Attachment (2) Specifications.pdf

PDF 593 KB Posted Mar 25, 2020

Attached to: HAMILTON MPDE FY20 FYQ3
Solicitation number: 70Z08520QP4528200
Issued by: Department of Homeland Security US Coast Guard

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Written by GovTribe AI · Dec 27, 2023

This is a solicitation for the HAMILTON MPDE FY20 FYQ3 requirement. The solicitation involves maintenance and repair work for the main propulsion diesel engines on the USCGC HAMILTON, including a diesel engine inspection, 8000-hour maintenance, installation of cofferdams, cleaning and inspection of geislinger couplings, and renewal of low pressure and high pressure intercoolers. The work will be performed by a commercial contractor at a Coast Guard facility and is required to be completed in accordance with Coast Guard technical publications and standard specifications. Relevant details involve lists of government furnished property and critical inspection items.

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Other files

File	Type	Posted
Attachment (6) Government Property Report.pdf	PDF	Mar 25, 2020
70Z08520QP4528200 Solicitation.pdf	PDF	Mar 25, 2020
Attachment (8) DHS Form 11000-6 Non-Disclosure Agreement.pdf	PDF	Mar 25, 2020
Attachment (5) Base Lay Down and Pier PAPA Restrictions.pdf	PDF	Mar 25, 2020
Attachment (3) Past Performance Information Form.docx	DOCX document	Mar 25, 2020
Attachment (7) Pier PAPA Load Restriction Clarification (A).pdf	PDF	Mar 25, 2020
Attachment (1).xlsx	XLSX spreadsheet	Mar 25, 2020
Attachment (4) Request for Clarification.docx	DOCX document	Mar 25, 2020
Attachment (7) Pier PAPA Load Restriction Clarification (B).pdf	PDF	Mar 25, 2020

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USCGC HAMILTON (WMSL 753)

SPECIFICATION FOR DOCKSIDE MPDE REPAIRS

FY2020

Developed By: Christopher T Crowley

(REV_1, 10 September 2019)

USCGC HAMILTON (WMSL-418) DOCKSIDE AVAILABILITY FY2020

ii (REV_1)

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: Main Propulsion Diesel Engine, Diesel Engine Inspection, Perform WORK ITEM 2: Main Propulsion Diesel Engine, 8000 Hour, Maintenance, Perform WORK ITEM 3: Cofferdam, Install WORK ITEM 4: Main Propulsion Diesel Engine No.1, Geislinger Coupling, Clean & Inspect WORK ITEM 5: Main Propulsion Diesel Engine (No.1), Low Pressure (LP) Intercoolers, Renew WORK ITEM 6: Main Propulsion Diesel Engine (No.1) HP Intercoolers and Preheater, Renew iii (REV_1)

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

09DEC2019 1 4,5,6 Added WIs 4-6

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_1)

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 750-WMSL 100-031, Rev E, Unit 2300 Structure - Inner Bottom - FR 52 to FR 64

(ASC100230)

Coast Guard Drawing 750-WMSL 101-030, Rev C, Shell Expansion Scantlings (AS3101017) Coast Guard Drawing 750-WMSL 100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL 501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-501-002, Rev E, Machinery Arrangements (ASC501001) Coast Guard Drawing 750-WMSL-801-004, Rev B, Booklet of General Plans (ASC801001C)

COAST GUARD PUBLICATIONS

Coast Guard Commandant Instruction(COMDTINS) M10360.3 (series), Coatings and Color Manual Coast Guard Technical Publication 7024, 31-MAY-07, Main Diesel Engine - Removal Spaces and

Weights Coast Guard Technical Publication 7025, 31-MAY-07, Main Diesel Engine - Fluids and Lubricants

Specifications (A001061/35E) Coast Guard Technical Publication 7026, 31-MAY-07, Main Diesel Engine - Repair Tool Catalog Coast Guard Technical Publication 7027, 31-MAY-07, Main Diesel Engine - Operating Instructions Coast Guard Technical Publication 7028, 31-MAY-07, Main Diesel Engine - Workshop Manual Coast Guard Technical Publication 7031, 31-MAY-07, Main Diesel Engine - Parts Catalog

(M034562/01DE)

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

Code of Federal Regulations (CFR) Title 29, Part 1915, Subpart E, Sep 2015, Scaffolds, Ladders and

Other Working Surfaces v (REV_1)

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

The Society for Protective Coatings (SSPC) Paint Application Specification No. 1 (SSPC-PA Guide 1), 2004, Shop, Field, and Maintenance Painting of Steel vi (REV_1)

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 PARTS KIT,DIESEL

ENGINE

2815-01-628-0945 584-DEI-

KIT

2 $3,068.69

2 Y Cylinder Head Replacement Kit

P/N: 584-CYL-HD-RPLM

NSN: 016192838

20 ea 15450.56

2 Y Cylinder Liner Kit P/N: 584-CYL-LNR-KIT

NSN: 016192672

20 ea 3672.81

2 N Piston Engine P/N: 5840301117 NSN:

123349610

20 ea 10180.72

2 Y LP Turbocharger Replacement Kit

P/N: 584-LPTURBO-RPLM

NSN: 016194969

5 ea. 36564.41

2 Y HP Turbocharger Replacement Kit

P/N: 584-HPTURBO-RPLM

NSN: 016200381

5 ea. 22072.33

2 Y Injector Replacement Kit 2910-01-621-1898/

584-INJ-SWAP-KIT

20 ea $116.62

*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 vii (REV_1)

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

This section is not applicable to this package.

viii (REV_1)

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_1)

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

2 (REV_1)

subsequently authorized by changes, modifications, or extensions to the contract.

3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment.

3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310.

3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats).

3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior).

NOTE

Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited.

3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and 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 (REV_1)

3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint.

3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors’ Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas;

ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays).

3.5.6 Additional Requirements. The Contractor shall be aware of the following:

3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility’s EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval.

3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations.

3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more.

3.6 Local Policy. None.

3.7 SFLC standard specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2014 Edition Standard Specifications and supersede published content:

3.7.1 Change to SFLC Std Spec 0000, paragraph 1.3. ‘Acronyms and term definitions’, page 5, “PCL (Paint Containing Lead)” definition replaced by, “Any paint or coating containing lead in excess of 0.009 percent by weight (1.0 mg/cm2 or 90 ppm). Lead Based Paint (LBP) is an interchangeable term with PCL.”

4 (REV_1)

3.7.1.1 Change Std Spec 0000 paragraph 3.2.4.2.3(QP 1 inspector or tech rep duties) bullet, “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.19 of SFLC Std Spec 6310 (Critical drying time requirements)).” to “Determine when applied coats have sufficiently cured for overcoating or for system service resumption (see paragraph 3.1.17 of SFLC Std Spec 6310 (Critical drying time requirements)).”

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

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

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.

5 (REV_1)

• 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, 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.

POINT OF JOB E-MAIL PHONE #

6 (REV_1)

CONTACT DESCRIPTION

LTJG Justin Rebholz

HAMILTON Port Engineer

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

LTJG Charles Ehret

JAMES Port Engineer

Charles.T.Ehret@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_1)

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_1)

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

9 (REV_1)

QA-3a - QUALITY ASSURANCE INSPECTION FORM

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

VESSEL NAME HULL # WORK ITEM

WORK ITEM TITLE

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