ATTACHMENT_1_-_Specifications_Rev_3.doc

USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2018

Developed By: Wright, Garrett W LTJG (Rev-3, 10 July 2017)

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

11WORK ITEM 1: Main Gas Turbine (MGT) Water Wash Tank, Clean, Inspect and Hydro

15WORK ITEM 2: Circuit Breakers(Draw Out), Inspect and Test

25WORK ITEM 3: Anchor Windlass Level 2 Inspect and Repair

29WORK ITEM 4: Hot Water Tanks, Clean and Inspect

33WORK ITEM 5: Compressed Air Receivers Clean, Inspect and Hydrotest

37WORK ITEM 6: Piping and Valve Insulation, Renew

41WORK ITEM 7: Cargo Handling Elevator, Annual Inspection and Test, Perform

45WORK ITEM 8: Carriage Winch, Annual Inspection and Test

49WORK ITEM 9: Helo Hangar Door, Inspect and Test

53WORK ITEM 10: Oily Water Separator System, Groom

60WORK ITEM 11: Helo Hangar Door Curtain Assembly, Preserve (100 %)

65WORK ITEM 12: Deck Covering (Slip-Resistant), Renew

72WORK ITEM 13: Refrigeration Plants, System Repairs

77WORK ITEM 14: Deck Covering (Polymeric), Renew

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.

Re-Work

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 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 WSML-801-001, Rev B, Booklet of General Plans (ASC801001)

Coast Guard Drawing 750-WMSL 259-004, Rev -, Main Prop Dsl / Ss Dsl Gen Air Intake / Exhaust System Description (ASC259002-02)

Coast Guard Drawing 750-WMSL-624-001, Rev E, Inter & Ext Joiner Dr, Lock & Passing Window List & Dets (ASC624001)

Coast Guard Drawing 750-WMSL-651-002, Rev C, Scullery Arrangement (ASC651002)

Coast Guard Drawing 750-WMSL-259-003, Rev F, Main Prop DSL / SS DSLGen Air Intake / Exhaust Diagram (ASC259002)

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-100-002, Rev G, Inboard and Outboard Profiles (ASC100002)

Coast Guard Drawing 750-WMSL-100-004, Rev G, Topside Configuration (ASC100004)

Coast Guard Drawing 750-WMSL-100-041, Rev F, UNIT 3220 Structure 1st Platform to 2nd Deck - Fr 76 To Fr 88 (ASC100322)

Coast Guard Drawing 750-WMSL-101-009, Rev D, Equipment Removal Route Drawing (Nsc-1 & Nsc-2 Only) (ASC101009)

Coast Guard Drawing 750-WMSL-101-019, Rev A, Shell Expansion Scantlings (NSC 1 SRD) (AS3101017B)

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication

Coast Guard Drawing 750-WMSL-169-001, Rev E, Helo Hangar Door Installation (ASC169001)

Coast Guard Drawing 750-WMSL-243-002, Rev D, Title Misc Pressure Vessel Design Details and L/M (ASC243003)

Coast Guard Drawing 750-WMSL-259-001, Rev H, Prpln Gas Turbine Air Intake / Exhaust Diagram (ASC259001)

Coast Guard Drawing 750-WMSL-259-002, Rev -, Propulsion Gas Turbine Air Intake / Exhaust System Description (ASC259001-02)

Coast Guard Drawing 750-WMSL-259-003, Rev F, Main Prop Dsl / Ss Dsl Gen Air Intake / Exhaust Diagram (ASC259002)

Coast Guard Drawing 750-WMSL-259-004, Rev -, Main Prop Dsl / Ss Dsl Gen Air Intake / Exhaust System Description (ASC259002-02)

Coast Guard Drawing 750-WMSL-259-006, Rev C, Turbine Combustion Exhaust Arrgt & Supports Details and L/M Blw 01 Lvl (ASC259004)

Coast Guard Drawing 750-WMSL-259-011, Rev D, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M Below 2nd Deck (ASC259009)

Coast Guard Drawing 750-WMSL-259-012, Rev A, Main Engine Combusion Air Intake Supports Details & L/M Below 2nd Deck (ASC259010)

Coast Guard Drawing 750-WMSL-259-013, Rev B, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M 2nd Deck Up - 02 Lvl (ASC259011)

Coast Guard Drawing 750-WMSL-259-014, Rev C, Main Engine Combustion Air Intake & Exhaust Supports, Dets & L/M 2nd Deck Up - 02 Lvl (ASC259012)

Coast Guard Drawing 750-WMSL-259-015, Rev C, Mn Engine Comb Air Intake & Exh Arr, Dets & L/M Abv 02 Lvl (ASC259013)

Coast Guard Drawing 750-WMSL-259-016, Rev A, Main Engine Combustion Air Intake & Exhaust Supports, Dets & L/M Above a 02 Lvl (ASC259014)

Coast Guard Drawing 750-WMSL-259-019, Rev G, Incin & Dg Intake & Combustion Exhaust Arr, Dets & L/M, 2nd Dk - 02 Lvl (ASC259017)

Coast Guard Drawing 750-WMSL-259-020, Rev D, Incin & Dg Intake & Combustion Exhaust Sup, Dets & L/M 2nd Deck - 02 Lvl (ASC259018)

Coast Guard Drawing 750-WMSL-259-032, Rev -, Prpln Gas Turbine Air Intake / Exhaust Diagram WMSL 750 Only (AS1259001)

Coast Guard Drawing 750-WMSL-300-024, Rev C, Unit 2240 - Main Dk FR 44 to FR 52 Arr of Elect Eq

Coast Guard Drawing 750-WMSL-303-002, Rev C, Coordination of Protective Devices (ASC303004)

Coast Guard Drawing 750-WMSL-320-038, Rev B, Electrical One Line Diagram (ASC320001)

Coast Guard Drawing 750-WMSL-501-002, Rev E, Machinery Arrangements (ASC501001)

Coast Guard Drawing 750-WMSL-501-005, Rev D; Machinery Arrangement

Coast Guard Drawing 750-WMSL-508-001, Rev C, Piping and Machinery Insulation Schedule and L/M (ASC508001)

Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram (ASC516001)

Coast Guard Drawing 750-WMSL-516-006, Rev F; Chilled Water & Refrigeration Piping Unit 1320

Coast Guard Drawing 750-WMSL-520-001, Rev H; Seawater Cooling System Diagram

Coast Guard Drawing 750-WMSL-520-004, Rev A, Salt Water Cooling Unit 1320 (ASC520132-SW)

Coast Guard Drawing 750-WMSL-520-005, Rev A, Salt Water Cooling System Unit 2110 (ASC520211-SW)

Coast Guard Drawing 750-WMSL-520-008, Rev A, Salt Water Cooling Unit 2210 (ASC520221-SW)

Coast Guard Drawing 750-WMSL-520-011, Rev F, Salt Water Cooling Unit 2320 (ASC520232-SW)

Coast Guard Drawing 750-WMSL-520-020, Rev-, Seawater Cooling System Diagram WMSL 750 only (AS1520001)

Coast Guard Drawing 750-WMSL-521-001, Rev F, Diagram Firemain (ASC521001)

Coast Guard Drawing 750-WMSL-521-008, Rev D, Firemain Unit 1220 (ASC521122-FM)

Coast Guard Drawing 750-WMSL-521-014, Rev C, Firemain Unit 2110 (ASC521211-FM)

Coast Guard Drawing 750-WMSL-521-018, Rev E, Firemain Unit 2210 (ASC521221-FM)

Coast Guard Drawing 750-WMSL-521-022, Rev D, Firemain Unit 2310 (ASC521231-FM)

Coast Guard Drawing 750-WMSL-521-026, Rev D, Firemain Unit 3110 (ASC521311-FM)

Coast Guard Drawing 750-WMSL-530-001, Rev G, Potable Water Systems Diagram (ASC530001)

Coast Guard Drawing 750-WMSL-530-012, Rev B, Potable Water Unit 2140 (ASC530214-PW)

Coast Guard Drawing 750-WMSL-530-019, Rev E, Potable Water Unit 3120 (ASC530312-PW)

Coast Guard Drawing 750-WMSL-551-001, Rev J; Compressed Air Diagram

Coast Guard Drawing 750-WMSL-556-009, Rev -, Anchor Windlass Hydraulic System Description (ASC556005-02)

Coast Guard Drawing 750-WMSL-572-002, Rev C, Elevator Arr & Instl (ASC572002)

Coast Guard Drawing 750-WMSL-581-001, Rev D, Anchor Handling (ASC581001)

Coast Guard Drawing 750-WMSL-581-002, Rev B, Anchor Pocket (ASC581002)

Coast Guard Drawing 750-WMSL-583-004, Rev D, Stern Launch & Recovery Arrangement &

Coast Guard Drawing 750-WMSL-593-011, Rev B, Solid Waste System Schematic

Coast Guard Drawing 750-WMSL-593-039, Rev B, Bilge & Oil Pollution Control Unit 2240

Coast Guard Drawing 750-WMSL-635-002, Rev C, Insulation Arr & Details Thermal, Acoustic, & Fire (ASC635002)

Coast Guard Drawing 750-WMSL-801-001, Rev B, Booklet of General Plans (ASC801001)

Coast Guard Drawing 750-WMSL-801-004, Rev B, Booklet of General Plans (ASC801001C)

Coast Guard Yard Drawing 750-WMSL-593-001, Rev H, Bilge and Pollution Control System Diagram

NAVSEA Drawing 804-1749004, Rev D, Metal Joiner Passing Window Assemblies & Details

NAVSEA Drawing 804-5959214, Rev-, Piping Insulation - Installation Details

NAVSEA Dwg 804-5959214, Insulation, Piping

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction (COMDTINST) M10360.3, Jun 2006, Coatings and Colors Manual

Coast Guard Technical Publication (TP) 7107, SWBS 531, Jun 2007, Reverse Osmosis Water Purifier-SW6994463CNG

Coast Guard Technical Publication (TP) 7108, 21-JUN-07, Stores Elevator - Model 20833

Coast Guard Technical Publication (TP) 7139, 25-JUN-07, Electric Water Heater Model Msh and Mh, 5075

Coast Guard Technical Publication (TP) 7165, 18-OCT-07, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 1

Coast Guard Technical Publication (TP) 7166, 18-OCT-07, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 2

Coast Guard Technical Publication (TP) 7167, 18-OCT-07, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 3

Coast Guard Technical Publication (TP) 7170, 20-SEP-07, Incinerator - Type Atlas 600 S Ws

Coast Guard Technical Publication (TP) 7181, 02-OCT-07, Helo-Hangar Doors

Coast Guard Technical Publication (TP) 7183, 19-OCT-07, Anchor Windlass - Model 2344A000

Coast Guard Technical Publication (TP) 7346, SWBS 593, 18 April 2008, Bilge Water Separator Ultra Sep Model US5000-J316

Coast Guard Technical Publication (TP) 7525, 26-MAR-08, Cutter Information Book (Cib) - Auxiliary Machinery (Vol. IV)

Coast Guard Technical Publication S9514-F1-MMA-010, A/C Plant HFC 134A 130 Ton Capacity Description Operation and Maintenance, 15 Jan 2012

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

Surface Forces Logistics Center Standard Specification 0450 (SFLC Std Spec 0450), 2014, Electrical Power for Contractor Tools and Equipment

Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Process

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), 2014, Inspect, Repair, And Test 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 8636 (SFLC Std Spec 8636), 2014, Temporary Hull Accesses

OTHER REFERENCES

Air Capable Ship Aviation Facility Bulletin 1L (2009).

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2002, Disinfection of Water-Storage Facilities

American Society for Testing and Materials (ASTM) International F1508, 2010, Standard Specification for Angle Style, Pressure Relief Valves for Steam, Gas, and Liquid Services

American Society of Mechanical Engineers (ASME) A17.2, Guide for the Inspection of Elevators, Escalators and Moving Walks.

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F683, 2008, Standard Practice for Selection and Application of Thermal Insulation for Piping and Machinery

Code of Federal Regulations (CFR) Title 29, Part 1915, 2014, Occupational Safety and Health Standards for Shipyard Employment

Federal Specification (Fed Spec) HH-P-151, Mar 1991, Rubber-Sheet, Cloth Insert

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) SP-58, 2009, Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, And Installation

MIL-PRF-24176C, Oct 2004, Cement, Epoxy, Metal Repair and Hull Smoothing

MIL-PRF-24667C, May 2008, Coating System, Non-Skid, for Roll, Spray, or Self-Adhering Application

Naval Sea Systems Command (NAVSEA) S0600-AA-PRO-160, 8/15/2008, Underwater Ship Husbandry Manuals - Chapter 16 (Cofferdams)

NFPA 70E: 2015 Edition Standard for Electrical Safety in the Work Place

Schneider Electric Maintenance and Field Testing Guide for Masterpact NT and NW Circuit Breaker Instruction Bulletin No.06131b1202 Oct 2014

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), 2013, Power Tool Cleaning to Bare Metal

The Society for Protective Coatings (SSPC) Surface Preparation Specification No.2 (SSPC-SP 2), 2004, Hand Tool Cleaning

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

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)

N/A

*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 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.

3.5.1 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 _________.

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.

12310_DCH_0914_418

WORK ITEM 1: Main Gas Turbine (MGT) Water Wash Tank, Clean, Inspect and Hydro

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to clean, inspect and hydro the MGT Water Wash Tank located in the Forward Main Machinery Room (Compartment 5-44-01-E).

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication

Coast Guard Drawing 750-WMSL-801-004, Rev B, Booklet of General Plans (ASC801001C)

Coast Guard Drawing 750-WMSL-243-002, Rev D, Title Misc Pressure Vessel Design Details and L/M (ASC243003)

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 0740 (SFLC Std Spec 0740), 2014, Welding and Allied Process

Other References

None

3. REQUIREMENTS

3.1 General.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

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

· Water

· System Piping

3.1.5 General guidance. The Gas Turbine Water Wash Tank is a 55 gallon capacity independent tank located portside, upper level of Forward Main Machinery Room (FMMR: Compartment 5-44-01-E). It provides mixture of high purity water from the system and cleaning agent from the MGT Cleaning Fluid Tank, to water wash the Main Gas Turbine. Refer to the CG Drawing 750-WMSL-243-002, for more detailed tank information. Figure 1 also shows the MGT Water Wash Tank of one of the NSCs.

3.1.6 Plug Log. The Contractor shall keep a written record of all plugs put in any tanks vents. A separate list shall be kept for each tank being entered.

3.1.6.1 Ensure that all plugs are removed from each tank upon completion of work in the tank.

3.1.6.2 The plug log shall be available to the Coast Guard inspector when the inspector is performing his close-out inspection on each tank.

3.2 Content removal. The Contractor shall be responsible for removing all residual water and shall disposed of in accordance with all applicable Federal, state and local regulations.

3.2.1 Tank isolation. Isolate the tank by disconnecting all piping, sight glass, relief valve and temperature gauge. Cap off or plug pipe openings to prevent contamination from entering the system.

3.3 Cleaning requirements. The Contractor shall clean all tank structure’s interior surfaces free of all foreign materials, sediment, and sludge. Remove all persistent residues, taking care not to damage the tank coating system. Remove cleaning media and residues continuously from the tank during the washing process. Remove any residual wash media and wipe up residual moisture. Collect, contain, and dispose of all wash media, residues, and cleaning materials in accordance with all Federal, state, and local regulations. Clean all tank vent lines.

3.4 Inspection. Visually inspect all interior surfaces, including, floor and overhead plating, structural members, cover surfaces, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

· Tank structural condition.

· Condition of tank coating, including measurements taken, percentage, location, and type of coating failure.

· Sight glass and float/limit switch condition.

· Drains and vent line condition.

· Fastener material and condition.

3.5 Relief valve testing. The Contractor shall disassemble, clean and inspect the relief valve. Reassemble relief valve using new seals and gasket and bench test, adjust setting in accordance with the CG Drawing 750-WMSL-243-002. Submit a CFR.

3.6 Hydrostatic test. After all authorized repairs, the Contractor shall hydrostatically test all new and disturbed piping and components of the Gas Turbine Water Wash Tank system in accordance with SFLC Std Spec 0740, Appendix C, and “Hydrostatic Test”. Refer to CG Drawing 750-WMSL-243-002 for test pressure. Ensure zero leakage from or permanent deformation of pressure-containing parts by repairing all leaks, deformations, and discrepancies. Submit a CFR.

3.6.1 The Contractor shall remove the test water and disposed of in accordance with all Federal, state and local regulations. Do not drain any water into the cutter’s bilges.

3.7 Tank closing. The Contractor shall notify the COR at least 24 hours prior to closing the tank. After satisfactory inspection by the Coast Guard Inspector, close the cover with new gasket material. Re-install pipes, sight glass, relief valve and gauge that were removed to isolate the tank with new gaskets and seals where applicable.

3.7.1 The Contractor shall renew all nuts, washers and coat all the threads with anti-seized compound. Tighten the access cover evenly to ensure proper seal.

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.8 Operational test - general.

3.8.2 Operational test – post repairs. After completion of work, the Contractor shall thoroughly test, in the presence of the Coast Guard Inspector and demonstrate all items or shipboard devices that have been disturbed, used, repaired, altered, or installed to be in satisfactory operating condition. Submit a CFR.

3.9 Test data plates. Affix to tank an anodized aluminum test data plate using epoxy resin cement. Engrave the data plate with ¼-inch high letters stating the following:

· Tank name/number (as applicable).

· Hydrostatic test pressure.

· Date of inspection and test.

· Testing facility

3.10 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.).

Figure 1. Gas Turbine Water wash tank

4. NOTES

4.1 Documentation. Completion of this work item may satisfy requirements of MPC M-A-A047. Ship’s Force may enter applicable PMS documentation, as well as, making applicable entries into Cutter’s Machinery History.

30300_JSP_1015_418

WORK ITEM 2: Circuit Breakers(Draw Out), Inspect and Test

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to inspect and test draw out circuit breakers listed in the Table 1.

TABLE 1 – list of Circuit Breakers

Auxiliary Machinery Room (5-36-01-E)

Forward Main Machinery Room (5-44-01-E)

Ship Service Diesel Generator Room (2-75-5-Q)

Auxiliary Machinery Room (5-36-01-E)

Auxiliary Machinery Room (5-36-01-E)

Forward Main Machinery Room (5-44-01-E)

Forward Main Machinery Room (5-44-01-E)

Ship Service Diesel Generator Room (2-75-5-Q)

Ship Service Diesel Generator Room (2-75-5-Q)

Ship Service Diesel Generator Room (2-75-5-Q)

Auxiliary Machinery Room (5-36-01-E)

1.2 Government-furnished property.

None.

2. REFERENCES

Coast Guard Drawings

Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001)

Coast Guard Drawing 750-WMSL-801-004, Rev B, Booklet of General Plans (ASC801001C)

Coast Guard Drawing 750-WMSL-303-002, Rev C, Coordination of Protective Devices (ASC303004) Coast Guard Drawing 750-WMSL-320-038, Rev B, Electrical One Line Diagram (ASC320001)

Coast Guard Publications

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

Coast Guard Technical Publication (TP) 7165, 18-OCT-07, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 1

Coast Guard Technical Publication (TP) 7166, 18-OCT-07, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 2

Coast Guard Technical Publication (TP) 7167, 18-OCT-07, Ship Service Switchboards 1S, 2S, 3S and 1SP Shore Power Volume 3

Other References

Schneider Electric Maintenance and Field Testing Guide for Masterpact NT and NW Circuit Breaker Instruction Bulletin No.06131b1202 Oct 2014

NFPA 70E: 2015 Edition Standard for Electrical Safety in the Work Place

3. REQUIREMENTS

3.1 General.

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

· 3.3. Inspection.

3.1.2 Tech Rep. The Contractor shall provide the services of a certified Tech Rep, who is familiar with the Schneider Electric Masterpact NW Circuit Breakers to accomplish the following tasks – on site:

· Provide manufacturer's proprietary information, software, and tools pertinent to the equipment/system.

· Assist with proper repair methods, and ensure compliance with manufacturer's procedures and standards during disassembly, inspection, repair, modification, calibration, and reassembly of the equipment/system.

3.1.2.1 Ensure that the Tech Rep is a Certified Representative of Schneider Electric.

3.1.2.2 Submit the Tech Rep’s name and résumé to the COR at the Arrival Conference.

3.1.2.3 Point of Contact : Square D/Schneider Electric

· Dan Lake/David Rudolph

· 2148 Beech craft Rd, Vacaville, CA 95688

· Telephone : 707-447-9122 / 440-590-5516

3.1.3 Protective measures - general. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces in the vicinity of the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness.

3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

3.1.5 Reference documents. The Contractor shall refer to the drawings referenced in Section 2 for guidance in accomplishing this work item. Time current curves for circuit breaker are shown on Coast Guard Drawing 750-WMSL-303-002. Electrical single line diagram is shown in the Figure 3 for reference.

3.1.6 Notify the Coast Guard Inspector 48 hours prior to starting work on this item.

3.1.7 The Contractor shall follow safe electrical work practice in accordance with the NFPA 70E.

3.1.8 Operational test - initial. Prior to commencement of work, the Contractor shall witness Coast Guard personnel perform an initial operational test on circuit breakers listed in the Table 1, to demonstrate existing operational condition. Submit a CFR

3.1.9 The Contractor shall provide rigging services to remove/re-install circuit breakers from the switchboards to suitable test facility.

3.1.10 Outages. Coordinate the disconnection and removal of the circuit breakers listed in Table 1 with the Coast Guard Inspector to ensure orderly shutdown of equipment.

3.1.11 Essential circuits. Unless actively being serviced by other work items, minimize the interruption of power to the following circuits:

3.1.11.1 Ship service lighting (unless temporary lighting is installed).

3.1.11.2 Fire (Circuits F and…