CAMPBELL_(WMEC_270B)_DS_FQ3_CAP_19R0.doc

USCGC CAMPBELL (WMEC 909)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2019

Developed By: Carlos A Palenzuela (Rev-0, 27 December 2018)

TABLE OF CONTENTS

iiiRevisions Record ivConsolidated List of References ixConsolidated List of Government-furnished Property xConsolidated List of Critical Inspection Items xiPrincipal Characteristics

1General Requirements

15WORK ITEM 1: Sw Heat Exchangers; Clean, Inspect And Hydro

21WORK ITEM 2: Main Diesel Engine (MDE) Exhaust Piping, Commercial Clean

25WORK ITEM 3: Ship Service Diesel Generator (SSDG) Exhaust Piping, Commercial Clean

29WORK ITEM 4: Chill Water System, Clean And Flush

33WORK ITEM 5: Potable Water Pneumatic Tank(s), Clean and Inspect

37WORK ITEM 6: Hot Water Accumulator Tanks, Clean and Inspect

40WORK ITEM 7: Compressed Air Receivers and System Valves (All), Clean, Inspect, Hydro and Lift

46WORK ITEM 8: Fin Stabilizer Actuator, Renew

49WORK ITEM 9: Fin Stabilizers Hydraulic Oil Cooler, Clean & Flush

52WORK ITEM 10: Single Point Davit or Articulating Crane, Inspect And Service

56WORK ITEM 11: Grey Water Holding Tank(s), Clean and Inspect

60WORK ITEM 12: Sewage Holding Tank(s), Clean and Inspect

64WORK ITEM 13: Sewage Pump/Motor Assembly, Overhaul

68WORK ITEM 14: Sewage Piping, Clean And Flush

72WORK ITEM 15: Padeyes, Inspect and Test

75WORK ITEM 16: Decks - Exterior, Preserve (“Non-Skid Broadcast Grit” System)

79WORK ITEM 17: Deck Covering (Interior Wet/Dry), Renew

83WORK ITEM 18: Bridge Windows, Renew

86WORK ITEM 19: Watertight Doors and Scuttles (External), Renew

90WORK ITEM 20: Vidmar Cabinet Foundations, Renew

92WORK ITEM 21: Detacouple, Renew

94WORK ITEM 22: Hand Wash Station, Install

98WORK ITEM 23: OTHB Fueling Station Pump Relief Valve, Replace

101WORK ITEM 24: Refrigerant Leak Detection System (Dry Stores), Upgrade

105WORK ITEM 25: 400 HZ Power Supply (FCX Systems Inc.), Load Test

110WORK ITEM 26: 28 Volt DC Helicopter Rectifier Power Supply, Transformer Isolation Test

112WORK ITEM 27: Windspeed Transmitter (Anemometer), Renew

114WORK ITEM 28: Flow Meter (Aviation Fuel), Calibrate

117WORK ITEM 29: Helo Talon Grids, Inspect And Test

121WORK ITEM 30: Decks - Exterior, Preserve (“Mil-Spec/Flight Deck” System)

125WORK ITEM 31: Tanks (Mp Fuel Stowage And Overflow), Clean And Inspect

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.

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 the 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 – from links located on the SFLC website. Commercial sites provide access to their respective documents.

COAST GUARD DRAWINGS

Coast Guard Drawing {xxxxxx}, Rev {x}, Title Coast Guard Drawing 901 WMEC 185-014, Rev K, Auxiliary Machinery Space 1 Foundations Coast Guard Drawing 901 WMEC 261-005, Rev F, Small Boat Fueling Station Coast Guard Drawing 901 WMEC 320-035, Rev AJ, As-Built Electrical One-Line Diagram Coast Guard Drawing 901 WMEC 501-002, Rev K, Aux Mchry Space No.2 Arr.

Coast Guard Drawing 901 WMEC 505-008, Rev C; Bhd, Dk & Shell Piping Penetrations Coast Guard Drawing 901 WMEC 516-017, Rev A, Mods Incidental to the Carrier Reefer Plant Install Coast Guard Drawing 901 WMEC 516-018, Rev-, Reefer Plant Freon Leak Detection System Installation Coast Guard Drawing 901 WMEC 528-002, Rev J, Soil Wwtr Drns Mchry Sp. A & D Coast Guard Drawing 901 WMEC 528-011, Rev-, Aux Machinery Space No.1 Hand Washing Station Coast Guard Drawing 901 WMEC 528-012, Rev -, Aux Machy Space No.1 Hand Washing Station-BEAR Only Coast Guard Drawing 901 WMEC 531-012, Rev B, Reverse Osmosis Plant A & D Coast Guard Drawing 901 WMEC 531-014, Rev A, Reverse Osmosis Plant – Potable Water Mod Coast Guard Drawing 901 WMEC 565-005, Rev -, Fin Stabilizer Hydraulic System Diagram Coast Guard Drawing 901 WMEC 593-005, Rev H, Sewage Vac Sys Diag Coast Guard Drawing 901 WMEC 593-006, Rev J, Sew Vacuum Sys Below Main Deck Coast Guard Drawing 901 WMEC 593-024, Rev-, Sewage Vacuum Sys Below Main Deck Instln FWD FR 103 Coast Guard Drawing 905 WMEC 111-003, Rev F, Shell Exp Fr 101-182 Coast Guard Drawing 905 WMEC 131-001, Rev C, Main Deck Plating and Framing, FWD 101 Coast Guard Drawing 905 WMEC 131-002, Rev B, Main Deck Plating & Framing Aft 182 Coast Guard Drawing 905 WMEC 131-002, Rev B, Main Deck Plating and Framing, AFT 182 Coast Guard Drawing 905 WMEC 131-003, Rev C, Main Deck Plating and Framing, 101 – 182 Coast Guard Drawing 905 WMEC 131-103, Rev B, Main Deck Plating and Framing, 101 – 182 (907 – 913) Coast Guard Drawing 905 WMEC 136-001, Rev D, 01 Level Pl & Fr Fwd 101 Coast Guard Drawing 905 WMEC 136-001, Rev D, 01 Level Plating and Framing, FWD 101 Coast Guard Drawing 905 WMEC 136-002, Rev D, 01 Level Plating and Framing, AFT 182 Coast Guard Drawing 905 WMEC 136-003, Rev D, 01 Level Pl & Fr 101-182 Coast Guard Drawing 905 WMEC 136-003, Rev D, 01 Level Plating and Framing, 101 - 182 Coast Guard Drawing 905 WMEC 141-002, Rev C, 1st Platf Pltg & Framing, Aft 182 Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks Coast Guard Drawing 905 WMEC 167-001, Rev M, List of Structural Closures Coast Guard Drawing 905 WMEC 185-014, Rev D, Aux Mchry Space #1 Fdns Coast Guard Drawing 905 WMEC 201-001, Rev H, Engine Room Arrangement Coast Guard Drawing 905 WMEC 259-001, Rev D, Diesel Exhaust System Diagram Coast Guard Drawing 905 WMEC 259-002, Rev C, Diesel Exhaust System Arr & Det Coast Guard Drawing 905 WMEC 261-006, Rev E, Small Boat Fueling Station Coast Guard Drawing 905 WMEC 320-007, Rev F, Power System 02 Level & Above Coast Guard Drawing 905 WMEC 320-014, Rev AC, Electrical One-Line Diagram Coast Guard Drawing 905 WMEC 320-018, Rev -, Power System Mods Pilothouse Hinged Window Replacement Coast Guard Drawing 905 WMEC 504-001, Rev B, Misc Instrument Panel A&D Coast Guard Drawing 905 WMEC 505-007, Rev J, Piping Sys Cleaning & Flushing Procedures Coast Guard Drawing 905 WMEC 514-001, Rev F, HVAC System Diagram Coast Guard Drawing 905 WMEC 514-020, Rev E, CHW & HW Sys Diag Coast Guard Drawing 905 WMEC 514-021, Rev C, CHW & HW System Machinery Spaces A&D Coast Guard Drawing 905 WMEC 514-022, Rev B, CHW & HW Piping System Mn Dk & Blw A&D Coast Guard Drawing 905 WMEC 514-024, Rev B, CHW & HW Pipe Sys 01 Lvl & Abv – A&D Coast Guard Drawing 905 WMEC 516-022, Rev A, Mods Incidental to the Carrier Reefer Plant Install Coast Guard Drawing 905 WMEC 516-023, Rev-, Reefer Plant Freon Leak Detection System Installation Coast Guard Drawing 905 WMEC 531-010, Rev A, Reverse Osmosis Plant – Potable Water Mod Coast Guard Drawing 905 WMEC 533-003, Rev F, Potable Water Brominator System Diagram Coast Guard Drawing 905 WMEC 533-003, Rev G, Potable Water Brominator System Diagram Coast Guard Drawing 905 WMEC 551-001, Rev R, Compressed Air System Diagram Coast Guard Drawing 905 WMEC 551-007, Rev A, Air Receivers Instl & Arr Coast Guard Drawing 905 WMEC 565-007, Rev H, Fin Stabilizer Mchry Installation A&D Coast Guard Drawing 905 WMEC 583-6, Rev C, Articulating Crane A & D Coast Guard Drawing 905 WMEC 583-7, Rev D, Articulating Crane Hydraulic Sys Diag Coast Guard Drawing 905 WMEC 583-8, Rev B, Articulating Crane Hydraulic Sys – A & D Coast Guard Drawing 905 WMEC 593-001, Rev C, Vacuum Flush Collection System Electrical Schematic Diagram Coast Guard Drawing 905 WMEC 593-002, Rev A, Vacuum Sewage System Comp Installation A&D Coast Guard Drawing 905 WMEC 593-003, Rev D, Sewage Transfer System Diagram Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System A&D Coast Guard Drawing 905 WMEC 593-004, Rev D, Sewage Transfer System, Arrangement and Details Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vac Sys Diagram Coast Guard Drawing 905 WMEC 593-005, Rev B, Sewage Vacuum System Diagram Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vac Sys Below Mn Dk – A&D Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Arrangement and Details Coast Guard Drawing 905 WMEC 593-006, Rev F, Sewage Vacuum System Below Main Deck Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System Above Main Deck Arrangement and Details Coast Guard Drawing 905 WMEC 593-007, Rev D, Sewage Vacuum System, Main Deck and Above – A&D Coast Guard Drawing 905 WMEC 611-001, Rev F, Load-Handling Davits – A&D Coast Guard Drawing 905 WMEC 611-002, Rev G, Machinery Spaces Padeyes – A&D Coast Guard Drawing 905 WMEC 611-003, Rev D, Padeyes Outside Machinery Spaces – A&D Coast Guard Drawing 905 WMEC 621-005, Rev E, Joiner Arr 01 Level Coast Guard Drawing 905 WMEC 625-001, Rev A, Window List Fxd, Plt & Aprt Coast Guard Drawing 905 WMEC 625-002, Rev B, Pilothouse Window Installation A&D Coast Guard Drawing 905 WMEC 635-001, Rev F, Hull Thermal & Acoustic Insulation A/D Coast Guard Drawing 905 WMEC 801-003, Rev F, General Arrangement-02/Pilothouse & Above Coast Guard Drawing 905 WMEC 801-003, Rev H, General Arrangement 02/Pilothouse & Above Coast Guard Drawing 905 WMEC 801-004, Rev C, General Arrangement-01 Level Coast Guard Drawing 905 WMEC 801-004, Rev F, General Arrangement 01 Level Coast Guard Drawing 905 WMEC 801-005, Rev E, General Arrangement-Main Deck Coast Guard Drawing 905 WMEC 801-006, Rev D, General Arrangement 1st Platform NAVSEA Drawing 803-1385866, Rev E, Penetration, Bulkhead and Deck

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual Coast Guard Technical Publication (TP) 2815, July 2010, Reduction Gear Coast Guard Technical Publication (TP) 2817, Apr 2008, Controllable Pitch Propeller System Coast Guard Technical Publication (TP) 2820, Dec 2010, Ship Service Diesel Generator Coast Guard Technical Publication (TP) 2837, Dec 2010, Manufacturer’s Instruction Book - SWBS Group(s) 565-582 Coast Guard Technical Publication (TP) 2837, Jul 2016, Manufacturer’s Instruction Book SWBS Group(s) 565-582, Heat Exchanger Coast Guard Technical Publication (TP) 2837, Jul 2016, Manufacturer’s Instruction Book, SWBS Group(s) 565, 270’ WMEC “B” Class Cutters, SWBS 565, Section C, Fin Machinery and Hydraulics Subsystems Coast Guard Technical Publication (TP) 2838, Section 583-D, Dec 2007, Technical Manual for Iowa Tooling Co. Articulating Boat Crane Coast Guard Technical Publication (TP) 2839, SWBS 593, Feb 2013, Sewage Holding System Coast Guard Technical Publication (TP) 4647, Aug 2008, FM/ALCO 251 Engine – Operations and Maintenance Manual Coast Guard Technical Publication (TP) 4911, SWBS 516, Dec 2014, R-134A Low Temperature Refrigeration Plant – Type 2 Coast Guard Technical Publication (TP) 9033, SWBS 436, Dec 2014, Chillgard LE Refrigerant Monitor System Coast Guard Technical Publication (TP) T9625-AA-MMO-010, May 2014, Window, Electrically Heated/Deicing Delete SFLC Std Spec 0740, if UT measurement paragraph 3.3 is not retained 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 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Processes.

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), 2014, Overhaul AC Electrical Motors Surface Forces Logistics Center Standard Specification 3041 (SFLC Std Spec 3041), 2014, Shipboard Electric 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), 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 Surface Forces Logistics Center Standard Specification 8635 (SFLC Std Spec 8635), 2014, Temporary Services Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses

OTHER REFERENCES

American National Standards Institute / American Water Works Association (ANSI/AWWA) C652, 2013, Disinfection of Water-Storage Facilities American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities American Society for Testing and Materials (ASTM) International F1508, 2016, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services American Society of Mechanical Engineers (ASME) B16.34, 2013, Valves-Flanged, Threaded, and Welding End American Standard for Testing Materials (ASTM) F 1138-98, 2014, Standard Specification for Spray Shields for Mechanical Joints ASTM International (ASTM) D1330, 2010 Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets ASTM International (ASTM) D1330, 2015, Standard Specification for Rubber Sheet Gaskets Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment Commercial Item Description (CID) A-A-59316, 2003, Abrasive Materials for Blasting Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone Commercial Item Descriptions (CID) A-A-59316, Nov 2003; Abrasive Materials for Blasting DOD-STD-2187, Aug 1987, Chemical Cleaning of Salt Water Piping Systems Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-61, 2013 Edition, Pressure Testing Of Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-67, 2011 Edition, Butterfly Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-72, 2010 Edition, Ball Valves with Flanged or Butt-Welding Ends for General Service Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) SP-80, 2013 Edition, Bronze Gate, Globe, Angle and Check Valves Manufacturers Standardization Society of the Valve and Fittings Industry (MSS), SP-58, 2009, Pipe Hangers and Supports – Materials, Design, Manufacture, Selection, Application and Installation The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 1 (SSPC-SP-1), 2004, Solvent Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No. 11 (SSPC-SP 11), 2012, 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) 2006, Joint Surface Preparation Standard SSPC-SP 10/NACE No. 2, Near-White Blast Cleaning 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)

1 ea.

1 ea.

*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 270' WMEC (B-Class)

Physical

31' 4"

Highest projection above baseline *height approximated ≈ 110' 0"

Machinery

8 shots of chain each

Tank CAPACITIES

00000_0618_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 Fire watch requirements. The Contractor shall refer to 3.3.1.3 (Fire watch requirements) of SFLC Std Spec 0000, in accomplishing the following task:

· Provide portable fire extinguishers for Coast Guard fire watch personnel. Coast Guard fire watch is in lieu of contractor personnel during the hours of 0800-1600, Monday through Friday, and limited to two Coast Guard fire watch personnel.

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 NDE 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 operational.

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 Change to 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.”

3.7.1.1 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)).”

3.7.2 Change to Std Spec 5000, paragraph D2.2.1.1 bullet, "For running rigging, furnish class 6x37, uncoated, independent wire rope core (IWRC), right regular lay (RRL) wire rope or Dyform-18, rotation resistant wire rope," to "For running rigging, furnish class 6x36, uncoated, independent wire rope core (IWRC), right regular lay (RRL) wire rope or Dyform-18, rotation resistant wire rope."

3.7.2.1 Change to Std Spec 5000, page D-2, Table D-1 title from "DYFORM-18, 6X19 AND 6X37 IWRC RRL," to " DYFORM-18, 6X19 AND 6X36 IWRC RRL"

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)

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)

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.

25610_0617_FLT

REC_25610_FLT_270’ WMEC ‘B’ Class (ALL) (1214) WORK ITEM 1: Sw Heat Exchangers; Clean, Inspect And Hydro

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean and inspect the following heat exchanger(s):

table 1 – heat exchangers

1.2 Government-furnished property.

($/UNIT)

Note to A team: Verify the dimensions of the seal immediately upon receipt. The standard size O ring for the KAM Model 12116-1 BEW cooler is 3/8" x 12 3/4", p/n 12-1 PG, which is included in Kit 12-1AEW (2930-01-602-8561). Notify the PL if the seal is incorrect.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 201-001, Rev H, Engine Room Arrangement Coast Guard Publications Coast Guard Technical Publication (TP) 2815, July 2010, Reduction Gear Coast Guard Technical Publication (TP) 2817, Apr 2008, Controllable Pitch Propeller System Coast Guard Technical Publication (TP) 2820, Dec 2010, Ship Service Diesel Generator Coast Guard Technical Publication (TP) 2837, Dec 2010, Manufacturer’s Instruction Book - SWBS Group(s) 565-582 Coast Guard Technical Publication (TP) 4647, Aug 2008, FM/ALCO 251 Engine – Operations and Maintenance Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements 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 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses Other References Commercial Item Description (CID) A-A-59588, 2013, Rubber Silicone

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.

3.1.3.1 Install blanks on the open ends of piping to prevent any contamination or foreign debris from entering the affected systems. Ensure that all cleaning equipment or media used in the cleaning process do not cause any damage to cooler components.

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 and hoses

· Filters

· Deck plating and associated framing

· Electrical cables

· Thermal insulation.

3.1.5 Temporary access openings. Due to limited access to work areas, the Contractor may, with express permission of the KO (via submission of a CFR), cut access holes to facilitate accomplishment of the work specified herein. Perform all work required to open and close the access openings in accordance with SFLC Std Spec 8636.

3.2 Environmental compliance. The Contractor shall dispose of all waste fluids in accordance with all Federal, state and local regulations. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work.

3.3 Operational test, initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test of the exhaust stack system, to demonstrate existing operational condition. Submit a CFR.

3.4 Disassemble. The Contractor shall drain and disassemble the designated heat exchangers (see paragraph 1.1 (Intent)) to the extent necessary to perform all work specified herein. The Contractor shall unship and accomplish all cleaning and inspection at the Contractor’s facility. The Contractor shall machine the GFE lantern ring(s) to fit upon reinstallation. Refer to Coast Guard Drawing 905 WMEC 201-001 and TPs 2837A 2820A (Sections E and H), 4647 (Section A), 2815 (Section A) and 2817 (Section A) for guidance.

3.4.1 Perform all disassembly and reassembly in accordance with manufacturer-recommended procedures using manufacturer-recommended tooling to ensure parts are reinstalled in proper sequence and configuration.

3.5 Inspection. Before cleaning is begun, the Contractor shall visually inspect all heat exchanger surfaces for excessive deterioration and any other defects. Submit a CFR.

3.6 Cleaning requirements. The Contractor shall clean all interior and exterior heat transfer surfaces to a state free of all debris, scale and surface contaminants in accordance with the heat exchanger manufacturer’s recommendations, and in compliance with all Federal, state, and local environmental regulations.

3.6.1 Ensure that chemical cleaners do not damage the environment, heat exchanger or the vessel.

NOTE

Historically, chemical cleaning has been necessary to thoroughly clean most heat exchanger tubes.

3.7 Reassembly. After authorized repairs, if any, the Contractor shall reassemble each heat exchanger.

3.7.1 Renew all software (seals, gaskets, O-rings, lantern rings).

3.7.2 Renew isolation fittings/mounts and fasteners if disturbed. Apply silicone rubber sealant conforming to CID A-A-59588 around all fasteners, nozzles or gaskets that penetrate the hull.

3.7.3 Renew all hoses, thermostats and anodes as applicable.

3.7.4 Refill all heat exchanger fluid levels in accordance with manufacturer and vessel specifications. Prior to recirculation through the engines, the Contractor shall test the jacket water for chloride and nitrite concentrations in accordance with manufacturer recommendations in the presence of the Coast Guard Inspector. Submit a CFR.

3.8 Reinstallation. After completion of testing and all authorized repairs, if any, the Contractor shall reinstall each cooler (if previously removed). Where applicable, renew all zinc electrode plates, gaskets, and recessed hex-head bolts in accordance with the manufacturer's specifications. Apply a copper-based anti-seize compound on all bolts, and torque in accordance with manufacturer’s specifications.

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

3.10 Cleanliness requirement. The Contractor shall ensure that all cleaned surfaces are one hundred percent free of debris and surface contaminants. Submit a CFR.

CAUtion Extreme precaution must be taken to not exceed manufacturer’s recommended test pressure during hydrostatic testing.

3.11 Pressure test. After all authorized work is complete and prior to reconnecting the heat exchanger(s), the Contractor shall pressure test each heat exchanger to the manufacturer’s recommended test pressure in accordance with the applicable Coast Guard drawing listed under Section 2 (References). In the absence of a specified test pressure noted in the Coast Guard drawing, the Contractor shall pressure test each heat exchanger in accordance with paragraph C2.7 (Heat exchangers and fluid coolers) of SFLC Std Spec 5000. Ensure zero leakage from or permanent deformation of pressure-containing parts by repairing all leaks, deformations, and discrepancies. Submit a CFR.

3.12 Label plates. The Contractor shall attach an anodized aluminum test data plate to each heat exchanger using epoxy resin cement. Ensure that each plate is engraved with ¼-inch high letters, stating the following:

· Test pressure.

· Test date.

· Testing facility.

NOTE

If the heat exchanger design makes mounting a test data plate impractical, the Government reserves the right to request written documentation of the above-listed testing data in lieu of a test data plate, at no additional cost to the Government.

3.13 Leak test. After reconnecting the heat exchanger(s) on the vessel (and post undocking, if applicable), the Contractor shall perform an operational test of the heat exchanger and associated system piping for one hour using the system fluid at normal operating pressure. Ensure zero visible leakage from or deformation of mechanical parts by repairing all leaks and discrepancies. Submit a CFR.

4. NOTES

4.1 Contractor furnished equipment. The following parts list is provided to assist the Contractor in identifying some of the parts that may be required to accomplish the work detailed above for each fin stabilizer heat exchanger. This list may not reflect the most recent part number changes by the manufacturer; and this list is not fully comprehensive of the parts required to accomplish this work item. The Contractor shall verify all part numbers and quantities with the manufacturer, prior to ordering. The Contractor is cautioned to verify the cost of all materials required to complete this work item prior to submitting a bid price.

P01 NBR “A” GLUE ON

Channel Plate Gasket

P01 NBR “B” GLUE ON

Channel Plate Gasket

Ring Gasket Connection Gasket - small Alpha Laval P/N:

3226309846

25901_0617_FLT

REC_25901_FLT_270 WMEC ‘B’ Class (ALL) (0118) WORK ITEM 2: Main Diesel Engine (MDE) Exhaust Piping, Commercial Clean

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean the Main Diesel Engine (MDE) exhaust piping system, including the associated stack uptakes.

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings Coast Guard Drawing 905 WMEC 162-001, Rev B, Stacks Coast Guard Drawing 905 WMEC 259-001, Rev D, Diesel Exhaust System Diagram Coast Guard Drawing 905 WMEC 259-002, Rev C, Diesel Exhaust System Arr & Det Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Surface Forces Logistics Center Standard Specification 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses Other References Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment

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 such as the turbo and flowerpots, 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:

· Access covers

· Exhaust stack

· MDE

· Piping

·…