ATTACHMENT_1_-_BERTHOLF_(WMSL_418)_DS_FQ2_GWW_18R1_Combined__doc_(2)_final.docx

USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2018

Developed By: Garrett W Wright (Rev-1, 10 July 2017)

TABLE OF CONTENTS

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2018

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 BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2018

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 750 WMSL 801-001, Rev A, Booklet of General Plans (ASC801001) Coast Guard Drawing 750 WMSL 100-001, Rev H, General Arrangements (ASC100001) Coast Guard Drawing 750 WMSL 100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750 WMSL 522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750 WMSL 522-002, Rev -, Machinery Space Water Mist System Description (ASC522001-02) Coast Guard Drawing 750 WMSL 555-011, Rev C, Machinery Space Watermist System Schematic (ASC555049) Coast Guard Drawing 750 WMSL 801-001, Rev B, Booklet of General Plans (ASC801001) Coast Guard Drawing 750-WMSL 100-60, Rev C, General Arrangements Hull 3 & Follow (AS3100001) Coast Guard Drawing 750-WMSL 582-1, Rev D, Anchoring, Mooring, And Towing Arrangement (ASC582001) Coast Guard Drawing 750-WMSL 582-2, Rev E, Mooring and Towing Arrangement (ASC582002) Coast Guard Drawing 750-WMSL 801-1, Rev A, Booklet of General Plans (ASC801001) Coast Guard Drawing 750-WMSL 801-4, Rev -, Booklet of General Plans (ASC801001) Coast Guard Drawing 750-WMSL 100-019, Rev J, Unit 1330 Structure - 2nd Deck to Main Deck - Fr 22 to Fr 35 (ASC100133) Coast Guard Drawing 750-WMSL 100-034, Rev J, Unit 2330 Structure - 2nd Deck to Main Deck - Fr 52 to Fr 64 (ASC100233) Coast Guard Drawing 750-WMSL 100-039, Rev L, Unit 3140 Structure Mn Dk to 01 Lvl - Fr 64 to Fr 76 (ASC100314) Coast Guard Drawing 750-WMSL 100-043, Rev K, Unit 3240 - Main Deck to 01 Level - Fr 76 to Fr 82 (ASC100324) Coast Guard Drawing 750-WMSL 100-049, Rev K, Unit 4220 Structure - 02 Lvl and Above - Fr 33 to Fr 44 (ASC100422) Coast Guard Drawing 750-WMSL 100-052, Rev J, Unit 4320 Structure 02 Lvl and Above - Fr 48 to Fr 53 (ASC100432) Coast Guard Drawing 750-WMSL 100-053, Rev J, Unit 4420 Structure - 01 Level and Abv - Fr 52 to Fr 67 (ASC100442) Coast Guard Drawing 750-WMSL 100-054, Rev H, Stack - Fr 48 to Fr 57 (ASC100443) Coast Guard Drawing 750-WMSL 100-055, Rev E, Unit 4130 - Structure - 03 Level - Pilot House (ASC100413) Coast Guard Drawing 750-WMSL 167-003, Rev C, Hatch & Scuttle List, Ship Wide (NSC 1 & 2 Only) (ASC167003) Coast Guard Drawing 750-WMSL 167-503, Rev A, Structural Door List Coast Guard Drawing 750-WMSL 505-1, Rev C, List of Relief Valves (ASC505001) Coast Guard Drawing 750-WMSL 583-4, Rev -, Stern Launch & Recovery Arrangement & Details (Asc) Coast Guard Drawing 750-WMSL 600-046, Rev F, Fab & Instl of Hull Outfit Design, Unit 4130 (ASC600413) Coast Guard Drawing 750-WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001) Coast Guard Drawing 750-WMSL 801-001, Rev B, Booklet of General Plans (ASC801001) Coast Guard Drawing 750-WMSL-100-001, Rev H, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M (ASC508001) Coast Guard Drawing 750-WMSL-512-001, Rev G, HVAC System Diagram (ASC512001) Coast Guard Drawing 750-WMSL-512-51, Rev A, Vent Arr Stack Unit 4430 (ASC512443) Coast Guard Drawing 750-WMSL-514-001, Rev C, Chilled Water System Schematic (ASC514014) Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002) Coast Guard Drawing 750-WMSL-516-007, Rev C, Chilled Water Unit 1330 (ASC516133-Cw) Coast Guard Drawing 750-WMSL-516-009, Rev B, Chilled Water Unit 2130 (ASC516213-Cw) Coast Guard Drawing 750-WMSL-516-011, Rev A, Chilled Water Unit 2230 (ASC516223-Cw) Coast Guard Drawing 750-WMSL-516-013, Rev D, Chilled Water Unit 2330 (ASC516233-Cw) Coast Guard Drawing 750-WMSL-516-015, Rev B, Chilled Water Unit 3130 (ASC516313-Cw) Coast Guard Drawing 750-WMSL-516-016, Rev C, Chilled Water Unit 3140 (ASC516314-Cw) Coast Guard Drawing 750-WMSL-516-017, Rev C, Chilled Water Unit 3230 (ASC516323-Cw) Coast Guard Drawing 750-WMSL-516-018, Rev B, Chilled Water Unit 3240 (ASC516324-Cw) Coast Guard Drawing 750-WMSL-516-019, Rev B, Chilled Water Unit 3330 (ASC516333-Cw) Coast Guard Drawing 750-WMSL-516-022, Rev B, Chilled Water Unit 4210 (ASC516421-Cw) Coast Guard Drawing 750-WMSL-516-025, Rev D, Chilled Water Unit 4420 (ASC516442-Cw) Coast Guard Drawing 750-WMSL-520-001, Rev D, Seawater Cooling System Diagram (ASC520001) Coast Guard Drawing 750-WMSL-520-003, Rev B, Machinery Central Seawater Cooling System Schematic (ASC520012) Coast Guard Drawing 750-WMSL-520-013, Rev D, Salt Water Cooling Unit 3110 (ASC520311-SW) Coast Guard Drawing 750-WMSL-520-020, Rev -, Seawater Cooling System Diagram WMSL 750 Only (AS1520001) Coast Guard Drawing 750-WMSL-520-021, Rev -, Salt Water Cooling Unit 2130 (ASC520213-SW) Coast Guard Drawing 750-WMSL-520-501, Rev -,ASW System Seawater Strainer Modifications Coast Guard Drawing 750-WMSL-520-505, Rev A, Auxiliary Seawater Piping Mod AMR & Shaft Alley Coast Guard Drawing 750-WMSL-555-xxx, Rev Coast Guard Drawing 750-WMSL-593-90, Rev - Sewage System Diagram WMSL 750 Only NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck NAVSEA Drawing 804-1385781, Rev E, Hangers, Pipe, for Surface Ships NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation Details NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details NAVSEA Dwg 803-5184129, Rev C, Door, Steel Balanced NAVSEA Dwg 803-6397268, Rev A, Doors WT, Quick Acting Arrangement

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Manual (TechMan 7141), 25-JUN-07, Ultra Fog High Pressure Sprinkler Systems Coast Guard Technical Publication (TP) 7018, 31-MAY-07, Main Gas Turbine (MGT) - Model 7LM2500-SB-MLG10-Installtion Instructions Coast Guard Technical Publication (TP) 7019, 31-MAY-07, Main Gas Turbine - Model LM2500 - Service Manual Coast Guard Technical Publication (TP) 7065, 15-JUN-07, Forward and Aft CAPSTAN - Model 20834 Coast Guard Technical Publication (TP) 7087, 04-OCT-07, Pressure Relief Valve Coast Guard Technical Publication (TP) 7097, 21-JUN-07, Fire Protection System - Model FM-200 Coast Guard Technical Publication (TP) 7118, Carbon Dioxide Fire Protection System – Series 70 Coast Guard Technical Publication (TP) 7185, 18-OCT-07, Multi-Blade, Automatic Shut Off Dampers - Model 1470 Coast Guard Technical Publication (TP) 7525, 26-MAR-08, Cutter Information Book (Cib) - Auxiliary Machinery (Vol. IV) Coast Guard Technical Publication (TP) 7525, Cutter Information Book Auxiliary Machinery (Vol. IV) – Rev. 1 Coast Guard Technical Publication 7427 (TP 7427), 2014, R-102 Restaurant Fire Suppression System – Design, Installation, Recharge and Maintenance Manual Commandant Instruction M10360.3C (COMDTINST M10360.3C), 11 Mar 2005, Coatings and Color Manual Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 2014, General Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2012 General Requirements Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 3020 (SFLC Std Spec 3020), 2012, Overhaul AC Electrical Motors In-Shop Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard Electrical Cable Test Surface Forces Logistics Center Standard Specification 3042 (SFLC Std Spec 3042), 2014, Shipboard Electrical Cable Removal, Relocation, Splice, Repair, and Installation Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2012, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 5000 (SFLC Std Spec 5000), 2014, Auxiliary Machine Systems Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 6341 (SFLC Std Spec 6341), 2014, Install Interior Deck Covering Systems USCG, HWSL Guidance/Fall Protection Plan, Working Aloft Aboard Cutter

OTHER REFERENCES

MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment American Welding Society, AWS D1.2-96, 1996, Structural Welding Code, Steel ASTM International (ASTM) A53, 2005, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) F593, 2002, Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs ASTM International (ASTM) F594, 2008, Standard Specification for Stainless Steel Nuts ASTM International (ASTM) F683, 2003, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery Code of Federal Regulations (CFR) Title 29, Part 1915, Section 15, 2007, Shipyard Employment Commercial Item Description (CID) A-A-59588, 2005, Rubber Silicone DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems DOD-STD-2188, Apr 1987, Babbitting of Bearing Shells Federal Specification (Fed Spec) HH-P-151, Mar 1991, Rubber-Sheet, Cloth Insert MIL-A-24179, Jun 1987, Adhesive, Flexible Unicellular-Plastic Thermal Insulation MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment MIL-DTL-15024F General Specifications for Plates, Tags, and Bands for Identification of Equipment MIL-DTL-24244, May 2000, Insulation Material, With Special Corrosion, Chloride, and Fluoride Requirements MIL-I-16411, Nov 1988, Insulation Felt, Thermal, Glass Fiber MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness MIL-PRF-24613, Dec 1990, Deck Covering Materials, Interior, Cosmetic Polymeric MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness MIL-STD-419, Jul 1987, Cleaning and Protecting Piping, Tubing and Fittings for Hydraulic Power Transmission Equipment MIL-Y-1140, Sep 1985, Yarn, Cord, Sleeving, Cloth, And Tape- Glass National Fire Protection Association (NFPA) 25, 2011, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2013, Power Tool Cleaning to Bare Metal The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2004, Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10 (WAB)/NACE WAB-2, 2015, Near-White Metal Wet Abrasive Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2004, Near-White Blast Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings SSPC-SP 1, 11/1/2004; Solvent Cleaning The Society for Protective Coatings SSPC-SP 3, 11/1/2004; Power Tool Cleaning

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2018

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.

($/UNIT)

Type XIV

*Government-loaned property, which shall be returned to the vessel upon completion of the availability.

**New or refurbished equipment that the Government may provide for installation in place of existing equipment.

***Government-furnished property, which is to be supplied by either the vessel or the C4IT ServiceCenter

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)):

Principal Characteristics

418' WMSL

Physical

Machinery

Hull

HSLA-80 Steel

ABS EH 36 Steel

ABS AH 36

Frame spacing

Electrical

TANK CAPACITIES

00000_1216_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.

APM: For availabilities to be conducted at Coast Guard facilities, the Contractor must be provided the USCG Activity Generator Status for the Coast Guard Facility.

Provide the Generator Status code in paragraph 3.5.1.1, and other applicable environmental permits in paragraph 3.5.1.2 below.

Ensure the CG Base or Sector Environmental POC for this is actively engaged in the early planning for this availability to ensure the Facility can accommodate the planned work.

3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is _________.

APM: If applicable, provide the list of unit-specific plans and permits required, and provide description of the specifics of these plans in paragraph 3.5.1.2. Otherwise delete paragraph 3.5.1.2.

CG Base or Sector Environmental POC must provide theses details.

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

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

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

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

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

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

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 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:

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

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

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

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

3.7.1.4 Standard Spec 6310, page Appendix A-7, Under "UNDERWATER (U/W) BODY/BOOT-TOP", Add line Column 1: Option for U/W Body and Boot-Top, Steel Hulls, <154', in Salt Water. Column 2: Blank. Column 3: SSPC-SP 10/NACE NO. 2 using grit conforming to MIL-A-22262 / (1.5-3.5) - or - SSPC-SP WJ-2(M)/NACE WJ-2(M). Columns 4 and 5: Same as "U/W Body and Boot-Top, Aluminum Hull, High Speed (>30 knots)".

3.7.2 SFLC Standard Specification 0000 General Requirements.

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

3.7.2.2 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

4. NOTES

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

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:

Abrasive Sieve Size:

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

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

Place Surface Profile

Place Surface Profile Replica Tape Here Place Surface Profile Replica Tape Here

Reading (mils):

Reading (mils):

Reading (mils):

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

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:

Abrasive Sieve Size:

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

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Reading (mils):

Mean Reading (mils)

Mean Reading (mils) IAW ASTM DD4417).

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

SOLUBLE SALT CONDUCTIVITY Measurements IAW SSPC-GUIDE 15.

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):

Avg.

Location (Frame Reference):

Avg.

Location (Frame Reference):

Avg.

S16_052_50500_LCM_0417_750

Relief Valves, Inspect And Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test the relief valves listed in Table.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 750-WMSL 505-1, Rev C, List of Relief Valves (ASC505001) Coast Guard Drawing 750-WMSL 520-1, Rev H, Seawater Cooling Diagram (ASC520001) Coast Guard Drawing 750-WMSL 522-1, Rev G, Diagram Machinery Space Water Mist (ASC522001) Coast Guard Drawing 750-WMSL 551-1, Rev J, Compressed Air System Description (ASC551001-02)

Coast Guard Publications Coast Guard Technical Publication (TP) 7087, 04-OCT-07, Pressure Relief Valve Commandant Instruction M10360.3C (COMDTINST M10360.3C), 11 Mar 2005, Coatings and Color Manual Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 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 near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

· Piping systems

· Insulation

3.2 Paragraph title. The Contractor shall inspect and test the relief valves listed in Table 1.

TABLE 1 – relief valves

26GA10L-120/S4

26GA10L-120/S4

26FA10L-120/S4

26FA10L-120/S4

26DA10L-140/S4

26FA10L-140/S4

26FA10L-140/S4

26DA10L-120/S4

26EA10L-120/S4

26DA10L-120/S4

3.3 Valve removal and tagging. Prior to removal, the Contractor shall identify and tag all valves listed in Table 1 with location, service, and relief pressure. The Coast Guard Inspector will assist in locating the valves.

3.3.1 The Contractor shall ensure that, in accordance with Std Spec 0000, the relief valve is isolated, isolation valves tagged, and pressure is relieved prior to removal.

3.3.2 Disconnect any interferences and necessary piping, and remove the valves. Metal blank flanges with gaskets shall be installed over the pipe openings, securing with at least four bolts, 90 degrees apart. Pipe plugs or other closures may be used to prevent contamination of the system, depending on the valve removed. Blank flanges shall be at least ¼" thick.

3.4 Relief valves. The Contractor shall accomplish the following for all designated relief valves using 750-WMSL 505-1 and TP 7087 for guidance.

3.4. Clean and visually inspect all parts for defects, deterioration dirt, scale, rust, grease, and marine growth. Inspect all valve openings for obstructions and damage to the valve seat, disc, and body. Submit a CFR

3.4.2 Using the appropriate test fluid, shop test each relief valve to the correct lifting pressure. Ensure that each valve seats cleanly after pressure relief, without simmering, and with no allowable leakage. Adjust the valve relief pressure as necessary to obtain the required lifting pressure. After adjustment, perform a final test to confirm each relief valve's lifting pressure with the Coast Guard Inspector present. Submit a CFR.

3.5 Valve preservation. Power tool clean each valve body in accordance with SSPC SP-3. Paint each valve with two (2) coats of paint prior to reinstallation. Follow the color coding guidelines in COMDTINST M10360.3 for paint colors for each valve and valve handwheel.

3.6 Valve identification. Provide the Coast Guard Inspector with CFR documenting the test pressure and relief pressure (lifting pressure) for each valve. Affix a metal tag, using lock wire, to each valve showing the following information:

· Ship name and hull number

· Valve number or identification

· Valve lifting pressure

· Date valve tested and set

· Name and location of repair facility (Contractor).

3.7 Valve reinstallation. Upon completion of shop work, remove blank flanges, pipe plugs, etc. and clean, dress, and true gasket mating surfaces. Install the relief valves along with any removed piping or interferences in the presence of the Coast Guard Inspector. Renew gaskets and seals in kind.

3.8 Leak test – post installation. After all authorized repairs of mechanical (i.e. threaded, bolted, etc.) joints, the Contractor shall perform an operational test of the affected system using the system fluid at normal operating pressure. No leakage is acceptable. Repair all leaks and discrepancies found. Submit a CFR.

3.9 Flange shields. Provide and install new flange spray shields on all flange connections which serve flammable liquids.

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

This section is not applicable to this work item.

S16_052_50500_LCM_0417_750

Relief Valves, Renew or Overhaul (Optional)

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew or overhaul the relief valves listed in Table 1.

This Work Item is associated with the relief valves that fail the shop test under Work Item “Relief Valves, Inspect and Test”.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 750-WMSL 505-1, Rev C, List of Relief Valves (ASC505001) Coast Guard Publications Coast Guard Technical Publication (TP) 7087, 04-OCT-07, Pressure Relief Valve Commandant Instruction M10360.3C (COMDTINST M10360.3C), 11 Mar 2005, Coatings and Color Manual Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 0000, Jan 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 near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

Piping systems Insulation

3.2 Paragraph title. The Contractor shall renew or overhaul and test the relief valves listed in Table 1.

TABLE 1 – relief valves

26GA10L-120/S4

26GA10L-120/S4

26FA10L-120/S4

26FA10L-120/S4

26DA10L-140/S4

26FA10L-140/S4

26FA10L-140/S4

26DA10L-120/S4

26EA10L-120/S4

26DA10L-120/S4

3.3 Valve removal and tagging. Prior to removal, the Contractor shall identify and tag all valves listed in Table 1 with location and service, system working pressure, and relief pressure. The Coast Guard Inspector shall assist in locating the valves.

3.3.1 The Contractor shall ensure that, in accordance with Std Spec 0000, the relief valve is isolated, isolation valves tagged, and pressure is relieved prior to removal.

3.3.2 Disconnect any interferences and necessary piping, and remove the valves. Install blank flanges with gaskets over the pipe openings, securing with at least four bolts, 90 degrees apart. Pipe plugs or other closures may be used to prevent contamination of the system, depending on the valve removed. Blank flanges shall be at least ¼" thick.

3.4 Valve overhaul. The Contractor shall overhaul, pressure test, and set each valve to the lifting setpoint pressure indicated in the Table 1.

3.4.2 Inspect all valve openings for obstructions and damage to the valve seat, disc, and body.

3.4.3 Clean all valves of foreign matter including, but not limited to, dirt, scale, rust, grease, and marine growth. Clean valve discs and seats to bright metal without injuring parts.

3.4.4 Check valve stems for trueness and realign them as necessary. Straighten stem to within 0.002 inch total indicator reading, as required. Polish stem to a 32 RMS finish and remove raised edges and foreign matter.

3.4.5 Machine, grind-in, or lap and spot-in metallic disc to seat to obtain a 360 degree continuous contact between the disc and seat. If additional work is required to achieve a continuous seat, such as building up by welding, submit a CFR. Verify proper valve seating by spotting-in with Prussian blue in the presence of the Coast Guard Inspector.

3.4.6 Clean, chase, and tap valve stem threads and exposed threaded areas.

3.4.7 Dress and true gasket mating surfaces.

3.4.8 Reassemble all overhauled valves.