STEEL TANK INSTITUTE AST Certification Report Per STI SP001, 5

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STEEL TANK INSTITUTE AST Certification Report Per STI SP001, 5th Edition, September 2011

City of Newport Tank No. I JET A In Service Inspection Located at: Newport Airport, OR Inspected on: 12-12-2017 Report No. 40442247-2

Prepared By:

7820 South 210th Street, Suite 110 Kent, WA 90032 (206) 764-8123

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Table of Contents 1.0 Job Information 2.0 Tank Inspection Data Sheet 3.0 Suitability for Service 4.0 Summarized Recommendations 5.0 Ultrasonic Thickness Data 5.1 Secondary Shell Plate UT 5.2 North Head UT 5.3 South Head UT 5.4 Shell Nozzle and Appurtenance Table 5.5 Shell Nozzle UT 6.0 STI SP001 Checklists 7.0 Photographs 8.0 NDE Equipment Used 9.0 Inspector Certifications 10.0 Drawings

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 2 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

1.0 Job Information Job Location :

City of Newport 169 SW COST HWY Newport, OR 97365 USA

Customer Representative :

Lance Vanderbeck

Customer Phone Number :

1-541-867-7422

Job Charge Number :

CC.12.8.17

Report Number :

40442247-2

Mistras Work Order Number :

Inspection Personnel Provided :

T52678-40442247

Zach Libby API 653 Certified Inspector API 653 (46293)/API 510 (42713)/API 570 (41560)/UTT Adam Goodman Level II Technician LT/MT/PT/RT/UT/VT

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 3 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

2.0 Tank Inspection Data Sheet General : Tank Number Owner Design Standard Tank Location

I JET A City of Newport Unknown Newport, OR

Product

Jet A

Specific Gravity

0.825

Manufacturer Manufacture Date Cathodic Protection Data Plate Present Data Plate Condition

Brown Minneapolis Tank 1996 No Yes Legible

Dimensions : Diameter (ft) Length (ft) Capacity Nominal (gal)

8.00 31.66 12,000

Geometry : Foundation Shell Heads Configuration

Welded Saddle Supports. Rests on Asphalt Pad. Lap Welded Outer Shell. Primary Shell Unknown. Dished – Slip Fit Style. Horizontal Double Wall Construction

Access : Internal External

Top Manways Only. Fixed Ladder and Moveable Ladder.

Coatings :

Inspection Date 12/12/2017

Secondary Shell

External White

Heads

External White

Mistras Group, Inc. - Services Division

Page 4 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

3.0 Suitability for Service The Newport Airport 12,000 gallon I JET A tank was inspected and tested in accordance with all applicable requirements of STI SP001 September 2011 5th Edition. This tank is considered to be in a noncompliant state since there are corrosion related holes present within the outer shell that require mechanical repairs.

Per STI SP001 the tank is classified as a Category 1 and should be inspected monthly and annually by the owners inspector as required by Section 6.0 of STI SP001. Formal External Inspections shall be performed as required by the owner’s SPCC plan and established schedule.

Inspectors Signature: STI SP001 Certification No. 44164

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 5 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

4.0 Summarized Recommendations Based on the inspection completed this tank is a Category 1 in accordance with STI SP001, 5th Edition. The following section summarizes the recommendations which are based on the findings in the preceding checklists.

Foundation: 1) The tank saddle supports have localized areas of heavy coating degradation and scale accumulation. The customer should properly clean and recoat the affected locations to prevent further deterioration. Shell & Heads: 1) There were 4 areas where thru hole corrosion was discovered on the top of the secondary shell while scraping scale. These areas ranged from 4” x 6” to 10” x 10” in size and were near appurtenance G, I, L & O. It should be mentioned that the hole sizes were 2” in diameter and less. These holes should be enclosed as soon as possible to inhibit rainwater intrusion into the annular space. A temporary soft patch consisting of fiberglass or epoxy materials will suffice as a temporary fix until permanent mechanical repairs; such as filet welded patch plates, can be installed as required by STI SP-001 10.2.4. Note: The tank will remain in a non-compliant state until permanent repairs are completed. 2) There were scattered areas of localized coating failure and blistering present in various sizes with heavy scale buildup. Manual scraping revealed corrosion measuring 0.02” to 0.04” deep at these locations. Since holes have been discovered in similar areas on the top of the tank, it is strongly advised to prep and recoat these locations at the next opportunity.

Nozzles, Manways & Connections

1) The manway flanges and covers pertaining to appurtenance L, exhibited areas of moderate to heavy coating failure and scale

accumulation on all surfaces that included the gasket region, necks and around bolting. The customer should highly consider separating these components, cleaning and re-inspecting for a better evaluation. Pending results, these components should be recoated.

2) The coupling threads, plugs and adjacent components had light to moderate coating failure with oxidation occurring. The customer should prep and recoat these components at the next convenience.

3) Fill appurtenance N had heavy coating failure and scale accumulation between the flanges. The customer should highly consider separating these components, cleaning and re-inspecting for a better evaluation. Pending results, these components should be recoated.

Miscellaneous 1) The leak detection and more particularly the fill piping had areas of heavy coating failure with scale and minor corrosion forming. The customer should prep and recoat these components at the next convenience. 2) The fixed ladder located on the north head has heavy coating failure and scale build up present at the attachment points and around the bolting. The customer should prep and recoat these components at the next convenience.

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 6 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Inspectors Signature: STI SP001 Certification No. 44164

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 7 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

5.0 Ultrasonic Thickness Data 5.1 Shell Plate UT

The following table details all readings (in) from the shell UT survey. All scan profiles were equally spaced at 1.758 ft. The primary shell was not accessible at this time.

East

Top

West

Bottom

Readings Line Average

3

0.130

0.131

0.131

0.130

0.130

2

0.131

0.133

0.133

0.131

0.132

1

0.129

0.130

0.131

0.129

0.130

3

0.126

0.125

0.127

0.130

0.127

2

0.125

0.124

0.126

0.128

0.126

1

0.125

0.124

0.126

0.127

0.126

3

0.132

0.131

0.129

0.126

0.129

2

0.131

0.132

0.131

0.131

0.131

1

0.131

0.130

0.129

0.128

0.129

3

0.123

0.125

0.124

0.126

0.125

2

0.125

0.126

0.125

0.127

0.126

1

0.122

0.124

0.124

0.128

0.125

3

0.129

0.130

0.132

0.130

0.130

2

0.131

0.131

0.132

0.131

0.131

1

0.131

0.131

0.132

0.130

0.131

3

0.124

0.125

0.125

0.129

0.126

2

0.124

0.124

0.125

0.126

0.125

1

0.125

0.122

0.124

0.127

0.125

0.127

0.128

0.128

0.129

0.128

Data and Statistics

Course 6

Course 5

Course 4

Course 3

Course 2

Course 1

Scan Line Average

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 8 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

The tables below presents the statistics of the thickness readings (in) obtained on the Shell plates. Course #

Min

Avg

Max

6

0.129

0.131

0.133

5

0.124

0.126

0.130

4

0.126

0.130

0.132

3

0.122

0.125

0.128

2

0.129

0.131

0.132

1

0.122

0.125

0.129

Global

0.122

0.128

0.133

The following chart depicts the average thickness reading (in) on the shell plates versus the course number.

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 9 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

5.2 North Head UT The following table details all readings (in) obtained on the North Head. 6 readings were taken in a cross like pattern from east to west and top to bottom. Row 1 is the east to west profile. Plate ID \ Reading ID

1

2

3

4

5

6

Avg

1

0.259

0.258

0.259

0.260

0.259

0.258

0.259

2

0.259

0.260

0.261

0.260

0.261

0.260

0.260

Avg

0.259

0.259

0.260

0.260

0.260

0.259

0.259

The table below presents the statistics of the thickness readings obtained on the head. UT Summary Maximum

0.261

Average

0.259

Minimum

0.258

5.3 South Head UT The following table details all readings (in) obtained on the South Head. Readings taken in cross pattern from west to east and top to bottom, totaling 6 in each plane. Plate ID \ Reading ID

1

2

3

4

5

6

Avg

1

0.260

0.262

0.260

0.259

0.257

0.259

0.259

2

0.259

0.259

0.258

0.261

0.261

0.260

0.260

Avg

0.259

0.260

0.259

0.260

0.259

0.259

0.260

The table below presents the statistics of the thickness readings obtained on the head. UT Summary

Inspection Date 12/12/2017

Maximum

0.262

Average

0.260

Minimum

0.257

Mistras Group, Inc. - Services Division

Page 10 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

5.4 Shell Nozzle and Appurtenance Table

Inspection Date 12/12/2017

Pipe Size (in)

Item

Type

Service

A

Pipe

Intersticial Sensor

2

B

Coupling

Intersticial Drain

1

C

Secondary Coupling Emergency Vent

8

D

Manway

Access

16

E

Coupling

Offload Line

4

F

Coupling

Overfill Alarm

4

G

Coupling

Plugged

2

H

Primary Coupling Emergency Vent

I

Coupling

Normal Vent

3

J

Coupling

Plugged

4

K

Coupling Level Stick

4

L

Manway

Access

16

M

Coupling

Plugged

4

N

Coupling

Fill

4

O

Coupling Reclaimer

1

P

Coupling

4

Sump

8

Mistras Group, Inc. - Services Division

Page 11 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

5.5 Shell Nozzle UT

Item

Type

Service

D

Manway

Access

16

0.242

0.238

0.244

0.242

-

-

0.25

L

Manway

Access

16

0.248

0.251

0.241

0.25

-

-

0.25

Inspection Date 12/12/2017

Top (in)

Bottom (in)

Right (in)

Left (in)

Repad Flange Cover Thickness Thickness Thickness (in) (in) (in)

Pipe Size (in)

Mistras Group, Inc. - Services Division

Comments

Page 12 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

6.0 STI SP001 Checklists

STI SP001 AST RECORD Owner Information

Facility Information

Installer Information

Name: City of Newport

Name: Newport Airport

Name: *Same as facility

Number and Street: *

Number and Street: 169 SW COST HWY

Number and Street: *

City, State, Zip Code: *

City, State, Zip Code: Newport, OR 97365

City, State, Zip Code: *

Tank ID: I JET A Specification: Design:

UL

SWRI

API

Other

Horizontal

Vertical

Rectangular

Unknown

Manufacturer: Brown Minneapolis Tank Contents: Jet A Construction Date: Circa 1996 Last Repair/ Reconstruction Date: Unknown Dimensions: 8’ D x 31.66’ L Capacity: 12,000 gallons Last Change Of Service Date: Unknown

Construction:

Bare Steel

Cathodically Protected (Check one: A.

Coated Steel

Concrete

Galvanic or B.

Impressed Current) Date

Installed:

Double Bottom

Containment: Earthen Dike CRDM: Release Prevention Barrier:

Inspection Date 12/12/2017

Plastic/ Fiberglass

Double Wall Lined Date Installed: Steel Dike Concrete Synthetic Liner

Other

Other

Date Installed:

Type: Double Wall Shell/Elevated on Saddles

Date Installed:

Type: Asphalt Pad

Mistras Group, Inc. - Services Division

Page 13 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

STI SP001 MONTHLY INSPECTION CHECKLIST General Inspection Information: Inspection Date: 12-12-2017 Prior Inspection Date: Unknown Tank Inspected (ID #): I JET A

Retain Until Date: (36 months from inspection date) Inspector Name: Zach Libby

Inspection Guidance: For equipment not included in this standard, follow the manufacturer recommended inspection/testing schedules and procedures. The periodic AST inspection is intended for monitoring the external AST condition and its containment structure. This visual inspection does not require a certified inspector. It shall be performed by an owner’s inspector who is familiar with the site and can identify changes and developing problems. Upon discovery of water in the primary tank, secondary containment area, interstice, or spill container, remove promptly or take other corrective action. Before discharge to the environment, inspect the liquid for regulated products or other contaminants and dispose of it properly. (*) designates an item in a non-conformance status. This indicates that action is required to address a problem. Non-conforming items important to tank or containment integrity require evaluation by an engineer experienced in AST design, a certified inspector, or a tank manufacturer who will determine the corrective action. Note the non-conformance and corresponding corrective action in the comment section. Retain the completed checklists for 36 months. In the event of severe weather (snow, ice, wind storms) or maintenance (such as painting) that could affect the operation of critical components (normal and emergency vents, valves), and inspection of these components is required immediately following the event.

Item Task 1.0 Tank Containment

Status

Comments

1.1 Containment Structure

Check for water, debris, cracks or fire hazard

Yes*

No

N/A

There is no containment structure

1.2 Primary Tank

Check for water

Yes*

No

N/A

Water is pumped out manually from primary tank on a daily basis.

1.3 Containment drain valves

Operable and in a closed position

Yes

No*

N/A

None.

1.4 Pathways and entry

Clear and gates/doors operable

Yes

No*

N/A

Area is fenced. No access problems.

Visible signs of leakage

Yes*

No

2.0 Leak Detection 2.1 Tank

Inspection Date 12/12/2017

No available access to lower annular space. Tank has electronic leak detection.

Mistras Group, Inc. - Services Division

Page 14 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

2.2 Secondary Containment 2.3 Surrounding Soil 2.4 Interstice

Item 3.0 Tank Equipment 3.1 Valves

3.2 Spill containment boxes on fill pipe

3.3 Liquid level equipment

Item

3.4 Overfill equipment

Inspection Date 12/12/2017

Visible signs of leakage from tank into secondary containment Visible signs of leakage Visible signs of leakage

Yes* Yes*

No

N/A

Tanks are placed on a sloped asphalt pad.

Yes*

No

N/A

No direct access. Electronic system is fully functional.

Task a. Check for leaks b. Tank drain valves must be kept locked. a. Inspect for debris, residue and water in the box and remove b. Drain valves must be operable and closed a. Both visual and mechanical devices must be inspected for physical damage. b. Check the device is easily readable

Task

a. If equipped with a “test” button, activate the audible horn or light to confirm operation. This could be battery powered. Replace the battery if needed. b. If overfill valve is equipped with mechanical test mechanism,

Tank is not located in a secondary containment however is double walled.

No

Status

Comments

Yes* Yes*

No No

N/A N/A

None present.

Yes*

No

N/A

Fill pipe has limiter installed.

Yes*

No

N/A

Yes

No*

N/A

Yes

No*

N/A

Yes

Yes

Status

Appurtenance K has a locking hatch and a manual level stick. Current height was 31” at time of inspection. There is also an electronic level indicator/alarm installed.

No*

N/A

Comments Audible alarm was tested and verified.

No*

N/A

No mechanical component.

Mistras Group, Inc. - Services Division

Page 15 of 36

Newport Airport

I JET A Tank

Oregon

3.5 Piping connections

In Service Inspection

actuate the mechanism to confirm operation Check for leaks, corrosion and damage

4.0 Tank Attachments and Appurtenances 4.1 Ladder and platform structure

5.0 Other Conditions

Secure with no sign of severe corrosion or damage?

5.1 Are there other conditions that should be addressed for continued safe operation or that may affect the site spill prevention plan?

Yes*

No

Yes

No*

Yes*

No

Areas of heavy coating failure noted on piping, flanges and around bolting and threads. Some had moderate scale corrosion. N/A

The fixed ladder on the north end is securely attached to the head. There was coating failure and scale accumulation present on the shell attachment bars and around the bolts. SPCC plan is currently being devised by 3rd party to be implemented in near future.

Additional Comments: Thru hole corrosion was discovered on the top of the secondary shell in 4 areas. See recommendations in section 4.0

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 16 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

STI SP001 Annual Inspection Checklist General Inspection Information: Inspection Date: 12-12-2017 Prior Inspection Date: Unknown Tank Inspected (ID #): I JET A

Retain Until Date: (36 months from inspection date) Inspector Name: Zach Libby

Inspection Guidance: For equipment not included in this standard, follow the manufacturer recommended inspection/testing schedules and procedures. The periodic AST inspection is intended for monitoring the external AST condition and its containment structure. This visual inspection does not require a certified inspector. It shall be performed by an owner’s inspector who is familiar with the site and can identify changes and developing problems. Remove promptly upon discovery of standing water or liquid in the primary tank, secondary containment area, interstice or spill container. Before discharge to the environment, inspect the liquid for regulated products or other contaminants and dispose of it properly. In order to comply with EPA SPCC (Spill Prevention, Control and Countermeasure) rules, a facility must regularly test liquid level sensing devices to ensure proper operation (40 CFR 112.8(c)(8)(v)). (*) designates an item in a non-conformance status. This indicates that action is required to address a problem.  Non-conforming items important to tank or containment integrity require evaluation by an engineer experienced in AST design, a certified inspector, or a tank manufacturer who will determine the corrective action. Note the non-conformance and corresponding corrective action in the comment section.  Retain the completed checklists for 36 months. Complete this checklist on an annual basis supplemental to the owner monthly-performed inspection checklists. Note: If a change has occurred to the tank system or containment that may affect the SPCC plan, the condition should be evaluated against the current plan requirement by a Professional Engineer knowledgeable in SPCC development and implementation.

Item 1.0 Tank Containment 1.1 Containment structure

Inspection Date 12/12/2017

Task

Status

Check for: • Holes or cracks in containment wall or floor •

Washout



Liner degradation



Corrosion

Yes*

No

Comments N/A

Mistras Group, Inc. - Services Division

Tank is not located within a secondary containment structure. Tank is however double walled construction which technically qualifies as secondary containment.

Page 17 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection



Leakage



Paint failure



Tank Settling

2.0 Tank Foundation and Supports 2.1 Foundation

Settlement or foundation washout?

Yes*

2.2 Concrete pad or ring wall? 2.3 Supports

Cracking or spalling

Yes*

No

Check for corrosion, paint failure, etc.

Yes*

No

N/A

2.4 Water drainage

Water drains away from the tank? Strap secured and in good condition?

Yes

No*

N/A

Yes

No*

N/A

2.5 Tank grounding

Item 3.0 Cathodic Protection 3.1 Galvanic cathodic protection system

Task

No N/A

Status Yes

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

4.1 Coating

Check for coating failure

Yes*

No

4.2 Steel condition

Check for: • Dents

Yes*

No

4.0 Tank Shell, Heads & Roof



Inspection Date 12/12/2017

Saddle support base plates edges and drain holes have heavy coating failure and scale accumulation. Tank rests on sloped asphalt pad. The offload station has a removable ground clamp. Comments

Confirm system is functional, includes the wire connections for galvanic systems a. Inspect the operational components (power switch, meters and alarms). b. Record hour meter, ammeter and voltmeter readings.

3.2 Impressed current system

Asphalt pad was in satisfactory condition. None

Buckling

Mistras Group, Inc. - Services Division

There is no cathodic protection system installed. Tank is elevated and does not have internal anodes.

There were scattered areas of localized coating failure and blistering present in various sizes with heavy scale buildup. Manual scraping revealed corrosion measuring 0.02” to 0.04” deep at these locations. There were 4 areas where thru hole corrosion was discovered on the top of the secondary shell while scraping scale. These areas ranged from 4” x 6” to 10” x 10” in size and were near appurtenance G, I, L & O. It should be mentioned that the hole sizes were 2” in Page 18 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

4.3 Roof slope

Item 5.0 Tank Equipment 5.1 Vents

5.2 Valves 5.2.1 Anti-siphon, check and gate valves 5.2.2 Pressure regulator valve

5.2.3 Expansion relief valve

5.2.4 Solenoid valves



Bulging



Corrosion



Cracking

Check for low points and standing water

diameter and less. There were no bulges, dents or cracking observed.

Yes*

No

Task

Horizontal cylindrical tank.

Status

Verify that components are moving freely and vent passageways are not obstructed for: • Emergency vent covers •

Pressure/vacuum vent poppets



Other moving vent components

Check the condition of all valves for leaks, corrosion and damage. Cycle the valve open and closed and check for proper operation Check for proper operation. (Note that there may be small, 1/4 inch drain plugs in the bottom of the valve that are not visible by looking from above only) Check that the valve is in the proper orientation. (Note that fuel must be discharged back to the tank via a separate pipe or tubing.) Cycle power to valve to check operation. (Electrical solenoids can be verified by listening to the plunger opening and closing. If no audible confirmation, the valve should be inspected for the presence and operation of the plunger.)

Inspection Date 12/12/2017

N/A

Comments

Yes*

No

All vents seemed functional and in good order.

Yes*

No

Valves seemed operational with no visible damage observed.

Yes

No*

N/A

Not performed or practical.

Yes

No*

N/A

None.

Yes

No*

N/A

Valve was in proper position.

Yes

No*

N/A

None.

Mistras Group, Inc. - Services Division

Page 19 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Item

5.2.5 Fire and shear valves

5.3 Interstitial leak detection equipment

Item

5.4 Spill containment boxes on fill pipe

Inspection Date 12/12/2017

Task

a. Manually cycle the valve to ensure components are moving freely and that the valve handle or lever has clearance to allow valve to close completely. b. Valves must not be wired in open position c. Make sure fusible element is in place and correctly positioned d. Be sure test ports are sealed with plug after testing is complete and no temporary test fixture or component remains connected to valve. Check condition of equipment, including: • The window is clean and clear in sight leak gauges. •

The wire connections of electronic gauges for tightness and corrosion



Activate the test button, if applicable.

Task

a. If corrosion, damage, or wear has compromised the ability of the unit to perform spill containment functions, replace the unit. b. Inspect the connections to the AST for tightness, as well as the bolts, nuts, washers for condition and replace if necessary. c. Drain valves must be operable and closed

Yes

Status

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

Yes*

Status

Comments

No sight glass. Audible alarm tested and confirmed.

Comments No spill box. There is a temporary spill kit in place currently. The fill pipe is also equipped with a limiter.

No

N/A

Yes*

No

N/A

Connections appeared tight and secure.

Yes*

No

N/A

None.

Mistras Group, Inc. - Services Division

Page 20 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

5.5 Strainer

5.6 Filter

5.7 Flame arrestors

5.8 Leak detector for submersible pump systems

Item

5.9 Liquid level equipment

5.10 Overfill equipment

6.0 Insulated Tanks 6.1 Insulation

Inspection Date 12/12/2017

a. Check that the strainer is clean and in good condition b. Access strainer basket and check cap and gasket seal as well as bolts. a. Check that the filter is in good condition and is within the manufacturer’s expected service life. Replace, if necessary. b. Check for leaks and decreased fuel flow. Follow manufacturer’s instructions. Check for corrosion and blockage of air passages. Test according to manufacturer’s instructions and authority having jurisdiction (AHJ). Verify leak detectors are suited and properly installed for aboveground use.

Yes

No*

N/A

None.

Yes

No*

N/A

None.

Yes

No*

N/A

Filter elements replaced 1/2016. No issues.

Yes

No*

N/A

No signs of leakage.

Yes*

No

N/A

Not equipped.

Yes

No*

N/A

Not equipped.

Task

Status

a. Has equipment been tested to ensure proper operation b. Does equipment operate as required? c. Follow manufacturer’s instructions a. Follow manufacturer’s instructions and regulatory requirements for inspection and functionality verification. b. Confirm device is suited for above ground use by the manufacturer

Yes

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

Yes

No*

N/A

Check condition of insulation for: • Missing sections

Yes*

No

N/A



Areas of moisture



Mold

Mistras Group, Inc. - Services Division

Comments Tank has a manual level stick for product gauging. Current height was 31”. Product level appears to also be monitored electronically. Audible alarm test completed. System is suitable for intended use.

No insulation.

Page 21 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection



Damage

6.2 Insulation cover or jacket

Check for damage that will allow water intrusion

Yes*

No

N/A

No insulation.

7.1 Electrical wiring and boxes 7.2 Labels and tags

Are they in good condition?

Yes

No*

N/A

Wiring was intact and free of damage.

Ensure that all labels and tags are intact and readable.

Yes

No*

N/A

All labels are legible.

7.0 Miscellaneous

Additional Comments: None.

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 22 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

7.0 Photographs Tank Overview East

Tank Overview South

Tank Overview West

Tank Overview North

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 23 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Data Plate

Overview of Offload Area

Annular Space Sensor Pipe A

Annular Drain B

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 24 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Saddle Support Repad

Example of Coating Failure on Saddle

Area of Prior Coating Failure and Corrosion

Area of Severe Coating Failure on Shell

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 25 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Fill Line. Note Coating Damage

Secondary Shell Lap Junction

Typical Shell Coating Failures

Reclaimer Sump

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 26 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Top Overview

Secondary Emergency Vent C

Manway E & Offload Coupling E

Overfill Alarm F

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 27 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Outer Shell Thru Hole Corrosion Area 1

Primary Emergency Vent H

Normal Vent I. Hole Area 2.

Hole Area 2 Close View

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 28 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Coupling G

Lifting Eye.

Vent I Screening

Coupling J

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 29 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Level Stick Hatch K

Manway L. Coupling M & N.

Flange Coating Failure Fill Line

Outer Shell Hole Locations 3 & 4.

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 30 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

Fill Station.

Sump Draw D

Outer Shell Hole 4 Close View

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 31 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

8.0 NDE Equipment Used The equipment utilized for the inspection of the tank included of the following :

Pit Gauge Manufacturer W.R. Thorpe

Model 1

Serial No 1.979.912

Ultrasonic Transducers Manufacturer Olympus

Model D790-SM

Serial No

MHz

865199

Diameter 5

0.375

UT Equipment Manufacturer

Model

Serial No

Olympus

38DL Plus

130573601

CS Cal. Block

0.100-0.500

96-7601

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 32 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

9.0 Inspector Certifications

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 33 of 36

Newport Airport

I JET A Tank

Oregon

In Service Inspection

10.0 Drawings

Inspection Date 12/12/2017

Mistras Group, Inc. - Services Division

Page 34 of 36