Attachment (2) HAMILTON (WMSL 418) DS FQ3 CTC 20REV_2.pdf

USCGC HAMILTON (WMSL 753)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2020

Developed By: Christopher T Crowley

(REV-2, 17 January 2020)

USCGC HAMILTON (WMSL-418) DOCKSIDE AVAILABILITY FY2020

ii (REV-2)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property .................................................................................. x Consolidated List of Critical Inspection Items ............................................................................................. xi Principal Characteristics ............................................................................................................................. xii General Requirements WORK ITEM 1: Main Diesel Engine (MDE) Exhaust Piping, Commercial Clean WORK ITEM 2: Ship Service Diesel Generator, Exhaust Piping, Commercial Clean WORK ITEM 3: Tanks (Potable Water), Clean and Inspect WORK ITEM 4: Tanks (Potable Water), Preserve 100% WORK ITEM 5: Cargo Handling Elevator, Inspect and Repair WORK ITEM 6: Forward and Aft Capstans, Annual Maintenance WORK ITEM 7: Tanks (Grey Water and Lift Stations), Clean and Inspect WORK ITEM 8: Tanks (Grey Water and Lift Stations), Preserve “100%” WORK ITEM 9: Folding Boom Cranes, Biennial Maintenance, Perform WORK ITEM 10: VCHT Pump Discharge Check Valve, Renew WORK ITEM 11: Incinerator Clean, Inspect and Test WORK ITEM 12: Oily Water Separator System, Groom WORK ITEM 13: Tenting, Provide WORK ITEM 14: Decks, Preserve WORK ITEM 15: Deck Covering (Slip-Resistant), Renew WORK ITEM 16: Watertight Closures, Renew WORK ITEM 17: Chilled Water System Piping And Valve Insulation, Renew WORK ITEM 18: Piping and Valve Insulation, Renew WORK ITEM 19: Ventilation Ducting Insulation, Renew WORK ITEM 20: Handrail and Grabrail, Install WORK ITEM 21: Small Boat Receptacles, Replace WORK ITEM 22: Temporary Services, Dockside, Home Pier WORK ITEM 23: Tanks (Ballast), Clean and Inspect WORK ITEM 24: Tank Sounding Tube, Replace 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

11/26/2019 1 23,24 Added WI 23 and 24

1/17/2020 2 22 Removed requirement for refrigeration

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 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 418A-WMSL 100-006, Rev -, Inboard and Outboard Profiles

Coast Guard Drawing 418A-WMSL-512-001, Rev -, HVAC System Diagram

Coast Guard Drawing 418A-WMSL-593-002, Rev -, Sewage System Diagram

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

Coast Guard Drawing 750 WMSL 582-001, Rev D, Anchoring, Mooring, And Towing Arrangement

(ASC582001)

Coast Guard Drawing 750 WMSL 582-002, Rev G, Mooring and Towing Arrangement (ASC582002)

Coast Guard Drawing 750 WMSL 801-001, Rev -, Booklet of General Plans

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

Coast Guard Drawing 750-WMSL 100-073, Rev -, Topside Configuration for NSC 4 Only

Coast Guard Drawing 750-WMSL 100-082, Rev A, General Arrangements NSC 4 Only (AS4100001)

Coast Guard Drawing 750-WMSL 167-504, Rev E, Hatch & Scuttle List Ship Wide, NSC 3 and Follow

(AS3167003)

Coast Guard Drawing 750-WMSL 593-027, Rev D, Sewage System Unit 2120

Coast Guard Drawing 750-WMSL 635-001, Rev -, Thermal & Acoustic Insulation (ASC635001)

Coast Guard Drawing 750-WMSL 801-009, Rev A, Booklet of General Plans (NSC 4 Only)

(ASC801001D)

Coast Guard Drawing 750-WMSL-085-031, Rev -, Tank Capacity Curves (WMSL 753 ONLY)

(ASC085013D)

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

Coast Guard Drawing 750-WMSL-100-037, Rev G, Unit 3120 Structure – 1st Platf to 2nd Dk - Fr 64 to

Fr 76 (ASC100312)

Coast Guard Drawing 750-WMSL-100-060, Rev C, General Arrangements NSC 3 ONLY (ASC3100001)

Coast Guard Drawing 750-WMSL-100-061, Rev A, Inboard and Outboard Profile (AS3100002)

Coast Guard Drawing 750-WMSL-100-082, Rev A, General Arrangements NSC 4 ONLY (AS4100001)

Coast Guard Drawing 750-WMSL-100-082, Rev A, General Arrangements NSC 4 ONLY (ASC4100001)

Coast Guard Drawing 750-WMSL-100-083, Rev , General Arrangements NSC 5 & FOLLOW

(ASC5100001)

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

Wide (ASC167001) v (REV-2)

Coast Guard Drawing 750-WMSL-167-002, Rev J, Manhole List Installation and Fabrication Details Ship

Wide (ASC167001)

Coast Guard Drawing 750-WMSL-259-003, Rev G, Main Prop Dsl / SS Dsl Gen/ Emer 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-259-011, Rev D, Main Engine Combustion Air Intake & Exhaust Arr, Dets & L/M Below 2nd Deck (ASC259009)

Coast Guard Drawing 750-WMSL-259-012, Rev B, Main Engine Combustion 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 D, Mn Engine Comb Air Intake & Exh Arr, Dets & L/M

Abv 02 Lvl (ASC259013)

Coast Guard Drawing 750-WMSL-259-016, Rev B, 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-300-024, Rev -, Unit 2240 - Main Dk FR 44 to FR 52 Arr of Elect Eq

Coast Guard Drawing 750-WMSL-320-041, Rev D, Electric One-Line Diagram (NSC4-SRD)

(ASC320001D)

Coast Guard Drawing 750-WMSL-320-510, Rev T, Electrical One Line Diagram (ASC320001)

Coast Guard Drawing 750-WMSL-320-511, Rev G, Power Sys Deck Plan-Second Dk, Aft of Fr 52

(ASC320006)

Coast Guard Drawing 750-WMSL-320-512, Rev H, Power Sys Deck Plan - Main Dk, Aft of Fr 52

(ASC320008)

Coast Guard Drawing 750-WMSL-320-535, Rev G, Power Sys Deck Plan - 02 Level and Above

(ASC320010)

Coast Guard Drawing 750-WMSL-320-562, Rev E, Power Sys Deck Plan - 01 Level (ASC320009)

Coast Guard Drawing 750-WMSL-320-563, Rev B, Small Boat Receptacle Modifications Wiring

Diagram

Coast Guard Drawing 750-WMSL-501-009, Rev -, Machinery Arrangements (ASC501001D)

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

(ASC508001)

Coast Guard Drawing 750-WMSL-509-001, Rev A, HVAC Insulation Schedule and L/M (ASC509001)

Coast Guard Drawing 750-WMSL-512-042, Rev C, Vent & Air Cond Arr 2nd Dk Unit 3330

(ASC512333)

Coast Guard Drawing 750-WMSL-512-060, Rev B, Vent & Air Cond Fan RM (P) 2nd DK Unit -3130

(ASC512019)

Coast Guard Drawing 750-WMSL-514-001, Rev C, Chilled Water System Schematic (ASC514014)

Coast Guard Drawing 750-WMSL-516-001, Rev E, A/C & Refrigeration Piping Diagram (ASC516001) vi (REV-2)

Coast Guard Drawing 750-WMSL-516-002, Rev J, Chilled Water System Diagram (ASC516002)

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

(ASC516123-CW)

Coast Guard Drawing 750-WMSL-516-015, Rev B, Chilled Water Unit 3130 (ASC516313-CW)

Coast Guard Drawing 750-WMSL-516-031, Rev B, Refrigeration Piping Unit 3130 (ASC516313-RF)

Coast Guard Drawing 750-WMSL-516-032, Rev D, Refrigeration Piping Unit 3140 (ASC516314-RF)

Coast Guard Drawing 750-WMSL-516-048, Rev -, A/C & Refrigeration Piping Diagram Selected Record

DWG NSC4 (ASC516001D)

Coast Guard Drawing 750-WMSL-520-001, Rev H, Seawater Cooling System Diagram (ASC520001)

Coast Guard Drawing 750-WMSL-522-001, Rev G, Diagram Machinery Space Water Mist (ASC522001)

Coast Guard Drawing 750-WMSL-522-002, Rev -, Machinery Space Water Mist System Description

(ASC522001-02)

Coast Guard Drawing 750-WMSL-528-001, Rev -, Plmb & Int Dk Drains & Vent Sys Schematic

(ASC528001)

Coast Guard Drawing 750-WMSL-530-003, Rev B, Potable Water Systems Schematic (ASC530013)

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

Coast Guard Drawing 750-WMSL-555-011, Rev C, Machinery Space Watermist System Schematic

(ASC555049)

Coast Guard Drawing 750-WMSL-593-001, Rev J, Bilge & Oil Pollution Control System Diagram

(ASC593002)

Coast Guard Drawing 750-WMSL-593-009, Rev B, Sewage System Schematic (ASC593020)

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

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

Coast Guard Drawing 750-WMSL-612-502, Rev B, Fab & Install of Handgrabs Iwo Hatches/Scuttles

Coast Guard Drawing 750-WMSL-612-503, Rev A, Handrails P&S Steering Gear Room Fab & Install

Coast Guard Drawing 750-WMSL-622-005, Rev A, Floor Plates, Gratings & Handrails-Bow Thruster

Mchry Rm, Fab & Instl (ASC622005)

Coast Guard Drawing 750-WMSL-622-500, Rev A, Handrails Mods Aft Main Machinery Rm. Fab &

Instl

Coast Guard Drawing 750-WMSL-635-001, Rev -, Thermal & Acoustic Insulation (ASC635001)

Coast Guard Drawing 750-WMSL-635-002, Rev K, 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-801-003, Rev A, Booklet of General Plans NSC 2 SRD

(ASC801001B)

Coast Guard Drawing 750-WMSL-801-004, Rev A, Booklet of General Plans NSC 3 SRD

(ASC801001C)

Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (NSC 4 ONLY)

(ASC801001D)

Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (NSC 4) (ASC801001D)

Coast Guard Drawing 750-WMSL-801-010, Rev A, Booklet of General Plans (NSC 5 ONLY)

(ASC801001E)

Coast Guard Drawing 750-WMSL-801-011, Rev -, Booklet of General Plans (NSC6 ONLY)

(ASC801001F)

vii (REV-2)

NAVSEA Drawing 803-1623058, Rev G, Scuttle, WT, Raised Quick Acting, 25 Dia 27 & 18 psi-

Arrangement

NAVSEA Drawing 803-1645097, Rev A, Hatch, WT, Raised QA Spring Balanced, 24x30 & 24x24, 5 psi-Arr

NAVSEA Drawing 804-5773931, Rev A, Acoustic & Thermal Insulation for Compartments Installation

Details

NAVSEA Drawing 805-1624084, Rev F, Hatch W.T. Raised, Individually Dogged 60”x60”, without

Scuttle 15 psi Arrangement

NAVSEA Drawing 805-1624089, Rev E, Hatch W.T. Raised, Individually Dogged, 36”x60”, with

Scuttle-15 psi Arrangement

NAVSEA Dwg 803-1385828, Rev P, Nozzles AFFF and Washdown System

COAST GUARD PUBLICATIONS

American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive Testing

American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2016, 2016, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

Coast Guard Commandant Instruction (COMDTINST) M10360.3 (Series), Coatings and Color Manual

Coast Guard Commandant Instruction(COMDTINS) M10360.3 (series), Coatings and Color Manual

Coast Guard Technical Publication (TP) 7018, SWBS 234, May 2007, Main Gas Turbine (MGT) - Model

7LM2500-SB-MLG10 - Installation Instructions

Coast Guard Technical Publication (TP) 7019, SWBS 234, May 2019, Main Gas Turbine (MGT) - Model

7LM2500-SB-MLG10 - Description, Troubleshooting, Diagrams & Scheduled Maintenance

Coast Guard Technical Publication (TP) 7065, 15-JUN-07, Forward and Aft Capstan - Model 20834

Coast Guard Technical Publication (TP) 7097, SWBS 555, Jun 2007, Fire Protection System - Model

FM-200 - Design, Installation, Operation & Service Manual

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

Coast Guard Technical Publication (TP) 7118, SWBS 555, Jun 2007, Carbon Dioxide Fire Protection

System - Series 70

Coast Guard Technical Publication (TP) 7141, SWBS 555, Jun 2007, Ultra Fog High Pressure Sprinkler

Systems

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

Coast Guard Technical Publication (TP) 7184, SWBS 593, Oct 2007, Vacuum Sewage System –

Operation, Maintenance & Parts List

Coast Guard Technical Publication (TP) 7346A, SWBS 593, May 2019, Bilge Water Separator - Ultra-

Sep - Model US5000-J407

Coast Guard Technical Publication (TP) 7427, SWBS 651, Aug 2014, R-102 Restaurant Fire Suppression

System - Design, Installation, Recharge & Maintenance Manual

Coast Guard Technical Publication (TP) 7627, SWBS 086, May 2019, Cutter Information Book (CIB) -

Auxiliary Machinery - Volume IV (Hull 753 ONLY)

Coast Guard Technical Publication (TP) 7946, 16-AUG-18, Incineration Plant - Installation, Operation, Maintenance & Spare Parts

General Requirements for Drawing Preparation

MIL-PRF-1149, Jun 1998, Gasket Materials, Synthetic Rubber, 50 and 65 Durometer Hardness

MIL-PRF-32482A, Jan 2016, Watertight Door, Quick-Acting, Interior viii (REV-2)

MIL-PRF-900, Mar 1991, Rubber Gasket Material, 45 Durometer Hardness

NOTE

OTHER REFERENCES

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3042, Jan 2014, Shipboard

Electrical Cable Removal, Relocation, Splice, Repair, And Installation

Surface Forces Logistics Center Standard Specification (SFLC Std Spec) 3100, Jan 2014, Inspect, Test and Recondition AC Synchronous Generator in-Place

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

Requirements

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

Requirements

Surface Forces Logistics Center Standard Specification 0085 (SFLC Std Spec 0085), 2014, 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 Processes

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, 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

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)/NACE International (NACE) Joint Surface Preparation

Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning

Water Mist Fire Extinguishing System Operational Test Plan-Ship Builder HII Test Plan

OTHER REFERENCES

American National Standards Institute (ANSI/EASA) AR100, 2015, Recommended Practice for the

Repair of Rotating Electrical Apparatus

American National Standards Institute/American Water Works Association (ANSI/AWWA) C652, 2011, Disinfection of Water-Storage Facilities

American National Standards Institute/NSF International (ANSI/NSF) 61, 2008, Drinking Water System

Components - Health Effects

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

ASTM International (ASTM) D1330-04, 2015, Standard Specification for Rubber Sheet Gaskets

ASTM International (ASTM) F1836M-15, 2019, Standard Specification for Stuffing Tubes, Nylon, and

Packing Assemblies (Metric)

ASTM International (ASTM) F683-14, 2014, Standard Practice for Selection and Application of Thermal

Insulation for Piping and Machinery

ASTM International (ASTM) F783-88, 2018, Standard Specification for Staple, Handgrab, Handle, and

Stirrup Rung

Code of Federal Regulations (CFR) Title 29, Part 1910, Jul 2017, Occupational Safety and Health

Standards

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

Code of Federal Regulations (CFR) Title 29, Part 1915, April 2019, Occupational Safety and Health

Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 29, Part 1915, Jul 2011, Occupational Safety and Health

Standards for Shipyard Employment

Code of Federal Regulations (CFR) Title 40, Jul 2000, Protection of the Environment

MIL-DTL-15024G, Mar 2018, General Specification for Plates, Tags, and Bands for Identification of

Equipment

MIL-DTL-24643C, Oct 2009, Cables, Electric, Low Smoke Halogen-Free, For Shipboard Use, General

Specification for

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

MIL-PRF-907G, May 2018, Thread Compound, Anti-Seize, High Temperature

MIL-STD-2003-3A, Sep 2009, Electric Plant Installation, Standard Methods for Surface Ships &

Submarines

National Fire Protection Association (NFPA) 25, 2017 Edition, Standard for the Inspection, Testing, and

Maintenance of Water-Based Fire Protection Systems

Naval Sea Systems Command (NAVSEA) 0640-LP-111-4501, Apr 2012, NAVSEA OP 4 Rev 10, Ammunition And Explosives Safety Afloat

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 SSPC-SP 1, 2015, Solvent

Cleaning

The Society for Protective Coatings (SSPC) Surface Preparation Specification SSPC-SP 2, 2018, Hand

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 x (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)

14 N Check Valve NSN: 4820-01-541-5446

PN: 5500447

2ea. 1,168.00

16 Y Bilge Alarm, Smart Cell

120v (Oil Content Meter)

NSN: 2040-01-600-0112

PN: BARE0940

1 4018.00

20 N 30”x36”-12”x3/8” Raised

Quick-Acting WT Hatch, w/ Spring Balance , Steel, 5 psi

(including associated coaming)

Painted w/ Powder Coating, White 17925

NAVSEA Dwg No. 803-

1645097 Mod

1 ea. 7,977

20 N 60”x60”-12”x3/8’ Raised

Watertight Hatch, Steel, 15 psi

(including associated coaming)

Painted w/ Powder Coating, White 17925

NAVSEA Dwg No. 805-

1624084 Mod

1 ea. 15,890

20 N 60”x36”-6”x3/8’ Raised

Watertight Hatch, w/ 25”Dx2” Scuttle, Steel, 15 psi

(including associated coaming)

Painted w/ Powder Coating, White 17925

NAVSEA Dwg No. 805-

1624089 Mod

1 ea. 11,437

20 N 25” D Raised Quick-Acting

Watertight Scuttle, w/ Coaming 12”x3/8”, Steel, 15 psi

NSN : 2040-DAO-

801808 (NAVSEA Dwg

No. 803-1623058)

1 ea. 5,328

*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 xi (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

3 Tanks (Potable Water), Clean and Inspect

6 Water Mist Fire Extinguishing System, Inspect And Test

11 Tanks (Grey Water and Lift Stations), Clean and Inspect

16 Oily Water Separator System, Groom

17 Tenting, Provide

19 Deck Covering (Slip-Resistant), Renew

20 Watertight Closures, Renew xii (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_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.

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 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 not applicable.

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, 3 (REV-2) 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

4 (REV-2)

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""

3.8 FLETC Base Security. The Contractor shall contact Contracting Officer Representative (COR) upon contract award to obtain FLETC Security Base Access requirements. The Contractor shall note that it can take a minimum of two weeks for FLETC Security to process documentation related to Base Access, and even longer for special cases such as foreign nationals. It is the responsibility of the Contractor to comply with FLETC Base Security measures and the Coast Guard will not be liable for delays or terminations of FLETC Base Access.

3.8.1 Gaining Access to FLETC Charleston:

Contractors that are U.S. Citizens and seeking access to the FLETC/Federal Complex are required to be issued a FLETC ID Badge. Contractors shall submit completed forms FTC-OSPR 17 and OF-306

(or updated versions of the aforementioned forms if distributed by the COR following the award of the contract) to the COR a minimum of 14 days prior to the start date. If the Contractor is expected to be onsite for 5 days or less, a FTC-OSPR-17Z form may be utilized. This form cannot replace the normal application process if the Contractor will be returning to base multiple times within the same contract period. A single 17Z form is authorized per Contractor per contract period. All Contractors will be subject to fingerprinting and background check.

Contractors that are either foreign born or are a foreign national seeking access to the FLETC/

Federal Complex, regardless of time frame, must be issued a FLETC ID Badge. Contractors shall submit completed forms FTC-OSPR-17, FTC-OSPR-17a, FTC-OSPR-17b1, FTC-OSPR-17b2, and

OF-306 and shall provide a copy of their U.S. Passport, Visa, and/or Naturalization Certificate. This shall be submitted to the COR a minimum of 30 days prior to the start date. All Contractors born outside the U.S. but are U.S. Citizens will be required to submit FTC-OSPR-17, FTC-OSPR-

17a, and OF-306 and shall provide proof of U.S. Citizenship in the form of a U.S. Passport or

Naturalization Certificate. Contractors that are either foreign born or are a foreign national shall complete fingerprinting regardless of their duration on the cutter.

The COR will distribute the most recent revision of the access forms, as applicable, via email to the

Contractor as soon as possible following the award of the contract. Contractors are strongly encouraged to type out and hand sign the forms, as hand written forms may be illegible and slow the review process down. The Contractor is strongly encouraged to complete all required fingerprinting prior to the work start date to allow for immediate and uninterrupted access to FLETC and Cutter.

It is imperative that the “Work Start Date” on the FLETC access form is as accurate as possible for that individual. This date should be the day the person will be onsite and need access to the base, not necessarily the first day of the contract. This will allow for an adequate amount of time for the

Contractor’s fingerprints to be adjudicated. An inaccurate “Work Start Date” may cause temporary loss of FLETC access while the contractor’s fingerprints are being processed. Contractor are strongly recommended to extend the “Work Stop Date” 15 to 30 days past the scheduled work completion date to ensure uninterrupted contractor access to FLETC if a contract extension were to occur.

Contractors shall be advised that the Department of Homeland Security (DHS) completes background checks on all FLETC applicants and reserves the right to deny access to those with criminal history, 5 (REV-2) those who have not registered for Selective Service, and/or other various conditions. If any disqualifying information is discovered during the background check process, FLETC may require the individual to vacate FLETC property immediately. DHS may not be required to supply a reason for denial of entry or removal from the FLETC facility. Contractors shall abide by the policies and regulations established for the daily operations of FLETC, including but not limited to wearing the

FLETC-issued ID badges at all times, adhering to posted speed limit signs, posted restricted area signs, traffic directional signs, and law enforcement directions given by FLETC Security Forces. The

Contractor shall be advised that FLETC Badges may be terminated due to violation of FLETC policies and regulations.

3.8.2 Arriving at FLETC Charleston:

Contractors are required to check in at the visitor’s center prior to entering the main gate and 1) Pick up a visitor’s badge, and 2) Complete a parking pass application prior to gaining access to FLETC.

The parking pass shall be completed on-site and requires the contractor to provide a valid license, vehicle registration and proof of insurance. All vehicles are subject to search and FLETC/Federal

Complex utilizes 100% ID Checks. Parking for HAMILTON and JAMES is located at the head of

PIER PAPA. THE CONTRACTOR SHALL NOT PARK ON THE PIER.

Contractors shall proceed to 1050 Register St to meet with the Base Charleston Command Security

Officer immediately after the visitor center to be fingerprinted. Hours of operation for the Base

Charleston Command Security Officer is Monday thru Friday, 0830-1100. To ensure the Command

Security Officer is available, Contractors shall call 843-740-3168 before arrival. Fingerprinting outside hours of operation shall be scheduled in advance with the Base Charleston Command Security

Officer. Upon completion of fingerprinting, the Project Manager shall provide the COR with names of Contractors to be added to the Cutter Access List.

3.8.3 Gaining Access to CGC HAMILTON and CGC JAMES. The Contractor must complete required fingerprinting before being placed on the Cutter Access List and permitted on board the Cutter. The

Project Manager shall notify the COR of Contractors who have completed fingerprinting to be added to the Cutter

Access List. The Cutter Access List will be kept at the quarterdeck of the vessel, enabling Cutter watch standers to maintain visitor accountability. Contractors shall sign in and out at the quarterdeck each day and abide by

100% ID checks. Contractors who are not on the Cutter Access List will not be permitted onboard the cutter.

3.8.4 Gaining Access to Secure Spaces on the Cutters. Certain spaces on board the cutter contain classified information and will require proof of security clearance before access is granted. These spaces are CIC, COMM/MEES, the LAN Room and SCIF. Personnel requiring to work in these areas must have their clearance via OPNAV 5521/17 form at least two weeks prior to arrival in addition completing fingerprinting.

3.8.5 Submitting Access Requests:

All of the required base access forms contain Personally Identifiable Information (PII). Encryption or password protection of emails is HIGHLY ENCOURAGED.

Please submit all required forms, completed and signed, via email to the Port Engineer/COR listed below. Submit all required forms in a single email, not to exceed 10MB. The designated Port

Engineer/COR will ensure that the forms are secured, reviewed, and forwarded to the proper personnel. You will be notified of any discrepancies with the paperwork.

Please do not hesitate to contact any of the personnel on the email list below with questions.

6 (REV-2)

POINT OF

CONTACT

JOB

DESCRIPTION

E-MAIL PHONE #

LTJG Justin

Rebholz

HAMILTON Port

Engineer

Justin.T.Rebholz@uscg.mil 843-740-7096

LT Corrine Wright WMSL QA/COR

Lead

Corrine.E.Wright@uscg.mil 843-740-7096

3.9 Pier Restrictions. The Contractor will be provided a “Contractor lay-down area” at the head of the pier to store any office and equipment trailers, personal vehicles, parts, etc. The Contractor should be aware that due to weight limitations on the pier, any blast equipment, vacuum trucks, cranes, portable toilets or showers, etc. shall not be staged on the pier without prior approval. The Contractor shall submit “cut sheets” to the COR a minimum of 5 days prior to the equipment being used for approval. “Cut sheets” are usually obtained from the equipment rental company and typically contain information such as weight, number of axels, dimensions, and other pertinent information about the equipment to be staged on the pier. The Contractor should include the dates the equipment will be staged on the pier and suggested location of the equipment. The COR will forward this information to the Civil Engineering Unit who will approve or deny the equipment to be staged on the pier.

The COR will notify the Contractor once the equipment is approved or denied.

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.

7 (REV-2)

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

8 (REV-2)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL #

WORK ITEM

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 |

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

9 (REV-2)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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

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

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

Replica Tape Here

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:

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

10 (REV-2)

QA-3b - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

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:

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).

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

TIME

11 (REV-2)

QA-4 - QUALITY ASSURANCE INSPECTION FORM

(SURFACE SOLUBLE SALT CONDUCTIVITY LOG)

VESSEL NAME HULL # WORK ITEM

SOLUBLE SALT CONDUCTIVITY MEASUREMENTS IAW SSPC-GUIDE 15.

DATE TEST LOCATIONS CONDUCTIVITY (MICROSIEMENS/CM)

12 (REV-2)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL #

WORK ITEM

COATING MFG PRODUCT NAME

BATCH

INDUCTION

TIME

COATING SYSTEM

SEQUENCE

(PRIMER/TOUCHUP/3RD

COAT, ETC.)

DRY FILM THICKNESS (DFT) MEASUREMENTS IAW SSPC-PA 2.

SPOT 1 2 3 4 5

AVERAGE

VALUE

*BASE METAL READING

(BMR) Required, If Magnetic

Pull-Off (Type I/Banana) Gauge Is

Used.

LOCATION (FRAME REFERENCE):

SPOT 1 2 3 4 5 OVERALL AVG. DFT ADJUSTMENTS

1 AVG. BMR DEVIATION

3 BEFORE ADJUSTMENTS AFTER ADJUSTMENTS

AVG.

1 AVG. BMR DEVIATION

1 AVG. BMR DEVIATION

APPLICATION METHOD (AIRLESS,

CONVENTIONAL SPRAY, ROLLED)

AVERAGE DFT

13 (REV-2)

25901_0617_FLT

REC_25901_FLT_418' WMSL (0617)

WORK ITEM 1: 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.

TABLE 1 – MAIN PROPULSION DIESEL ENGINE NAME PLATE DATA

EQUIPMENT

MODEL NUMBER /SERIAL

NUMBER

LOCATION

Main Propulsion Diesel Engine, 9666 HP, MTU America Inc.

20V 1163 TB 93 / 5840323

AFT Main Machinery Room

(5-52-0-E)

Main Propulsion Diesel Engine, 9666 HP, MTU America Inc.

20V 1163 TB 93 / 5840324

AFT Main Machinery Room

(5-52-0-E)

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 750-WMSL-100-082, Rev A, General Arrangements NSC 4 ONLY

(AS4100001)

Coast Guard Drawing 750-WMSL-801-009, Rev A, Booklet of General Plans (NSC 4 ONLY)

(ASC801001D…