ALEX_HALEY_(WMEC_282)_DS_FQ3_APW_18R0.pdf

USCGC ALEX HALEY (WMEC 39)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2018

Developed By: Alexander P Whitaker

(Rev-0), 16 AUG 2017)

USCGC ALEX HALEY (WMEC-282) DOCKSIDE AVAILABILITY FY2018

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: Hull and Structural Plating (General) -10.2-Pound Steel, Renew WORK ITEM 2: Temporary Services, Provide - Cutter WORK ITEM 3: Main Engine Speed Reducer, Seal and Oil Pump Renewal WORK ITEM 4: Deck Plating Under RO Units, Repair WORK ITEM 5: Miscellaneous Piping Repairs, Various Areas WORK ITEM 6: Oily Waste System Piping Repairs WORK ITEM 7: Boiler Steam Piping, Repairs Various Areas WORK ITEM 8: Firemain Piping Repairs, Various Areas WORK ITEM 9: Potable Water Piping Repairs, Various Areas WORK ITEM 10: Misc Deck Drain Repairs, Various Areas WORK ITEM 11: Whip Antenna Foundations, Renewal 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.

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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 282 WMEC 100-3, Rev G; Shell Expansion Coast Guard Drawing 282-WMEC 103-1, Rev E, 1st & 2nd Platforms Coast Guard Drawing 282-WMEC 114-4, Rev G, Main Bulkheads (Fwd) Coast Guard Drawing 282-WMEC 500-3, Rev K, Ship's Heating & Aux Steam Services Coast Guard Drawing 282-WMEC 505-1, Rev A, CG Conversion Modifications to Plmbing System and

Gray Water Drains Coast Guard Drawing 282-WMEC 505-17, Rev -, Mods to Crews Sanitary Space Incid to Women At Sea

Installation Coast Guard Drawing 282-WMEC 505-18, Rev -, Plumbing Mods Incid to Women At Sea Installation Coast Guard Drawing 282-WMEC 505-19, Rev -, Plumbing Drain Mods for Mn Deck Berthing

Installation Coast Guard Drawing 282-WMEC 505-22, Rev A, Removal Instruction Piping Women Aboard Ship

Berthing & Sanitary Spaces Coast Guard Drawing 282-WMEC 505-9, Rev A, Galley Scullery Drain Mods Coast Guard Drawing 282-WMEC 508-1, Rev A-, CG Modifications to Oily Water Separator System Coast Guard Drawing 282-WMEC 508-11, Rev D, Oily Water Separator Piping Arrangement Coast Guard Drawing 282-WMEC 508-12, Rev D, Piping Mods Incid to Oily Water Separator

Installation Coast Guard Drawing 282-WMEC 508-8, Rev B, Oil/Water Separator Pipng Arr Coast Guard Drawing 282-WMEC 509-1, Rev -, CG Conversion Modifications to Potable Water System 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 282-WMEC 509-17, Rev A, Potable Water System Mods Main Engine Replacement

Coast Guard Drawing 282-WMEC 509-3, Rev K, Potable Water Systems Outside Machinery Spaces Coast Guard Drawing 282-WMEC 514-3, Rev B, Galley & Scullery Steam Mod Coast Guard Drawing 282-WMEC 545-14, Rev M, Diagram Ships Heating & Aux _Y Steam System Coast Guard Drawing 282-WMEC 545-17, Rev G, Firemain Washdown Flushing & Sprklng Sys Inbd Coast Guard Drawing 282-WMEC 545-32, Rev H, Diagrammatic Arrangement of Sewage Treatment

System Coast Guard Drawing 282-WMEC 593-2, Rev B, CG Conv Mods to Sewage and Vacuum Flush System Coast Guard Drawing 282-WMEC 593-6, Rev -, 01 Level Ofcr Qaurters Black & Grey Water System

Piping Modifications Coast Guard Drawing 282-WMEC 593-6, Rev -, 01 Level Ofcr Quarters Black & Grey Water System

Piping Modifications Coast Guard Drawing 282-WMEC 601-2, Rev D, CGC ALEX HALEY General Arrangements Coast Guard Drawing 282-WMEC 601-2, Rev G, CGC ALEX HALEY General Arrangements Coast Guard Drawing 378-FRAM-W 184-8, Rev -, Whip Antenna Foundations

COAST GUARD PUBLICATIONS

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

Manual Coast Guard Technical Publication (TP) 3425, Vacuum Sewage System Coast Guard Technical Publication (TP) 3486C, 23-AUG-06, Reverse Osmosis Desalination Plant -

Model RC7000 Plus Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2014, General

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

Allied Processes Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3041, Jan 2014, Shipboard

Electrical Cable Test Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, Jan 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, And Installation Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 6310, Jan 2014, Requirements for Preservation of Ship Structures 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 Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior

Deck Covering Systems Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary

Services vi (REV-0)

OTHER REFERENCES

«OTHERREF»

ASTM International (ASTM) F683, 2010, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery Contractors Environmental Guide, ISC Kodiak Complex (copy to be provided by the KO) NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, And Maintenance Painting of Steel The Society for Protective Coatings (SSPC) Paint Application Specification No. 3 (SSPC-PA Guide 3), 1995, A Guide to Safety in Paint Application The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool 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.

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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

4 Deck Plating Under RO Units, Repair

11 Whip Antenna Foundations, Renewal ix (REV-0)

PRINCIPAL CHARACTERISTICS

282' WMEC (CGC ALEX HALEY)

PHYSICAL

Length overall 282' 8" Length between perpendiculars 264' 0" Beam, extreme 50' 0" Beam @ DWL 47' 0" Depth, molded 24' 0" Draft, mean @ full load displacement 15' 0" Full load displacement 3088 long tons Minimum operating displacement 2567 long tons Light ship displacement 2058 long tons

HULL

Hull material Steel

MACHINERY

Main propulsion Diesel Diesel engines Four Caterpillar 3516 Propeller 2 CPP 11' 9" diameter x 7' 4" pitch, 4 blade, bronze Shore tie 440 VAC, 400 Amp Shaft bearings, forward Orion Thrust Shaft bearings, aft Thordon Shaft Seals; fore & aft John Crane Type MX9

TANK CAPACITIES

Diesel oil 653.1 long tons JP-5 (aviation) 79.5 long tons Fresh water 131.3 long tons Ballast 57.2 long tons

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00000_1216_FLT

REC_00000_FLT_Commercial Project @ ISC Kodiak, Alaska (1212)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at ISC Kodiak, Alaska 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

Contractors Environmental Guide, ISC Kodiak Complex (copy to be provided by the KO)

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.

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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 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, 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.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is Large quantity generator with a permitted TSDF.

3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following:

• Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater.

• National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges.

• Air Emission Permit: Unit has a Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants.

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

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

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to 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 B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Contractors Environmental Guide. The contractor shall additionally comply with the instructions of the Contractors Environmental Guide, ISC Kodiak Complex. Submit the required Hazard Communications (HAZCOM) Plan to the COR at the Arrival Conference.

3.6 Local Policy. None.

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

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

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

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

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

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

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

3.7.2 SFLC Standard Specification 0000 General Requirements.

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

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

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

4. 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.

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QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE

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

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

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

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

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

CHECKPOINT 4 - PRE-SURFACE PREPARATION

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

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

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

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

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

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

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

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

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

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

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

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

CHECKPOINT 9 – FINAL INSPECTION

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

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

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

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

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

CHECKPOINT 10 – RECORD KEEPING

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

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

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

Place Surface Profile Replica Tape Here

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

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

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QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: ABRASIVE SIEVE SIZE:

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

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

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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)

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QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

COATING MFG PRODUCT NAME BATCH

INDUCTION

TIME

COATING SYSTEM SEQUENCE

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

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL READING

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

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS, CONVENTIONAL SPRAY,

ROLLED)

AVERAGE DFT

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11100_1215_FLT

REC_11100_Steel_FLT_282’ WMEC (39 CGC ALEX HALEY) (0112)

WORK ITEM 1: Hull and Structural Plating (General) -10.2-Pound Steel, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew 10.2-pound steel shell plating. This work item may be activated up to six (6) times. The Contractor’s bid shall contain activation for only one (1) time.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 282 WMEC 100-3, Rev G; Shell Expansion

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

«OTHERREF»

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

3.1.2 Tech Rep.

12 (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 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.

3.1.3.2 The Contractor is advised that deck, bulkhead and overhead surfaces on ALEX HALEY have been found to contain lead based paint.

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

NOTE

This item does not address interferences in way of repair work. Cost of interference removal and reinstallation must be negotiated via the Change Request process.

3.2 Renewal. The Contractor shall renew up to 4 square feet of the steel plating specified in Section 1.1 (Intent) herein, as designated by the Coast Guard Inspector. Use Coast Guard Drawing 282-WMEC 100-3 as guidance.

3.3 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed surfaces 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.

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86350_1114_FLT

REC_86350_FLT_282 WMEC (39 CGC ALEX HALEY) (1110)

WORK ITEM 2: Temporary Services, Provide - Cutter

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to provide temporary services to the Cutter, during the performance of this availability.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services

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

14 (REV-0)

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 Temporary service particulars. The Contractor shall provide the below listed temporary services, in accordance with SFLC Std Spec 8635.

TABLE 1 - SERVICE SELECTION

*SUB-

PARAGRAPH TITLE Y/N

3.3.1 Office space N

3.3.2 Telephone N

3.3.3 Parking N

3.3.4 Duty section berthing: __ male, __ female. Duty section berthing shall be provided for {Note: Choose one and delete the rest: (1) The entire duration of the availability,

(2) during disruption of berthing areas or (3) ______ days}

N

3.3.5 Electrical power (including all requirements in associated sub-paragraphs) N

3.3.6 Hull grounding straps (not applicable when cutter is waterborne) N

3.3.7 Compressed air (including all requirements in associated sub-paragraphs) Y

3.3.8 Hazardous material/hazardous waste disposal (see Tables 2 and 3 below) N

3.3.9 Heavy lift equipment: {__day(s)/or __ hour(s)} Y*

3.3.10 Water supply N

3.3.10.1 Potable water: {___ gallons per day, at __ psig.}{ or _____ gallons, bulk} Y

3.3.10.2 Hot-circulating water N

3.3.10.3 Cooling water N

3.3.10.4 Firemain system (including all requirements in associated sub-paragraphs) N

3.3.11 Steam (including all requirements in associated sub-paragraphs) N

3.3.12 Refuse disposal N

3.3.13 Sewage and grey water disposal (including all requirements in associated sub-paragraphs) N

3.3.14 Storage – General (including all requirements in associated sub-paragraphs): N

3.3.14 Dry stores. N

3.3.14 Paint and flammable stores. Y

3.3.14 Refrigerated stores. N

3.3.15 Small boat storage (including all requirements in associated sub-paragraphs) N *Each sub-paragraph number relates directly to the identical sub-paragraph number in SFLC Std Spec 8635.

TABLE 2 - HAZARDOUS WASTE DISPOSAL – LIQUIDS (GALLONS)

PAINT THINNERS ENGINE COOLANT BILGE WATER

TBD TBD TBD

TABLE 3 - HAZARDOUS WASTE DISPOSAL – SOLIDS

OILY

FILTERS

OILY RAGS

(LBS)

EMPTY 1-GAL

CONTAINER*

EMPTY 5-GAL

CONTAINER*

EMPTY 55-GAL

CONTAINER*

TBD TBD TBD TBD TBD

15 (REV-0)

*Previously housed hazardous materials.

3.2 Extended temporary services. If the performance period of the contract is extended by the KO, the contractor shall continue to provide all temporary services as specified herein for the extension period.

16 (REV-0)

S11-024_24500_JAH_1112_282

WORK ITEM 3: Main Engine Speed Reducer, Seal and Oil Pump Renewal

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the oil seals on the four (4) main engine speed reducers.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

None.

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 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. The Contractor shall provide the services of an OEM authorized/ licensed Tech Rep for the Cotta Speed Reducers to accomplish the following on site:

• Provide manufacturer's proprietary system/ equipment information, software, and tools.

17 (REV-0)

• Assist with, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

3.1.2.1 Ensure the Tech Rep is an OEM Certified Representative for the Waukesha main thrust bearing stated above and demonstrate their qualifications on their résumé.

3.1.2.2 Submit the name and résumé of the Tech Rep to the COR at the Arrival Conference.

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). Known interferences include, but are not limited to the below-listed:

• Rotating Equipment Guards

• Deck Plating in way of speed reducers.

3.2 General Information.

The cutter is equipped with four (4) speed reducers, one for each main engine. Each speed reducer is a model GR2079, manufactured by Cotta Transmission Company. Speed reducers are described in CG Tech Pub 3408. The work below will be performed on each of the speed reducers.

Parts are available from Cotta Transmissions Co., Belloit, WI. (608)368-5614.

The contractor shall perform the work in this specification item on each of the four (4) speed reducers.

3.3 Access Speed Reducers and Couplings. The Contractor shall perform the following work:

3.3.1 Disconnect and remove rotating equipment guards which cover the flywheel of the main diesel engines and which cover the coupling connecting the speed reducers to the main reduction gears.

3.3.2 Reinstall rotating equipment guards when work is completed.

3.4 Coupling Removal and Initial and Final Alignment Check. The Contractor shall perform the following work:

It is not anticipated that alignments will change during the performance of this work item. Alignments are being checked for information only.

3.4.1 Disconnect and remove the couplings which connect speed reducers to the reduction gears and to the main engines.

3.4.2 Measure and record the alignment between the main engines and the speed reducers and between the speed reducers and the reduction gears. Follow guidance in the technical manual. Compare the

18 (REV-0)

alignment readings found to the alignment readings contained in the technical manual. Submit the initial alignment readings to the Coast Guard Inspector in a CFR.

3.4.3 After completion of work in this specification item, recheck each of the alignment readings.

Compare the alignment readings found to the alignment readings contained in the technical manual.

Submit the initial and final alignment readings and the technical manual readings to the Coast Guard Inspector in a CFR.

3.5 Seal Renewal and Oil Pump Renewal. The Contractor shall perform the following work:

3.5.1 Oil Change.

3.5.1.1 Take a sample from the oil in each speed reducer. Submit the sample for particle analysis.

Provide the sample results to the Coast Guard Inspector in a CFR>

3.5.1.2 Drain the oil from each of the speed reducers. Collect the oil. Do not allow the oil to drain into the bilges of the vessel. Dispose of the oil drained from each speed reducer in accordance with all federal, state, and local regulations.

3.5.1.3 Provide and install new oil in each speed reducer after completion of other work. Ship’s force will determine the type and grade of oil being used in each speed reducer and will supply this information to the contractor.

3.5.2 Seal Renewal. The Contractor shall perform the following work:

3.5.2.1 Remove the seal housings on the input and output shafts to each speed reducer.

3.5.2.2 Provide and install new oil seal in each location.

3.5.2.3 Reinstall the seal housings upon completion of work.

3.5.3 Oil Pump Renewal. The Contractor shall perform the following work:

3.5.3.1 Provide and install a new oil pump and oil filter on each speed reducer.

3.6 Touch-up preservation. The Contractor shall prepare and touch-up coat all disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems). Abide by all touch-up requirements outlined in SFLC Std Spec 0000, Appendix A (Requirements for Preservation of Ship Structures).

3.6.1 Restore all affected systems.

19 (REV-0)

S16_010_11400_JAH_0617_282

WORK ITEM 4: Deck Plating Under RO Units, Repair

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to repair a hole in the deck plating in the Main Machinery Room upper level under the reverse osmosis filter housings.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 282-WMEC 103-1, Rev E, 1st & 2nd Platforms Coast Guard Drawing 282-WMEC 114-4, Rev G, Main Bulkheads (Fwd) Coast Guard Drawing 282-WMEC 601-2, Rev D, CGC ALEX HALEY General Arrangements

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3486C, 23-AUG-06, Reverse Osmosis Desalination

Plant - Model RC7000 Plus Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0740, Jan 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

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.1 (SSPC-SP 1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

20 (REV-0)

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

Not Applicable.

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.

3.1.3.1 In past repairs, the Coast Guard has noted evidence of lead based paint on decks and bulkheads in the cutter. The Contractor shall take all precautions to prevent spread of lead based contamination and to protect contractor and Coast Guard personnel from lead dust during the performance of this work item.

3.1.3.2 It is not the intent of the Coast Guard to remove all of the lead based paint. Only paint required to perform repairs shall be removed. Remaining paint shall be considered contained/abated when covered with an additional coat of epoxy paint.

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:

• Reverse Osmosis Desalinization Plants.

• Lead based paint.

3.1.5 Hot Work. Conduct all hotwork in accordance with SFLC Std Spec 0740.

3.2 Background Information.

During a recent inspection, a 5 inch dia. hole was noted to have rotted through the deck in the Machinery Room upper level. The hole is under the Reverse Osmosis Desalinization Plant Water filter assemblies.

Although the technical manual shows that the plants are skid mounted, the two plants are not mounted this way.

3.3 Reverse Osmosis equipment removal. The Contractor shall perform the following work:

3.3.1 Prior to commencing work, have ship’s force demonstrate the operation of the two (2) main Reverse Osmosis plants. Verify that both plants operate correctly. Submit a CFR.

3.3.2 Disassemble the reverse osmosis plants as required to access the deck area around the hole.

3.3.3 Power tool clean approximately twenty-five (25) sq. ft. of deck area around the hole under the filter housings. Power tool clean the decks to tight metal in accordance with SSPC SP-3.

3.4 Structural Inspection. The Contractor shall perform the following work:

3.4.1 Visually inspect the deck in conjunction with the Coast Guard Inspector. Note any evidence of corrosion or deterioration. Identify the hole and any additional damaged areas.

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3.4.2 Take approximately 50 UT readings in areas designated by the Coast Guard Inspector to identify any wasted areas.

3.4.3 Chalk mark areas of the deck where the steel has wasted to 75% or less of its original thickness.

Original thickness of the deck and bulkhead may be obtained from CG Dwg 282 WMEC 103-1.

3.4.4 Submit a Condition Found Report to the Coast Guard Inspect making recommendations for deck renewal. The Coast Guard Inspector must approve the proposed renewal before the contractor commences renewals.

3.5 Structural Renewals. The Contractor shall perform the following work:

3.5.1 The Contractor shall crop out and renew damaged and deteriorated plating in the area described in accordance with Coast Guard Drawing 282-WMEC 103-1 and SFLC Std Spec 0740.

3.5.1.1 Actual steel repairs shall be based on identification of the amount of wasted areas identified. For bidding purposes, the Contractor shall renew fifteen (15) sq. ft. of deteriorated plating. Submit a Condition Found Report to the Coast Guard Inspector if additional repairs are required.

3.5.2 New plating shall be of similar material and mechanical properties as the adjacent material.

3.5.3 Where possible, cut all edges along existing seams. Corners shall intersect plating seams at 90 degree angles. Corners that are not formed by designed plating seams shall have a minimum radius of, three inches, or one-eighth of the transverse dimension of the cut, whichever is greater.

3.5.4 Ensure that welding does not warp or cause any distortion to adjacent plating.

3.5.5 NDI. The Contractor shall perform NDI of the plate renewal in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR.

3.6 Preservation And Painting. The Contractor shall perform the following work:

3.6.1 After completion of the ultrasonic testing and decking renewal, feather the edges of the prepared deck to mate with surrounding painted areas. Feather the surrounding surfaces to obtain a 3-inch wide smoothly tapered boundary from the existing paint to the prepared surface.

3.6.2 Solvent wipe all deck and bulkhead areas where paint was disturbed or removed. Solvent wipe in accordance with SSPC SP-1. Remove all dust, grease, oil, or other contaminants from all prepared areas.

3.6.2.1 The Coast Guard Inspector will verify all surface preparation.

3.6.3 Upon verification from the Coast Guard Inspector on all surface preparation, prime and coat all prepared surfaces to match existing adjacent surfaces in accordance with the applicable sections of SFLC Std Spec 6310.

3.6.3.1 Paint with two (2) coats of epoxy paint, 4-5 mils dft per coat, color to match existing.

3.7 Equipment reassembly. The Contractor shall perform the following work:

3.7.1 After completion of structural repairs and painting, reassemble the reverse osmosis plants.

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3.7.2 Test operate the reverse osmosis plants in the presence of the Coast Guard Inspector. Verify that the plants are operating correctly. Submit a CFR.

3.8 Touch-up preservation. The Contractor shall prepare and coat all new and disturbed exterior and interior surfaces to match existing adjacent surfaces, in accordance with SFLC Std Spec 6310. Abide by all touch-up requirements outlined in SFLC Std Spec 6310.

23 (REV-0)

S17-001_59300_JAH_0617_282

WORK ITEM 5: Miscellaneous Piping Repairs, Various Areas

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew various sections of sewage and grey water piping. The work in this specification item covers work in various CSMP Items, including CSMP 17-001, CSMP 17-002, and CSMP 17-009,

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 282-WMEC 505-1, Rev A, CG Conversion Modifications to Plmbing

System and Gray Water Drains Coast Guard Drawing 282-WMEC 593-2, Rev B, CG Conv Mods to Sewage and Vacuum Flush

System Coast Guard Drawing 282-WMEC 593-6, Rev -, 01 Level Ofcr Quarters Black & Grey Water

System Piping Modifications Coast Guard Drawing 282-WMEC 505-17, Rev -, Mods to Crews Sanitary Space Incid to

Women At Sea Installation Coast Guard Drawing 282-WMEC 505-18, Rev -, Plumbing Mods Incid to Women At Sea

Installation Coast Guard Drawing 282-WMEC 505-19, Rev -, Plumbing Drain Mods for Mn Deck Berthing

Installation Coast Guard Drawing 282-WMEC 505-22, Rev A, Removal Instruction Piping Women Aboard

Ship Berthing & Sanitary Spaces Coast Guard Drawing 282-WMEC 545-32, Rev H, Diagrammatic Arrangement of Sewage

Treatment System Coast Guard Drawing 282-WMEC 601-2, Rev G, CGC ALEX HALEY General Arrangements

COAST GUARD PUBLICATIONS

Coast Guard Technical Publication (TP) 3425, Vacuum Sewage System

24 (REV-0)

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

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

OTHER REFERENCES

The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR. None.

3.1.2 Technical Representative. 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). Known interferences include, but are not limited to the below-listed:

• Vidmar Cabinet

• Bathroom Stall Door

• Bulkhead and Overhead Insulations

3.2 Hotwork. The Contractor shall conduct all hotwork in accordance with SFLC Std Spec 0740. All welds shall be continuous, 100% efficient welds.

3.3 Job Description And Requirements. The Contractor shall perform the following work:

Ship’s force has located several sections of leaking piping in the sewage and grey water system.