Attachment J.1 Fac 667 Insp Report '17.pdf

PDF 4 MB Posted Jan 17, 2023

Attached to: POL Tank Inspection ISP - Creech AFB
Solicitation number: W9128F23Q0024
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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File	Type	Posted
Attachment J.3 Fac 669 OOS Insp Report '14.pdf	PDF	Jan 17, 2023
Attachment I - API External Inspection Template.docx	DOCX document	Jan 17, 2023
Solicitation - W9128F23Q0024.pdf	PDF	Jan 17, 2023
Attachment D - Monthly Conctractors Progress Management and Status Report.xlsx	XLSX spreadsheet	Jan 17, 2023
Attachment J.2 Fac 667 OOS Insp Report '13.pdf	PDF	Jan 17, 2023
Attachment A - General Installation Security Requirements.pdf	PDF	Jan 17, 2023
Attachment B - Fuel Storage Tank List.xlsx	XLSX spreadsheet	Jan 17, 2023
Attachment C - Fuel Storage Tank Excel Document.xlsx	XLSX spreadsheet	Jan 17, 2023

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US	Army	Corps	of	Engineers
Omaha	District

API	653	In‐Service
Inspection	Report

Indian	Springs	AFB,	NV
Tank	#1	(Facility	667)

US Army Corps of Engineers Center of Expertise for Petroleum, Oils, and Lubricants

(USACE POL‐MCX)

11/15/2017

API-653 In-Service Inspection Report Tank 1 (Facility 667) Indian Springs AFB, NV

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	..................................................................................................................	10

APPENDIX A: ENGINEERING CALCULATIONS

APPENDIX B: ENGINEERING DRAWINGS

APPENDIX C: ENGINEERING DATA

APPENDIX D: STI SP001 INSEPCTION CHECKLIST

APPENDIX E: PHOTOGRAPHS

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

GENERAL	SUMMARY
Summary	of	Inspection

API

Standard

653

In‐Service

inspection

Tank

(Facility

667)

Indian

Springs

AFB,

was

completed

November

29,

2017.

The

shell

service

life

evaluation

performed

having

greater

than

years

remaining

shell

life

under

current

conditions.

Significant

Findings

(overview)

1. The

secondary

containment

does

not

satisfy

NFPA

with

intermediate

berm

wall

height

least

inches

between

the

tanks.

2. The

HDPE

liner

the

secondary

containment

area

has

three

tears

the

issue

line

pipe

supports.

3. The

6‐inch

issue

line

does

not

have

thermal

relief

line.

4. The

tank

does

not

have

low

suction

line.

5. The

tank

has

grounding

cable

around

the

circumference

the

tank.

The

tank

grounding

cable

exothermically

welded

directly

the

shell

three

locations

and

not

exothermically

welded

the

ground

lug

the

shell.

6. The

tank

not

equipped

with

ENRAF

ATG

system.

7. The

tank

not

equipped

with

VITO

water

and

temperature

probe.

8. The

fixed

roof

does

not

have

any

API

scaffold

supports.

9. The

fixed

roof

does

not

have

handrail

around

the

perimeter

the

roof.

The

roof

circulation	vents\inspection	hatches	require	fall	protection	when	conducting	annual
inspections	of	the	floating	roof	and	seals.

10. The tank does not have a facility label.

INSPECTION	DATE
API	In‐Service	Inspection	Date:	November	29,	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

STATE	REGULATIONS
API	In‐Service	Tank	Inspections:	N/A
API	Out‐of‐Service	Tank	Inspections:	N/A

NOTE:

there

are

state

regulations

for

tank

inspections

then

N/A

shall

reside

in‐place

the

number

years

between

inspections.

state

regulations

reside,

the

recommended

future

inspections

dates

shall

based

whichever

stringent

between

the

STI

inspector’s

calculations

and

the

State

regulations.

PREVIOUS	INSPECTION	DATES
API	Out‐of‐Service	(Internal)	Inspection	Date:	January	2014
API	In‐Service	(External)	Inspection	Date:	January	2014

RECOMMENDED	FUTURE	INSPECTION	DATES	(CALCULATIONS	SHALL	BE	PROVIDED)
API	Out‐of‐Service	(Internal)	Inspection	Date:	Unknown	(report	was	not	available)
API	In‐Service	(External)	Inspection	Date:	November	2022

Wayne K. Bailey, API‐653 #1331

GENERAL	TANK	INFORMATION
ITEM	DESCRIPTION

Owner	US	Air	Force
Location	Indian	Springs	AFB
Facility	Number	667
Tank	Number	1
State	/	Country	Nevada,	United	States
City	Indian	Springs
Inspection	Date		November	29,	2017
Tank	Manufacturer	Original:		Brown	Tank	&	Steel
Design	Standard	API	Standard	650

Date	of	Construction	Original:	1979
Reconstructed:	5/2014	by	Weston	Solutions,	Inc.

Tank	Contents	Jet	A
Tank	Serial	Number	Unknown
Tank	Diameter	18’
Shell	Height	16’	½”
Product	Height	14’	0”	(based	on	RONAN	system	high‐high	level	alarm)
Tank	Capacity	26,000	gallons	(estimated)	(based	on	RONAN	system)
Foundation	Concrete	Pad

Construction

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

Material

Bottom		Carbon	Steel,	Unknown	Grade
Shell		Carbon	Steel,	Unknown	Grade
Floating	Roof		Aluminum	Honey	Comb
Fixed	Roof		Carbon	Steel,	Unknown	Grade

Cathodic

Protection

None

Interior

Coating

System

Epoxy

Exterior

Coating

System

Thin

Film

Epoxy/Polyurethane

Level

Gauging

VAREC

MTG,

RONAN

ATG,

and

VITO

Water

Temp

Probe

Overfill

Protection

Mechanical

Automatic

Shut‐Off

Piping

Receipt	4"	Carbon	Steel
Issue	6"	Carbon	Steel
Low	Suction	NA	None
Water	Draw‐Off	1"	Stainless	Steel

Level Alarms & Controls

Description	RONAN	ATG	Independent
High‐High	Level	Alarm:			14’	00‐00/16”	14’	00‐00/16”
High‐Level	Alarm:			12’	10‐09/16”	12’	10‐09/16”
Low‐Level	Alarm:		2’	04‐15/16”	2’	04‐15/16”
Low‐Low	Level	Alarm:			1’	09‐00/16”	1’	09‐00/16”
High‐Level	Control	Shut‐

off:

12’ 10”

Type of Internal Floating Roof

Aluminum Honey Comb

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 667).

2. Site

Information

November

29,

2017

Argus

Consulting

and

our

sub‐consultant

(InterSpec,

LLC)

performed

API

653

In‐Service

inspection

Tank

(Facility

667),

located

Indian

Springs

AFB,

NV.

B. TANK INSPECTION COMMENTS

1. Tank

Construction

Tank

(Facility

667)

nominal

30,000

gallon,

18’

diameter

16’

½”

tall,

Jet

aboveground

vertical

storage

tank.

The

original

construction

nameplate

was

not

affixed

the

tank.

The

tank

was

reconstructed

and

upgraded

Weston

Solutions,

Inc.

5/2014.

2. Tank

Foundation

The

tank

rests

concrete

pad.

The

tank

does

not

have

cathodic

protection

system

and

bottom

leak

detection.

The

tank

has

secondary

containment.

The

foundation

was

visually

evaluated

during

the

inspection

for

broken

concrete,

spalling,

cracks,

and

vegetation

against

the

bottom

the

tank.

The

tank

bottom

pad

sealant

was

inspected;

satisfactory

condition.

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

two

(2)

courses.

The

shell

exterior

has

thin

film

epoxy

coating

system.

The

coating

was

inspected

for

disbonding,

adhesion,

deterioration,

and

discoloration;

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

stable

and

does not appear to be in danger of overturning or buckling due to high winds or seismic conditions.

4. Tank Appurtenances

a. Gauging

A	RONAN	ATG	is	installed	for	electronic	gauging.		Manual	sampling	and
gauging	is	afforded	through	a	manual	sample	gauge.	The	mechanical	tape
level	gauge	is	in	satisfactory	condition.

b. Level	Alarms
The	high	and	high‐high	level	alarm	assembly	is	mounted	on	the	exterior
adjacent	to	the	vertical	ladder	for	independent	alarms	with	a	platform	for
access.	The	electronic	gauging	is	equipped	with	high	and	high‐high	level	and
low	and	low‐low	level	alarms.

c. Ladder

and

Platforms

The

tank’s

fixed

roof

accessible

vertical

ladder

mounted

the

shell

the

tank.

d. Grounding

and

Bonding

The

tank

has

grounding

cable

around

the

circumference

the

tank.

The

tank

grounding

cable

exothermically

welded

directly

the

shell

three

locations

and

not

exothermically

welded

the

ground

lug

the

shell.

5. Tank

Coating

The

exterior

coating

epoxy

with

polyurethane

top

coat;

the

exterior

coating

satisfactory

condition.

6. Tank	Piping	System
Fuel	is	received	and	issued	by	trucks.

7. Fire	Protection	System
The	fire	department	provides	fire	protection.

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

has

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.”

The

secondary

containment

berm

wall

has

cutout

for

piping;

thus

does

not

satisfy

NFPA

requirements

for

intermediate

berm

wall

height

least

inches.

Furthermore,

the

secondary

containment

does

not

have

intermediate

berm

walls

between

the

tanks.

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

Berm

Walls

OBSERVATION:

The

secondary

containment

berm

wall

has

cutout

for

piping;

thus

does

not

satisfy

NFPA

requirements

for

intermediate

berm

wall

height

least

inches.

Furthermore,

the

secondary

containment

does

not

have

intermediate

berm

walls

between

the

tanks.

CODE

REFERENCE:

NFPA

Section

22.11.2.6.

RECOMMENDATION:

Design

and

install

intermediate

walls

between

the

tanks

meet

the

requirements

NFPA

30.

b. Secondary

Containment

Liner

OBSERVATION:

The

HDPE

liner

the

secondary

containment

has

three

tears

the

base

the

issue

line

pipe

supports

and

not

able

contain

the

product

until

the

product

cleaned

required

CFR

112.1(b).

CODE

REFERENCE:

CFR

112.1(b).

RECOMMENDATION:

Repair

the

HDPE

tears

the

base

the

issue

line

pipe

supports.

c. API

Scaffold

Supports

OBSERVATION:

The

roof

does

not

have

any

API

scaffold

supports.

CODE

REFERENCE:

UFC

3‐460‐01,

Table

8‐1,

Item

(ff)

and

API

Standard

650,

Section

5.8.8.

RECOMMENDATION: Install two (2) API scaffold supports.

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. Low

Suction

Line

OBSERVATION:

The

tank

not

equipped

with

4‐inch

low

suction

line

accordance

with

78‐24‐27

Drawing

G.05

and

Drawing

D.07

Detail

and

UFC

3‐460‐01

Table

8‐1

Item

(v).

The

low

suction

line

minimizes

the

loss

product

allowing

the

tank

completely

drawn

down

for

maintenance

and

inspections.

CODE

REFERENCE:

78‐24‐27

Drawing

G.05

and

Drawing

D.07

Detail

and

UFC

3‐

460‐01

Table

8‐1

Item

(v).

RECOMMENDATION:

Install

low

suction

line

accordance

with

78‐24‐27

Drawing

G.05

and

Drawing

D.07

Detail

and

UFC

3‐460‐01

Table

8‐1

Item

(v).

b. Issue	Line	Thermal	Relief
OBSERVATION:	The	issue	line	does	not	have	a	thermal	relief	line.
CODE	REFERENCE:	UFC	3‐460‐01,	Section	9‐2.1	(h).
RECOMMENDATION:	Install	a	thermal	relief	line	on	the	receipt	line.

c. ENRAF

ATG

System

OBSERVATION:

The

tank

not

equipped

with

ENRAF

ATG

system

accordance

with

78‐24‐27

Drawing

D.07

Detail

and

the

ATG

policy

per

the

letter

issued

the

Defense

Logistics

Agency.

The

tank

does

have

slotted

stilling

well

accommodate

the

ENRAF

system.

CODE

REFERENCE:

78‐24‐27

Drawing

D.07

Detail

RECOMMENDATION:

Install

automatic

tank

gauge

ENRAF

system

meet

the

ATG

policy

per

the

letter

issued

the

Defense

Logistics

Agency.

d. VITO

Water

and

Temperature

System

OBSERVATION:

The

tank

not

equipped

with

water

probe

stilling

well

(VITO

system)

meet

the

ATG

policy

per

the

letter

issued

the

Defense

Logistics

Agency.

CODE

REFERENCE:

78‐24‐27

Drawing

D.07

Detail

RECOMMENDATION:

Install

automatic

tank

gauge

water

probe

(VITO

system)

and

stilling

well

meet

the

ATG

policy

per

the

letter

issued

the

Defense

Logistics

Agency.

e. Tank

Grounding

OBSERVATION:

The

tank

has

grounding

cable

around

the

circumference

the

tank.

The

tank

grounding

cable

exothermically

welded

directly

the

shell

three

locations

and

not

exothermically

welded

the

ground

lug

the

shell.

CODE

REFERENCE:

78‐24‐27

Drawing

ED.02

Details

and

RECOMMENDATION:

Reconfigure

the

grounding

cables

with

exothermic

weld

connections

ground

lugs

the

shell.

f. Roof

Perimeter

Handrail

OBSERVATION:

The

roof

does

not

have

guardrail

around

the

perimeter

the

roof.

The

roof

umbrella

type

design

with

steep

slope.

Roof

access

safety

hazard

for

routine

inspections

and

maintenance.

Fall

protection

required

accordance

with

OSHA

unless

guardrail

around

the

perimeter

the

roof

installed.

Access

required

the

roof

circulation

vents\inspection

hatches

inspect

the

floating

roof

and

seals

annual

basis.

CODE

REFERENCE:

78‐24‐27

Drawing

D.11

Detail

RECOMMENDATION:

Install

guardrail

around

the

perimeter

the

roof.

g. Facility	Labeling
OBSERVATION:	The	tank	does	not	have	a	facility	label.
CODE	REFERENCE:	UFC‐3‐460‐01	Section	2‐18.
RECOMMENDATION:	Install	a	facility	label	on	the	tank.

A-1 t min t nom t act t prev

D H

H c

G Y

L r

C r

I ut

I v

Y tmin

H DG

Lr tact tmin

Cr Cr tprev tact Y Iut tact tmin Cr

Iv tact tmin

A-2 tprev tact tmin

A-3

Corrosion Rate

A-4

Thickness tmin

A-5

S max

A-6

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

A-7

Fe et

Data Points

A-8

A-9

A-10

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #1 Radius (inches)

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #2 Radius (inches)

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #3 Radius (inches)

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #4 Radius (inches)

A-11

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #5 Radius (inches)

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #6 Radius (inches)

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #7 Radius (inches)

0.0

5.0

10.0

15.0

-3 -2 -1 0 1 2

Vertical Profile #8 Radius (inches)

A-12

Appendix B

Engineering Drawings

1. Shell Layout

2. Fixed Roof Layout

3. Secondary Containment Layout

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:

In di an S pr in gs A

F B

In te rS pe c

N /A

T an k #1 fa ci lit y

7) 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 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

B C D E F

A T

G H

M an ho le

H ig h Le ve l C on tr ol A ss em bl ie s C

H ig h

Le ve l C on tr ol

A ss em bl ie s

Lo w

L ev el C on tr ol A ss em bl ie s E

Lo w L ev el

C on tr ol

A ss em bl ie s

R ec ei pt

L in e G

W at er

D ra w -O ff H

W at er

D ra w -O ff

B-2 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:

In di an S pr in gs A

F B

In te rS pe c

N /A

T an k #1

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 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

O ve rf lo w V en t

I -

4" M an ho le J

Is su e Li ne

B-3 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:

In di an S pr in gs A

F B

In te rS pe c

N /A

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 p la te s.

R A

P H

C A

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

1 2 3 4

V en t B

B la nk

J- V en t

R oo f C irc ul at io n

V en t\I ns pe ct io n

H at ch E

C ap F

B la nk

E le ct ro ni c

Le ve l I nd ic at or H

0" S am pl e G au ge

I -

4" M an ho le J

P /V

V en t K

H at ch

D M

T G

F E

V er tic al

La dd er

B-4

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:

In di an S pr in gs A

F B

, N V

In te rS pe c

N /A

N A

S ec on da ry C on ta in m en t L ay ou t

T an k

#1 (F ac ili ty

T an k #2

T an k #3 an k

#4 (F ac ili ty

P S

P R

T 6"

Is su e

Li ne

6" Is su

L in e

6" R ec ei pt e

4" R ec ei pt ru ck O ffl oa d/ Lo ad

T an k #6

A V

G A

T an k #5

A V

G A

T an k #1

D ie se l

T an k #2

D ie se l

T an k #3

G as ol in e

T an k #4

G as ol in e

3" AVGAS

3" Diesel

3" Gasoline 3" Vapor Recovery

D is pe ns or

1/ 2"

P S

ea r T ea r

T ea r

B-5

Appendix C

Engineering Data

1. Shell Settlement Measurements

2. Shell Plate Thickness Measurements

3. Shell Nozzle, Nozzle Reinforcement, and Insert Measurements

4. Fixed Roof Thickness Measurements

5. Accessway Measurements

C-1

C-2

C-3

C-4

C-5

C-6

C-7

Appendix D

API Standard 653 Checklists for Tank Inspections

1. Tank In-Service Inspection Checklist

D-1

D-2

D-3

D-4

D-5

D-6

D-7

D-8

D-9

Appendix E

Photographs

E-1

E-2

E-3

E-4

E-5

E-6

E-7

E-8

E-9

E-10

E-11

E-12

E-13

File details come from the government source that posted it. Updated Jan 17, 2023.