Attachment 1- LEAD-ASBESTOS ABATEMENT AND ASSESSMENTS Rev 0 Spec Final.pdf

PDF 400 KB Posted Oct 16, 2020

Attached to: LEAD AND ASBESTOS ABATEMENT
Solicitation number: 70Z08521RP4503400
Issued by: Department of Homeland Security US Coast Guard

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Amendment 0006 Lead and Asbestos IDIQ.docx	DOCX document	Nov 23, 2020
Amendment 0005 - Lead and Asbestos IDIQ - Extension Solicitation Close date.docx	DOCX document	Nov 16, 2020
Amendment 0005 - SF1449 - 70Z08521RP4503400 - Lead and Asbestos Solicitation.pdf	PDF	Nov 16, 2020
Amendment 0004 - Lead and Asbestos IDIQ - RFC Answer.docx	DOCX document	Nov 13, 2020
Amendment 0003 - Lead and Asbestos IDIQ - RFC Answers.docx	DOCX document	Nov 11, 2020
Amendment 0003 - 70Z08521RP4503400 Solicitation.docx	DOCX document	Nov 11, 2020
Amendment 0002 Lead and Asbestos IDIQ.docx	DOCX document	Nov 3, 2020
Amendment 0002 - 70Z08521RP4503400 Solicitation.docx	DOCX document	Nov 3, 2020
Amendment 0002 - Attachment 6 - Past Performance Questionnaire.doc	DOC document	Nov 3, 2020
Amendment 0001 Lead and Asbestos IDIQ.docx	DOCX document	Oct 20, 2020
Attachment 7 - Request for Clarification.docx	DOCX document	Oct 20, 2020
Attachment 3 - SFLC-Std-Spec-3041-(2018).pdf	PDF	Oct 20, 2020
Attachment 6 - Past Performance Questionnaire.doc	DOC document	Oct 20, 2020
Attachment 8 - Schedule of Supplies and Services.xls	XLS spreadsheet	Oct 16, 2020
Attachment 2 SFLC Standared Spec-0000 General Requirements.docx	DOCX document	Oct 16, 2020
SF1449 - 70Z08521RP4503400 - Lead and Asbestos Solicitation (2).pdf	PDF	Oct 16, 2020
Attachment 6 Past Performance Questionnaire.doc	DOC document	Oct 16, 2020
Attachment 7 Request for Clarification doc.docx	DOCX document	Oct 16, 2020
Attachment 4 - SFLC-Std-Spec-3042-(2018).pdf	PDF	Oct 16, 2020
Attachment 5 IBCT List of Cutters and Barges.xlsx	XLSX spreadsheet	Oct 16, 2020
70Z08521RP4503400 Solicitation Lead and Asbestos.docx	DOCX document	Oct 16, 2020

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LEAD AND ASBESTOS REMEDIATION ON USCG CUTTERS AND

BARGES

SPECIFICATION

Developed By: James Luck

(Rev-0, 06 Jun 2019)

LEAD AND ASBESTOS ABATEMENT / ASSESSMENTS ON USCG CUTTERS AND BARGES

ii (Rev -0)

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 General Requirements WORK ITEM 1: WORK ITEM 1: Interferences, Remove and Reinstall WORK ITEM 2: WORK ITEM 2: Contaminated Loose Gear, Dispose WORK ITEM 3: WORK ITEM 3: Ship Structures, Test for Presence of Hazardous Material WORK ITEM 4: WORK ITEM 5: Lead Dust, Clean WORK ITEM 5: WORK ITEM 6: Lead-Based Paint and Asbestos-Containing Material, Abate or

Encapsulate WORK ITEM 6: WORK ITEM 7: Lead-Based Paint, Abate or Encapsulate WORK ITEM 7: WORK ITEM 8: Ship Structures, Perform ACM Condition Assessment iii (Rev -0)

REVISIONS RECORD

This page is used to record specification revisions, which may have occurred subsequent to a Revision 0 (Rev-0) package. Information listed is intended to provide contractors and field unit personnel a means to ensure all the current specification revision pages are present when reviewing or utilizing this specification package.

DATE REV# WORK

ITEM#

CHANGES MADE

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

iv (Rev -0)

CONSOLIDATED LIST OF REFERENCES

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

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

Commandant Instruction Manuals: https://www.dcms.uscg.mil/Our-Organization/Assistant- Commandant-for-C4IT-CG-6/The-Office-of-Information-Management-CG-61/About-CG-Directives- System/Commandant-Instructions/

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 BUS 103-7, Rev B, Booklet of General Plans (65400)

Coast Guard Drawing 65 BUS 103-6, Rev D, Booklet of General Plans (65401)

Coast Guard Drawing 65 WYT 0103-3, Rev -, Booklet of General Plans

Coast Guard Drawing 65B WYT 0103-3, Rev -, Booklet of General Plans (65607-09)

Coast Guard Drawing 65B WYT 0103-14, Rev -, Booklet of General Plans (65610-12)

Coast Guard Drawing 65B WYT 0103-8, Rev D, Booklet of General Plans (65613-15)

Coast Guard Drawing 65 WD 103-5, Rev D, Booklet of General Plans

Coast Guard Drawing 65B WD 103-7, Rev C, Booklet of General Plans

Coast Guard Drawing 75 WAGL 0103-006, Rev C, Booklet of General Plans

Coast Guard Drawing 75C WAGL 0103-23, Rev 4, Gen Design Plans & Outboard Profile (75401-05)

Coast Guard Drawing 75D WAGL 0103-4, Rev D, Gen Arrg Main Deck &Hold

Coast Guard Drawing 75D WAGL 0103-7, Rev D, Inboard Profile

Coast Guard Drawing 75E WLR 0103-1, Rev 1, Outboard Profile & Arrg Plan

Coast Guard Drawing 75E WLR 0103-2, Rev 2, Inboard Profile & Hold Arrg Plan

Coast Guard Drawing 75F WLR 070-001, Rev 2, Booklet Of General Plans

Coast Guard Drawing 642 WAGL 0103-4, Rev F, Booklet Of General Plans

Coast Guard Drawing 180 TE 103-5, Rev J, Booklet of Plans (BLUEBELL) (313)

Coast Guard Drawing 180 TE 0103-007, Rev 3, Booklet Of General Plans

Coast Guard Drawing 101 WTGB 801-008, Rev N, Booklets of General Plans v (Rev -0)

Coast Guard Drawing 160 WLIC 0103-2, Rev A, Booklet of General Plans

Coast Guard Drawing 68B CGB 0103-8, Rev 1, General Arrangement Plan and Outboard Profile

Coast Guard Drawing 70 CGB 0103-1, Rev 1, Outboard Profile and Deck Plans

Coast Guard Drawing 84 CGB 0103-2, Rev 4, General Arrangement Plan, and Outboard Profile

Coast Guard Drawing 90B CGB 0103-1, Rev C, Outboard Profile and Arrangement for 90’x 24’x 6’-6” Barge

Coast Guard Drawing 100A CGB 0103-1, Rev 1, Booklet of General Plans

Coast Guard Drawing 120 BARGE 601-001, Rev C, General Arrangement and Profile

Coast Guard Drawing 130 CGB 71-77 085-001, Rev B, General Arrangements Main Deck Plan

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, 2013, 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 2016, Occupational Safety and Health Standards

Code of Federal Regulations (CFR) Title 40, 2017, Protection of the Environment

The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP 1), 2015, Solvent Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal vi (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.

vii (Rev -0)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

This section page is not applicable to this specification package.

1 (Rev -0)

00000_1214_FLT

REC_00000_FLT_ MATOC Dockside (1014)

General Requirements

1. SCOPE

1.1 Intent. This standard specification invokes general requirements for conducting Vessel repairs performed for assets under MATOC by Commercial Contractor at CG Facility for Coast Guard vessels.

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, 2013, 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 2016, Occupational Safety and Health Standards

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal

3. REQUIREMENTS

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

NOTE

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

2 (Rev -0)

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

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

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

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with (COMDTINST) M10360.3D , Chapter 5 (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 MI0360.3) are strictly prohibited.

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

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

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

3.5.2 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.

3.5.2.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is as designated in the Task Order.

3.5.2.2 Plans and permits. As designated in the Task Order, the CG Facility has unit specific permits including the following:

3.5.3 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 (Rev -0)

3.5.4 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.

3.5.5 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.

3.5.6 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).

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

3.5.7.1 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.

3.5.7.2 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.

3.5.7.3 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.

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.