible Planning Document (PD) with the following characteristics:

o Graphical in format (see Fig. 1 (Sample Planning Document Submittal)).

o Shows overall period of performance for each CLIN, with start and stop dates of major sub-tasks.

o Contains due dates for Critical Inspection Reports (CIR) and any events requiring Coast Guard Inspector presence.

o Identifies all work item time periods that require OEM Tech Rep assistance.

o Identifies the “critical paths” for the project.

17 (Rev-1) o Shows calculations for the “float” along the critical paths and labels the critical paths with the number of delay days the critical paths can absorb without affecting the final delivery date.

NOTE

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

3.2.5.1 Ensure that the PD also includes the names, contact information, and written commitment from all Tech Reps required by the Contract - indicating they are available for work during the proposed time period.

3.2.5.2 Submit a preliminary electronic copy of the PD to the COR - for Government review - no later than one week after contract award.

3.2.5.3 Submit 3 copies of the PD to the COR, 15 days prior to the start of the performance period, and at all weekly Progress Meetings.

NOTE

A separate document, specifically prepared for the Government is not desired or required. A copy or summary of the Contractor’s internal scheduling document is preferred.

FIG. 1 - SAMPLE PLANNING DOCUMENT SUBMITTAL

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

NOTE

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

3.5.4 Additional sub-paragraphs to paragraph to 3.2.6.5 (Inspection report particulars).

“3.2.6.5.3 CFR tracking system. The Contractor shall create and maintain a CFR tracking system for the project. At a minimum, ensure that the CFR tracking system shall list all required reports, broken down by the following:

ID Task Name 1 Overhaul Anchors & Anchor Chains 2 Remove from Cutter

3 Inspect & Measure Chains

4 Submit Critical Inspection Report

5 Preserve Anchors & Chains

6 Reinstall to Cutter

W T F S S M T W T F S S M T W T F S S M T W T F S S M Mar 18, '01 Mar 25, '01 Apr 1, '01 Apr 8

ID Task Name 1 Overhaul Anchors & Anchor Chains 2 Remove from Cutter

3 Inspect & Measure Chains

4 Submit Critical Inspection Report

5 Preserve Anchors & Chains

6 Reinstall to Cutter

W T F S S M T W T F S S M T W T F S S M T W T F S S M Mar 18, '01 Mar 25, '01 Apr 1, '01 Apr 8

18 (Rev-1) o Work item and paragraph number.

o Due dates.

o Submission dates.

o CFR/CIR submission number.

3.2.6.5.3.1 Be aware that the COR will respond via the CFR reply as to whether the CIR/CFR ‘fully’ or ‘partially’ satisfied the inspection and reporting requirements in the associated work item.

3.2.6.5.3.2 When submitting a CFR, ensure that the applicable work item and paragraph number for which the inspection report is being submitted is included on the CFR.

3.2.6.5.3.3 Submit a copy of the CFR tracking sheet to the COR at the arrival conference.

3.2.6.5.3.4 At a minimum the Contractor shall update and submit a copy of the CFR tracking sheet to the COR the day before each weekly progress meeting. At the required CFR due date, submit the CFR tracking sheet to the COR via a CFR for review and formal archiving with the project records.”

3.5.5 Changes to contents of paragraph 3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems).

“3.2.11.1 (Sanitary facilities for vessel-personnel due to disruption of grey water and sewage systems. When the shipboard grey water and sewage systems are disrupted due to repairs required by contract work, the Contractor shall provide vessel-personnel with a sanitary facility, within a five minute walking distance from the vessel, to include the amenities listed in Table II (Sanitary Facility Amenities). Ensure the following:

o Shower stalls are equipped with privacy screens.

o Sinks are provided with fresh hot and cold water.

o Electrical convenience GFI receptacles, in accordance with NFPA

70, National Electric Code (NEC), are located in vicinity of sinks.

o Toilets have doors or privacy dividers.

o Lockers are capable of being locked.”

3.5.6 Changes to contents of paragraph 3.3.2.1.1 (Water depth).

“3.3.2.1.1 Water depth. Ensure that water depth is sufficient at the pier to allow the vessel's lowest underwater appendage to clear the bottom by at least two feet at:

o Ordinary low water mark on non-tidal rivers.

o At all tide conditions predicted during the availability for tidal rivers and other navigable waterways (Bay, Lake, etc.).”

3.5.7 Electrical compliance planning.

“3.3.14 Electrical compliance planning. For cutter availabilities, the Contractor shall submit to the KO the following electrical compliance planning documentation during the pre-award phase of the contract.

19 (Rev-1)

3.3.14 1 Shore power. When ungrounded shore power is to be provided per SFLC Std Spec 8635, provide a one line electrical diagram showing how such power will be supplied, including the winding and grounding configuration and rating of any generator or isolation transformer. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.

3.3.14.2 Arc welding. When electric arc welding is to be performed per SFLC Std Spec 0740 while the vessel is waterborne, provide a diagram showing the general proposed location of each welding machine, the grounding configuration of each machine, and the return current conductor size and length. For drydock availabilities, separate diagrams may be necessary for waterborne and non-waterborne periods.

3.3.14.3 Hull bonding and lightning protection. For work periods while the vessel is not waterborne, provide a diagram showing how the hull grounding straps required by SFLC Std Spec 8635 will be sized (length and gauge) and connected.

3.3.14.4 Tool and equipment power. Provide a diagram showing how Contractor tool and equipment power will be supplied and distributed for dockside and shipboard use in accordance with SFLC Std Spec 0450. For drydock availabilities, separate diagrams should be submitted for waterborne and non-waterborne periods.”

3.5.8 Changes to paragraph to A2.1.1.3 (Document submission).

A1.1 “A2.1.1.3 Document submission.

A1.2 A2.1.1.3.1 For all work involving preservation of “critical-coated surfaces”, ensure the following is submitted to the COR at the Arrival Conference, for each coating system intended to be applied:

o Coating system manufacturer’s name.

o Product data sheets.

o MSDS.

o COC.

A1.3 A2.1.1.3.2 Documentation shall be broken out by work item, to also include the following information:

o Brand name.

o Color.

o Intended mil thickness.

o Time between coats.

o Intended final cure time prior to immersion or full duty rating, as applicable.

A1.4 A2.1.1.3.3 For work involving preservation of surfaces not designated as “critical-coated surfaces”, submit all product data sheets, MSDS, and COC to the COR, prior to commencement of work.”

3.5.9 Requirements changes to paragraphs A2.1.5 (Tenting) and A2.1.6 (Ambient condition control).

20 (Rev-1)

“A2.1.5 Tenting and ambient condition control – “for critical-coated surfaces”.

A2.1.5.1 When the ambient condition parameters necessary for full paint cure or to meet environmental conditions, as required in paragraph A.2.1.4 (Ambient condition parameters), cannot be met for successful application and curing of “critical-coated” surface coating systems, the Contractor shall provide the following, at no additional cost to the Government:

• Suitable tenting, as applicable, for exterior surface preservation.

• Suitable ambient condition control equipment, which may include, but not be limited to the below-listed, to create and maintain ambient conditions recommended by the coating system’s manufacturer, and facilitate successful coating application and curing.

o AC system.

o Heaters.

o Blowers.

o Dehumidifiers.

A2.1.5.2 Submit an ambient condition control plan to the COR within 24 hours prior to initiating ambient condition control process

NOTE

The Contractor is expected to be aware of the advent of environmental conditions that are adverse to preservation of critical-coated surfaces and include all costs in

3.5.10 Pre-surface preparation requirements – additional to paragraph A2.1.7 (Pre-surface preparation requirements).

“A2.1.7.4 Coupon test. In order to ensure production of required surface profile, the Contractor shall accomplish the following, tasks, whenever abrasive-blasting is required in a work item:

A2.1.7.4.1 Conduct a performance test on all abrasive blasting operations on a Contractor- provided test coupon, prior to starting abrasive blasting operations on the vessel. Use a new metal plate, of the same metal type and material properties as the area to be blasted, steel or aluminum plate, as applicable. For steel plates, the new plate shall have the mill scale intact and the plate will be in a Rust Grade "A" condition, per the SSPC-VIS 1 visual standard cards. No existing anchor profile, other than the surface irregularities from the manufacturing process are permitted on the test coupon. The test coupon shall be flat, with nothing welded to the side used for the anchor profile test, no thinner than a 1/8-inch plate and measuring no smaller than 1-foot by 1-foot. The test coupon shall be affixed so as to not permit excessive movement during the performance test.

CAUTION!

Do not affix the coupon to the vessel nor shall the blast media from the performance test strike the vessel during the test

21 (Rev-1)

A2.1.7.4.2 Ensure that the abrasive blasting operation test on the test coupon is with the very same setup that will be used to blast the vessel. The setup shall include, but not be limited to:

o The abrasive media to be used (material and media size).

o Nozzle size and type (straight bore, high velocity nozzle, angle nozzle...).

o Delivery rate and pressure settings.

A2.1.7.4.3 Blast an one-square foot area on one side of the test coupon to the abrasive surface preparation standard specified in the applicable work item and perform an anchor profile test of the blasted surface in accordance with ASTM D4417, method A or C. Notify the COR in advance of the abrasive blasting operation test, to permit the witnessing of the test by appropriate Coast Guard personnel. Submit a CFR documenting the results of the abrasive blasting operation test. CFR shall include at a minimum, the following:

o Area of the vessel that the verified setup will be used to abrasive blast with.

o The abrasive media used.

o The nozzle size and type.

o The delivery rate and pressure.

o The test coupon starting properties (material type and surface conditions).

o The resultant anchor profile readings from the test.

NOTES

1. ULTRA HIGH PRESSURE WATER JETTING DOES NOT CREATE AN

ANCHOR PROFILE AND IS EXEMPT FROM THE ANCHOR PROFILE TEST

COUPON CHECK.

2. THE REVERSE SIDE OF THE TEST COUPON MAY BE USED FOR THE

SUBSEQUENT TEST, PROVIDED THAT THE CONDITIONS IN PARAGRAPH

A2.1.7.4 (COUPON TEST) ARE MET.

A2.1.7.4.3 Repeat the abrasive blasting operation test in the following instances:

o The setup, as defined in paragraph A2.1.7.4.1 is changed.

o The resultant anchor profile readings observed on the vessel are outside the specified anchor profile range.

o Media is changed from MIL-A-22262 to CID A-A-59316 or vice versa.

o The supplier of the abrasive blasting media changes, regardless if the new source for the media has the same specifications.

o When Directed by the COR.

NOTE

22 (Rev-1)

A performance test of the abrasive blasting operations on a test coupon and measuring the anchor profile prior to performing the operation on the cutter, in order to confirmed that the anchor profile range that the operation is going to produce. An abrasive blasting operation test is prudent, as there are enough variables in the equipment setup and media properties that the resulting anchor profiles from one contractor to the next vary significantly.

3.5.11 Post-surface preparation requirements - additional to paragraph A2.1.8 (Post-surface preparation requirements).

A2.1.8.8 Substrate profile measurements - during and post-surface preparation. In order to ensure production of required surface profile, the Contractor shall accomplish the following tasks, whenever abrasive-blasting is required in a work item for complete preservation of a ”critical-coated” surface:

A2.1.8.8.1 During surface preparation by abrasive blasting or waterjetting operations, spot check the existing anchor profile per 500-square feet, in order to 'project' the need to manage the excessive anchor inspect for both excessive and insufficient anchor profiles . When the Contractor elects to prepare a substrate by waterjetting, the Contractor shall inspect the substrate for areas of insufficient or excessive anchor profile, both visually and in accordance with ASTM D4417, Method A or C. Submit a CFR detailing the location, square footage, measured anchor profiles, and the anchor profile range required for the applicable coating system.

A2.1.8.8 2 Post completion of surface preparation, measure the profile of the resultant bare surfaces, in accordance with ASTM D4417, Method A or C.”

3.5.12 Caution verbiages – additional to paragraph A2.1.18 (Critical drying and cure time requirements).

“CAUTIONS!

1. Hard cure times or cure time prior to immersion for any “critical coated system” shall be met as published on the Product Data Sheets available online. No early undocking or relaxation of these published requirements is permitted without prior approval from the KO.

Coating system manufacturer’s Sales or Technical Representatives may not relax these requirements. Painting and curing of all tank coating systems (except for tanks that are inboard and not touching the skin of the vessel (side and/or bottom) shall occur while the cutter is out of the water.

2. CAPAC systems shall not be energized until full cure of all underwater paint systems has occurred.”

3.5.13 Preservation Plan.

“A2.2 Preservation Plan (PP). The contractor shall submit a PP to the COR at the arrival conference, to allow for review of all work items pertaining to the preservation of the vessel. At a minimum, PP shall include the following and be broken down by work item:

o Coatings to be applied – listed by manufacturer and product identification numbers.

23 (Rev-1) o Target wet and dry film thickness values.

o Authorized reducers/solvents - including maximum percent by volume for reducers/solvents.

o Colors by FED-STD-595 color number.

o Application method for each coat.

o Application pressure and nozzle size requirements listed on the manufacturer’s product data sheet(s).

o Minimum recoat windows for applying subsequent coats, maximum recoat windows to apply subsequent coats, adjusted for anticipated temperatures.

o Any special instructions or environmental limits listed by the coating manufacturer.

o Intended final cure times prior to immersion or full duty rating (as applicable).”

3.5.14 Changes to paragraph B2.2.3.3.1.

“B2.2.3.3.1 Do not release lead or lead-contaminated materials into the environment.

Conduct periodic air monitoring (as appropriate) for lead in the worker’s breathing zone, during the course of any abatement work involving lead containing materials, to prevent exposure at or above the PEL. Submit results of all air monitoring samples to the COR, within 24 hours of completion of sampling.”

3.5.15 Booming requirements during the offload or on-load of petroleum products.

“B2.2.10 Booming requirements during the offload or load of petroleum products. The Contractor shall provide a containment boom system and boom off the cutter during all petroleum cargo on-loads and offloads. The cutter shall be boomed off by the contractor during both shipyard functions and the final bunkering of the cutter by ship's force. The contractor is responsible to provide the labor to deploy and recover the boom during all operations, including operations conducted by ship's force. The containment boom shall at a minimum, fullly encapsulate the cutter from the pier wall in front of the cutter to the pier wall at the stern of the cutter. When moored alongside a pier that does not provide a fully intact pier wall that will contain a spill, the containment boom shall wrap completely around the cutter on all sides to provide spill containment. For tug and barge configurations, the containment boom shall encapsulate both the cutter and the barge, as applicable.”

4. NOTES

4.1 Access to COMDTINST M10360.3. The COMDTINST M10360.3 may be accessed at the following URL address: http://www.uscg.mil/directives/cim.asp http://www.uscg.mil/directives/cim.asp�

24 (Rev-1)

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

25 (Rev-1)

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 COMDTINST M10360.3, 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-based coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-12, SP-11, SP-10…).

Verify surface anchor profile using ASTM D4417-Methods B or C against COMDTINST M10360.3. 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.

Ensur…