Attachment J.1 - Little Rock-Fac 1340 (Tank 3)-FINAL-2017.pdf

PDF 10 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

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Other files attached to CMP-API 653 FUELING FACILITY TANK INSPECTIONS, newest first.
File	Type	Posted
Amd 0001.pdf	PDF	Mar 13, 2023
Attachment B - Fuel Storage Tank List - LRG.xlsx	XLSX spreadsheet	Mar 13, 2023
Q andA Worksheet.pdf	PDF	Mar 13, 2023
Attachment E - API Internal Inspection Telecon Briefing Template.docx	DOCX document	Feb 23, 2023
SOLICITATION W9128F23Q0038.pdf	PDF	Feb 23, 2023
Attachment J.5 - Little Rock-Fac 1348 (Tank 1)-FINAL-2017.pdf	PDF	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
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

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US	Army	Corps	of	Engineers
Omaha	District

API‐653	In‐Service
Inspection	Report

Little	Rock	AFB,	Jacksonville,	AR
Tank	#3

Facility

1340

Army

Corps

Engineers

Center

Expertise

for

Petroleum,

Oils,

and

Lubricants

(USACE POL‐MCX)

7/27/2017

API-653 In‐Service Inspection Report Tank #3 (Facility1340)

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 ................................................................................. 13

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

1340)

Little

Rock

Air

Force

Base

(AFB)

Jacksonville,

was

completed

July

27,

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

first

second

shell

course

butt‐weld

measured

2‐1/2‐inch.

The

minimum

weld

spacing

3‐

inches

accordance

with

API

Standard

650

Section

5.7.3.2.

5. The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

3‐inch

low

suction

line

quick

disconnect

and

shell‐to‐bottom

weld

measured

2‐inches.

The

minimum

weld

spacing

3‐inches

accordance

with

API

Standard

650

Section

5.7.3.2.

6. The

36‐inch

manhole

has

hinged

cover

and

does

not

have

davit

arm.

7. The

oval

shaped

manway

does

not

have

davit

arm.

8. 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.

9. The

product

saver

tank

does

not

have

ground

strap.

10. The

tank

does

not

have

independent

low

and

low‐low

level

alarms.

11. The

shell

exterior

coating

has

heavy

chalking;

many

areas

the

top

coat

are

peeling

from

the

primer,

and

rust

bleeding

through.

The

top

coat

was

easily

removed

from

the

primer

with

duct

tape.

The

coating

beyond

its

useful

life.

12. The

shell

has

mildew

the

coating

under

the

circumferential

stairway.

13. The

flanges

and

valves

the

receipt

line

and

issue

line

have

heavy

coating

failure

and

corrosion.

INSPECTION	DATE
API	In‐Service	Inspection	Date:	July	27,	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:	DEC	2014
API	In‐Service	(External)	Inspection	Date:	DEC	2014

RECOMMENDED	FUTURE	INSPECTION	DATES	(CALCULATIONS	SHALL	BE	PROVIDED)
API	Out‐of‐Service	(Internal)	Inspection	Date:	DEC	2024
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	1340
Tank	Number	3
State	/	Country	Arkansas,	United	States
City	Jacksonville
Inspection	Date	July	27,	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 #3 (Facility 1340).

2. Site

Information

July

27,

2017

Burns

McDonnell

and

our

sub‐consultant

(InterSpec,

LLC)

performed

API

653

Out‐of‐Service

inspection

Tank

(Facility

1340),

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

1340)

nominal

40,000

barrel,

85’

0”

diameter

40’

6”

tall,

Jet

aboveground

vertical

storage

tank.

The

original

nameplate

was

affixed

the

tank

and

legible.

Horton

Tank

built

the

tank

1954.

upgraded

nameplate

was

affixed

the

tank

and

legible

listing

the

tank

being

upgraded

API

Standard

650

CAPE

Environmental

Management,

Inc.

2012.

new

slotted

bottom

was

installed

after

original

construction

unknown

contractor

and

unknown

date.

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

API-653 In‐Service Inspection Report

are

all

within

the

allowable

tolerances

API

Standard

653.

The

tank

appears

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	gauge	are	installed	for
electronic	gauging.		Manual	sampling	and	gauging	is	afforded	through	a
manual	sample	stilling	well.	The	tank	has	a	VAREC	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	ten	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

API-653 In‐Service Inspection Report

sloped

earthen

walls

that

covered

with

flexible

membrane

liner.

informal

containment

evaluation

was

conducted.

The

containment

appears

sufficient

size

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.

API-653 In‐Service Inspection Report

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.

API-653 In‐Service Inspection Report

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

2.5‐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

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.

e. 3‐inch

Low

Suction

Line

Quick

Disconnect

Reinforcement

Weld

Spacing

OBSERVATION:

The

weld

spacing

between

the

diamond

shaped

reinforcement

pad

the

3‐inch

low

suction

line

quick

disconnect

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

API-653 In‐Service Inspection Report

RECOMMENDATION:

Modify

the

reinforcement

pad

the

3‐inch

low

suction

line

quick

disconnect

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.

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. 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.

e. 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.

f. Shell

Exterior

Coating

System

OBSERVATION:

The

shell

exterior

coating

has

heavy

chalking;

many

areas

the

top

coat

are

peeling

from

the

primer,

and

the

rust

bleeding

through.

The

top

coat

was

easily

removed

from

the

primer

with

duct

tape.

The

coating

beyond

its

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).

g. 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.

h. 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:

Repair

the

coating

and

localized

corrosion.

i. Spring

Can

Supports

OBSERVATION:

The

travel

stops

have

not

been

removed

the

spring

can

supports

for

the

receipt

and

issue

lines.

CODE

REFERENCE:

78‐24‐27

Drawings

D.11

and

D.13

RECOMMENDATION:

Replace

the

two

(2)

spring

can

supports

for

the

receipt

and

issue

lines,

the

condition

the

spring

unknown

and

effect

tank

when

released

unknown.

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 4.86 inches in accordance with API Standard 653. The maximum calculated out-of-plumbness for this tank is 1.716 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 -0.057 -0.306 -0.045 -0.156 -0.081 -0.221 -0.386 -0.092

0.5 -0.031 -0.172 -0.025 -0.135 -0.039 -0.076 -0.278 -0.008

1.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

1.5 0.019 0.096 -0.060 0.013 0.077 0.062 0.234 -0.028

2.0 -0.017 0.151 -0.080 0.203 0.112 0.096 0.400 0.005

2.5 -0.049 0.307 -0.101 0.281 0.136 0.542 -0.041

3.0 -0.047 0.332 -0.114 0.353 0.099 0.174 0.638 -0.048

3.5 -0.080 0.284 -0.169 0.326 0.087 0.125 0.732 -0.085

4.0 -0.078 0.347 -0.225 0.337 0.122 0.160 0.773 -0.113

4.5 -0.081 0.402 -0.282 0.303 0.095 0.075 0.826 -0.200

5.0 -0.098 0.316 -0.317 0.249 0.142 0.067 0.852 -0.289

5.5 -0.119 0.252 -0.390 0.205 0.076 0.011 0.842 -0.321

6.0 -0.116 0.089 -0.384 0.111 0.055 -0.007 0.890 -0.339

6.5 -0.123 0.085 -0.455 0.109 0.088 -0.167 0.797 -0.406

7.0 -0.187 -0.092 -0.422 0.217 -0.094 -0.151 0.690 -0.530

7.5 -0.217 -0.116 -0.342 0.318 -0.180 0.653 -0.545

8.0 -0.241 -0.198 -0.321 0.387 -0.067 -0.181 0.620 -0.521

8.5 -0.269 -0.261 -0.297 0.409 -0.054 -0.178 0.628 -0.479

9.0 -0.301 -0.218 -0.273 0.411 -0.094 -0.210 0.689 -0.411

9.5 -0.332 -0.308 -0.288 0.456 -0.114 -0.233 0.690 -0.411

10.0 -0.396 -0.289 -0.325 0.518 -0.091 -0.322 0.641 -0.375

10.5 -0.434 -0.229 -0.322 0.581 -0.210 -0.342 0.608 -0.390

11.0 -0.524 -0.302 -0.346 0.570 -0.208 -0.343 0.634 -0.413

11.5 -0.568 -0.295 -0.383 0.612 -0.242 -0.387 0.602 -0.433

12.0 -0.672 -0.343 -0.429 0.675 -0.283 -0.425 0.648 -0.493

12.5 -0.794 -0.307 -0.487 0.668 -0.274 -0.444 0.612 -0.516

13.0 -0.843 -0.284 -0.604 0.628 -0.330 -0.464 0.682 -0.512

13.5 -0.932 -0.276 -0.725 0.570 -0.406 -0.550 0.725 -0.543

14.0 -1.013 -0.274 -0.827 0.606 -0.408 -0.525 0.768 -0.508

14.5 -1.156 -0.319 -1.051 0.485 -0.527 -0.616 0.576 -0.502

15.0 -1.169 -0.310 -1.013 0.433 -0.707 -0.573 0.586 -0.501

15.5 -1.146 -0.193 -0.942 0.414 -0.654 -0.485 0.589 -0.505

16.0 -1.125 -0.097 -0.865 0.480 -0.628 -0.449 0.574 -0.467

16.5 -1.073 -0.006 -0.834 0.464 -0.560 -0.392 0.557 -0.462

17.0 -1.046 -0.019 -0.781 0.521 -0.528 -0.382 0.543 -0.480

17.5 -1.047 0.011 -0.759 0.481 -0.522 -0.504 0.456 -0.526

18.0 -1.027 0.059 -0.736 0.468 -0.510 -0.464 0.474 -0.546

18.5 -0.913 0.146 -0.717 0.465 -0.500 -0.494 0.436 -0.543

19.0 -0.907 0.214 -0.720 0.414 -0.492 -0.484 0.396 -0.620

19.5 -0.937 0.221 -0.688 0.405 -0.478 -0.477 0.367 -0.626

20.0 -0.920 0.205 -0.734 0.364 -0.490 -0.499 0.378 -0.702

20.5 -0.937 0.216 -0.725 0.363 -0.481 -0.520 0.289 -0.748

21.0 -0.975 0.163 -0.735 0.311 -0.484 0.226 -0.795

21.5 -1.003 0.136 -0.770 0.263 -0.520 -0.514 0.176 -0.861

22.0 -1.061 0.120 -0.780 0.282 -0.498 -0.482 0.076 -0.951

22.5 -1.195 0.113 -0.820 0.224 -0.577 -0.363 -0.042 -1.170

23.0 -1.349 0.027 -0.761 0.263 -0.621 -0.580 0.028 -1.243

23.5 -1.417 -0.097 -0.707 0.335 -0.608 -0.589 0.178 -1.213

24.0 -1.435 -0.125 -0.654 0.471 -0.577 -0.582 0.319 -1.200

24.5 -1.460 -0.137 -0.650 0.593 -0.567 -0.665 0.381 -1.221

25.0 -1.437 -0.153 -0.695 0.548 -0.574 -0.741 0.418 -1.250

25.5 -1.437 -0.097 -0.739 0.591 -0.647 -0.779 0.415 -1.289

26.0 -1.582 -0.124 -0.793 0.586 -0.690 0.410 -1.272

26.5 -1.574 -0.150 -0.821 0.707 -0.751 0.434 -1.322

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 -1.571 -0.180 -0.806 0.833 -0.827 -0.617 0.510 -1.246

27.5 -1.516 -0.160 -0.720 0.705 -0.873 -0.485 0.542 -1.251

28.0 -1.484 -0.166 -0.698 0.730 -0.872 -0.366 0.643 -1.250

28.5 -1.440 -0.213 -0.684 0.813 -0.854 -0.271 0.681 -1.294

29.0 -1.372 -0.250 -0.670 0.776 -0.840 -0.241 0.680 -1.304

29.5 -1.318 -0.337 -0.684 0.753 -0.876 -0.254 0.649 -1.365

30.0 -1.157 -0.256 -0.694 0.734 -0.909 -0.260 0.592 -1.477

30.5 -1.023 -0.062 -0.609 0.780 -0.877 -0.225 0.572 -1.477

31.0 -1.040 -0.209 -0.837 0.806 -0.792 -0.172 0.536 -1.630

31.5 -1.009 -0.196 -0.819 0.879 -0.757 -0.120 0.567 -1.654

32.0 -0.959 -0.137 -0.800 0.971 -0.656 -0.098 0.578 -1.682

32.5 -0.941 0.038 -0.820 0.970 -0.569 -0.046 0.589 -1.669

33.0 -0.956 0.112 -0.850 0.965 -0.524 -0.030 0.554 -1.677

33.5 -0.972 0.120 -0.889 1.053 -0.492 -0.044 0.487 -1.712

34.0 -1.037 0.101 -0.928 1.079 -0.468 -0.099 0.449 -1.709

34.5 -1.093 0.064 -0.962 1.046 -0.453 -0.101 0.392 -1.695

35.0 -1.092 0.050 -1.011 1.016 -0.441 -0.108 0.325 -1.638

35.5 -1.119 0.009 -1.128 0.842 -0.485 -0.132 0.176 -1.564

36.0 -1.122 -0.097 -1.113 0.791

Minimum: -1.582 -0.343 -1.128 -0.156 -0.909 -0.779 -0.386 -1.712

Maximum: 0.019 0.402 0.000 1.079 0.142 0.174 0.890 0.005 Plumbness: 1.601 0.745 1.128 1.236 1.051 0.954 1.276 1.716 Allowed: 4.860 4.860 4.860 4.860 4.860 4.860 4.860 4.860

Condition: Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory

A-13

API-653 In‐Service Inspection Report

Height from Bottom (feet)

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5

10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 19.5 20.0 20.5 21.0 21.5 22.0 22.5 23.0 23.5 24.0 24.5 25.0 25.5 26.0 26.5

Vertical Profile

#9 Radius

(inches)

Vertical Profile

#10 Radius

(inches) -0.202 -0.220 -0.059 -0.118

0.000 0.000 -0.051 0.046 -0.045 0.163 -0.025 0.177 -0.017 0.206 -0.031 0.272 -0.065 0.236 -0.034 0.205 -0.104 0.177 -0.105 0.185 -0.168 0.164 -0.166 0.128 -0.185 0.198 -0.123 0.246 -0.057 0.332

0.040 0.368

0.130 0.388

0.212 0.391

0.249 0.462

0.316 0.452

0.379 0.452

0.455 0.471

0.487 0.460

0.523 0.471

0.564 0.461

0.576 0.425

0.592 0.402

0.597 0.222

0.601 0.211

0.669 0.201

0.683 0.267

0.664 0.283

0.697 0.259

0.705 0.292

0.679 0.295

0.704 0.296

0.713 0.321

0.697 0.283

0.742 0.297

0.729 0.277

0.713 0.195

0.700 0.212

0.639 0.134

0.546 0.057

0.522 0.002

0.546 0.055

0.568 0.138

0.512 0.124

0.441 0.143

0.377 0.094

0.365 0.077

0.262 0.124

A-14

API-653 In‐Service Inspection Report

Height from Bottom (feet)

27.0 27.5 28.0 28.5 29.0 29.5 30.0 30.5 31.0 31.5 32.0 32.5 33.0 33.5 34.0 34.5 35.0 35.5 36.0

Minimum:

Maximum:

Plumbness:

Allowed:

Condition:

Vertical Profile

#9 Radius

(inches)

Vertical Profile

#10 Radius

(inches)

0.224 0.151

0.190 0.181

0.115 0.206

0.071 0.194 -0.009 0.159 -0.102 0.066 -0.192 -0.019 -0.177 -0.071 -0.205 -0.189 -0.065 -0.201 -0.008 -0.215

0.090 -0.102

0.112 -0.035

0.146 0.021

0.141 0.020

0.151 -0.019

0.105 0.004

0.059 -0.039 -0.084 -0.217

-0.205 -0.220

0.742 0.471

0.947 0.691

4.860 4.860

Satisfactory Satisfactory

A-15

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-16

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-17

API-653 In‐Service Inspection Report

Vertical Profile #9 Vertical Profile #10

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

(Shell Roundness Evaluation)

Diameter (inches) Condition

0.0 -0.278 Satisfactory -0.691 Satisfactory -0.137 Satisfactory -0.358 Satisfactory

0.5 -0.108 Satisfactory -0.450 Satisfactory -0.033 Satisfactory -0.194 Satisfactory

1.0 0.000 Satisfactory 0.000 Satisfactory 0.000 Satisfactory 0.000 Satisfactory

1.5 0.082 Satisfactory 0.330 Satisfactory -0.087 Satisfactory -0.039 Satisfactory

2.0 0.078 Satisfactory 0.551 Satisfactory -0.076 Satisfactory 0.158 Satisfactory

2.5 0.087 Satisfactory 0.849 Satisfactory -0.142 Satisfactory 0.256 Satisfactory

3.0 0.128 Satisfactory 0.970 Satisfactory -0.162 Satisfactory 0.336 Satisfactory

3.5 0.045 Satisfactory 1.017 Satisfactory -0.254 Satisfactory 0.295 Satisfactory

4.0 0.082 Satisfactory 1.120 Satisfactory -0.338 Satisfactory 0.272 Satisfactory

4.5 -0.006 Satisfactory 1.228 Satisfactory -0.482 Satisfactory 0.269 Satisfactory

5.0 -0.030 Satisfactory 1.168 Satisfactory -0.606 Satisfactory 0.145 Satisfactory

5.5 -0.108 Satisfactory 1.094 Satisfactory -0.711 Satisfactory 0.100 Satisfactory

6.0 -0.123 Satisfactory 0.979 Satisfactory -0.723 Satisfactory -0.057 Satisfactory

6.5 -0.290 Satisfactory 0.882 Satisfactory -0.861 Satisfactory -0.057 Satisfactory

7.0 -0.338 Satisfactory 0.597 Satisfactory -0.952 Satisfactory 0.032 Satisfactory

7.5 -0.397 Satisfactory 0.537 Satisfactory -0.886 Satisfactory 0.194 Satisfactory

8.0 -0.422 Satisfactory 0.422 Satisfactory -0.842 Satisfactory 0.330 Satisfactory

8.5 -0.448 Satisfactory 0.367 Satisfactory -0.776 Satisfactory 0.449 Satisfactory

9.0 -0.511 Satisfactory 0.471 Satisfactory -0.684 Satisfactory 0.541 Satisfactory

9.5 -0.564 Satisfactory 0.383 Satisfactory -0.699 Satisfactory 0.668 Satisfactory

10.0 -0.719 Satisfactory 0.353 Satisfactory -0.699 Satisfactory 0.767 Satisfactory

10.5 -0.775 Satisfactory 0.379 Satisfactory -0.712 Satisfactory 0.897 Satisfactory

11.0 -0.866 Satisfactory 0.332 Satisfactory -0.758 Satisfactory 0.949 Satisfactory

11.5 -0.955 Satisfactory 0.306 Satisfactory -0.815 Satisfactory 1.067 Satisfactory

12.0 -1.097 Satisfactory 0.304 Satisfactory -0.922 Satisfactory 1.162 Satisfactory

12.5 -1.238 Satisfactory 0.306 Satisfactory -1.002 Satisfactory 1.191 Satisfactory

13.0 -1.307 Satisfactory 0.398 Satisfactory -1.117 Satisfactory 1.193 Satisfactory

13.5 -1.482 Satisfactory 0.449 Satisfactory -1.268 Satisfactory 1.147 Satisfactory

14.0 -1.537 Satisfactory 0.494 Satisfactory -1.335 Satisfactory 1.198 Satisfactory

14.5 -1.773 Satisfactory 0.257 Satisfactory -1.553 Satisfactory 1.082 Satisfactory

15.0 -1.741 Satisfactory 0.276 Satisfactory -1.513 Satisfactory 1.034 Satisfactory

15.5 -1.631 Satisfactory 0.396 Satisfactory -1.446 Satisfactory 1.083 Satisfactory

16.0 -1.574 Satisfactory 0.476 Satisfactory -1.332 Satisfactory 1.163 Satisfactory

16.5 -1.466 Satisfactory 0.551 Satisfactory -1.296 Satisfactory 1.128 Satisfactory

17.0 -1.428 Satisfactory 0.523 Satisfactory -1.261 Satisfactory 1.218 Satisfactory

17.5 -1.551 Satisfactory 0.467 Satisfactory -1.286 Satisfactory 1.186 Satisfactory

18.0 -1.490 Satisfactory 0.533 Satisfactory -1.282 Satisfactory 1.147 Satisfactory

18.5 -1.407 Satisfactory 0.582 Satisfactory -1.260 Satisfactory 1.169 Satisfactory

19.0 -1.391 Satisfactory 0.610 Satisfactory -1.340 Satisfactory 1.127 Satisfactory

19.5 -1.415 Satisfactory 0.588 Satisfactory -1.315 Satisfactory 1.102 Satisfactory

20.0 -1.420 Satisfactory 0.582 Satisfactory -1.435 Satisfactory 1.107 Satisfactory

20.5 -1.457 Satisfactory 0.505 Satisfactory -1.473 Satisfactory 1.092 Satisfactory

21.0 NA 0.389 Satisfactory -1.531 Satisfactory 1.024 Satisfactory

21.5 -1.517 Satisfactory 0.312 Satisfactory -1.630 Satisfactory 0.963 Satisfactory

22.0 -1.543 Satisfactory 0.196 Satisfactory -1.732 Satisfactory 0.921 Satisfactory

22.5 -1.557 Satisfactory 0.071 Satisfactory -1.990 Satisfactory 0.770 Satisfactory

23.0 -1.929 Satisfactory 0.055 Satisfactory -2.004 Satisfactory 0.785 Satisfactory

23.5 -2.007 Satisfactory 0.081 Satisfactory -1.920 Satisfactory 0.881 Satisfactory

24.0 -2.016 Satisfactory 0.194 Satisfactory -1.854 Satisfactory 1.039 Satisfactory

24.5 -2.125 Satisfactory 0.243 Satisfactory -1.871 Satisfactory 1.105 Satisfactory

25.0 -2.178 Satisfactory 0.265 Satisfactory -1.946 Satisfactory 0.990 Satisfactory

25.5 -2.216 Satisfactory 0.317 Satisfactory -2.028 Satisfactory 0.967 Satisfactory

26.0 NA 0.287 Satisfactory -2.064 Satisfactory 0.951 Satisfactory

26.5 NA 0.283 Satisfactory -2.143 Satisfactory 0.969 Satisfactory

27.0 -2.188 Satisfactory 0.330 Satisfactory -2.052 Satisfactory 1.057 Satisfactory

Height from Bottom (feet)

Vertical Profiles #1 and #6

Vertical Profiles #2 and #7

Vertical Profiles #3 and #8

Vertical Profiles #4 and #9

A-19

API-653 In‐Service Inspection Report

Diameter (inches) Condition

Height from Bottom (feet)

Vertical Profiles #1 and #6

Vertical Profiles #2 and #7

Vertical Profiles #3 and #8

Vertical Profiles #4 and #9

27.5 -2.001 Satisfactory 0.382 Satisfactory -1.971 Satisfactory 0.895 Satisfactory

28.0 -1.850 Satisfactory 0.477 Satisfactory -1.948 Satisfactory 0.845 Satisfactory

28.5 -1.712 Satisfactory 0.468 Satisfactory -1.978 Satisfactory 0.884 Satisfactory

29.0 -1.613 Satisfactory 0.430 Satisfactory -1.974 Satisfactory 0.767 Satisfactory

29.5 -1.572 Satisfactory 0.312 Satisfactory -2.049 Satisfactory 0.651 Satisfactory

30.0 -1.417 Satisfactory 0.336 Satisfactory -2.172 Satisfactory 0.542 Satisfactory

30.5 -1.248 Satisfactory 0.510 Satisfactory -2.086 Satisfactory 0.603 Satisfactory

31.0 -1.212 Satisfactory 0.328 Satisfactory -2.467 Satisfactory 0.601 Satisfactory

31.5 -1.130 Satisfactory 0.372 Satisfactory -2.473 Satisfactory 0.814 Satisfactory

32.0 -1.057 Satisfactory 0.441 Satisfactory -2.483 Satisfactory 0.963 Satisfactory

32.5 -0.987 Satisfactory 0.626 Satisfactory -2.490 Satisfactory 1.059 Satisfactory

33.0 -0.987 Satisfactory 0.665 Satisfactory -2.527 Satisfactory 1.076 Satisfactory

33.5 -1.016 Satisfactory 0.607 Satisfactory -2.601 Satisfactory 1.200 Satisfactory

34.0 -1.136 Satisfactory 0.550 Satisfactory -2.637 Satisfactory 1.221 Satisfactory

34.5 -1.195 Satisfactory 0.455 Satisfactory -2.658 Satisfactory 1.198 Satisfactory

35.0 -1.200 Satisfactory 0.375 Satisfactory -2.649 Satisfactory 1.121 Satisfactory

35.5 -1.251 Satisfactory 0.185 Satisfactory -2.692 Satisfactory 0.901 Satisfactory

36.0 NA NA NA 0.708 Satisfactory

A-20

API-653 In‐Service Inspection Report

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5

10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 19.5 20.0 20.5 21.0 21.5 22.0 22.5 23.0 23.5 24.0 24.5 25.0 25.5 26.0 26.5 27.0

Height from Bottom (feet)

Diameter (inches) Condition -0.300 Satisfactory -0.157 Satisfactory

0.000 Satisfactory

0.124 Satisfactory

0.275 Satisfactory

0.305 Satisfactory

0.359 Satisfactory

0.357 Satisfactory

0.300 Satisfactory

0.319 Satisfactory

0.261 Satisfactory

0.219 Satisfactory

0.217 Satisfactory

0.105 Satisfactory

0.264 Satisfactory

0.314 Satisfactory

0.294 Satisfactory

0.277 Satisfactory

0.371 Satisfactory

0.242 Satisfactory

0.244 Satisfactory

0.229 Satisfactory

0.177 Satisfactory

0.197 Satisfactory

0.131 Satisfactory

0.019 Satisfactory

-0.006 Satisfactory -0.305 Satisfactory -0.496 Satisfactory -0.453 Satisfactory -0.361 Satisfactory -0.277 Satisfactory -0.269 Satisfactory -0.230 Satisfactory -0.215 Satisfactory -0.203 Satisfactory -0.171 Satisfactory -0.195 Satisfactory -0.193 Satisfactory -0.203 Satisfactory -0.289 Satisfactory -0.309 Satisfactory -0.365 Satisfactory -0.519 Satisfactory -0.619 Satisfactory -0.553 Satisfactory -0.439 Satisfactory -0.443 Satisfactory -0.431 Satisfactory -0.553 Satisfactory -0.613 Satisfactory -0.627 Satisfactory -0.675 Satisfactory

Vertical Profiles #5 and #10

A-21

API-653 In‐Service Inspection Report

Height from Bottom (feet) 27.5 28.0 28.5 29.0 29.5 30.0 30.5 31.0 31.5 32.0 32.5 33.0 33.5 34.0 34.5 35.0 35.5 36.0

Diameter (inches) Condition

Vertical Profiles #5 and #10

-0.692 Satisfactory -0.666 Satisfactory -0.660 Satisfactory -0.682 Satisfactory -0.810 Satisfactory -0.928 Satisfactory -0.948 Satisfactory -0.981 Satisfactory -0.958 Satisfactory -0.871 Satisfactory -0.671 Satisfactory -0.559 Satisfactory -0.471 Satisfactory -0.448 Satisfactory -0.472 Satisfactory -0.437 Satisfactory -0.524 Satisfactory

A-22

API-653 In‐Service Inspection Report

Vertical Profiles # 1 & #6

Vertical Profiles # 2 & #7

Vertical Profiles # 3 & #8

Vertical Profiles # 4 & #9

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-23

API-653 In‐Service Inspection Report

Profiles # 5 & #10

0.0

10.0

20.0

30.0

-4 -2 0 2 4

A-24

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 35.5 Foot Elevation

A-25

API-653 In‐Service Inspection Report

B-1

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 #3

F ac ili ty

S -1

S he ll La yo ut

S ea m is th e fir st s ea m le ft of th e fir st m an w ay 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.

R A

P H

C A

D im en si on s ar e in fe et

M an w ay

F ire

P ro te ct io n

B-2

API-653 In‐Service Inspection Report 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 #3

F ac ili ty

S -2

S he ll La yo ut

S ea m is th e fir st s ea m le ft of th e fir st m an w ay 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.

R A

P H

C A

D im en si on s ar e in fe et

A T

R ec ei pt

L in e D

Is su e

Li ne

B-3

API-653 In‐Service Inspection Report 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 #3

F ac ili ty

S -3

S he ll La yo ut

S ea m is th e fir st s ea m le ft of th e fir st m an w ay 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.

R A

P H

C A

D im en si on s ar e in fe et

H I

Lo w

P oi nt S uc tio n (Q ui ck

C on ne ct

W at er

D ra w -O ff G

6" x

M an w ay

H ig h Le ve l S hu t-

O ff\

H ig h Le ve l A la rm

I -

H ig h

Le ve l S hu t- O ff\ H ig h

Le ve l A la rm J

F ire

P ro te ct io n

B la nk ed

V al ve L

B la nk ed

V al ve

B-4

API-653 In‐Service Inspection Report 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 #3

F ac ili ty

S -4

S he ll La yo ut

S ea m is th e fir st s ea m le ft of th e fir st m an w ay 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.

R A

P H

C A

D im en si on s ar e in fe et

B-5

API-653 In‐Service Inspection Report 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 #3

F ac ili ty

S -5

S he ll La yo ut

S ea m is th e fir st s ea m le ft of th e fir st m an w ay 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.

R A

P H

C A

D im en si on s ar e in fe et

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

D-1

D-2

E-1

E-2

E-3

E-4

E-5

E-6

E-7

NOTES:

E-8

API-653 In‐Service Inspection Report

F-1

F-2

F-3

F-4

F-5

F-6

F-7

F-8

F-9

F-10

F-11

F-12

F-13

F-14

F-15

F-16

F-17

F-18

F-19

F-20

F-21

F-22

F-23

F-24

F-25

F-26

F-27

F-28

F-29

F-30

F-31

F-32

F-33

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