BRIDLE_(WYTL_65B)_UPDS_FQ4_PJM_15R0.docx

USCGC BRIDLE (WYTL 65607)

SPECIFICATION FOR UNPLANNED DOCKSIDE REPAIRS

FY2015

Developed By: Philip J Murray LCDR Amy M Lockwood LTjg Tyler J Richardson (Rev-0, 04 September 2015)

TABLE OF CONTENTS

USCGC BRIDLE (WYTL-65B) UNPLANNED DOCKSIDE AVAILABILITY FY2015

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.

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.

USCGC BRIDLE (WYTL-65B) UNPLANNED DOCKSIDE AVAILABILITY FY2015

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 65 WYT 191-001, Rev -, Ballast Box Arrg’t. & Details Coast Guard Drawing 65B WYT 0103-14, Rev -, Booklet of General Plans (65610-65612) Coast Guard Drawing 65B WYT 0103-3, Rev -, Booklet of General Plans (65607-65609) Coast Guard Drawing 65B WYT 1101-1, Rev E, Construction Plan Shell expansion and Sections (65607-12)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0085 (SFLC Std Spec 0085), 2012, General Requirements for Drawing Preparation 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

Code of Federal Regulations (CFR) Title 29, Part 1910, Subpart Z, 1910.1025, 2011, Toxic and Hazardous Substances-Lead Federal Specification (Fed Spec) QQ-L-171, Mar 1988, Lead Pig MIL-A-24456, Jun 1979, Adhesive for Plastic Vibration-Damping Tile MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-23236, Sep 2009, Coating Systems for Ship Structure

USCGC BRIDLE (WYTL-65B) UNPLANNED DOCKSIDE AVAILABILITY FY2015

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.

USCGC BRIDLE (WYTL-65B) UNPLANNED DOCKSIDE AVAILABILITY FY2015

This section is not applicable to this package.

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)):

1 Lead Dust, Clean

Principal Characteristics - Tender 65' WYTL (B-Class: 65607-65609)

Physical

Hull

Hull/ main weatherdeck material

Superstructure

Machinery

00000_0315_FLT

REC_00000_FLT_ Commercial Project @ CG Facility (1212) General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard 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.

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 conditionally exempt small quantity generator.

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, 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 adequately 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 Additional Requirements. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

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:

None.

4. NOTES

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

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

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.

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.

| DP - Surface |

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

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 and 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 Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils Place Surface Profile Replica Tape Here Reading:__________ mils

Mean Mil Reading (IAW ASTM D4417-Method C) for above 15 readings: ______________

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

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 and 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.

Mean Mil Reading (IAW ASTM D4417-Method B) for above 10 readings (by column):

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

(microsiemens/cm)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2

*BASE METAL READING (BMR)

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

Location (Frame Reference): ___________________

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

Overall Avg. DFT

ADJUSTMENTS

Avg.

S_59300_ESD_0115_SWIT

S15_007_59300_PJM_0815_HULL65607

WORK ITEM 1: Lead Dust, Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and remove lead dust contamination in the location(s) identified in Table 1:

Table 1 – Compartment (S) DESIGNATED for Cleaning

Recirculation Ventilation

Clean and Encapsulate entire ducting from inlet to outlet and associated components, and fixtures. This is approximately 12 feet.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 65B WYT 0103-3, Rev -, Booklet of General Plans (65607-65609) 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 None

3. REQUIREMENTS

3.1 General.

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

3.6 Lead dust and paint condition for Fan Space

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 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:

Deck plates, including associated hardware.

Tow reel and line.

Fresh Water Tank Shelving and associated equipment.

Piping.

HALON system and associated piping.

Wiring Compartment Contents Asbestos Containing Material. Contractor shall not disturb asbestos containing material.

Galley Equipment Miscellaneous

3.2 Lead dust cleaning particulars. The Contractor shall accomplish all lead dust clean-up tasks for the surfaces designated in Table 1, in accordance with SFLC Std Spec 000, Appendix A or B and Coast Guard Drawing (s) identified in Section 2. Additional applicable requirements include, but are not limited to the following:

Additional protective measures.

Lead dust wipe sampling.

Waste disposal.

NOTE

Appendix A of SFLC Std Spec 0000 pertains to work performed at Contractor Operated (Non-USCG) Facilities; Appendix B applies to work performed at USCG Facilities.

3.3 Pre-and post work lead dust sampling - for non-affected spaces. Before and after completion of cleaning job, the Contractor shall conduct lead dust wipe sampling in non-affected location(s) listed in Table 2. Refer to sub-paragraph paragraph titled “Lead dust wipe sampling” in SFLC Std Spec 0000, Appendix A or B, as applicable.

NOTES

1. Pre-work sampling for non-affected adjacent compartments is for the purpose of establishing baseline of initial condition.

2. Post-work sampling for non-affected adjacent compartments is for verifying whether or not contamination has occurred as a result of improper protective measures.

Table 2. Lead Dust Wipe Pre-SamplING

3.4 Lead dust cleaning particulars. The Contractor shall accomplish all lead dust clean-up tasks for the surfaces designated in Table 1, in accordance with SFLC Std Spec 000, Appendix A or B and Coast Guard Drawing (s) identified in Section 2. Additional applicable requirements include, but are not limited to the following:

· Additional protective measures.

· Lead dust wipe sampling.

· Waste disposal.

NOTE

Appendix A of SFLC Std Spec 0000 pertains to work performed at Contractor Operated (Non-USCG) Facilities; Appendix B applies to work performed at USCG Facilities.

3.5 Additional cleaning. In addition to the designated compartment(s), clean compartment porous and non porous contents, which include, but are not limited to the following:.

· Deck plates.

· Tool boxes.

· Tow reel.

· Shelving for DC gear and SCBA.

· FFE Bags and contents.

· Fire hoses.

· Wood shoring.

· Mooring lines.

· Fenders.

· Stokes litter and bag.

· Rescue swimmer bag and equipment.

· SCBA Straps.

· Carpet.

note Diamond plate decking has historically required extensive and multiple cleanings to achieve satisfactory post sampling results.

3.6 Lead dust and paint condition for Fan Space. Submit a CIR with the results of lead testing and paint condition of the Fan Space. Include a recommendation to abate or encapsulate if the presence of lead is confirmed.

4. NOTES

This section is not applicable to this work item.

TCTO_TQ2000_19111_BllstCntnmnt_WYTL65_WED_0714_WYTL65 REC_TCTO_TQ2000_19111_BllstCntnmt_WYTL6565’ WYTL ‘B’ (65607 CGC BRIDLE) (0315) WORK ITEM 2: Fixed Ballast (Lead Ingots), Encapsulate, Contain and Relocate

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to encapsulate, contain, and relocate existing lead ingot (pig) ballast, currently located between frames 32 and 345 in the Aft (Main) Hold.

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 65B WYT 0103-3, Rev -, Booklet of General Plans (65607-65609) Coast Guard Drawing 65B WYT 1101-1, Rev E, Construction Plan Shell expansion and Sections (65607-12) Coast Guard Drawing 65 WYT 191-001, Rev -, Ballast Box Arrg’t. & Details

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 Surface Forces Logistics Center Standard Specification 0850 (SFLC Std Spec 0085), 2014, General Requirements for Drawing Preparation

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 29, Part 1910, Subpart Z, 1910.1025, 2011, Toxic and Hazardous Substances-Lead Federal Specification (Fed Spec) QQ-L-171, Mar 1988, Lead Pig MIL-A-24456, Jun 1979, Adhesive for Plastic Vibration-Damping Tile MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-23236, Sep 2009, Coating Systems for Ship Structure The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2004, Solvent Cleaning

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. 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). Know interferences include, but are not limited to the following:

Deck plates, including associated hardware.

Ballast retention flat bars.

Piping.

Start battery boxes.

3.1.5 Certification documentation. At the Arrival Conference, the Contractor shall submit documentation to the COR demonstrating that all primary and sub contractors possess all Local, State, and Federal certification licenses for dealing with lead hazards.

WARNING

Lead is considered a toxic and hazardous substance. Adhere to all applicable requirements in 29 CFR 1910.10252. Ensure all retained and new lead ingots that have not been encapsulated are kept wet prior to handling, to minimize generation of airborne lead oxide dust.

3.2 Specific work to be accomplished. The Contractor shall accomplish the following tasks, using Coast Guard Drawings 65B WYT 0103-3, 65B WYT 1101-1, 65 WYT 191-001, and 65 WYT-191-001 as guidance.

3.2.1 Ingot removal.

3.2.1.1 Remove and retain the existing lead ballast ingots from the designated ballast location, shown in 1.1 (Intent).

3.2.1.2 Remove and dispose of existing rubber lining between longitudinal and transverse structural members in accordance with federal, state, and local regulations.

3.2.1.3 Store all removed ingots in safe and suitable storage location - until reinstallation.

3.2.2 Ingot cleaning, inspection and weighing.

3.2.2.1 Solvent-clean ingots, in accordance with SSPC-SP 1. Capture, contain, and dispose of all wastes from solvent cleaning, in accordance with all Federal, state and local regulations.

3.2.2.2 Perform a visual inspection of each ingot, to determine any existing damage. Document any ingot found to be not in conformance to Fed Spec QQ-L-171 Grade B or Grade C.

3.2.2.3 Weigh, to the nearest pound, and document the weight of each ingot. Mark associated weight on each ingot. In addition, tabulate and document total weight of all ingots removed. Submit a CFR for inspection and weighing results.

NOTES

1. Reported weight of existing ballast ingots and new required total ballast weight are listed in Table 1 (Ballast Plan Upgrade Effect).

2. Damaged ingots will be replaced, via a Change Request (CR), with new ingots conforming to Fed Spec QQ-L-171 Grade B or Grade C, if necessary, to achieve the required total ballast weight for the cutter.

3. The Coast Guard reserves the rights to retain excess ingots – and will advise the Contractor to turn over said ingots (via a Change Request), if necessary.

3.2.3 Ingot encpsulation. Thoroughly and uniformly coat all surfaces of all ingots with suitable epoxy coating, conforming to MIL-PRF-23236, Type VII, Class 7/18, Grade C, to a thickness of 20-30 mils DFT, applied in a single coat, in accordance with manufacturer’s recommendations.

NOTE

Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance.

3.2.3.1 Select color Red Oxide.

3.2.3.2 Legibly mark or stencil the weight onto the ingot’s coated surfaces, after coating has dried.

3.2.4 Installation preparation. Prior to lead ingot reinstallation, do the following:

3.2.4.1 Containment boxes. Fabricate and install ballast containment boxes, to facilitate new ballast weight distribution, in accordance with Table 2 (New Ballast Weight Distribution), and as follows: 2 starboard ballast boxes in the Aft Hold, as shown Coast Guard Drawing 65WYT 191-001, Sheets 1,2,3,4, 6, and 7. These boxes will need to be customized for CGC BRIDLE. Do use drawing 191-001 as guidance, but the measurements on the drawing are not correct for the cutter. Measurements will need to be taken prior to assembling these boxes. Lead ingots will need to be staged in proposed configuration and measured. Consult with Port Engineer, submit CR/CFR to document box dimensions modifications.

NOTES

1. Ballast boxes may be modified if local interferences prevent installation in accordance with the drawing. Such modifications must be documented and shall be as close as possible to original installation plan.

2. Locations of boxes may need to be moved slightly depending on space availability, but should be as close as possible to the proposed locations, as shown on the drawing.

3. Ballast containment boxes may not be placed in way of any limber/drain holes or anyplace that would create interference or impairment to the inspection and maintenance of shipboard systems.

3.2.4.1.1 Preservation. Prepare and coat all internal and external surfaces of each containment box, using the system specified for “Bilges, Cofferdams, and Forepeaks, Steel; Option 2 or 3”, in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems). Select finish/top coat color to match existing adjacent surfaces.

3.2.4.1.2 Rubber lining. Furnish, size, and cut (to suit), and secure 1/8-inch thick rubber material conforming to MIL-PRF-1149, secured with adhesive conforming to MIL-A-2445, to line the inner surfaces of the containment boxes.

3.2.5 Ingot installation. Install all lead ingots in the containment boxes. Ensure the following:

Ingots are evenly distributed and installed tightly in each containment box.

No ingots are cut in any way.

Total ballast weight in each box shall be to the nearest half-ingot.

NOTES OF CAUTION

1. Reinstallation of the lead ingot ballast should be done with the cutter afloat and with the vessel as close to the full load condition as possible.

2. List and trim of the vessel during the installation of the ballast must be observed by stopping to check draft marks periodically. Small variations in the initial plan for the distribution of ballast may be needed as the ballast is installed. The final goal is to place the required amount of ballast in the vessel and achieve zero list and 2” - 4” of trim by the bow.

3. Tank and liquid levels should not be changed during moving/installation of the ballast.

3.3 Touch-up preservation. 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.)

3.4 Documentation. Upon completion of work, the Contractor shall submit a CFR documenting the following:

Redline Coast Guard Drawing 65WYT 191-001, to any significant changes to construction boxes, including dimensions and weight of boxes.

Exact locations where the ballast containment boxes have been installed, specifying the frame(s) and longitudinal(s) bounding the spaces.

Number of ingots and total ingot weight installed in each containment box.

TABLE 1. BALLAST PLAN UPGRADE EFFECT

TABLE 2. NEW BALLAST WEIGHT DISTRIBUTION

3.5 Approximate final full load condition of cutter. The Contractor shall correct list and mitigate trim using the existing amount of lead onboard as detailed in the Tables 2 & 3. After ballast has been installed, document and submit draft marks to the KO. When taking draft readings, account for vessel drag as described in Table 4.

TABLE 3. DRAFT CORRECTION

Draft Correction to Account for built-in Hull Drag

4. NOTES

4.1 Hazard Communication. Coast Guard personnel will apply appropriate Hazardous Material warning decals onto all newly installed lead containment boxes. See Figure 3.

FIGURE 3. HAZARDOUS MATERIAL DECAL

S_63000_ESD_0115_SWIT

S15_007_63000_100PrcntLdCtngAbtmnt_TJR_0915_65607 Lead-Based Paint, 100% Abatement, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to abate lead based paint (LBP) in the location(s) identified in Table 1.

Table 1 - Abatement LOCATIONS

(approxIMATED SQFT

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 65B WYT 0103-3, Rev -, Booklet of General Plans (65607-65609)

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

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

Not applicable.

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).

3.1.5 Hazardous material disclosure. The Contractor shall be aware of the presence of lead in excess of 0.009 percent by weight (0.018 mg/cm2, or 90 ppm) in primer coatings in the affected locations.

3.1.6 Pre-and post abatement lead dust sampling - for non-affected spaces. Before and after completion of abatement job, the Contractor shall conduct lead dust wipe sampling in non-affected location(s) listed in Table 2. Refer to sub-paragraph paragraph titled “Lead dust wipe sampling” in SFLC Std Spec 0000, Appendix A or B, as applicable.

NOTES

1. Pre-abatement sampling for non-affected adjacent compartments is for the purpose of establishing baseline of initial condition.

2. Post-abatement sampling for non-affected adjacent compartments is for verifying whether or not contamination has occurred as a result of improper protective measures.

TABLE 2 - LEAD DUST WIPE SAMPLING

3.2 Abatement particulars. Accomplish LBP abatement requirements, as specified in SFLC Std Spec 000, Appendix A or B, and Coast Guard Drawing (s) identified in Section 2 for the surfaces identified in Table 1.

3.2.1 Be aware that surfaces to be abated also include all structural members associated with/adjacent to designated surfaces, in addition to lighting fixtures, pipe runs, and junction boxes.

NOTES

1. SFLC Std Spec 0000, Appendix A applies to availabilities performed at contractor operated (non-USCG) facilities; Appendix B pertains to work accomplished at USCG facilities.

2. Abatement specific requirements in Appendix A or B of SFLC Std Spec 0000 include, but are not limited to the following:

+ Additional protective measures.

+ HAZMAT removal/surface preparation.

+ Post-surface preparation clearance sampling and inspection.

+ Lead dust clean-up.

+ Waste disposal.

3. If abatement work will be sub-contracted, the Prime Contractor is highly encouraged to seek out companies with a successful history of shipboard LBP abatement and containment. The Coast Guard has encountered several delays associated with Hazmat abatement to due to inexperienced contractors and/or sub-contractors, in addition to un-intended contamination of ship spaces by the spread of lead dust. Any additional contract costs caused by delays associated with abatement due to ineffective performance of a subcontractor or contamination of spaces will be borne by the Prime Contractor.

3.3 Post-abatement clearance, inspection, and cleaning – order of performance. After completion of surface preparation and removal of generated debris, perform the below-specified tasks, in the specific order provided.

3.3.1 Substrate inspection. Perform visual inspection, accompanied by the CG Inspector, of all prepared surfaces. Submit a CFR.

3.3.2 Lead dust cleaning and wipe sampling. After satisfactory results of visual inspection, perform all tasks associated with lead dust cleaning and wipe sampling.

3.2.3 Surface coating. After satisfactory result of lead dust concentrations have been achieved prime and coat all affected surfaces using the applicable coating system listed in Table 3.

TABLE 3 - APPLICABLE COATING SYSTEM

*Suppliers of CG-authorized coatings are listed in Appendix C of SFLC Std Spec 0000.

This section is not applicable to this work item.

S_63000_ESD_0115_SWIT

S15_007_63000_100PrcntLdCtngAbtmnt_TJR_0915_65607 Lead-Based Paint, 100% Abatement, Perform

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to abate lead based paint (LBP) in the location(s) identified in Table 1.

TABLE 1 - ABATEMENT LOCATIONS

(APPROXIMATED SQFT

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 65B WYT 0103-3, Rev -, Booklet of General Plans (65607-65609)

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

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

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).

3.1.5 Hazardous material disclosure. The Contractor shall be aware of the presence of lead in excess of 0.009 percent by weight (0.018 mg/cm2, or 90 ppm) in primer coatings in the affected locations.

3.1.6 Pre-and post abatement lead dust sampling - for non-affected spaces. Before and after completion of abatement job, the Contractor shall conduct lead dust wipe sampling in non-affected location(s) listed in Table 2. Refer to sub-paragraph paragraph titled “Lead dust wipe sampling” in SFLC Std Spec 0000, Appendix A or B, as applicable.

NOTES

1. Pre-abatement sampling for non-affected adjacent compartments is for the purpose of establishing baseline of initial condition.

2. Post-abatement sampling for non-affected adjacent compartments is for verifying whether or not contamination has occurred as a result of improper protective measures.

TABLE 2 - LEAD DUST WIPE SAMPLING

3.2 Abatement particulars. Accomplish LBP abatement requirements, as specified in SFLC Std Spec 000, Appendix A or B, and Coast Guard Drawing (s) identified in Section 2 for the surfaces identified in Table 1.

3.2.1 Be aware that surfaces to be abated also include all structural members associated with/adjacent to designated surfaces, in addition to lighting fixtures, pipe runs, and junction boxes.

NOTES

1. SFLC Std Spec 0000, Appendix A applies to availabilities performed at contractor operated (non-USCG) facilities; Appendix B pertains to work accomplished at USCG facilities.

2. Abatement specific requirements in Appendix A or B of SFLC Std Spec 0000 include, but are not limited to the following:

+ Additional protective measures.

+ HAZMAT removal/surface preparation.

+ Post-surface preparation clearance sampling and inspection.

+ Lead dust clean-up.

+ Waste disposal.

3. If abatement work will be sub-contracted, the Prime Contractor is highly encouraged to seek out companies with a successful history of shipboard LBP abatement and containment. The Coast Guard has encountered several delays associated with Hazmat abatement to due to inexperienced contractors and/or sub-contractors, in addition to un-intended contamination of ship spaces by the spread of lead dust. Any additional contract costs caused by delays associated with abatement due to ineffective performance of a subcontractor or contamination of spaces will be borne by the Prime Contractor.

3.3 Post-abatement clearance, inspection, and cleaning – order of performance. After completion of surface preparation and removal of generated debris, perform the below-specified tasks, in the specific order provided.

3.3.1 Substrate inspection. Perform visual inspection, accompanied by the CG Inspector, of all prepared surfaces. Submit a CFR.

3.3.2 Lead dust cleaning and wipe sampling. After satisfactory results of visual inspection, perform all tasks associated with lead dust cleaning and wipe sampling.

3.2.3 Surface coating. After satisfactory result of lead dust concentrations have been achieved prime and coat all affected surfaces using the applicable coating system listed in Table 3.

TABLE 3 - APPLICABLE COATING SYSTEM

*Suppliers of CG-authorized coatings are listed in Appendix C of SFLC Std Spec 0000.

This section is not applicable to this work item.

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CAUTIONCAUTION

LEAD DUST HAZARD

BOX CONTAINS LEAD INGOTS

If access is required, refer to the

LEAD SAFE WORK PRACTICES.

For further information contact HSWL SC at: (757) 628 - 4403

DO NOT OPEN

CAUTION

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