Attachment 2_Statement of Work _Specification.pdf

USCGC NORTHLAND (WMEC 904)

SPECIFICATION FOR DOCKSIDE REPAIRS

FY2021

Developed By: Stephanie L Eldredge

(Rev-0, 22 February 2021)

USCGC NORTHLAND (WMEC-270A) DOCKSIDE AVAILABILITY FY2021

ii (Rev-0)

TABLE OF CONTENTS

Revisions Record ......................................................................................................................................... iii Consolidated List of References ................................................................................................................... iv Consolidated List of Government-furnished Property ................................................................................. vi Consolidated List of Critical Inspection Items ........................................................................................... vii Principal Characteristics ............................................................................................................................ viii General Requirements WORK ITEM 1: Watertight Hatches and Door, Renew WORK ITEM 2: Weather Tight Doors, Renew WORK ITEM 3: Tank Plating, Renew & Preserve iii (Rev-0)

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

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-0)

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 901 WMEC 113-001, Rev E, Tank Top Pl & Fr Fwd 101 Coast Guard Drawing 901 WMEC 131-001, Rev H, Mn Dk Pl & Fr, Fwd 101 Coast Guard Drawing 901 WMEC 136-001, Rev K, 01 Level Pl & Fr, Fwd 101 Coast Guard Drawing 901 WMEC 152-005, Rev J, 02 Level Pltg & Frwk Coast Guard Drawing 901 WMEC 167-001, Rev T, List of Structural Closures Coast Guard drawing 901 WMEC 506-002, Rev J, Overflow, Air Escape and Sounding Tube A&D Fwd

Coast Guard Drawing 901 WMEC 529-001, Rev N, Ballasting & Emer Bilge Drainage Sys Diagram Coast Guard Drawing 901 WMEC 801-003, Rev L, Genl Arr, 02, Ph & Abv Coast Guard Drawing 901 WMEC 801-004, Rev J, General Arrangement 01 level Coast Guard Drawing 901 WMEC 801-005, Rev K, Genl Arr, Mn Dk Coast Guard drawing 901 WMEC 801-006, Rev M, Genl Arr, 1st Platf Coast Guard drawing 901 WMEC 801-021, Rev C, Tank Capacity & Sounding Tube Tables Coast Guard Drawing FL-1602-25, Rev A, Fleet Raised Watertight Hatches Coast Guard Drawing FL-1602-70, Rev B, Doors W.T. Q-A 26 x 66 Med Steel 8-Dog

COAST GUARD PUBLICATIONS

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

Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

ASTM International (ASTM) D1330, 2010, Standard Specification for Rubber Sheet Gaskets Commercial Item Description (CID) A-A-59316, Nov 2016, Abrasive Materials for Blasting The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal v (Rev-0)

The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning vi (Rev-0)

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)

1 N Flush mounted watertight hatch, 24 inches x 24 inches, , Steel, including coaming

PN: N/A 1 ea. 7,070.00

1 N Watertight hatch, 36 inches x 36 inches, 8 dogs, width 18 inches, Steel, including coaming

NSN: 2040-01-679-3745 1 ea. 8,960.00

1 N Watertight hatch, 24 inches x 24 inches, raised mounted, Aluminum, including coaming

PN: N/A 1 ea. 7,070.00

1 N Quick Acting WTD , 26 inches x 66 inches, 8 dogs, Right hand swing, Aluminum, including coaming

NSN: 2040-01-679-3725 1 ea. 5,845.00

2 N 26 1/8 inch X 45 1/8 inch, Weather Tight, Aluminum, 2 dog, RH Swing

PN: N/A 1 ea. 7,980.00

2 Y 26 1/8 inch X 45 1/8 inch, Weather Tight, Aluminum, 2 dog, LH Swing

PN: N/A 1 ea. 7,980.00 vii (Rev-0)

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 3.2.6.1.4 (Inspection report particulars)):

Work Item Title

This section is not applicable to this package.

viii (Rev-0)

PRINCIPAL CHARACTERISTICS

270' WMEC (A-CLASS)

PHYSICAL

Length overall 270' 0" Length between perpendiculars 255' 0" Beam molded 38' 0" Depth molded, main deck amidships 01 level amidships

23' 6" 31' 4"

Full load displacement 1,902.2 long tons Draft, full load to baseline amidships 14' 3" Highest projection above baseline *height approximated

≈ 110' 0"

Shore tie voltage requirements 2 cables, 400A / 450V, 3 phase Frame spacing 1' 0"

MACHINERY

Main propulsion 2 ALCO Model 18-251-F Diesel Engines, 3,600 BHP each Ship’s service generators 2 Caterpillar Model D-398-TA Diesel-driven KATO 6P6-

1350 Generators. 475 KW each @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Emergency generators Caterpillar Model D-348-TA Diesel-driven KATO 4P4- 1900. 475KW @ 0.8 power factor, 450VAC, 3 phase, 60 cycle

Number of propellers 2 Propeller diameter 9' 0" Number of blades, Each 4 Pitch Controllable Shaft RPM 260 Shaft diameter 10.55" at exit of hull Anchor & chain Two 4,000 lb Navy Stockless Anchors, 8 shots of chain each

TANK CAPACITIES

Diesel fuel total (95%) 79,210 gal.

JP-5 total (95%) 25,890 gal.

Potable water total (100%) 8,553 gal.

Hydraulic & lube oil total (95%) 2,237 gal.

1 (Rev-0)

00000_0121_FLT

REC_00000_FLT_Commercial Project @ CG Facility (0121)

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), 2020, General

Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and

Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

None

3. REQUIREMENTS

3.1 General. The Contractor must 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-0)

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

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

• Provide fire watch personnel and fire extinguishers for the duration of the availability period, during and beyond noted Coast Guard fire watch support.

3.3 Preservation requirements. The Contractor must 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 must perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740.

3.5 Environmental protection requirements. The Contractor must adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000:

3.5.1 USCG facilities. The Contractor must 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 must 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 must 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 must 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 Large Quantity Generator (LQG).

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

3 (Rev-0)

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

3.5.3 Regulatory notifications. The Contractor must 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 must 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 must 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 must appoint in writing an Environmental Manager for the project, and must be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager must 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 must 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 must be aware of the following:

3.5.6.1 No Contractor or Subcontractor must 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 must 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 must 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 must be aware that the following are approved changes to published SFLC 2020 Edition Standard Specifications and supersede published content:

4 (Rev-0)

None.

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.

5 (Rev-0)

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 mfg.

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 mfg.

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

6 (Rev-0)

QA-2 - QUALITY ASSURANCE INSPECTION FORM

(ENVIRONMENTAL READINGS)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

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

7 (Rev-0)

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

8 (Rev-0)

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).

9 (Rev-0)

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)

10 (Rev-0)

QA-5 - QUALITY ASSURANCE DATA FORM

(COATING THICKNESS)

(Use one sheet for each sequence)

VESSEL NAME HULL # WORK ITEM

# WORK ITEM TITLE

COATING MFG PRODUCT NAME BATC

H #

INDUCTI

ON 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

S_16702_ESD_0620_SWIT

S20_0016_16700_CJ_0221_904

S20_0017_16700_CJ_0221_904

WORK ITEM 1: Watertight Hatches and Door, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew watertight hatches and door identified in Table 1.

TABLE 1 – WATERTIGHT HATCH LOCATIONS

DESCRIPTION LOCATION DRAWING

WTH 1-24-1; 24 inches x 24 inches, Flush mounted watertight hatch, Steel, including coaming

Main deck service Bos’n stores 2-17-0-A 901 WMEC 167-001

WTH 1-44-2; 36 inches x 36 inches, 8 dogs, width 18 inches, Steel, including coaming

Main Deck serves passageway 2-28-2-L 901 WMEC 167-001

WTH 01-24-1, 24 inches x 24 inches, raised mounted, Aluminum, including coaming

01 Level serves Anchor windlass room and Bos’n workshop 1-12-0-Q

FL-1602-25

QAWTD 01-47-1, 26 inches x 66 inches, 8 dogs, Right hand swing, Aluminum, including coaming

01 Level Serves forward vestibule -1-47-0-L FL-1602-70

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN

QTY ESTIMATED

COST

($/UNIT)

N Flush mounted watertight hatch, 24 inches x 24 inches, , Steel, including coaming

PN: N/A

1 ea. 7,070.00

N Watertight hatch, 36 inches x 36 inches, 8 dogs, width 18 inches, Steel, including coaming

NSN: 2040-01-679-3745 1 ea. 8,960.00

N Watertight hatch, 24 inches x 24 inches, raised mounted, Aluminum, including coaming

PN: N/A 1 ea. 7,070.00

N Quick Acting WTD , 26 inches x 66 inches, 8 dogs, Right hand swing, Aluminum, including coaming

NSN: 2040-01-679-3725 1 ea. 5,845.00

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing FL-1602-25, Rev A, Fleet Raised Watertight Hatches Coast Guard Drawing FL-1602-70, Rev B, Doors W.T. Q-A 26 x 66 Med Steel 8-Dog Coast Guard Drawing 901 WMEC 131-001, Rev H, Mn Dk Pl & Fr, Fwd 101 Coast Guard Drawing 901 WMEC 136-001, Rev K, 01 Level Pl & Fr, Fwd 101 Coast Guard Drawing 901 WMEC 167-001, Rev T, List of Structural Closures Coast Guard Drawing 901 WMEC 801-004, Rev J, General Arrangement 01 level Coast Guard Drawing 901 WMEC 801-005, Rev K, Genl Arr, Mn Dk

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Commercial Item Description (CID) A-A-59316, Nov 2016, Abrasive Materials for Blasting The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

3. REQUIREMENTS

3.1 General. The Contractor must refer to Coast Guard Drawings listed in Section 2 (References), as guidance in accomplishing this work item.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

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

• Sheathing

• Bulkhead insulation

• Electrical wiring

3.2 Removal and installation. The Contractor must accomplish the following tasks for each watertight hatch and quick acting watertight door assemblies designated in Table 1 as designated by the Coast Guard Inspector and using Coast Guard Drawing FL-1602-25 & FL-1602-70, Coast Guard drawings 901 WMEC 131-001, 901 WMEC 136-001, 901 WMEC 167-00, 901 WMEC 801-004 and 901 WMEC 801- 005 as guidance:

• Crop, remove, and dispose of the hatch, including associated coaming.

• Install a new GFP watertight hatch and quick acting watertight door assembly in place of the removed.

• Perform all necessary modifications to ensure the renewed hatch properly fits on its corresponding enclosure.

• Provide and install new hatch gaskets, and fasteners, as required.

• To achieve satisfactory latch operating condition and at the Coast Guard Inspector's direction, relocate, adjust, fabricate and install new securing latches to the closure or ship's structure.

NOTE

Geometric dimensioning and tolerance variances and minor hardware differences are to be expected with the Government-furnished closures. These variances and differences are not limited to the following: location and physical size of the hinge assemblies; location, physical size, and number of flush mounted pockets; location, size, and orientation of securing devices.

3.2.1 Grab handle installation. If a Change Request has been authorized and released, and as designated by the Coast Guard Inspector, the Contractor must fabricate and weld-install a suitable “grab handle’ on the coaming of a new hatch. Refer to Figure 1.

NOTE

Grab handle may be attached vertically on the hatch framing to assist members going through a scuttle. See Figure 1.

3.2.2 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, paragraph 3.1.13 (Touch-ups and minor coating repairs.), refer to Table 2.

CAUTION

Do not paint knife-edges, gaskets, or any moving parts; including dogs, nuts, wedges, spindles, yokes, packing, connecting rods and hinge pins.

TABLE 2 – SURFACE PREPARATION AND COATING

STEEL ALUMINUM

PREPARATION COATING PREPARATION COATING

Top SSPC-

SP10/NACE No.

2, using grit

Apply coating system specified for Freeboard/

Superstructure/Mast

Brush blast to bare metal with clean, fine aluminum oxide, garnet or equivalent

Apply coating system specified for “Freeboard/

Superstructure/Mast conforming to

MIL-A-22262

(1.5 to 2.5 mil anchor profile)

-Or-

SSPC-SP 11 (1.0

mil anchor profile)

(Freeboard/Superstructure, Steel), Option I”, in

Appendix A (Cutter and Boat Exterior Painting Systems) of SFLC Std

Spec 6310.

inert material conforming CID A-A-59316, Type I &

IV (1.0-1.5 mil anchor profile).

-Or- Power tool clean, using non-metallic abrasive padding, to remove all coatings and contamination.

(Freeboard/Superstructure, Aluminum), Option I”, in

Appendix A (Cutter and Boat Exterior Painting Systems) of

SFLC Std Spec 6310.

Bottom SSPC-SP 11 (1.0 mil anchor profile)

Apply coating system specified for “Door, Joiner, Option I” in

Appendix B (Cutter and Boat Interior Painting Systems) of SFLC Std

Spec 6310.

Power tool clean, using non-metallic abrasive padding, to remove all coatings and contamination.

Apply coating system specified for “Door, Joiner, Option I” in Appendix B (Cutter and Boat Interior

Painting Systems) of SFLC Std Spec 6310.

3.2.3 Testing. Upon complete renewal of each structural closure, the Contractor must perform the following boundary tests and submit a CFR in accordance with SFLC Std Spec 0740, Appendix C:

• Chalk test

• Water hose test

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.3 Operational test, post repairs. After completion of work and in the presence of the Coast Guard Inspector, the Contractor must thoroughly test and demonstrate the equipment listed below to be in satisfactory operating condition. Submit a CFR. Ensure the following:

• Closures are properly secured, so as to prevent accidental or unintentional movement.

• Securing latches adequately engage closures and positively lock into place without excessive force or manipulation by the operator.

4. NOTES

4.1 Damage control markings. Coast Guard personnel will apply appropriate damage control decals onto all newly installed closure(s).

S20_0031_16802_CJ_0221_904

WORK ITEM 2: Weather Tight Doors, Renew

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to renew the external weather tight doors identified in Table 1.

TABLE 1 – WEATHER TIGHT DOOR LOCATION

DESCRIPTION LOCATION DRAWING

WTD 02-98-1, 26 1/8 inch X 45 1/8 inch, Weather Tight, Aluminum, 2 dog, RH Swing

02 Deck serves Sensor room & Command support center 2-63-0-C

901 WMEC 167-001

WTD 02-98-2, 26 1/8 inch X 45 1/8 inch, Weather Tight, Aluminum, 2 dog, LH

Swing

02 Deck serves Sensor room & Command support center 2-63-0-C

901 WMEC 167-001

1.2 Government-furnished property.

MTI ITEM DESCRIPTION NSN/PN

QTY ESTIMATED

COST

($/UNIT)

N 26 1/8 inch X 45 1/8 inch, Weather Tight, Aluminum, 2 dog, RH Swing

PN: N/A 1 ea. 7,980.00

Y 26 1/8 inch X 45 1/8 inch, Weather Tight, Aluminum, 2 dog, LH Swing

PN: N/A

1 ea. 7,980.00

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard Drawing 901 WMEC 152-005, Rev J, 02 Level Pltg & Frwk Coast Guard Drawing 901 WMEC 167-001, Rev T, List of Structural Closures Coast Guard Drawing 901 WMEC 801-003, Rev L, Genl Arr, 02, Ph & Abv

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2020, Welding and Allied Processes

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

Commercial Item Description (CID) A-A-59316, Nov 2016, Abrasive Materials for Blasting The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface

Preparation Standard SSPC-SP 10/NACE No.2, 2007, Near-White Blast Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Standard No. 11 (SSPC-SP 11), 2013, Power-Tool Cleaning to Bare Metal

3. REQUIREMENTS

3.1 General. The Contractor must refer to Section 2 (References) for guidance when accomplishing this work item.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

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

• Sheathing

• Bulkhead insulation

• Electrical wiring

NOTE

Geometric dimensioning, tolerance variances, and minor hardware differences are to be expected with the Government-furnished closures. These variances and differences are not limited to the following: location and physical size of the hinge assemblies; location, physical size, and number of flush mounted pockets; location, size, and orientation of securing devices.

3.2 Renewal. The Contractor must crop, remove, and dispose of the doors identified in Table 1 of this work item, including the associated coaming as designated by the Coast Guard inspector and using Coast Guard drawings 901 WMEC 152-005, 901 WMEC 167-001, 901 WMEC 801-003 and SFLC Std Spec 0740 as guidance.

3.2.1 Install GFP doors in place of the ones removed.

3.2.2 Perform all necessary modifications not limited to relocation, fabrication and installation of a new securing device, and modifications to ensure all renewed items properly fit and function.

3.2.3 At the direction of the Coast Guard Inspector, perform all necessary relocation and modification of securing latches.

3.2.4 Provide and install new gaskets and fasteners for each new installation identified in Table 1.

3.3 Testing. Upon complete renewal of each structural closure, the Contractor must perform the following boundary tests and submit a CFR:

• a chalk test

• a water hose test

NOTE

Do not paint knife-edges, gaskets, or any moving parts; including dogs, nuts, wedges, spindles, yokes, packing, connecting rods and hinge pins.

3.4 Preservation. The Contractor must prepare and coat the surfaces of all installed items identified in Table 1 of this work item, and all disturbed surfaces to match existing adjacent area, in accordance with Table 2 and as determined by the surface material to be preserved.

TABLE 2 – SURFACE PREPARATION AND COATING

PREPARATION COATING

SURFACE STEEL ALUMINUM STEEL ALUMINUM

DOOR

EXTERIOR/

SCUTTLE

TOP

SSPC-SP10/NACE

No. 2, using grit conforming to MIL-A- 22262 (1.5 to 2.5 mil anchor profile) -Or- SSPC-SP 11 (1.0 mil anchor profile)

Brush blast to bare metal with clean, fine aluminum oxide, garnet or equivalent inert material conforming CID A-A- 59316, Type I & IV (1.0-1.5 mil anchor profile).

-Or- Power tool clean, using non-metallic abrasive padding, to remove all coatings and contamination.

SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems)

DOOR

INTERIOR/

SCUTTLE

BOTTOM

SSPC-SP 11 (1.0 mil anchor profile)

Power tool clean, using non-metallic abrasive padding, to remove all coatings and contamination.

SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems) “Door, Joiner, Option I”

NOTE

Coast Guard personnel will operate all shipboard machinery and equipment.

3.5 Operational test, post repairs. After completion of work, the Contractor must 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 as defined in the following; submit a CFR.

• Closures are properly secured, to prevent accidental or unintentional movement.

• Securing latches adequately engage closures and positively lock into place without excessive force or manipulation by the operator.

4.1 Damage control decals. Ship’s force will apply damage control decals.

63110_ESD_0121_FLT

REC_12316_FLT_270’ WMEC ‘A’ Class (ALL) (0320)

S21_0003_52900_CJ_0221_904

WORK ITEM 3: Tank Plating, Renew & Preserve

1. SCOPE

1.1 Intent. This work item describes the requirements for the Contractor to prepare and coat part of the surfaces of the following tank(s) up to the percentage indicated, in the locations designated by the Coast Guard Inspector, crop and renew up to 5 square feet of steel tank plating below the striker plate and renew the striker plate for Ballast Tank 3-B-0-W.

TABLE 1 - TANKS

TYPE OF

STRUCTURE

LOCATION CAPACITY - 95%

(GALLONS)

LOW

SUCTION

(GALLONS)

% OF TANK

COATING REPAIR)

Ballast 3-B-0-W 5,691 479 33 Void 4-5-0-V 460 0 33

NOTE

Tanks also used for storing grey water – considered immediately dangerous to life and health (IDLH).

1.2 Government-furnished property.

None.

2. REFERENCES

COAST GUARD DRAWINGS

Coast Guard drawing 901 WMEC 113-001, Rev E, Tank Top Pl & Fr Fwd 101 Coast Guard drawing 901 WMEC 506-002, Rev J, Overflow, Air Escape and Sounding Tube

A&D Fwd 103 Coast Guard Drawing 901 WMEC 529-001, Rev N, Ballasting & Emer Bilge Drainage Sys

Diagram Coast Guard drawing 901 WMEC 801-006, Rev M, Genl Arr, 1st Platf Coast Guard drawing 901 WMEC 801-021, Rev C, Tank Capacity & Sounding Tube Tables

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2020, General Requirements

Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2020, Requirements for Preservation of Ship Structures

OTHER REFERENCES

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

3. REQUIREMENTS

3.1 General. The Contractor must refer to Coast Guard Drawings listed in Section 2 (References), as guidance in accomplishing this work item.

3.1.1 CIR.

None.

3.1.2 Tech Rep.

Not applicable.

3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection).

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

• Tank access manhole cover

• Ladder

• Baffles

• Sounding tube

• Striker plate

• Ballast tank 3-B-0-W (4700 gallon capacity)

• Void 4-5-0-V (500 gallon capacity)

NOTE

Any ballast tanks being listed for preservation will have been pumped down to low suction by ship’s force prior to starting work.

3.2 Content removal. The Contractor must remove and dispose of all fluids and/or residues in accordance with all applicable Federal, state, and local regulations. Plug all inlet and outlet piping in the tank to prevent contaminants from entering the tank. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings. Maintain a plug accountability log outside the tank(s) to prevent any of the installed temporary plugs from being lost inside the tank or forgotten inside at tank closure.

3.3 Ultrasonic thickness (UT) measurement. The Contractor must take a total of 50 UT measurements in accordance with SFLC Std Spec 0740, Appendix C in locations designated by the Coast Guard Inspector and using Coast Guard drawing 901 WMEC 113-001 as guidance. Submit a CFR.

3.4 Renewal. The Contractor must accomplish the following for Ballast Tank 3-B-0-W as designated by the Coast Guard Inspector, and as shown on Coast Guard Drawings 901 WMEC 113-001, 901 WMEC 506-002, 901 WMEC 529-001, 901 WMEC 801-006 and 901 WMEC 801-021:

• Crop and renew up to 5 square feet of steel plating at the bottom of the ballast tank at frame 11.

• Crop and renew existing striker plate.

3.5 Surface preservation. The Contractor must remove and retain the manhole covers. Prepare and coat designated tank (see paragraph 1.1 (Intent)) interior surfaces using the system specified in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Paint Systems) and as follows:

• For voids use the system specified for “Tanks and Voids, General, Option I”.

• For ballast tanks use the system specified for “Tanks and Voids, Ballast Tanks; Option I”.

• Power tool clean all affected surfaces to “bare metal”, in lieu of using abrasive blasting; and feather edges of existing intact coating to the prepared areas in order to provide a smooth transition with the new paint.

• Select finish/top coat color to match existing adjacent surfaces.

3.6 In-process quality control measures. The Contractor must abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces).

NOTE

Surfaces being preserved are considered “critical-coated surfaces”.

3.7 Inspection. After surface preparation and before coating application, the Contractor must visually inspect all tank interior and manhole cover surfaces; including, but not limited to bulkheads, floor and overhead plating, structural members, fasteners and gasket seating surfaces. Submit a CFR including the following, as applicable:

• Structural condition.

• Inaccessible areas.

• Tank level indicator (TLI) and/or float switch condition.

• Sounding tube and striker plate condition.

• Suction and discharge piping.

• Fastener condition.

3.8 Tank closing. The Contractor must ensure that the tank(s) remain open for at least 24 hours after completion of the tasks specified above. Notify the COR at least 24 hours prior to closing the tank(s).

After satisfactory inspection by the Coast Guard Inspector and after all authorized repairs, accomplish the following:

• Reinspect all TLIs, as applicable, to verify proper operation. Submit CFR.

• Close tank manhole cover(s) with new gasket material conforming to ASTM D1330 and new cotton grommets on all studs (as applicable).

• Renew 100% of nylon insert/nylock nuts and washers.

This section is not applicable to this work item.