WYACONDA_(WLR_75C)_UPDS_FQ2_BMM_15R0.pdf

USCGC WYACONDA (WLR 75403)

USCG 130 BARGE (13069)

SPECIFICATION FOR UNPLANNED DOCKSIDE REPAIRS

FY2015

Developed By: Benjamin M Mills

(Rev-0, 09 February 2015)

USCGC WYACONDA (WLR-75C) UNPLANNED DOCKSIDE AVAILABILITY FY2015

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics - Tender ............................................................................................................. viii Principal Characteristics - Barge .................................................................................................................. ix General Requirements WORK ITEM 1: Lead-Based Paint and Asbestos-Containing Material, 100% Abatement, Perform –

Tender and Barge WORK ITEM 2: HAZMAT - Contaminated Gear, Clean WORK ITEM 3: HAZMAT - Contaminated Gear, Dispose ii (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.

iii (Rev-0)

CONSOLIDATED LIST OF REFERENCES

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

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

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

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

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

www.gpoaccess.gov

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

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

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

• NFPA: http://www.nfpa.org

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

COAST GUARD DRAWINGS

Coast Guard Drawing 130 CGB69 111-2, Rev 9, Hull Details Side Shell Plating and Framing Coast Guard Drawing 130 CGB69 85-2, Rev -, Compartment & Access Plan @ Hold, MN. DK. & DK.

HSE.

Coast Guard Drawing 75C WAGL 103-22, Rev A, Booklet of General Plans (75403) Coast Guard Drawing 75C WAGL 3801-3, Rev D, Mods to Aft Hold Insulation, Paint to Suit Install Of

Jastram S-2-16-2-35 Coast Guard Drawing 75C WAGL 4000-3, Rev D, Equipment Arrangement to Suit Install Of Jastram S-

2-16-2-35

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

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals iv (Rev-0) 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

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health Standards

Code of Federal Regulations (CFR) Title 33 CFR, Jul 2013, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal v (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.

vi (Rev-0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

Work Item Title

This section is not applicable to this package.

vii (Rev-0)

PRINCIPAL CHARACTERISTICS - TENDER

75’ WLR (C-CLASS: CGC WYACONDA), INLAND RIVER BUOY TENDER

PHYSICAL

Length overall 75' 5-1/2" Depth 7' 8-1/2" Maximum beam 22' 5" Height of highest projection N/A Full load draft 4' 2" Full load displacement 136.1 short tons Shore tie voltage requirements 230V/200amp Frame spacing 1' 6"

MACHINERY

Number of propellers 2 Number of blades 4 Diameter of propeller 48” Pitch 40” fixed

RPM 410

viii (Rev-0)

PRINCIPAL CHARACTERISTICS - BARGE

130' CGB, BARGE

PHYSICAL

Length overall 130' 0" Depth 7' 6" Maximum beam 30' 0" Frame spacing 15" - 30" Full load draft 4’ 3" (LCF Draft) Full load displacement 240.76 Long Tons SW ix (Rev-0)

00000_0215_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

ASTM International (ASTM) 6966, 2008, Standard Practice for Collection of Settled Dust Samples Using

Wipe Sampling Methods for Subsequent Determination of Metals Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2008, Occupational Safety and Health

Standards The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2004, Power Tool Cleaning to Bare Metal Code of Federal Regulations (CFR) Title 33 CFR, Jul 2013, Navigation and Navigable Waters Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment Code of Federal Regulations (CFR) Title 49, Oct 2013, Transportation

1 (Rev-0)

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)_M10360.3C , Chapter 11 (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 5 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.

3.5.1.2 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.

2 (Rev-0)

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.

3 (Rev-0)

4. NOTES

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

4 (Rev-0)

QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

Vessel Name Hull # Work Item # Work Item Title

Location of Work (incl. frame #’s) Area (sqft)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

5 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE &

TIME

ACTIVITY

(Surface preparation, primer coat, barrier coat, top coat, etc…)

LOCATION

(Frame & Deck, relation to equipment, etc.)

TEMPERATURE

% REL.

HUMID-

ITY DEW

PT. SURFACE AMBIENT

ΔT

| DP -

Surface |

6 (Rev-0)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

Location of Work (Frame References) Area (sqft)

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 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: ______________

7 (Rev-0)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD

PROFILE ACHIEVED (mils) Min Max Mean

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

Abrasive Manufacturer 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.

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

Reading: _____ mils _____ mils _____ mils _____ mils _____ mils

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

_____ mils _____ mils _____ mils _____ mils _____ mils

8 (Rev-0)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15

DATE TEST LOCATIONS CONDUCTIVITY

(microsiemens/cm)

9 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

Coating Mfg Product Name Batch # Induction Time

Coating System Sequence (Primer/Touchup/3rd Coat, etc.)

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

SPOT 1 2 3 4 5 AVERAGE

VALUE

*BASE METAL

READING (BMR)

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

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Location (Frame Reference): ___________________

SPOT 1 2 3 4 5

Overall Avg. DFT

ADJUSTMENTS

1 Avg. BMR Deviation 3 Before

Adjustments After Adjustments

Avg.

Application Method (Airless, Conventional Spray, Rolled) Average DFT

10 (Rev-0)

S_63000_ESD_0115_SWIT

S14_025_63000_100PrcntLdAsbstsCtngAbtmnt_BMM_0115_75403

WORK ITEM 1: Lead-Based Paint and Asbestos-Containing Material, 100% Abatement, Perform – Tender and Barge

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to abate lead-based paint (LBP) and asbestos-containing material (ACM) in location(s) identified in Table 1:

TABLE 1 - ABATEMENT LOCATIONS

COMPARTMENT AFFECTED

LOCATIONS

TOTAL SURFACE

AREA

(APPROXIMATED

SQFT)

Aft Hold (2-35-0-E), Tender

Overhead and Bulkhead surfaces, including surfaces below the

Waterline

Lazarette (2-45-0-E), Tender

Overhead and Bulkhead surfaces, including surfaces below the

Waterline

Aft Hold (2-60-0-A), Barge

Bulkhead surfaces, including surfaces below the Waterline

Forward Hold (2-30-0-A), Barge

Bulkhead surfaces, including surfaces below the Waterline

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 75C WAGL 103-22, Rev A, Booklet of General Plans (75403) Coast Guard Drawing 75C WAGL 3801-3, Rev D, Mods to Aft Hold Insulation, Paint to

Suit Install Of Jastram S-2-16-2-35 Coast Guard Drawing 75C WAGL 4000-3, Rev D, Equipment Arrangement to Suit

Install Of Jastram S-2-16-2-35

11 (Rev-0)

Coast Guard Drawing 130 CGB69 85-2, Rev -, Compartment & Access Plan @ Hold, MN. DK. & DK. HSE.

Coast Guard Drawing 130 CGB69 111-2, Rev 9, Hull Details Side Shell Plating and Framing

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. 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. Submit CFR.

3.1.3.1 The Contractor shall install primary and secondary protective measures to completely isolate the Tender Aft Hold compartment from the Engine Room, to ensure Coast Guard personnel are able to access the Engine Room and perform routine rounds on running machinery/equipment.

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:

• Piping.

• Heaters.

• Shelving (welded).

• Lighting fixtures and associated wiring

• Tools

12 (Rev-0)

• Cable runs

• Tool boxes

• Parts

• Life jackets

• Personal Protection Clothing

• Junction boxes

• Equipment wiring

• Aluminum Deck Plating

• Air flask (Tender Aft Hold)

• Overhead Insulation (Tender Aft Hold)

• Searchlight controllers (Tender Aft Hold)

• ATON gear/structures/lights

• Ventilation ducting and motors

3.1.5 Hazardous material disclosure. The Contractor shall be aware of the following hazardous conditions, for the existing compartments being abated:

• Asbestos in excess of 1% is present in the existing overheads and bulkheads.

WARNING

Treat all asbestos as "friable" during removal.

• Lead is present at or in excess of 0.009 percent by weight (0.018 mg/cm2, or 90 ppm), in the primer coat.

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

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.

13 (Rev-0)

TABLE 2 - LEAD DUST WIPE AND ASBESTOS SAMPLING

COMPARTMENT # OF WIPE

SAMPLES

# OF AIR SAMPLE

Galley/Messdeck (1-32-0-Q) 5 2

Aft Hold (2-35-0-E), Tender

5 2

Lazarette (2-45-0-E), Tender

5 2

Aft Hold (2-60-0-A), Barge

5 3

Forward Hold (2-30-0-A), Barge

5 3

3.1.7 Aft Hold insulation – Tender. Remove aft hold overhead insulation prior to abatement work. Furnish and install insulation material IAW Std Spec 0000 and Coast Guard Drawing 75C

WAGL 3801-003.

3.2 Abatement particulars. Accomplish ACM and LBP abatement requirements, as specified in SFLC Std Spec 0000, 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 level with the deck plates and bilge, in addition to lighting fixtures, pipe runs, tank covers, 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 and ACM 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.

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3.2.2 Surface coating. After satisfactory results of lead dust concentration have been achieved, prime and coat all affected surfaces using the coating system specified for “Condensation, Spaces Subjected to” in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting System).

4.1 Figures below depict ACM locations and/or interferences.

FIGURE 1. SHELVING AND EQUIPMENT INTERFERENCES, BARGE AFT HOLD (2-60-0-A)

FIGURE 2. ACM ON BULKHEAD PORT SIDE BARGE AFT HOLD (2-60-0-A)

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FIGURE 3. ACM ON BULKHEAD BEHIND STORAGE, BARGE FWD HOLD (2-30-0-A)

FIGURE 4. ACM ON BULKHEAD BEHIND STORAGE, BARGE FWD HOLD (2-30-0-A)

FIGURE 5. AIR FLASK INTERFERENCE LOCATED PORT SIDE OF COMPARTMENT

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FIGURE 6. LAZARETTE COMPARTMENT, 2-45-O-E

FIGURE 7. EXAMPLE OF COATING SYSTEM FAILURE THROUGHOUT COMPARTMENTS.

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S_00021_CntmntdGrDspsl_BMM_0115_75403

WORK ITEM 2: HAZMAT - Contaminated Gear, Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean various ACM contaminated gear, as designated, as listed in Table 1.

TABLE 1 - GEAR DESIGNATED FOR CLEANING

SPACE/COMPARTMENT DESCRIPTION

FWD HOLD (BARGE)

AFT HOLD (BARGE)

Standing/Loose Rigging gear (100 pieces) Various hardware/fasteners ( 1 – 5’X5’ storage bin) Various ATON gear:

24 Lanterns 12 Battery boxes 24 Solar panels

Loose Tools:

4 Grinders 4 Needle guns

10-15 Large Loose tools

(1) Tool Box (3’X4’) w/ various hand tools.

Battery Powered Tools (25 pieces)

(1) 24”x36” Refrigerator

(3) Vidmar Storage units w/ (ship’s spare parts inventory)

(1) Welded shelf units w/ (ship’s spare parts inventory) (Total of 250 items)

20 special tool kits 30 Hand tools 100’ rubber door gasket material 50’ of general gasket material

(1) General puller kit

(1) Refrigerant Evac unit

(1) Refrigerant Vac. Pump

(1) Refrigerant gauge manifold

(2) Refrigerant storage bottles

(1) 3’x3’ storage bin assemblies w/ various pipe fittings and hardware

(1) 3’x3’ storage bin w/ 20 special tool kits

(1) Stand-up Reefer/Freezer Combo

(1) Chest Freezer

18 (Rev-0)

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

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).

3.2 Cleaning particulars. The Contractor shall clean all designated gear, in accordance with SFLC Std Spec 0000, Appendix A or B. Applicable requirements include, but are not limited to the following:

• Waste disposal.

• Similar procedures for Lead Dust Cleaning

NOTE

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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.

4. NOTES

This section is not applicable to this work item.

20 (Rev-0)

S_00021_CntmntdGrDspsl_BMM_0115_75403

WORK ITEM 3: HAZMAT - Contaminated Gear, Dispose

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to dispose of various ACM-contaminated gear, as designated, as listed in Table 1.

TABLE 1 - COMPARTMENT ITEMS DESIGNATED FOR DISPOSAL

SPACE/COMPARTMENT DESCRIPTION

FWD Hold (Barge)

AFT Hold (Barge)

10 Synthetic Endless Round Slings 12 Dry suits 12 Mustangs 10 Type III PFDs 6 Mooring Lines 2 Pairs of Hip-Waders 2 Couches

20 Pairs of the following:

Winter Boots Watch caps Balaclavas Thermal Shirts Thermal Pants Socks Rain Gear Helmets Goggles Gloves Sweat shirts/T-shirts

(1) 3’x3’ Book shelf w/ various manuals and records 10 roles of paper towels 3 Spare FFE’s Fire boots (3 pairs) 10 paper air filters for various equipment 10 cardboard boxes containing various parts:

Contains elec. J-boxes, conduit, stuffing tubes, etc.

1.2 Government-furnished property.

None.

21 (Rev-0)

2. REFERENCES

COAST GUARD DRAWINGS

None.

COAST GUARD PUBLICATIONS

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

OTHER REFERENCES

Code of Federal Regulations (CFR) Title 40, Jul 2013, Protection of the Environment

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).

3.2 Gear disposal particulars. The Contractor shall accomplish the following tasks, for the designated gear, using in accordance with SFLC Std Spec 0000, Appendix A or B, as applicable.

NOTE

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.

3.2.1 Unship all designated loose gear to a suitable and secure location, away from weather.

3.2.2 Segregate and weigh contaminated gear. Submit a CFR with results.

3.2.4 Dispose of removed gear in accordance with all applicable Federal, state, and local regulations.

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This section is not applicable to this work item.

23 (Rev-0)