ATTACHMENT_1_-_Specifications.pdf

PDF 8 MB Posted Apr 25, 2017

Attached to: USCGC BERTHOLF (WMSL 750) Dockside (DS) Repairs FQ1 FY18
Solicitation number: HSCG85-17-R-P45B29
Issued by: Department of Homeland Security US Coast Guard

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ATTACHMENT 1 - Specifications

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Amendment_0011_for_FBO.pdf	PDF	Aug 23, 2017
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Amendment_0009_for_FBO.pdf	PDF	Jul 18, 2017
ATTACHMENT_2_-_Schedule_of_Supplies-Services_Rev_3.doc	DOC document	Jul 18, 2017
ATTACHMENT_1_-_Specifications_Rev_3.doc	DOC document	Jul 18, 2017
ATTACHMENT_2_-_Schedule_of_Supplies-Services_REV_2.doc	DOC document	Jun 28, 2017
Amendment_0008_for_FBO.pdf	PDF	Jun 28, 2017
Revised_ATTACHMENT_2_-_Schedule_of_Supplies-Services.doc	DOC document	Jun 21, 2017
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ATTACHMENT_6_-_DHS_Form_11000-6-non_disclosure_agreement.pdf	PDF	Apr 25, 2017
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USCGC BERTHOLF (WMSL 750)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2017

Developed By: Wright, Garrett W LTJG

(Rev-2, 10 March 2017)

ATTACHMENT 1

USCGC BERTHOLF (WMSL-418) DOCKSIDE AVAILABILITY FY2017

ii (Rev-2)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. ix Consolidated List of Critical Inspection Items .............................................................................................. x Principal Characteristics ............................................................................................................................... xi General Requirements WORK ITEM 1: Main Gas Turbine (MGT) Water Wash Tank, Clean, Inspect and Hydro WORK ITEM 2: Main Propulsion Diesel Engine, Exhaust Piping, Commercial Clean WORK ITEM 3: Propulsion Gas Turbine, Exhaust Piping, Commercial Clean WORK ITEM 4: Ship Service Diesel Generator, Exhaust Piping, Commercial Clean WORK ITEM 5: Circuit Breakers(Draw Out), Inspect and Test WORK ITEM 6: Cascade Orificial Resistive Device, Clean and Inspect WORK ITEM 7: Air Conditioning Plants, System Groom, Perform WORK ITEM 8: Anchor Windlass Level 2 Inspect and Repair WORK ITEM 9: Ship Service Diesel Generator No.3, Exhaust Valve, Renew & Exhaust Deck, Repair . 55 WORK ITEM 10: Reverse Osmosis, Overhaul WORK ITEM 11: Hot Water Tanks, Clean and Inspect WORK ITEM 12: Compressed Air Receivers Clean, Inspect and Hydrotest WORK ITEM 13: Cargo Handling Elevator, Annual Inspection and Test, Perform WORK ITEM 14: Carriage Winch, Annual Inspection and Test WORK ITEM 15: Helo Hangar Door, Inspect and Test WORK ITEM 16: Oily Water Separator System, Groom WORK ITEM 17: Cofferdam, Install WORK ITEM 18: Temporary Services, Dockside, Home Pier WORK ITEM 19: Incinerator Nozzle, Renew WORK ITEM 20: Helo Hangar Door Curtain Assembly, Preserve (100 %) WORK ITEM 21: Passing Window Frame, Renew WORK ITEM 22: Salt Water Cooling Pipe, Renew WORK ITEM 23: Deck Covering (Slip-Resistant), Renew WORK ITEM 24: Refrigeration Plants, System Repairs WORK ITEM 25: Flex Hose Assemblies, Renew iii (Rev-2)

REVISIONS RECORD

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

DATE REV# WORK

ITEM#

CHANGES MADE

1 25 Addition of WI 25

2 25 Updated verbiage in WI 25

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

iv (Rev-2)

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)

http://www.assistdocs.com/search/search_basic.cfm http://www.uscg.mil/directives/default.asp http://www.gpoaccess.gov/ http://www.awspubs.com/index.php http://www.techstreet.com/ http://www.nfpa.org/ http://shopping.netsuite.com/sspcmarketplace v (Rev-2)

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)

vi (Rev-2)

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, 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 vii (Rev-2)

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 viii (Rev-2)

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 ix (Rev-2)

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.

WORK

ITEM

MTI ITEM

DESCRIPTION

NSN/PN QTY ESTIMATED

COST

($/UNIT)

9 Y 16” Valve, CEDG3-

V-2 Vanessa/Tyco Butterfly

Valve, MFFAC400B2ABA100BG

1 ea. $16593.00

*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 x (Rev-2)

CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS

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

Work Item Title

5 Circuit Breakers(Draw Out), Inspect and Test

8 Anchor Windlass Level 2 Inspect and Repair

11 Hot Water Tanks, Clean and Inspect

15 Helo Hangar Door, Inspect and Test

16 Oily Water Separator System, Groom

25 Flex Hose Assemblies, Renew xi (Rev-2)

PRINCIPAL CHARACTERISTICS

418' WMSL

PHYSICAL

Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons

MACHINERY

Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK

HULL

Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel

ABS AH 36

Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8"

ELECTRICAL

Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each

TANK CAPACITIES

Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal

1 (Rev-2)

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.

2 (Rev-2)

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.

3 (Rev-2)

• 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.

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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.

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QA-1 - QUALITY ASSURANCE INSPECTION FORM

(PRESERVATION CHECKLIST)

VESSEL NAME HULL # WORK ITEM # WORK ITEM TITLE

LOCATION OF WORK (INCL. FRAME #’S) AREA (SQFT)

CHECKPOINT 1 – COATING SYSTEM COMPLIANCE

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

CHECKPOINT 2 - PAINT STORAGE

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

CHECKPOINT 3 - AMBIENT CONDITIONS

Ensure surface and surrounding temperatures are each between 50 and 90°F for water-containing coatings, and 35 and 95°F for other coatings, unless otherwise specified by the coating manufacturer(s).

Ensure maximum relative humidity (RH) is as follows, from surface preparations through final curing of topcoat: 50% for tanks, voids, and vent plenum; and 85% for all other areas, unless otherwise specified by manufacturer(s).

Ensure surface temperature is at least 5°F above the dew point, unless otherwise specified by the coating mfgr.

CHECKPOINT 4 - PRE-SURFACE PREPARATION

Remove surface contaminants (soluble salts, loose rust, mud, and marine growth) with low pressure fresh water wash down (maximum 5,000 psi). If oil and grease are present, perform solvent cleaning, as per SSPC SP-1.

Verify equipment setup, blast media, and surface preparation methods match designated test coupon.

CHECKPOINT 5 - SURFACE PREPARATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure cleanliness of prepared surface is as per specification (i.e.: SSPC SP-11, SP-10, SP WJ-2…).

Verify surface anchor profile using ASTM D4417-Methods B or C against SFLC Std Spec 6310. Conduct profile readings at a minimum of 5 locations for the first 1000-sqft area, and 2 locations for each succeeding 1000-sqft area.

Measure soluble salt conductivity in accordance with SSPC-Guide 15. Conduct 5 measurements per each 1000-sqft area (max. threshold: 70 microsiemens/cm for non-submerged surfaces, 30 microsiemens/cm for submerged surfaces).

CHECKPOINT 6 - PRIMER COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Verify proper mixing and stand-in (induction) times.

Ensure no paint is applied when the temperature is expected to drop to freezing before the paint has dried.

Ensure surfaces are completely dry, unless otherwise allowed by the coating manufacturer(s).

Verify wet film thickness (WFT) at random, to prevent under or over application. Verify final DFT.

Brush out all runs, sags, drips, and puddles.

Perform visual inspection for holidays and other defects.

CHECKPOINT 7 – STRIPE COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

After primer coat (mist coat after inorganic zinc), brush-apply un-thinned coat of same primer paint over edges, weld seams, cut-outs, and areas of complex geometries @ 3-4 mils wet film thickness (WFT).

CHECKPOINT 8 – TOP COAT APPLICATION

Verify environmental conditions (see CHECKPOINT 3).

Ensure overcoating window is as per manufacturer’s instructions.

Verify proper mixing and stand-in (induction) times, as applicable.

Verify wet film thickness at random, to prevent under or over application.

Brush out all runs, sags, drips, and puddles.

CHECKPOINT 9 – FINAL INSPECTION

Verify final system dry film thickness. Conduct 5 sets of 3 readings for each of the first 3 100-sqft areas, followed by 5 sets of 3 readings for each succeeding 1000-sqft area.

Ensure that system cure is in accordance with manufacturer's recommendation for intended service.

Ensure potable water tank exhaust ventilation is maintained continuously from and during coating application through final system cure, to exhaust all solvent to the atmosphere and to prevent solvent entrapment.

For immersion coatings (including tank U/W body), record date and time of the following events:

Final coat application: _____/_____; Return to service or removal from environment controls: _____/_____

CHECKPOINT 10 – RECORD KEEPING

Complete, sign, and submit all provided QA Inspection Forms.

NAME OF QP-1/NACE INSPECTOR SIGNATURE CERT. # DATE / TIME

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QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

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

DATE

TIME

ACTIVITY (SURFACE

PREPARATION, PRIMER COAT,

BARRIER COAT, TOP COAT,

ETC…)

LOCATION (FRAME &

DECK, RELATION TO

EQUIPMENT, ETC.)

TEMPERATURE % REL.

HUMID-

ITY

DEW

PT.

SURFACE AMBIENT ΔT

| DP -

SURFACE |

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QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

SURFACE PREPARATION METHOD PROFILE ACHIEVED (MILS)

MIN MAX MEAN

SSPC-SP-10/NACE No. 2

SSPC-SP WJ-1/NACE WJ-1

SSPC-SP WJ-2/NACE WJ-2

SSPC-SP WJ-3/NACE WJ-3

SSPC-SP WJ-4/NACE WJ-4

SSPC-SP-3

SSPC-SP-11

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

ABRASIVE MANUFACTURER: 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