Attachment J.5 - Little Rock-Fac 1348 (Tank 1)-FINAL-2017.pdf

PDF 9 MB Posted Feb 23, 2023

Attached to: CMP-API 653 FUELING FACILITY TANK INSPECTIONS Federal contract opportunity
Solicitation number: W9128F23Q0038
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

View the file

Other files for this federal contract opportunity

Other files attached to CMP-API 653 FUELING FACILITY TANK INSPECTIONS, newest first.
File	Type	Posted
Amd 0001.pdf	PDF	Mar 13, 2023
Q andA Worksheet.pdf	PDF	Mar 13, 2023
Attachment B - Fuel Storage Tank List - LRG.xlsx	XLSX spreadsheet	Mar 13, 2023
Attachment J.1 - Little Rock-Fac 1340 (Tank 3)-FINAL-2017.pdf	PDF	Feb 23, 2023
Attachment E - API Internal Inspection Telecon Briefing Template.docx	DOCX document	Feb 23, 2023
SOLICITATION W9128F23Q0038.pdf	PDF	Feb 23, 2023
Attachment J.3 -Little Rock-Fac 1344 (Tank 2)-FINAL-2018.pdf	PDF	Feb 23, 2023
Attachment J.4 - Fac 1344 (Tank 2) OOS 2013.pdf	PDF	Feb 23, 2023
Attachment F - API Internal Inspection Template.docx	DOCX document	Feb 23, 2023
Attachment G - Return To Service Letter.docx	DOCX document	Feb 23, 2023
Attachment C - Tank Data Sheet.xlsx	XLSX spreadsheet	Feb 23, 2023
Attachment J.6 - Fac 1348 (Tank 1) OOS 2012.pdf	PDF	Feb 23, 2023
Attachment J.2 - Fac 1340 (Tank 3) OOS 2012.pdf	PDF	Feb 23, 2023
Attachment D - Monthly Contractors Progress Management and Status Report.xlsx	XLSX spreadsheet	Feb 23, 2023
Attachment A - General Installation Security Requirements.docx	DOCX document	Feb 23, 2023
Attachment B - Fuel Storage Tank List - LRG.xlsx	XLSX spreadsheet	Feb 23, 2023

Show all 16

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US	Army	Corps	of	Engineers
Omaha	District

API‐653	In‐Service
Inspection	Report

Little	Rock	AFB,	Jacksonville,	AR
Tank	#1

Facility

1348

Army

Corps

Engineers

Center

Expertise

for

Petroleum,

Oils,

and

Lubricants

(USACE POL‐MCX)

7/26/2017

API-653 In‐Service Inspection Report Tank #1 (Facility1348)

Little Rock AFB, AR

Table	of	Contents
ACRONYMS	AND	ABBREVIATIONS ............................................................................................................ 3

GENERAL SUMMARY

INSPECTION DATE

PREVIOUS INSPECTION DATES

RECOMMENDED FUTURE INSPECTION DATES (CALCULATIONS SHALL BE PROVIDED)

A. GENERAL PROJECT INFORMATION

1. API 653 Inspection

2. Site Information

B. TANK INSPECTION COMMENTS

1. Tank Construction

2. Tank Foundation

3. Tank Shell

4. Tank Appurtenances

5. Tank Coating

6. Tank Piping System

7. Fire Protection System

8. Secondary Containment

C. FINDINGS AND RECOMMENDATIONS

1. MANDATORY REPAIRS per API 653, UFC 3‐460‐01, or AW 78‐24‐27 Standards

2. REQUIRED REPAIRS to Fully Comply with API 653, or, Federal, State, and Local Codes

3. RECOMMENDED	REPAIRS	TO	FULLY	COMPLY	WITH	UFC	3‐460‐01,	AW	78‐24‐27
Standards	or	as	Part	of	Regular	Maintenance ................................................................................. 16

APPENDIX A: ENGINEERING CALCULATIONS

APPENDIX B: ENGINEERING DRAWINGS

APPENDIX C: ENGINEERING DATA

APPENDIX D: TANK HISTORY

APPENDIX E: API 653 CHECKLISTS FOR TANK INSPECTIONS

APPENDIX F: PHOTOGGRAPHS

API-653 In‐Service Inspection Report

ACRONYMS AND ABBREVIATIONS

API American Petroleum Institute

ASME American Society of Mechanical Engineers

ASNT American Society of Non‐Destructive Testing

ATG Automatic Tank Gauge

BBL Barrel

CFR Code of Federal Regulations

CP Cathodic Protection

DFT Dry Film Thickness

HLA High Level Alarm

HLCS High Level Control Shutoff

HHLA High‐High Level Alarm

LLA Low Level Alarm

LLLA Low‐Low Level Alarm

MFL Magnetic Flux Leakage

MT Magnetic Particle Testing

NACE National Association of Corrosion Engineers

NDT Non‐Destructive Testing

NFPA National Fire Protection Association

PSI Pounds per Square Inch

PT Penetrant Testing

P/V Pressure/Vacuum

RP Recommended Practice

PST Product Saver Tank

RT Radiography Testing

TML Thickness Measurement Location

TRV Thermal Relief Valve

UFC Unified Facilities Criteria

UFGS Unified Facilities Guide Specifications

ULS Ultra Low Sulfur

UT Ultrasonic Testing

VT Visual Testing

API-653 In‐Service Inspection Report

GENERAL	SUMMARY
Summary	of	Inspection

API

Standard

653

In‐Service

inspection

Tank

(Facility

1348)

Little

Rock

Air

Force

Base

(AFB)

Jacksonville,

was

completed

July

26,

2017.

The

shell

service

life

evaluation

performed

having

greater

than

years

remaining

shell

life

under

current

conditions.

Significant

Findings

(overview)

1. The

HDPE

liner

the

secondary

containment

has

holes,

tears,

and

other

failures,

with

vegetation

growth

around

the

sump,

circumferential

stairways,

and

pipe

supports.

The

secondary

containment

not

capable

containing

product,

and

the

product

will

most

likely

escape

before

cleanup

occurs

required

CFR

112.7.

2. The

expansion

joints

the

walkway

around

the

tank

have

approximately

20‐40

failed

sealant,

with

vegetation

growth.

The

secondary

containment

not

capable

containing

product,

and

the

product

will

most

likely

escape

before

cleanup

occurs

required

CFR

112.7.

3. The

sealant

between

the

ringwall

and

walkway

has

approximately

20‐40

failed

sealant,

with

vegetation

growth.

The

secondary

containment

not

capable

containing

product,

and

the

product

will

most

likely

escape

before

cleanup

occurs

required

CFR

112.7.

4. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

36‐inch

manhole

and

the

first

second

shell

course

butt‐weld

measured

1‐inch.

The

minimum

weld

spacing

3‐

inches

accordance

with

API

Std.

650

Section

5.7.3.2.

5. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

12‐inch

receipt

line

and

shell‐to‐bottom

weld

measured

2‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Std.

650

Section

5.7.3.2.

6. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

6‐inch

issue

line

and

shell‐to‐bottom

weld

measured

0‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Std.

650

Section

5.7.3.2.

7. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

8‐inch

issue

line

and

shell‐to‐bottom

weld

measured

0‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Std.

650

Section

5.7.3.2.

8. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

8‐inch

blanked

valve

(old

issue

line)

and

shell‐to‐bottom

weld

measured

0‐inches.

The

minimum

weld

spacing

3‐

inches

accordance

with

API

Std.

650

Section

5.7.3.2.

9. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

3‐inch

low

suction

line

and

shell‐to‐bottom

weld

measured

1‐inch.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Std.

650

Section

5.7.3.2.

10. The

36‐inch

manhole

has

hinged

cover

and

does

not

have

davit

arm.

11. The

oval

shaped

manhole

does

not

have

davit

arm.

12. The

8‐inch

issue

line

near

the

receipt

line

does

not

have

check

valve

prevent

overfilling

the

tank

through

the

issue

line.

Both

lines

are

connected

the

truck

offload/transfer

line.

13. The

8‐inch

issue

line

near

the

receipt

line

and

the

receipt

line

have

cascading

thermal

relief

valves.

14. The	roof	does	not	have	any	API	scaffold	supports.
15. The	product	saver	tank	does	not	have	a	ground	strap.
16. The	tank	does	not	have	independent	low	and	low‐low	level	alarms.
17. The	tank	does	not	have	a	floating	roof	and	associated	appurtenances.
18. The	original	name	plate	is	not	affixed	to	the	tank.

API-653 In‐Service Inspection Report

19. There are five (5) 1‐inch threaded plugs on the shell along the span of the circumferential stairway.

20. The

roof

does

not

have

handrail

around

the

perimeter.

21. The

fixed

roof

exterior

coating

has

heavy

chalking

and

the

end

its

useful

life.

22. The

shell

exterior

coating

has

heavy

chalking;

many

areas

top

coat

are

peeling

from

the

primer,

and

there

rust

bleeding

through.

The

top

coat

was

easily

removed

from

the

primer

with

duct

tape.

The

coating

beyond

its

useful

life.

23. The

fixed

roof

has

mildew

the

coating.

24. The

shell

has

mildew

the

coating

under

the

circumferential

stairway.

25. The

ENRAF

ATG

display

the

bottom

the

circumferential

stairway

not

functioning.

26. The

flanges

and

valves

the

receipt

line

and

issue

line

have

heavy

coating

failure

and

corrosion.

INSPECTION	DATE
API	In‐Service	Inspection	Date:	July	26,	2017
Equipment	Used:	Ultra‐Sonic	Thickness	Meter
Manufacturer:		General	Electric
Model:	DMS	2
Calibration	Methods	Used:	Zeroing	Procedure,	Copper	Coating

Calibration	Procedure,	and	Two	Point
Calibration	Procedure

Inspector(s):	Wayne	K.	Bailey
	API	653	Inspector	No.	1331

Equipment	Used:	Surveying	Tool
Manufacturer:		Leica
Model:	3D	DISTO
Calibration	Methods	Used:	Manufacturer
Inspector(s):	Wayne	K.	Bailey
	API	653	Inspector	No.	1331

PREVIOUS	INSPECTION	DATES
API	Out‐of‐Service	(Internal)	Inspection	Date:	NOV	2012
API	In‐Service	(External)	Inspection	Date:	NOV	2012

RECOMMENDED	FUTURE	INSPECTION	DATES	(CALCULATIONS	SHALL	BE	PROVIDED)
API	Out‐of‐Service	(Internal)	Inspection	Date:	MAY	2023
API	In‐Service	(External)	Inspection	Date:	JUL	2022

Wayne K. Bailey, API-653 #1331

GENERAL	TANK	INFORMATION
ITEM	DESCRIPTION

Owner	Little	Rock AFB
Location	Bulk	Storage
Facility	Number	1348
Tank	Number	1
State	/	Country	Arkansas,	United	States
City	Jacksonville
Inspection	Date	July	26,	2017

Tank	Manufacturer
Original:		Unknown
Upgraded:		Chicago	Bridge	&	Iron	Co.
Upgraded:	CAPE	Environmental	Management,	Inc.

Design Standard API Standard 12C

Date	of	Construction
Original:	1954
Upgraded:	1966	&	2012

Tank	Contents	Jet	A
Tank	Serial	Number	Unknown
Tank	Diameter	60’	0”
Shell	Height	40’	8‐1/2”
Product	Height	39’	10”
Tank	Capacity	20,000	Barrels
Foundation	Concrete	Ringwall

Construction

Bottom	Lap‐Welded
Shell	Butt‐Welded	(Cylindrical)
Floating	Roof NA
Fixed	Roof Lap‐Welded

Material

Bottom	Carbon	Steel,	Unknown	Grade
Shell	Carbon	Steel,	Unknown	Grade
Floating	Roof NA
Fixed	Roof Carbon	Steel,	Unknown	Grade

Cathodic	Protection	Impressed	Current
Interior	Coating	System	Unknown
Exterior	Coating	System	Thin	Film	Epoxy/Polyurethane
Level	Gauging	SHAND&JURS MTG,	ENRAF ATG,	and	VITO	Water/Temperature

Overfill	Protection
Hydraulically	Operated	High	Level	Shut‐Off	Valve	with	Dedicated	Float
(Unknown	Set	Point)

Piping

Receipt	12" Carbon	Steel
Issue	8"&	6” Carbon	Steel
Low	Suction 3” Carbon	Steel
Water	Draw‐Off 2" Carbon	Steel

Level Alarms & Controls

Description BARTON	ATG Independent
High‐High	Level	Alarm:		34’	11‐00/16” 34’	11‐00/16”
High	Level	Alarm:		33’	05‐00/16” 33’	05‐00/16”
Low	Level	Alarm:	3’	06‐00/16” None
Low‐Low	Level	Alarm:		0’	01‐12/16” None
High	Level	Control	Shut‐off: 34’	0”

Type of Internal Floating Roof

None

API-653 In‐Service Inspection Report

A. GENERAL PROJECT INFORMATION

1. API

653

Inspection

This

project

will

perform

API

653

inspections

various

tanks

facilities

throughout

the

United

States.

Additional

consideration

given

federal,

state,

and

local

regulations,

well

applicable

military

criteria

and

general

industry

standards.

An API Standard 653 In‐Service inspection was performed for Tank #1 (Facility 1348).

2. Site

Information

July

26,

2017

Burns

McDonnell

and

our

sub‐consultant

(InterSpec,

LLC)

performed

API

653

Out‐of‐Service

inspection

Tank

(Facility

1348),

located

Little

Rock

Air

Force

Base

(AFB)

Jacksonville,

AR.

Little

Rock

AFB

United

States

Air

Force

base

located

approximately

miles

northeast

Little

Rock,

Arkansas.

B. TANK INSPECTION COMMENTS

1. Tank

Construction

Tank

(Facility

1348)

nominal

20,000

barrel,

60’

0”

diameter

40’

8‐1/2”

tall,

Jet

aboveground

vertical

storage

tank.

The

upgraded

nameplates

were

affixed

the

tank

and

are

legible.

The

nameplate

lists

the

tank

being

upgraded

API

Standard

650

Chicago

Bridge

Iron

Co.

1966

and

CAPE

Environmental

Management,

Inc.

2012.

2. Tank

Foundation

The

tank

rests

concrete

ringwall.

The

tank

has

cathodic

protection,

secondary

containment,

and

bottom

leak

detection.

The

foundation

was

visually

evaluated

during

the

inspection

for

broken

concrete,

spalling,

cracks,

and

vegetation

against

the

bottom

the

tank.

shell

settlement

survey

was

performed

during

the

inspection

accordance

with

Appendix

API

Standard

653.

Settlement

results

are

listed

Appendix

3. Tank

Shell

The

shell

constructed

carbon

steel

material.

The

shell

cylindrical

design,

butt‐

welded

together,

consisting

five

(5)

courses.

The

shell

exterior

has

thin

film

epoxy

coating

system.

The

coating

was

inspected

for

disbonding,

adhesion,

deterioration,

and

discoloration;

which

not

satisfactory

condition.

The

shell

was

evaluated

for

remaining

metal

thickness

utilizing

ultrasonic

technology.

The

ultrasonic

thickness

measurements

and

thickness

measurement

locations

(TML)

are

listed

the

Shell

Plate

Thickness

Measurements

table

Appendix

shell

service

life

evaluation

performed

all

shell

courses

shows

the

shell

has

remaining

life

greater

than

years

under

current

conditions.

The

shell

service

life

evaluation

shown

the

Shell

Service

Life

Evaluation

table

Appendix

Roundness,

plumbness,

peaking,

and

banding

the

shell

are

all

within

the

allowable

tolerances

API

Standard

653.

The

tank

appears

API-653 In‐Service Inspection Report

stable

and

does

not

appear

danger

overturning

buckling

due

high

winds

seismic

conditions.

4. Tank Appurtenances

a. Gauging

An	ENRAF	ATG	and	VITO	water/temperature	are	installed	for	electronic
gauging.		Manual	sampling	and	gauging	is	afforded	through	a	manual	sample
stilling	well.	The	tank	has	a	SHAND&JURS	mechanical	tape	level	gauge.

b. Level

Alarms

High

and

high‐high

level

alarms

are

mounted

the

exterior

the

circumferential

stairway

platform,

which

independent

the

ENRAF

ATG

tank

gauging

system.

The

tank

not

equipped

with

low

and

low‐low

level

alarms

independent

the

ENRAF

ATG

tank

gauging

system.

The

electronic

gauging

equipped

with

high

and

high‐high

level

and

low

and

low‐low

level

alarms.

c. Stairs

and

Platforms

The

tank’s

fixed

cone

roof

accessible

circumferential

stairway

mounted

the

shell

the

tank.

The

exterior

coating

the

circumferential

stairway

and

platforms

was

satisfactory

condition.

d. Grounding	and	Bonding
The	tank	has	four	grounding	cables	connected	to	the	tank	shell.

5. Tank

Coating

The

exterior

coating

epoxy

with

polyurethane

top

coat

that

was

applied

during

one

the

upgrades;

the

exterior

coating

not

satisfactory

condition.

6. Tank

Piping

System

Fuel

received

trucks

and

issued

underground

day

tanks

two

(2)

pump

houses.

7. Fire

Protection

System

There

are

two

fire

hydrants

located

the

service

road.

The

tank

also

has

foam

piped

it.

8. Secondary

Containment

CFR

112.7(c)

states

that

the

entire

secondary

containment

system,

“including

walls

and

floor,

must

capable

containing

oil

and

must

constructed

that

any

discharge

from

primary

containment

system

...

will

not

escape

containment

before

cleanup

occurs.”

CFR

112.8(c)(2)

and

CFR

112.12(c)(2)

state

that

diked

areas

must

“sufficiently

impervious

contain

oil.”

The

purpose

the

secondary

containment

requirement

prevent

discharges,

described

CFR

112.1(b);

therefore,

effective

secondary

containment

methods

must

able

contain

oil

until

the

oil

cleaned

up.

The

secondary

containment

area

consists

earthen

floor

with

sloped

earthen

walls

that

covered

with

flexible

membrane

liner.

informal

containment

evaluation

was

conducted.

The

containment

appears

sufficient

size

API-653 In‐Service Inspection Report

contain

total

tank

loss

per

UFC

3‐460‐1,

paragraph

8‐14.2.1,

“The

containment

area

needs

have

sufficient

capacity

contain

the

tank

contents

plus

one

foot

freeboard.

the

containment

has

the

capacity

contain

the

tank

contents

plus

one

foot

freeboard,

the

containment

area

sufficient.”

Therefore,

the

containment

satisfactory

condition

based

size.

The

secondary

containment

area

appears

properly

graded

drain

water

away

from

the

tank

accordance

with

NFPA

30.

C. FINDINGS	AND	RECOMMENDATIONS
The	following	information	identifies	the	significant	findings	found	during	the	tank

inspection:

1. MANDATORY

REPAIRS

per

API

653,

UFC

3‐460‐01,

78‐24‐27

Standards

Mandatory

repairs

represent

items

that

require

immediate

attention,

order

prevent

imminent

risk

system

operators,

equipment

integrity,

the

adjacent

environment.

The

tank

should

remain

out

service

until

these

repairs

are

completed.

a. None.

2. REQUIRED REPAIRS to Fully Comply with API 653, or, Federal, State, and Local Codes

Recommended

repairs

represent

items

that

should

addressed

timely

manner,

order

prevent

future

potential

risks

system

operators,

equipment

integrity,

the

adjacent

environment.

These

items

may

required

federal,

state

and

local

codes,

military

criteria.

a. Secondary

Containment

Liner

OBSERVATION:

The

HDPE

liner

the

secondary

containment

has

holes,

tears,

and

other

failures,

with

vegetation

growth

around

the

sump,

circumferential

stairways,

and

pipe

supports.

The

secondary

containment

not

capable

containing

product

and

will

most

likely

escape

before

cleanup

occurs

required

CFR

112.7.

The

activity

stated

that

MILCON

design

was

starting

2017

have

construction

started

2018

include

concrete

lining

the

secondary

containment.

CODE

REFERENCE:

CFR

112.7

RECOMMENDATION:

Repair

the

holes,

tears,

and

other

failures

the

HDPE

liner

around

the

sump,

circumferential

stairways,

and

pipe

supports.

Remove

the

vegetation

growth.

b. Walkway

Expansion

Joint

Sealant

OBSERVATION:

The

expansion

joints

the

walkway

around

the

tank

have

approximately

20‐40

failed

sealant,

with

vegetation

growth.

The

secondary

containment

not

capable

containing

product,

and

the

product

will

most

likely

escape

before

cleanup

occurs

required

CFR

112.7.

CODE

REFERENCE:

CFR

112.7

and

UFGS

RECOMMENDATION:

Remove

the

damaged

joint

sealant

and

install

new

backer

rods

and

sealant

within

the

containment

area.

The

sealant

shall

adequate

accommodate

joint

compression

equal

percent

the

width

the

joint.

The

backer

rod

shall

compressible

rod

stock

polyethylene

foam,

polyurethane

foam,

butyl

rubber

foam,

other

flexible,

non‐absorptive

material

recommended

the

sealant

manufacturer.

The

sealant

shall

conform

UFGS

Joint

Sealant.

c. Walkway

Ringwall

Sealant

OBSERVATION:

The

sealant

between

the

ringwall

and

walkway

has

approximately

20‐40

failed

sealant,

with

vegetation

growth.

The

secondary

containment

not

capable

containing

product,

and

the

product

will

most

likely

escape

before

cleanup

occurs

required

CFR

112.7.

CODE

REFERENCE:

CFR

112.7

and

UFGS

RECOMMENDATION:

Remove

the

damaged

joint

sealant

and

install

new

backer

rods

and

sealant

within

the

containment

area.

The

sealant

shall

adequate

accommodate

joint

compression

equal

percent

the

width

the

joint.

The

backer

rod

shall

compressible

rod

stock

polyethylene

foam,

polyurethane

foam,

butyl

rubber

foam,

other

flexible,

non‐absorptive

material

recommended

the

sealant

manufacturer.

The

sealant

shall

conform

UFGS

Joint

Sealant.

d. 36‐inch

Manhole

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

36‐inch

manhole

and

the

first

second

shell

course

butt‐weld

measured

1‐inch.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Standard

650

Section

5.7.3.2.

CODE

REFERENCE:

API

Standard

650

Section

5.7.3.2,

API

Standard

653

Section

9.7,

and

API

Standard

653

Section

4.3.9.1

RECOMMENDATION:

Modify

the

reinforcement

pad

the

36‐inch

manhole

accordance

with

API

Standard

653

Section

9.7.

Note:

Magnetic

particle

test

all

nozzle

welds

alternative

repair

accordance

with

API

Standard

653

Section

4.3.9.1.

suggested

repair

the

weld

spacing

lieu

testing,

prevent

future

repeat

question

any

magnetic

particle

testing

during

future

inspections.

The

cost

repair

verses

the

cost

testing

comparable.

API-653 In‐Service Inspection Report

e. 12‐inch

Receipt

Line

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

12‐inch

receipt

line

and

shell‐to‐bottom

weld

measured

2‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Standard

650

Section

5.7.3.2.

CODE

REFERENCE:

API

Standard

650

Section

5.7.3.2,

API

Standard

653

Section

9.7,

and

API

Standard

653

Section

4.3.9.1

RECOMMENDATION:

Modify

the

reinforcement

pad

the

12‐inch

receipt

line

accordance

with

API

Standard

653

Section

9.7.

Note:

Magnetic

particle

test

all

nozzle

welds

alternative

repair

accordance

with

API

Standard

653

Section

4.3.9.1.

suggested

repair

the

weld

spacing

lieu

testing

prevent

future

repeat

question

any

magnetic

particle

testing

during

future

inspections.

The

cost

repair

verses

the

cost

testing

comparable.

f. 6‐inch

Issue

Line

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

6‐inch

issue

line

and

shell‐to‐bottom

weld

measured

0‐inches.The

minimum

weld

spacing

3‐inches

accordance

with

API

Standard

650

Section

5.7.3.2.

CODE

REFERENCE:

API

Standard

650

Section

5.7.3.2,

API

Standard

653

Section

9.7,

and

API

Standard

653

Section

4.3.9.1

RECOMMENDATION:

Modify

the

reinforcement

pad

the

6‐inch

issue

line

accordance

with

API

Standard

653

Section

9.7.

Note:

Magnetic

particle

test

all

nozzle

welds

alternative

repair

accordance

with

API

Standard

653

Section

4.3.9.1.

suggested

repair

the

weld

spacing

lieu

testing

prevent

future

repeat

question

any

magnetic

particle

testing

during

future

inspections.

The

cost

repair

verses

the

cost

testing

comparable.

g. 8‐inch

Issue

Line

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

8‐inch

issue

line

and

shell‐to‐bottom

weld

measured

0‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Standard

650

Section

5.7.3.2.

CODE

REFERENCE:

API

Standard

650

Section

5.7.3.2,

API

Standard

653

Section

9.7,

and

API

Standard

653

Section

4.3.9.1

RECOMMENDATION:

Modify

the

reinforcement

pad

the

8‐inch

issue

line

accordance

with

API

Standard

653

Section

9.7.

Note:

Magnetic

particle

test

all

nozzle

welds

alternative

repair

accordance

with

API

Standard

653

Section

4.3.9.1.

suggested

repair

the

weld

spacing

lieu

testing

prevent

future

repeat

question

any

magnetic

particle

testing

during

future

inspections.

The

cost

repair

verses

the

cost

testing

comparable.

API-653 In‐Service Inspection Report

h. 8‐inch

Blanked

Valve

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

8‐inch

blanked

valve

(old

issue

line)

and

shell‐to‐bottom

weld

measured

0‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Standard

650

Section

5.7.3.2.

CODE

REFERENCE:

API

Standard

650

Section

5.7.3.2,

API

Standard

653

Section

9.7,

and

API

Standard

653

Section

4.3.9.1

RECOMMENDATION:

Modify

the

reinforcement

pad

the

8‐inch

blanked

valve

(old

issue

line)

accordance

with

API

Standard

653

Section

9.7

remove

shell

nozzle

and

install

insert

plate

accordance

with

API

Standard

653.

This

nozzle

longer

being

used.

Note:

Magnetic

particle

test

all

nozzle

welds

alternative

repair

accordance

with

API

Standard

653

Section

4.3.9.1.

suggested

repair

the

weld

spacing

lieu

testing

prevent

future

repeat

question

any

magnetic

particle

testing

during

future

inspections.

The

cost

repair

verses

the

cost

testing

comparable.

i. 3‐inch

Low

Suction

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

3‐inch

low

suction

line

and

shell‐to‐bottom

weld

measured

1‐inch.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Section

650

Section

5.7.3.2.

CODE

REFERENCE:

API

Standard

650

Section

5.7.3.2,

API

Standard

653

Section

9.7,

and

API

Standard

653

Section

4.3.9.1

RECOMMENDATION:

Modify

the

reinforcement

pad

the

3‐inch

low

suction

line

accordance

with

API

Standard

653

Section

9.7.

Note:

Magnetic

particle

test

all

nozzle

welds

alternative

repair

accordance

with

API

Standard

653

Section

4.3.9.1.

suggested

repair

the

weld

spacing

lieu

testing

prevent

future

repeat

API-653 In‐Service Inspection Report

question

any

magnetic

particle

testing

during

future

inspections.

The

cost

repair

verses

the

cost

testing

comparable.

j. Secondary

Containment

Stairway

Handrail

OBSERVATION:

The

handrail

the

stairway

over

the

product

piping

has

corroded

the

point

post

failure

and

could

cause

personnel

injury.

CODE

REFERENCE:

CFR

1910

RECOMMENDATION:

Repair

the

post

the

stairway

over

product

piping.

3. RECOMMENDED

REPAIRS

FULLY

COMPLY

WITH

UFC

3‐460‐01,

78‐24‐27

Standards,

Part

Regular

Maintenance

Recommended

repairs

represent

items

that

should

addressed

timely

manner,

order

prevent

future

potential

risks

system

operators,

equipment

integrity,

the

adjacent

environment.

a. 36‐inch

Manhole

Davit

OBSERVATION:

The

36‐inch

manhole

has

hinged

cover

and

does

not

have

davit

arm.

CODE

REFERENCE:

78‐24‐27

Drawing

D.10

Detail

RECOMMENDATION:

Replace

the

hinged

cover

with

davit

arm

the

36‐inch

manhole.

b. 36‐inch

22‐inch

Oval

Manhole

Davit

OBSERVATION:

The

oval

shaped

36‐inch

22‐inch

manhole

does

not

have

davit

arm.

CODE

REFERENCE:

78‐24‐27

Drawing

D.10

Detail

RECOMMENDATION:

Install

davit

arm

the

oval

shaped

36‐inch

22‐inch

manhole.

Consider

replacing

the

manhole

with

round

manhole.

c. Overfill

Prevention

OBSERVATION:

The

8‐inch

issue

line

near

the

receipt

line

does

not

have

check

valve

prevent

overfilling

the

tank

through

the

issue

line.

Both

lines

are

connected

the

truck

offload/transfer

line.

CODE

REFERENCE:

Good

Engineering

Practice

RECOMMENDATION:

Install

check

valve

prevent

overfilling

the

tank

through

the

fill

line.

d. Cascading

Thermal

Relief

Valves

OBSERVATION:

The

receipt

and

issue

lines

have

cascading

thermal

relief

valves.

Relief

valve

tags

are

coated,

set

pressures

for

relief

valves

unknown.

Threaded

connection

tank

use.

CODE

REFERENCE:

Good

Engineering

Practice

RECOMMENDATION:

Conduct

thermal

relief

study.

e. Product	Saver	Tank	Grounding
OBSERVATION:	The	product	saver	tank	does	not	have	a	ground	strap.
CODE	REFERENCE:	AW	78‐24‐27	Drawing	D.13	Detail	5
RECOMMENDATION:	Install	a	ground	strap	on	the	product	saver	tank.

f. Threaded

Plugs

Shell

OBSERVATION:

There

are

five

(5)

1‐inch

threaded

plugs

the

shell

along

the

span

the

circumferential

stairway.

CODE

REFERENCE:

78‐24‐27

Drawing

D.10

Detail

UFGS

13.13

Section

3.5,

API

Standard

653

Section

9.3

(lap),

and

API

Standard

653

Figure

9‐1

RECOMMENDATION:

Remove

the

plugs

and

install

patch

plates

accordance

with

API

Standard

653

Section

9.3

install

butt‐welded

inserts

accordance

with

API

Standard

653

Figure

9‐1.

g. Fixed

Roof

Perimeter

Handrail

OBSERVATION:

The

fixed

roof

does

not

have

handrail

around

the

perimeter.

CODE

REFERENCE:

78‐24‐27

Drawing

D.11

Detail

UFGS

13.13

Section

2.13.8

29,

and

CFR

1920.28(b)(1)(j).

RECOMMENDATION:

Install

handrail

around

the

perimeter

the

roof.

h. API

Scaffold

Supports

OBSERVATION:

The

roof

does

not

have

any

API

scaffold

supports.

CODE

REFERENCE:

UFC

3‐460‐01

Table

8‐1

Item

(ff),

78‐24‐27,

UFGS

13.13

section

2.13.17,

and

API

Standard

650

Section

5.8.8

RECOMMENDATION:

Install

two

(2)

API

scaffold

supports.

i. Independent

Low

and

Low‐Low

Level

Alarms

OBSERVATION:

The

tank

does

not

have

independent

low

and

low‐low

level

alarms.

CODE

REFERENCE:

UFC

3‐460‐01

Table

8‐1

Item

(l)

and

78‐24‐27

Drawing

D.12

Detail

RECOMMENDATION:

Install

independent

low

and

low‐low

level

alarms.

j. Floating

Roof

and

Associated

Appurtenances

OBSERVATION:

The

tank

does

not

have

floating

roof

and

associated

appurtenances.

Tanks

storing

mission‐critical

fuel,

located

hot

climate,

should

have

aluminum

honeycomb

floating

roof

eliminate

the

fuel/air

interface

accordance

with

UFC

3‐

460‐01

Section

8‐8.2.

The

floating

roof

should

have

flexible

wiper

squeegee

seals

made

closed

cell

cast

urethane,

UFGS

13.13

Section

2.13.2.7.

Internal

floating

roofs

require

appurtenances

such

shell

overflow/circulation

vents,

bolted

cover

the

roof

for

installation,

roof

inspection

hatch/circulation

vents,

internal

ladder,

etc.

general,

all

Air

Force

tanks

have

internal

floating

roofs

for

bulk

storage

tanks

containing

aviation

fuels.

CODE

REFERENCE:

UFC

3‐460‐01

Section

8‐8.2

and

UFGS

13.13

Section

2.13.2.7

RECOMMENDATION:

Design

and

install

internal

floating

roof

and

associated

appurtenances.

k. Fixed

Roof

Exterior

Coating

System

OBSERVATION:

The

fixed

roof

exterior

coating

has

heavy

chalking

and

the

end

its

useful

life.

CODE

REFERENCE:

UFGS

13.27

RECOMMENDATION:

Replace

the

coating

the

fixed

roof

exterior

and

appurtenances

accordance

with

UFGS

13.27,

Exterior

Coating

Steel

Structures.

Abrasive

blast

steel

surfaces

near‐white

metal

accordance

with

SSPC

10/NACE

No.

recommended

manufacturer.

The

epoxy‐polyamide

primer

coat

shall

formula

159,

Type

IV,

Green

(3‐5

Mils

DFT).

The

epoxy

intermediate

coat

shall

formula

152,

Type

IV,

White

(3‐5

Mils

DFT).

The

topcoat

formula

shall

formula

152,

Type

IV,

White

(3‐5

Mils

DFT).

API-653 In‐Service Inspection Report

l. Fixed

Roof

Mildew

OBSERVATION:

The

fixed

roof

has

mildew

the

coating.

CODE

REFERENCE:

Good

Engineering

Practice

RECOMMENDATION:

Pressure

wash

the

fixed

roof

remove

the

mildew

the

coating

system

not

replaced.

m. Shell

Exterior

Coating

System

OBSERVATION:

The

shell

exterior

coating

has

heavy

chalking;

many

areas

top

coat

are

peeling

from

the

primer,

and

there

rust

bleeding

through.

The

top

coat

was

easily

removed

from

the

primer

with

duct

tape.

The

coating

beyond

the

useful

life.

CODE

REFERENCE:

UFGS

13.27

RECOMMENDATION:

Replace

the

coating

the

shell

exterior

and

shell

appurtenances

accordance

with

UFGS

13.27,

Exterior

Coating

Steel

Structures.

Abrasive

blast

steel

surfaces

near‐white

metal

accordance

with

SSPC

10/NACE

No.

recommended

manufacturer.

The

epoxy‐polyamide

primer

coat

shall

formula

159,

Type

IV,

Green

(3‐5

Mils

DFT).

The

epoxy

intermediate

coat

shall

formula

152,

Type

IV,

White

(3‐5

Mils

DFT).

The

topcoat

formula

shall

formula

152,

Type

IV,

White

(3‐5

Mils

DFT).

API-653 In‐Service Inspection Report

n. Shell	Mildew
OBSERVATION:	The	shell	has	mildew	on	the	coating	under	the	circumferential	stairway.
CODE	REFERENCE:	Good	Engineering	Practice
RECOMMENDATION:	Pressure	wash	the	shell	to	remove	the	mildew	if	the	coating
system	is	not	replaced.

o. ENRAF

Display

OBSERVATION:

The

ENRAF

ATG

display

the

bottom

the

circumferential

stairway

not

functioning.

CODE

REFERENCE:

Provide

regular

maintenance

and

repair

avoid

system

shutdowns,

prevent

fuel

contamination,

and

decrease

fire,

safety,

and

health

hazards

per

UFC

3‐460‐

section

1.1.

RECOMMENDATION:

Repair

the

ENRAF

ATG

display

the

bottom

the

circumferential

stairway.

API-653 In‐Service Inspection Report

p. Flanges

and

Valves

Inside

Secondary

Containment

OBSERVATION:

The

flanges

and

valves

the

receipt

line

and

issue

line

have

heavy

coating

failure

and

corrosion.

CODE

REFERENCE:

Good

Engineering

Practice

RECOMMENDATION:

Preserve

the

failed

coating

and

localized

corrosion.

q. Original	Name	Plate
OBSERVATION:	The	original	name	plate	is	not	affixed	to	the	tank.
CODE	REFERENCE:	General	Observation
RECOMMENDATION:	No	recommendations	for	the	missing	original	name	plate.

A-1 t min t min t nom t act t prev t nom

D H

H c

G Y

S Y T Y T

E E E

E E

L r

C r

I ut

I v

Y t prev t act tmin

H DG

Lr tact tmin

Cr Cr tprev tact Y Iut tact tmin Cr

Iv tact tmin

A-2

API-653 In‐Service Inspection Report

D = G = Y =

H S E t min t prev t act t prev t nom tprev tact tmin

A-3

API-653 In‐Service Inspection Report

C r L r I v I ut

C r

Corrosion Rate

A-4

API-653 In‐Service Inspection Report

Thickness tmin

A-5

API-653 In‐Service Inspection Report

A-6

API-653 In‐Service Inspection Report

A-7

API-653 In‐Service Inspection Report

S max

L D N D N Y E H

D N L Y E H L

S max

A-8

API-653 In‐Service Inspection Report

S i | U i U i-1 U i+1

S i | U i i

U i U i+1 U i-1 S i S i

A-9

API-653 In‐Service Inspection Report

Fe et

Data Points

A-10

API-653 In‐Service Inspection Report

Shell Plumbness and Roundness Evaluation

The purpose of this study is to determine the tank shell out-of-roundness, locations of buckled areas, flat spots, and peaking and banding at weld joints. Shell distortion can be caused by many conditions, such as foundation settlement, over- or under-pressuring, high wind, poor shell fabrication, or various repair techniques or tank modifications.

Methodology The vertical shell profiles were obtained externally at equally spaced planes arround the circumference of the tank with measurements recorded at 6-inch intervals along each vertical profile. All measurements were recorded using an aoutomatic laser scanning surveying instrument, Lieca® 3D DISTO.

Plumbness Evaluation The maximum allowable out-of-plumbness for this tank is 4.885 inches in accordance with API Standard 653. The maximum calculated out-of-plumbness for this tank is 1.683 inches.

-The tank shell out-of-plumbness is within the limits of API Standard 653.

Roundness Evaluation The maximum allowable out-of-roundness at 1-foot shell height for this tank is 1.5 inches in accordance with API Standard 653. Evaluation of roundness at 1-foot shell height can only be accurately performed from inside the tank.

-The shell out-of-roundness at 1-foot was not evaluated.

A-11

API-653 In‐Service Inspection Report

(Shell Plumbness Evaluation)

Height from Bottom (feet)

Vertical Profile

#1 Radius

(inches)

Vertical Profile

#2 Radius

(inches)

Vertical Profile

#3 Radius

(inches)

Vertical Profile

#4 Radius

(inches)

Vertical Profile

#5 Radius

(inches)

Vertical Profile

#6 Radius

(inches)

Vertical Profile

#7 Radius

(inches)

Vertical Profile

#8 Radius

(inches)

0.0 0.279 -0.328 -0.429 -0.212 -0.207 -0.404 -0.026 0.019

0.5 -0.015 -0.141 -0.275 -0.097 -0.102 -0.193 -0.088 0.105

1.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

1.5 -0.036 0.119 0.151 0.129 0.022 0.105 0.067 -0.112

2.0 -0.181 0.011 0.391 0.229 -0.121 0.166 0.207 -0.057

2.5 -0.053 -0.006 0.582 0.300 -0.153 0.160 0.366 -0.014

3.0 0.132 -0.172 0.670 0.268 -0.138 0.205 0.534 0.013

3.5 0.214 -0.270 0.739 0.293 -0.121 0.272 0.653 0.000

4.0 0.206 -0.465 0.797 0.291 -0.139 0.259 0.795 -0.004

4.5 0.220 -0.464 0.710 0.279 -0.132 0.277 0.986 0.025

5.0 0.261 -0.553 0.730 0.328 -0.102 0.299 1.149 -0.024

5.5 0.285 -0.710 0.678 0.301 -0.089 0.314 1.151 -0.006

6.0 0.296 -1.008 0.571 0.186 -0.083 0.280 1.136 -0.014

6.5 0.259 -1.293 0.576 0.185 0.007 0.274 1.124 -0.002

7.0 0.208 -1.243 0.489 -0.063 0.252 1.073 0.007

7.5 0.142 -0.977 0.528 0.244 -0.051 0.200 1.031 0.069

8.0 0.153 -0.824 0.747 -0.038 0.262 1.041 0.149

8.5 0.096 -0.721 0.762 0.322 -0.037 0.224 0.969 0.204

9.0 0.051 -0.607 0.796 0.380 -0.061 0.220 0.898 0.207

9.5 -0.026 -0.517 0.884 0.462 -0.056 0.192 0.860 0.217

10.0 -0.114 -0.456 0.935 0.505 -0.054 0.192 0.747 0.177

10.5 -0.153 -0.402 0.935 0.546 -0.060 0.234 0.708 0.146

11.0 -0.230 -0.355 0.944 0.592 -0.058 0.179 0.652 0.108

11.5 -0.254 -0.260 0.921 0.606 -0.067 0.191 0.607 0.111

12.0 -0.315 -0.214 0.894 0.611 -0.058 0.160 0.552 0.097

12.5 -0.378 -0.133 0.887 0.635 -0.086 0.172 0.444 0.105

13.0 -0.404 -0.131 0.943 0.632 -0.097 0.137 0.355 0.104

13.5 -0.495 -0.097 0.862 0.624 -0.128 0.136 0.253 0.084

14.0 -0.551 -0.088 0.881 0.592 -0.156 0.090 0.193 -0.006

14.5 -0.628 -0.027 0.901 0.653 -0.127 0.133 0.152 -0.076

15.0 -0.797 -0.104 0.737 0.457 -0.178 0.075 0.153 -0.174

15.5 -0.859 -0.133 0.661 0.545 -0.201 0.079 0.229 -0.163

16.0 -0.798 -0.123 0.714 0.483 -0.154 0.104 0.344 -0.131

16.5 -0.709 -0.123 0.668 0.563 -0.126 0.118 0.404 -0.100

17.0 -0.699 -0.165 0.663 0.511 -0.127 0.115 0.459 -0.121

17.5 -0.684 -0.151 0.685 0.497 -0.042 0.035 0.511 -0.127

18.0 -0.645 -0.183 0.673 0.487 -0.078 0.013 0.545 -0.124

18.5 -0.572 -0.239 0.740 0.503 -0.079 0.002 0.564 -0.142

19.0 -0.539 -0.282 0.744 0.451 -0.127 0.040 0.635 -0.142

19.5 -0.593 -0.251 0.747 0.488 0.068 0.041 0.676 -0.166

20.0 -0.620 -0.281 0.741 0.421 0.020 0.077 0.782 -0.173

20.5 -0.613 -0.345 0.730 0.423 0.047 0.805 -0.190

21.0 -0.639 -0.367 0.687 0.338 0.240 0.065 0.884 -0.184

21.5 -0.635 -0.445 0.618 0.329 0.290 0.053 0.859 -0.257

22.0 -0.698 -0.485 0.631 0.277 0.470 0.048 0.874 -0.248

22.5 -0.768 -0.465 0.604 0.157 0.474 0.045 0.886 -0.284

23.0 -0.743 -0.441 0.735 0.040 0.065 0.929 -0.126

23.5 -0.810 -0.420 0.798 -0.108 0.010 0.920 -0.102

24.0 -0.903 -0.364 0.822 -0.200 0.193 0.081 0.922 -0.058

24.5 -0.926 -0.409 0.844 -0.233 0.192 0.041 0.889 -0.104

25.0 -0.944 -0.443 0.839 -0.250 0.178 0.034 0.907 -0.127

25.5 -0.952 -0.478 0.878 -0.324 0.180 0.039 0.922 -0.180

26.0 -0.923 -0.495 0.858 -0.319 0.064 0.886 -0.184

26.5 -0.906 -0.521 0.829 -0.333 0.074 0.923 -0.217

A-12

API-653 In‐Service Inspection Report

Height from Bottom (feet)

Vertical Profile

#1 Radius

(inches)

Vertical Profile

#2 Radius

(inches)

Vertical Profile

#3 Radius

(inches)

Vertical Profile

#4 Radius

(inches)

Vertical Profile

#5 Radius

(inches)

Vertical Profile

#6 Radius

(inches)

Vertical Profile

#7 Radius

(inches)

Vertical Profile

#8 Radius

(inches)

27.0 -0.938 -0.567 0.831 -0.241 0.221 0.034 0.953 -0.261

27.5 -0.964 -0.560 0.796 -0.147 0.100 0.952 -0.265

28.0 -0.944 -0.605 0.738 -0.068 0.140 1.007 -0.267

28.5 -0.954 -0.612 0.756 0.008 0.374 0.124 1.021 -0.305

29.0 -0.965 -0.621 0.761 0.038 0.094 1.015 -0.302

29.5 -1.000 -0.656 0.711 0.115 -0.011 1.039 -0.344

30.0 -1.013 -0.731 0.666 0.174 0.998 -0.382

30.5 -1.074 -0.753 0.587 0.216 0.583 0.992 -0.384

31.0 -1.045 -0.728 0.557 0.388 0.428 0.266 1.036 -0.378

31.5 -1.057 -0.729 0.497 0.318 0.171 1.008 -0.330

32.0 -1.077 -0.688 0.547 0.404 0.172 1.035 -0.248

32.5 -1.067 -0.644 0.613 0.465 0.521 0.139 1.010 -0.197

33.0 -1.115 -0.643 0.619 0.293 0.483 0.049 0.995 -0.141

33.5 -1.101 -0.591 0.601 0.327 0.445 0.912 -0.142

34.0 -1.107 -0.553 0.625 0.333 0.428 0.896 -0.107

34.5 -1.166 -0.567 0.622 0.334 0.393 0.833 -0.102

35.0 -1.203 -0.557 0.611 0.267 0.355 0.062 0.804 -0.092

35.5 -1.276 -0.570 0.610 0.234 0.304 0.047 0.787 -0.101

36.0 -1.387 -0.609 0.538 0.134 0.194 -0.094 0.728 -0.155

Minimum: -1.387 -1.293 -0.429 -0.333 -0.207 -0.404 -0.088 -0.384

Maximum: 0.296 0.119 0.944 0.653 0.583 0.314 1.151 0.217 Plumbness: 1.683 1.412 1.373 0.986 0.790 0.719 1.240 0.601 Allowed: 4.885 4.885 4.885 4.885 4.885 4.885 4.885 4.885

Condition: Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory

A-13

API-653 In‐Service Inspection Report

Vertical Profile #1 Vertical Profile #2 Vertical Profile #3 Vertical Profile #4

0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4

A-14

API-653 In‐Service Inspection Report

Vertical Profile #5 Vertical Profile #6 Vertical Profile #7 Vertical Profile #8

0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4

A-15

API-653 In‐Service Inspection Report

(Shell Roundness Evaluation)

Diameter (inches) Condition

0.0 0.072 Satisfactory -0.732 Satisfactory -0.455 Satisfactory -0.194 Satisfactory

0.5 -0.118 Satisfactory -0.333 Satisfactory -0.363 Satisfactory 0.008 Satisfactory

1.0 0.000 Satisfactory 0.000 Satisfactory 0.000 Satisfactory 0.000 Satisfactory

1.5 -0.014 Satisfactory 0.224 Satisfactory 0.218 Satisfactory 0.017 Satisfactory

2.0 -0.302 Satisfactory 0.177 Satisfactory 0.598 Satisfactory 0.172 Satisfactory

2.5 -0.206 Satisfactory 0.154 Satisfactory 0.948 Satisfactory 0.286 Satisfactory

3.0 -0.006 Satisfactory 0.033 Satisfactory 1.204 Satisfactory 0.281 Satisfactory

3.5 0.093 Satisfactory 0.002 Satisfactory 1.392 Satisfactory 0.293 Satisfactory

4.0 0.067 Satisfactory -0.206 Satisfactory 1.592 Satisfactory 0.287 Satisfactory

4.5 0.088 Satisfactory -0.188 Satisfactory 1.696 Satisfactory 0.304 Satisfactory

5.0 0.159 Satisfactory -0.254 Satisfactory 1.879 Satisfactory 0.304 Satisfactory

5.5 0.195 Satisfactory -0.395 Satisfactory 1.830 Satisfactory 0.295 Satisfactory

6.0 0.213 Satisfactory -0.727 Satisfactory 1.708 Satisfactory 0.173 Satisfactory

6.5 0.266 Satisfactory -1.020 Satisfactory 1.700 Satisfactory 0.183 Satisfactory

7.0 0.145 Satisfactory -0.992 Satisfactory 1.562 Satisfactory NA

7.5 0.091 Satisfactory -0.777 Satisfactory 1.559 Satisfactory 0.312 Satisfactory

8.0 0.116 Satisfactory -0.562 Satisfactory 1.788 Satisfactory NA

8.5 0.059 Satisfactory -0.497 Satisfactory 1.731 Satisfactory 0.527 Satisfactory

9.0 -0.011 Satisfactory -0.387 Satisfactory 1.694 Satisfactory 0.587 Satisfactory

9.5 -0.082 Satisfactory -0.325 Satisfactory 1.744 Satisfactory 0.680 Satisfactory

10.0 -0.168 Satisfactory -0.264 Satisfactory 1.682 Satisfactory 0.682 Satisfactory

10.5 -0.214 Satisfactory -0.168 Satisfactory 1.643 Satisfactory 0.693 Satisfactory

11.0 -0.288 Satisfactory -0.176 Satisfactory 1.595 Satisfactory 0.699 Satisfactory

11.5 -0.321 Satisfactory -0.069 Satisfactory 1.528 Satisfactory 0.717 Satisfactory

12.0 -0.372 Satisfactory -0.054 Satisfactory 1.446 Satisfactory 0.708 Satisfactory

12.5 -0.465 Satisfactory 0.039 Satisfactory 1.331 Satisfactory 0.741 Satisfactory

13.0 -0.501 Satisfactory 0.006 Satisfactory 1.298 Satisfactory 0.736 Satisfactory

13.5 -0.623 Satisfactory 0.039 Satisfactory 1.115 Satisfactory 0.708 Satisfactory

14.0 -0.707 Satisfactory 0.001 Satisfactory 1.073 Satisfactory 0.587 Satisfactory

14.5 -0.755 Satisfactory 0.106 Satisfactory 1.054 Satisfactory 0.577 Satisfactory

15.0 -0.974 Satisfactory -0.029 Satisfactory 0.889 Satisfactory 0.283 Satisfactory

15.5 -1.059 Satisfactory -0.054 Satisfactory 0.890 Satisfactory 0.382 Satisfactory

16.0 -0.952 Satisfactory -0.019 Satisfactory 1.058 Satisfactory 0.352 Satisfactory

16.5 -0.836 Satisfactory -0.006 Satisfactory 1.072 Satisfactory 0.463 Satisfactory

17.0 -0.825 Satisfactory -0.050 Satisfactory 1.122 Satisfactory 0.390 Satisfactory

17.5 -0.726 Satisfactory -0.116 Satisfactory 1.196 Satisfactory 0.371 Satisfactory

18.0 -0.723 Satisfactory -0.170 Satisfactory 1.218 Satisfactory 0.363 Satisfactory

18.5 -0.651 Satisfactory -0.238 Satisfactory 1.304 Satisfactory 0.361 Satisfactory

19.0 -0.665 Satisfactory -0.242 Satisfactory 1.379 Satisfactory 0.310 Satisfactory

19.5 -0.526 Satisfactory -0.210 Satisfactory 1.423 Satisfactory 0.322 Satisfactory

20.0 -0.600 Satisfactory -0.205 Satisfactory 1.523 Satisfactory 0.248 Satisfactory

20.5 NA -0.298 Satisfactory 1.536 Satisfactory 0.233 Satisfactory

21.0 -0.399 Satisfactory -0.301 Satisfactory 1.572 Satisfactory 0.154 Satisfactory

21.5 -0.345 Satisfactory -0.392 Satisfactory 1.477 Satisfactory 0.073 Satisfactory

22.0 -0.227 Satisfactory -0.436 Satisfactory 1.505 Satisfactory 0.029 Satisfactory

22.5 -0.293 Satisfactory -0.420 Satisfactory 1.490 Satisfactory -0.127 Satisfactory

23.0 NA -0.376 Satisfactory 1.664 Satisfactory -0.086 Satisfactory

23.5 NA -0.410 Satisfactory 1.718 Satisfactory -0.210 Satisfactory

24.0 -0.711 Satisfactory -0.283 Satisfactory 1.744 Satisfactory -0.258 Satisfactory

24.5 -0.735 Satisfactory -0.367 Satisfactory 1.733 Satisfactory -0.337 Satisfactory

25.0 -0.766 Satisfactory -0.409 Satisfactory 1.746 Satisfactory -0.377 Satisfactory

25.5 -0.772 Satisfactory -0.439 Satisfactory 1.800 Satisfactory -0.504 Satisfactory

26.0 NA -0.431 Satisfactory 1.744 Satisfactory -0.504 Satisfactory

26.5 NA -0.448 Satisfactory 1.752 Satisfactory -0.549 Satisfactory

27.0 -0.717 Satisfactory -0.533 Satisfactory 1.784 Satisfactory -0.502 Satisfactory

Height from Bottom (feet)

Vertical Profiles #1 and #5

Vertical Profiles #2 and #6

Vertical Profiles #3 and #7

Vertical Profiles #4 and #8

A-16

API-653 In‐Service Inspection Report

Diameter (inches) Condition

Height from Bottom (feet)

Vertical Profiles #1 and #5

Vertical Profiles #2 and #6

Vertical Profiles #3 and #7

Vertical Profiles #4 and #8

27.5 NA -0.460 Satisfactory 1.748 Satisfactory -0.413 Satisfactory

28.0 NA -0.466 Satisfactory 1.746 Satisfactory -0.335 Satisfactory

28.5 -0.580 Satisfactory -0.489 Satisfactory 1.778 Satisfactory -0.297 Satisfactory

29.0 NA -0.527 Satisfactory 1.776 Satisfactory -0.263 Satisfactory

29.5 NA -0.667 Satisfactory 1.750 Satisfactory -0.229 Satisfactory

30.0 NA NA 1.664 Satisfactory -0.209 Satisfactory

30.5 -0.492 Satisfactory NA 1.579 Satisfactory -0.168 Satisfactory

31.0 -0.617 Satisfactory -0.462 Satisfactory 1.593 Satisfactory 0.010 Satisfactory

31.5 NA -0.558 Satisfactory 1.505 Satisfactory -0.012 Satisfactory

32.0 NA -0.516 Satisfactory 1.582 Satisfactory 0.155 Satisfactory

32.5 -0.546 Satisfactory -0.505 Satisfactory 1.623 Satisfactory 0.267 Satisfactory

33.0 -0.632 Satisfactory -0.594 Satisfactory 1.614 Satisfactory 0.152 Satisfactory

33.5 -0.656 Satisfactory NA 1.513 Satisfactory 0.185 Satisfactory

34.0 -0.679 Satisfactory NA 1.522 Satisfactory 0.226 Satisfactory

34.5 -0.773 Satisfactory NA 1.455 Satisfactory 0.232 Satisfactory

35.0 -0.849 Satisfactory -0.495 Satisfactory 1.415 Satisfactory 0.175 Satisfactory

35.5 -0.973 Satisfactory -0.522 Satisfactory 1.397 Satisfactory 0.132 Satisfactory

36.0 -1.193 Satisfactory -0.703 Satisfactory 1.266 Satisfactory -0.021 Satisfactory

A-17

API-653 In‐Service Inspection Report

Vertical Profiles # 1 & #5

Vertical Profiles # 2 & #6

Vertical Profiles # 3 & #7

Vertical Profiles # 4 & #8

0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4 0.0

10.0

20.0

30.0

-4 -2 0 2 4

A-18

API-653 In‐Service Inspection Report

(Top View Overlay) a

-20

-18

-16

-14

-12

-10

-8

-6

-4

-2

1 Foot Elevation 18 Foot Elevation 36 Foot Elevation

A-19

API-653 In‐Service Inspection Report

B-1

O w ne r/

O pe ra to r:

In sp ec tio n F irm

D at e:

R ev is io n

N um be r:

R ev is io n D at e:

D ra w in g T itl e:

T an k D es cr ip tio n:

D ra w in g

N um be r:

Li ttl e R oc k

A F

In te rS pe c

/A N

T an k #1

F ac ili ty

S -1

S he ll La yo ut

R em ar ks

/L eg en d:

S ea m is th e fir st s ea m le ft of th e fir st m an ho le le ft of th e st ai rw ay in th e fir st s he ll co ur se v ie w in g fr om th e ou ts id e.

T he n um be r in th e up pe r le ft co rn er o f e ac h pl at e id en tif ie s th e pl at e by th e co ur se a nd po si tio n of th e pl at e in th at c ou rs e.

0G R

A P

S C

D im en si on s ar e in fe et

S -1

M an ho le

-2

S -3

B-2

API-653 In‐Service Inspection Report ne r/

O pe ra to r:

In sp ec tio n F irm

D at e:

R ev is io n

N um be r:

R ev is io n D at e:

D ra w in g T itl e:

T an k D es cr ip tio n:

D ra w in g

N um be r:

Li ttl e R oc k

A F

In te rS pe c

/A N

T an k #1

F ac ili ty

S -2

S he ll La yo ut

R em ar ks

/L eg en d:

S ea m is th e fir st s ea m le ft of th e ho le le ft of th e st ai rw ay in th e fir st s he ll co ur se v ie w in g fr om th e ou ts n um be r in th e up pe r le ft co rn er o f e ac h pl at e id en tif ie s th e pl at e by th e co ur se tio n of th e pl at e in th at c ou rs e.

0G R

A P

S C

D im en si on s ar e in fe et

-4

A T

R ec ei pt

L in e C

Is su e

Li ne

P lu g E

P lu g

-3

B-3

API-653 In‐Service Inspection Report ne r/

O pe ra to r:

In sp ec tio n F irm

D at e:

R ev is io n

N um be r:

R ev is io n D at e:

D ra w in g T itl e:

T an k D es cr ip tio n:

D ra w in g

N um be r:

Li ttl e R oc k

A F

In te rS pe c

N /A

T an k #1

F ac ili ty

S -3

S he ll La yo ut

R em ar ks

/L eg en d:

0G R

A P

S C

D im en si on s ar e in fe et

K L

S -5

P Q

-62-

P lu g H

H os e

C on ne ct io n

I -

P lu g

F oa m L in e

H ig h Le ve l S hu t-

O ff/

H ig h Le ve l A la rm

H ig h Le ve l S hu t-

O ff/

H ig h Le ve l A la rm

B la nk ed V al ve

B la nk ed

V al ve O

W at er

D ra w -O ff P

B la nk ed V al ve

Lo w

S uc tio n

Li ne

6" x

2" M an ho le

B-4

API-653 In‐Service Inspection Report ne r/

O pe ra to r:

In sp ec tio n F irm

D at e:

R ev is io n

N um be r:

R ev is io n D at e:

D ra w in g T itl e:

T an k D es cr ip tio n:

D ra w in g

N um be r:

Li ttl e R oc k

A F

In te rS pe c

/A N

T an k #1

F ac ili ty

S -4

S he ll La yo ut

R em ar ks

/L eg en d:

0G R

A P

S C

D im en si on s ar e in fe et

B-5

API-653 In‐Service Inspection Report

R em ar ks

/L eg en d:

O w ne r/

O pe ra to r:

In sp ec tio n F irm

D at e:

R ev is io n

N um be r:

R ev is io n D at e:

D ra w in g T itl e:

T an k D es cr ip tio n:

D ra w in g

N um be r:

Li ttl e R oc k

A F

In te rS pe c

/A N

T an k #1

F ac ili ty

R -1

F ix ed R oo f L ay ou t

M ea su re d D ia m et er is

fe et

F ix ed r oo f h as pl at es

0G R

A P

S C

D im en si on s ar e in fe et y x N W y x

N E y x

S E y xS W

X Y

O rie nt at io n

X Y

O rie nt at io n is in r ef er en ce to

P la n N or th

51 52

E F

E m er ge nc y

V en t B

4" M an w ay C

E m er ge nc y V en t

A T

G F lo at

G ui de W ire E

T G

F lo at F

T G

F lo at W ire G ui de

P lu g H

N R

A F

I -

S am pl e S til lin g W el l

V en t K

W at er

T em pe ra tu re

2" C ap

P at ch P la te s

B-6

API-653 In‐Service Inspection Report

C om pa ny

D ra w n

B y:

D at e:

R ev . N o.

S ca le

D ra w in g T itl e:

Li ttl e R oc k

A F

In te rS pe c

N /A

1/ fe et

S ec on da ry C on ta in m en t

T an k #1

F ac

T an k

#2 F ac

T an k #3

F ac

T ra ns fe r/

T ru ck S ta nd

O ff

B as e R ec ei pt

O ff

B as e R ec ei pt

T ra ns fe r/ T ru ck

S ta nd

B-7

API-653 In‐Service Inspection Report

C-1

C-2

C-3

C-4

C-5

C-6

C-7

D-1

D-2

E-1

E-2

E-3

E-4

E-5

E-6

E-7

NOTES:

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 23, 2023.