HSCG40-16-Q-P30835_CG_STA_CHATHAM_(42003)_SPECIFICATION_PKG_(REV-0) _26_JANUARY_2016.pdf

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Attached to: CG STA CHATHAM (42003) 2016 DRYDOCK REPAIRS
Solicitation number: HSCG40-16-Q-P30835
Issued by: Department of Homeland Security US Coast Guard

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HSCG40-16-Q-P30835 CG STA CHATHAM (42003) SPECIFICATION PKG (REV-0) DTD 26 JANUARY 2016

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USCG 42003 (SPC-NLB 42)

SPECIFICATION FOR DRYDOCK REPAIRS

FY2016

Developed By: Alexandria M Fell

(Rev-0, 26 January 2016)

USCG 42003 (SPC-NLB-42) DRYDOCK AVAILABILITY FY2016

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ............................................................................... vii Consolidated List of Critical Inspection Items .......................................................................................... viii Principal Characteristics ............................................................................................................................... ix General Requirements WORK ITEM 1: General Welding, Provide WORK ITEM 2: Hull Plating (U/W Body), Ultrasonic Testing WORK ITEM 3: Fendering System, Inspect In Place WORK ITEM 4: Diesel Fuel Tank Clean and Inspect WORK ITEM 5: Watertight Closures, Inspect WORK ITEM 6: Mast, Inspect WORK ITEM 7: Air Test and Visual Inspection WORK ITEM 8: Main Diesel Engine To Jet Drive, Align WORK ITEM 9: Water Jet(s), Inspect and Service WORK ITEM 10: Engine Exhaust Piping, Inspect WORK ITEM 11: Fuel Valves, Renew WORK ITEM 12: Electrical Isolation, Perform WORK ITEM 13: Sea Valves, Renew WORK ITEM 14: Sea Strainers - Duplex (All Sizes), Overhaul WORK ITEM 15: Diesel Tank(s), Refuel WORK ITEM 16: Tow Reel, Remove, Inspect and Install WORK ITEM 17: Deck Fittings, Inspect WORK ITEM 18: Windows, Inspect WORK ITEM 19: Water Jet Drive, Preserve WORK ITEM 20: U/W Body Preserve (100%) WORK ITEM 21: Cathodic Protection / Zincs, Renew WORK ITEM 22: Exterior Non-Skid Pads, Renew WORK ITEM 23: Marine Chemist Services, Provide WORK ITEM 24: Drydock WORK ITEM 25: Temporary Services, Provide WORK ITEM 26: Sea Trial Performance, Support, Provide iii (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.

iv (Rev-0)

CONSOLIDATED LIST OF REFERENCES

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

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

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

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

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

www.gpoaccess.gov

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

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

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

• NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC NLB 114-050, Rev -, Foam Fender Coast Guard Drawing 42 SPC-NLB 114-010, Rev -, Forward Air Boxes Coast Guard Drawing 42 SPC-NLB 114-020, Rev -, Stern Fixed Fender Airbox Coast Guard Drawing 42 SPC-NLB 114-060, Rev -, Stern Float Box Coast Guard Drawing 42 SPC-NLB 114-080, Rev -, Chine Extension Coast Guard Drawing 42 SPC-NLB 130-020, Rev -, Machinery Compartments Deck Coast Guard Drawing 42 SPC-NLB 130-030, Rev -, Survivors Compartment Deck Coast Guard Drawing 42 SPC-NLB 150-010, Rev -, Deck House Structure General Arrangement Coast Guard Drawing 42 SPC-NLB 167-010, Rev -, Hatch and Access Covers Coast Guard Drawing 42 SPC-NLB 171-020, Rev -, Mast Assembly and Details Coast Guard Drawing 42 SPC-NLB 201-010, Rev -, Machinery Arrangement Coast Guard Drawing 42 SPC-NLB 233-010, Rev -, Engine Mounts Coast Guard Drawing 42 SPC-NLB 233-020, Rev -, Engine Cooling System Coast Guard Drawing 42 SPC-NLB 259-100, Rev -, Engine Exhaust System Coast Guard Drawing 42 SPC-NLB 261-010, Rev -, Fuel Service System Coast Guard Drawing 42 SPC-NLB 261-010, Rev -, Fuel Service System Coast Guard Drawing 42 SPC-NLB 321-010, Rev -, Cableways and Penetrations Coast Guard Drawing 42 SPC-NLB 330-010, Rev -, Lighting System General Arrangement Coast Guard Drawing 42 SPC-NLB 405-010, Rev-, Antenna Arrangement & Installation 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-0)

Coast Guard Drawing 42 SPC-NLB 422-010, Rev -, Navigation Lights Coast Guard Drawing 42 SPC-NLB 510-010, Rev -, Heating/Ventilation/Air Conditioning Coast Guard Drawing 42 SPC-NLB 582-010, Rev -, Mooring Arrangement Coast Guard Drawing 42 SPC-NLB 582-020, Rev -, Towline Reel Coast Guard Drawing 42 SPC-NLB 582-030, Rev -, Tow Posts Coast Guard Drawing 42 SPC-NLB 590-020, Rev -, Lift Fitting Arrangement Coast Guard Drawing 42 SPC-NLB 590-101, Rev -, Mast Actuator System Coast Guard Drawing 42 SPC-NLB 624-010, Rev -, Door and Hardware List Coast Guard Drawing 42 SPC-NLB 625-010, Rev -, Windows Coast Guard Drawing 42 SPC-NLB 631-020, Rev -, Paint Schedule Coast Guard Drawing 42 SPC-NLB 633-010, Rev -, Cathode Protection Coast Guard Drawing 42 SPC-NLB 634-200, Rev -, Non-Skid Layout Coast Guard Drawing 42 SPC-NLB 997-001, Rev -, Docking Plan

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 4934, SWBS 074, Sep 2014, Small Boat Diagrams for Hotwork Coast Guard Technical Publication (TP) 4993, 3M Nonskid Pads, Peel and Stick Catalog Coast Guard Technical Publication (TP) 6393, SWBS 233, Mar 2014, Main Diesel Engine- Model C9-

Systems Operation Testing and Adjusting Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General

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

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

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

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8634 (SFLC Std Spec 8634), 2014, Drydocking Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services

OTHER REFERENCES

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

Welding End ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F992, 2006, Standard Specification for Valve Label Plates Commercial Item Description (CID) A-A-59313, Nov 2003, Thread Compound; Anti-seize, Zinc Dust-

Petrolatum Hamilton Jet HJ 322 Installation and Service Manual Hamilton Jet Installation and Service Manual, HJ 322 Jet Unit Manual vi (Rev-0)

MIL-A-18001, May 2005, Anodes, Sacrificial Zinc Alloy (Commercially Accepted - ASTM B418) 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), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP WJ-2/NACE WJ-2, 2012, Waterjet Cleaning of Metals – Very Thorough Cleaning

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-WJ-2/NACE WJ-2, 2012 Water Jet Cleaning of Metals-Very Thorough Cleaning vii (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.

This section is not applicable to this package.

viii (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

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

9 Water Jet(s), Inspect and Service

14 Sea Strainers - Duplex (All Sizes), Overhaul

19 Water Jet Drive, Preserve

20 U/W Body Preserve (100%) ix (Rev-0)

PRINCIPAL CHARACTERISTICS

42 SPC-NLB

PHYSICAL

Length overall (loa) 44 feet 4 inches Beam, overall 13 feet 10 inches Draft 2 feet 8 inches Max fixed height above waterline (radar dome)

15 feet 6 inches

Max weight, fully loaded 30,000 LBS Crew capacity 4 Passenger capacity 14

HULL

Hull 5086 Aluminum

MACHINERY

Engine details (2) Caterpillar C9 Diesels Transmission (2) ZF Marine ZF 305-2 Propulsion (2) Hamilton HJ-322 Water Jets Maximum speed at sea state 0 30 Knots Cruise speed (full load condition.) 25 Knots Horsepower 505 HP Range at cruise, sea state 0 250 Miles @ 25 Knots

TANKS

Fuel capacity 100% (diesel) 300 gal.

Fuel capacity 95% 285 gal.

Ref: Boat Information Book - Safe Boats International

1 (Rev-0)

00000_1215_FLT

REC_00000_FLT_Boats @ Commercial Facility (0914)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting boat repairs performed at a commercial contractor’s facility for Coast Guard vessels.

1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General

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

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

OTHER REFERENCES

None

3. REQUIREMENTS

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

NOTE

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

2 (Rev-0)

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

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

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

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

NOTE

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

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

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

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

3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified.

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, 3 (Rev-0) and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

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

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix A, Requirements For Environmental Protection At Contractor Operated (Non USCG) Facilities for HW disposal.

3.6 Local Policy.

3.6.1 Coast Guard turn-over preparation. The Contractor shall be aware that, upon arrival, after haul out, and prior to departing the Contractor’s facility, the Coast Guard crew shall be allowed to accomplish various tasks in preparation for the turn-over of the boat to the Contractor. The following conditions apply to this paragraph:

3.6.1.1 The Coast Guard requires a maximum of three days at the beginning of the contract, and three days at the end to accomplish various tasks.

3.6.1.2 The Contractor may commence/continue work during these time frames.

3.6.1.3 Coast Guard personnel will remove the transducers after initial haul-out and reinstall prior to re-floating the vessel.

3.6.1.4 The Unit will contact the servicing ESD or ESU to setup removal/installation of the transducer if Unit personnel are unable to accomplish this task.

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

3.7.1 SFLC Standard Specification 6310, Requirements for Preservation of Ship Structures.

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

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

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

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

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

4 (Rev-0)

3.7.2 SFLC Standard Specification 0000 General Requirements.

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

4. NOTES

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

5 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

7 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

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

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

8 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

9 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

COATING MFG PRODUCT NAME BATCH

INDUCTION

TIME

COATING SYSTEM SEQUENCE

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

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

11 (Rev-0)

07400_AKP_1114_BOAT_FLT

WORK ITEM 1: General Welding, Provide

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide general welding.

TABLE 1- GENERAL WELDING LOCATIONS

DETAILS LOCATION

Bulkhead support frame crack appx .5 to 1” Auxiliary Space

Install buoyancy chamber inspection access ports;

Two 5” holes will need to be drilled and covers fabricated

Port and Stbd Aft Buoyancy Chamber

Straighten dent on outer edge; area dented approx 5” x 2”

Port side aft buoyancy chamber

Straighten dent on outer edge; area dented 18” x 5” Stbd side aft buoyancy chamber

Crop and renew anchor locker hatch drain through hull fitting and replace copper reducer bushing with aluminum bushing Anchor locker

Remove three small dents noted (1” x 1”) on aft bulkhead, port side above window. Pilot House

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 4934, SWBS 074, Sep 2014, Small Boat

Diagrams for Hotwork Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

12 (Rev-0)

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

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

3.2 Requirement. The Contractor shall provide general welding, including but not limited to, fabrication, brazing, inspection, plate renewal, crack repair, overlay, and associated processes on Coast Guard vessels and equipment in accordance with TP 4934 and SFLC Std Spec 0740.

3.3 Touch-up preservation, general. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces, as applicable, to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.)

4. NOTES

This section is not applicable to this work item.

13 (Rev-0)

11010_1013_FLT

REC_11010_UT_FLT_42’ SPC-NLB (ALL) (0814)

WORK ITEM 2: Hull Plating (U/W Body), Ultrasonic Testing

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to conduct ultrasonic testing (UT) of freeboard hull plating.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area

14 (Rev-0) against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

3.2 UT measurements. The Contractor shall perform a total of 100 UT measurements of freeboard hull surfaces, in locations designated by the Coast Guard Inspector, using for guidance, in accordance with SFLC Std Spec 0740, Appendix C. Mark up a copy of to show all locations selected for measurement and record all measurements in Table 1 (UT Measurements Summary Sheet - Port/Stbd Shell) provided at the end of this item. Submit a CIR, to also include the marked up drawing and completed Table 1.

TABLE 1 - UT MEASUREMENTS SUMMARY SHEET PORT/STBD SHELL

SHOT # STRAKE # FWD/MID/AFT ORIG PL MEASURED PL PERCENT

PLATE # TOP/MID/BOT THICKNESS THICKNESS WASTAGE

15 (Rev-0)

11020_RSW_0815_42SPCNLB

WORK ITEM 3: Fendering System, Inspect In Place

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect the entire fendering system.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC NLB 114-050, Rev -, Foam Fender

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

16 (Rev-0)

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 clean and visually inspect each section of the fendering system rub rail, flat bar, shell plating, coating system and mounting hardware. Visually inspect each capture fastener for damage including but not limited to pitting, corrosion, gouging, fading, cracks, deformation, and coating system (if applicable), etc. Remove forward fender access covers, located in forward void, and inspect fender hardware/fasteners. Re-seal access covers with marine grade sealant during reassembly. Remove aft fender access covers and inspect fender hardware/fasteners and reinstall access covers (no sealant required). Submit a CFR.

3.3 Government-furnished property. The Contractor shall be aware that the government reserves the right to provide new fender sections when a benefit to the US Coast Guard can be obtained.

17 (Rev-0)

12311_AKP_1014_42NLB

WORK ITEM 4: Diesel Fuel Tank Clean and Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the vessel’s diesel fuel tank listed in Table-1.

TABLE 1- FUEL TANK

TYPE OF TANK LOCATION CAPACITY – 95%

(GALLONS)

Diesel Fuel Centerline, between frames 6 & 8 in the Tank Compartment. 285

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC-NLB 261-010, Rev -, Fuel Service System

COAST GUARD PUBLICATIONS

OTHER REFERENCES

None.

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

18 (Rev-0)

3.1.2 Tech Rep.

Not applicable.

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

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

• Insulation

• Piping

• Electrical Wiring

3.1.4.1 The Contractor shall remove up to a total of 285 gallons of diesel fuel. Document a complete chain of custody record of the removed tank contents from the vessel to the point of final destination or delivery in accordance with paragraph 3.1.3.1 (Protective measures-environmental).

3.1.4.2 Dispose of removed fluids in accordance with all applicable Federal, state, and local regulations (see 4.2 (Tank content restoration)).

NOTE

Vessel may come in with less tank fluid contents than specified above.

3.2 Cleaning requirements. The Contractor shall clean and inspect the diesel fuel tank using Coast Guard Drawing 42 SPC-NLB 261-010, SFLC Std Spec 0000 and SFLC Std Spec 0740 as guidance.

3.2.1 The Contractor shall clean tank interior surfaces free of all foreign materials, such as residual fuel or water, sediment, sludge, rust, or biological growth. Remove cleaning media and residues continuously during the washing process. Remove any residual wash media.

3.3 Tank content and waste disposal. The Contractor shall dispose of residual tank contents and any cleaning fluids in compliance with all applicable Federal, state, and local laws, ordinances and regulations. Contractor shall follow the Environmental Protective Measures referenced in paragraph 3.1.3.1.

NOTE

Internal inspection shall be completed using a borescope through the top mounted inspection plug. There are no access plates/covers on this tank.

19 (Rev-0)

3.5 Inspection. The Contractor shall visually inspect the internal and external areas of the fuel tank. Submit a CFR. Inspection shall include but not be limited to the following:

• All interior surfaces, bulkheads, base and overhead plating, structural members and baffles.

• Tank structural condition.

• Tank welds.

• Tank level indicator (TLI) and/or float switch condition, as applicable.

• Sounding/vent tube and striker plate condition, as applicable.

• Suction and discharge piping condition.

• Fastener material and condition (correct fastener material is stainless steel).

• Fuel Tank Rollover Brackets.

• Tank isolators.

NOTE

Coast Guard personnel will operate all vessel machinery and equipment.

3.6 Operational test - specific.

3.6.1 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard Personnel perform an initial operational test of Tank Level Indicator, to demonstrate existing operational condition. Submit a CFR.

3.6.2 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate the Tank Level Indicator, to be in satisfactory operating condition. Submit a CFR.

4.1 Related work items. Diesel Tank(s), Refuel

20 (Rev-0)

16710_AKP_0814_42SPCNLB

WORK ITEM 5: Watertight Closures, Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect the watertight closures designated in Table 1- Watertight Closures. Make repairs as designated in Table 2- Repairs.

TABLE 1 – WATERTIGHT CLOSURES

LOCATION QUANITY

Chain Stowage Locker Access Hatch 1 Survivors Compartment Escape Hatch 1

Fuel Compartment Access Hatch 1 Engine Compartment Access Hatch 1

Engine Compartment Maintenance Hatch (P/S) 2 Jet Inspection Hatch (P/S) 2

Survivors Compartment Door 1 Aft Cabin Door 1

TABLE 2 – REPAIRS

LOCATION AND DESCRIPTION

Aft pilot house watertight door; Remove mounting flange seal, inspect, clean, reseal using Butyl sealing tape 2” wide by 1/8” thick and renew mounting flange seal hardware.

Renew aft pilot house watertight door knife edge seal.

Repair cracked engine room watertight hatch stopper latch

Re-align both watertight engine hatches.

Renew both watertight engine hatch seals.

Renew both main deck jet hatch seals

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC-NLB 167-010, Rev -, Hatch and Access Covers Coast Guard Drawing 42 SPC-NLB 624-010, Rev -, Door and Hardware List

21 (Rev-0)

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, 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 Inspect. The Contractor shall clean and inspect the watertight closures listed in Table 1, referencing Coast Guard Drawings 42 SPC-NLB 167-010 and 624-010. The inspection shall include, but is not limited to following:

• Corrosion

• Broken/missing parts

• Cracked/faulty welds

• Condition of pivot point bushing(s) and mounting holes

• Lens / Window

• Handle

• Door Seal(s)

• Counter-balance Springs

• Mechanical hold open latch

• Perimeter drains

3.2.1 Report. Submit a CFR for items listed in paragraph 3.2.

22 (Rev-0)

3.3 Chalk Test. The Contractor shall ensure the doors and hatches listed in Table 1 are tested in accordance with SFLC Std Spec 0740, paragraph C2.1.4 (Chalk Test). Submit a CFR.

23 (Rev-0)

17100_AKP_1214_42SPCNLB

WORK ITEM 6: Mast, Inspect

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to remove, inspect and install the mast and associated attachments. The Contractor shall renew both mast hydraulic power unit hoses with stainless steel fittings.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC-NLB 171-020, Rev -, Mast Assembly and Details Coast Guard Drawing 42 SPC-NLB 321-010, Rev -, Cableways and Penetrations Coast Guard Drawing 42 SPC-NLB 330-010, Rev -, Lighting System General

Arrangement Coast Guard Drawing 42 SPC-NLB 405-010, Rev-, Antenna Arrangement & Installation Coast Guard Drawing 42 SPC-NLB 422-010, Rev -, Navigation Lights Coast Guard Drawing 42 SPC-NLB 590-101, Rev -, Mast Actuator System

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

24 (Rev-0)

Not applicable.

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

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

3.1.5 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of all items or shipboard devices to be disturbed, used, repaired, or altered, to demonstrate existing operational condition. Submit a

CFR.

3.2 Removal. The Contractor shall remove the mast in accordance with the Coast Guard Drawings and Publications listed in Section 2.

3.3 Inspection. The Contractor shall inspect the following listed components:

• Upper and lower actuator mounts

• Mast actuator system

• Mast hinge mount

• Antenna mounts

• Light mounts

• Mast securing latches and mounts

• Wire and wire connections

• All hardware

• Mast structure

3.3.1 The Contractor shall inspect for, but not limited to, the following:

• Loose, missing or damaged hardware

• Cracks

• Corrosion

• Pitting

• Broken, loose or damaged wiring and wiring connections

3.3.2 Submit a CFR.

3.4 Renew. The Contractor shall renew both mast hydraulic power unit hoses with stainless steel fittings.

3.5 Re-install. The Contractor shall re-install the mast in accordance with the Coast Guard Drawings and Publications listed in Section 2.

25 (Rev-0)

NOTE

Coast Guard personnel will operate all vessel machinery and equipment.

3.6 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

4. NOTES

4.1 Equipment operation. Coast Guard personnel will operate all vessel machinery and equipment during all operational tests.

26 (Rev-0)

19200_AKP_0115_42SPCNLB

WORK ITEM 7: Air Test and Visual Inspection

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to air test and visually inspect the areas listed in Table 1.

TABLE 1- AIR TEST LOCATIONS

DESCRIPTION LOCATION SIDE AIR TEST

FITTING

LOCATION

42 SPC-NLB

DWG

Forward Air Box FR 8.5 to 14 P & S FR 9 114-010 Stern Fixed Fender

Air Box Aft of FR 0 CL, P & S Inboard, P & S 114-020

Stern Float Box Aft of FR 0 CL Stbd of CL 114-060

Chine Extensions Aft of FR 0 to FR 8.75 P & S Chine Extension Cap Plate, P & S 114-080

Below Machinery Compartment NO. 1 FR 8.75 to FR 10 S 2 in Aft of FR 10 130-020

Below Machinery Compartment NO. 2 FR 8.75 to FR 10 P 130-020

Below Survivors Compartment FR 10 to FR 12.8 P & S Outboard Fwd 130-030

Main Cabin Overhead Buoyancy

Chambers FR 4.5 to FR 9 P & S 150-010

Wave Guards Cuddy Top Plate P & S CL, P & S Aft Side N/A

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC-NLB 114-010, Rev -, Forward Air Boxes Coast Guard Drawing 42 SPC-NLB 114-020, Rev -, Stern Fixed Fender Airbox Coast Guard Drawing 42 SPC-NLB 114-060, Rev -, Stern Float Box Coast Guard Drawing 42 SPC-NLB 114-080, Rev -, Chine Extension Coast Guard Drawing 42 SPC-NLB 130-020, Rev -, Machinery Compartments Deck Coast Guard Drawing 42 SPC-NLB 130-030, Rev -, Survivors Compartment Deck

27 (Rev-0)

Coast Guard Drawing 42 SPC-NLB 150-010, Rev -, Deck House Structure General Arrangement

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2012, Welding and Allied Processes

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

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

3.2 Requirements. The Contractor shall perform an air test and visual inspection of the spaces listed in Table 1, using the Coast Guard Drawings listed in Table 1 as reference and in accordance with SFLC Std Spec 0740.

NOTE

The pressurization requirements of SFLC Std Spec 0740 paragraph C2.2.1.4 shall be replaced with the below requirements.

3.3 Pressurization. The Contractor shall apply a two (2) psig air test pressure to each area listed in Table 1 and hold the pressure for 20 minutes. The Contractor shall commence the test after the first 2 minutes have elapsed. This should provide sufficient time for the pressures to balance out. There is no allowable pressure drop. Submit a CFR.

28 (Rev-0)

3.4 Visual inspection. The Contractor shall use a bore scope to conduct an internal inspection of each area listed in Table 1. Submit a CFR.

3.4.1 Upon completion the Contractor shall coat the plugs with 3M- pipe sealant and screw in until snug.

29 (Rev-0)

24100_AKP_1214_42SPCNLB

WORK ITEM 8: Main Diesel Engine To Jet Drive, Align

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to align both the Main Diesel Engine(s) to the Jet Drive(s).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 42 SPC-NLB 201-010, Rev -, Machinery Arrangement Coast Guard Drawing 42 SPC-NLB 233-010, Rev -, Engine Mounts

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

Hamilton Jet HJ 322 Installation and Service Manual

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

30 (Rev-0) presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

• Wiring.

• Piping.

• Coupling safety guard.

CFR.

3.2 Engine mounts. The Contractor shall inspect the MDE Mount’s referencing Coast Guard Drawing 42 SPC-NLB 233-010. Submit a CFR.

3.3 Alignment. The Contractor shall align the Main Diesel Engine(s) to the Jet Drive(s) in accordance with the Hamilton Jet HJ 322 Installation and Service Manual and Coast Guard Drawings 42 SPC-NLB 201-010 and 233-010. Record all readings. Submit a CFR.

NOTE

Coast…

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