Sludge Decant Tank

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INDEX

ISSUED FOR 60% DESIGN REVIEW 29-MAY-2015 0 6 /3 0 /2 0 1 3 B P M T T B D T B D CE RT A CERTIFIED V G D V RD DATE 0 5 /0 7 /2 0 1 5 J O /E W O B I-1 0 -0 1 0 5 5 -0 0 0 4 DA T E V RS O P RNS T B T

B SAUDI ARABIAN OIL COMPANY

NORTH TANK FARM AND LOADING ARM FACILITIES

MECHANICAL DATA SHEET

RK M E NG ’G CHA NG E S I NCO RP O RA T E D A S P E R RE V IS E D E T P S CHE M E A ND IS S UE D F O R A P P RO V A L IS S UE D F O R RE V IE W DE S CRI P T IO N B I-1 0 -0 1 0 5 5 -0 0 0 4 DISCIPLINE ENGINEER VITHAL DESHPANDE DA T E :_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DATE OPERATIONS FOR

SLUDGE DECANT TANK

E DS D V E RI F ICA T IO N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CO NT RO L NUM B E R B Y :_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE V . NO . K.PERIASAMY 5 DAT J55 D

MECHANICAL DATA SHEET FOR SLUDGE DECANT TANK DOC.

JAZAN SAUDI ARABIA

SHT. REV. T H IS D R A W IN G A N D T H E I N F O R M A T IO N C O N T A IN E D H E R E IN A R E T H E S O L E P R O P E R T Y O F S A U D I A R A M C O . N O R E P R O D U C T IO N I N F U L L O R I N P A R T S H A L L B E O B T A IN E D F R O M T H IS D O C U M E N T W IT H O U T T H E W R IT T E N C O N S E N T O F I T S O W N E R .

JAZAN REFINERY & MARINE TERMINAL of

PLANT NO.

NORTH TANK FARM AND LOADING ARM FACILITIES

DWG. TYPE JO / EWO: J55-D-0501 & 0505 O F T H IS D R A W IN G I S C O V E R E D , F O R A L L A P P R O V A L /C E R T IF IC A T IO N R E Q U IR E M E N T S ( D C C ) N O . _ _ _ _ _ _ _ _ _ B Y D R A W IN G C O M P L E T IO N C E R T IF IC A T E 1 BI-10-01055-0004 VE-756373

REFERENCE FEED DATA SHEET No. : J55-D-VE-526232 Rev C1

PROJECT ENGINEER B SAPMT-TBD 05/07/2015 05/07/2015 DATE DATE DATE 05/07/2015 RE V IS IO N CE RT IF ICAT E T H IS I N D IC A T E S T H A T R E V . N O _ _ _ _ B _ _ _ _ R MATLANI CONSTRUCTION AGENCY B B B B0

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Saudi Aramco SDS-ME-09528 (05/2005)

Date:

1. PURCHASER/AGENT ADDRESS

CITY STATE ZIP CODE PHONE

2. USER

3. ERECTION SITE: NAME OF PLANT LOCATION

4. TANK NO. J55-D-0501 / 0505 (NOTE- 1.5) MAX. CAPACITY m3

NET WORKING CAP. m3

5. PUMPING RATE: IN m3/HR. OUT m3/HR.

6. MAXIMUM OPERATING TEMPERATURE oC

7. PRODUCT STORED AT oC

o_C

VAPOR PRESSURE mm WATER

8. CORROSION ALLOWANCE: SHELL mm ROOF mm

BOTTOM mm STRUCTURAL (ROOF) mm

9. SHELL DESIGN: (NOTE- 1.11) n BASIC STANDARD API 650 o APPENDIX A o APPENDIX F o APPENDIX M DESIGN PRESSURE bar g

10. ROOF DESIGN: n BASIC STANDARD API 650 o APPENDIX C (EXTERNAL FLOATING) o APPENDIX G (ALUMINUM DOME) o APPENDIX H (INTERNAL FLOATING)

FRANGIBLE ROOF JOINT ? o YES o NO

11. ROOF DESIGN INFORMATION:

UNIFORM LIVE LOAD N/m2

SPECIAL LOADS (PROVIDE SKETCH) N/m2

INSULATION LOAD N/m2

MAXIMUM DESIGN ROOF TEMPERATURE oC

GASES IN THE VAPOR SPACE

12. EARTHQUAKE DESIGN n YES o NO (APPENDIX E) ROOF TIE RODS o YES n NO

SEISMIC ZONE IMPORTANCE FACTOR

ZONE FACTOR (TABLE E-2) SITE COEFFICIENT (TABLE E-3) (NOTE- 1.1)

13. WIND LOAD: VELOCITY m/sec

PROVIDE INTERMEDIATE GIRDER (5.9.7) (*) o YES o NO 14. ENVIRONMENTAL EFFECTS: MAXIMUM RAINFALL mm / day

TOTAL SNOW ACCUMULATION mm

15. SIZE RESTRICTIONS: MAXIMUM DIAMETER m. MAXIMUM HEIGHT m.

16. FOUNDATION TYPE: (NOTE- 1.12) o EARTH o CONCRETE RINGWALL n OTHER

ENGINEERING NOTES:

1.2 MINIMUM DESIGN METAL TEMPERATURE IS 16˚C.

1.3 WIND DESIGN PER ASCE 7-05, EXPOSURE CATEGORY = C, IMPORTANCE FACTOR 1.15. 1.4 NET WORKING CAPACITY BASED ON 5 DAYS AVERAGE EFLUENT SLUDGE BETWEEN LLL & HLL. 1.5 SIZE BASED ON 2 x 100% TANKS.

1.6 SI UNITS SHALL BE FOLLOWED

1.7 SHELL COURSE SHALL BE FLUSH STACKED ON THE INSIDE. 1.8 DESIGN LIFE OF THE EQUIPMENT SHALL BE 25 YEARS. 1.9 MINIMUM SHELL COURSE WIDTH SHALL BE 1800 MM

1.10 ALL WETTED C.S. INTERNAL SURFACES SHALL HAVE 3.2 MM CORROSION ALLOWANCE.

1.11 SHELL / ROOF DESIGN SHALL BE IN ACCORDANCE WITH API 650 APPENDIX-J & 32-SAMSS-030. SHELL TO BOTTOM CONE JOINT, CONE THICKNESS CALCULATIONS AND SUPPORTING ARRANGEMENT SHALL BE IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE. CONTD….

CHA NG E S I NCO RP O RA T E D A S P E R RE V IS E D E T P S CHE M E A ND IS S UE D F O R A P P RO V A L 0 5 /0 7 /2 0 1 5 B DAT E

JAZAN, SAUDI ARABIA

RE

V

.NO

05/07/2015

GENERAL INFORMATION (TO BE COMPLETED BY PURCHASER) SAUDI ARAMCO R E V IS IO N D E S C R IP TI O N T HI S RE V IS IO N IS NO T BE US E D F O R CO NS T RUCT IO N UNT IL CE RT IF IE D AND DAT E D J O B O RDE R/ E W O NO . JAZAN 0 5 /0 7 /2 0 1 5 45.83 (NOTE- 1.3) 133 (NOTE 1.14) 90 N/A 5.0 OILY SLUDGE

DESIGN METAL TEMPERATURE

BI -1 0 -0 1 0 5 5 -0 0 0 4 0 5 /0 7 /2 0 1 5 0 5 /0 7 /2 0 1 5 (NOTE- 1.1) NA S A P M T -T B D T B D 0.01/-0.0025

SAUDI ARAMCO STORAGE TANK DATASHEET (API 650 STORAGE TANK) (NOTE- 1.6)

60 88 (NOTE- 1.2) 2039.4 50 O T HE R BY /DAT E O P E RA T IO NS /DA T E C O N S T . A G E N C Y /D A T E RE V IE W F O R KE Y DRAW ING S o RE Q UI RE D ( S AUDI ARAM CO ) T HI S RE V IS IO N NO . B I S CO V E RE D F O R AL L AP P RO V AL AND CE RT IF ICAT IO N RE Q UI RE M E NT S , P E R S AE P -3 3 4 , UNDE R DRAW ING CO M P L E T IO N CE RT IF ICAT E NO . DE S IG N CE RT IF ICAT IO N ( DE S IG N AG E NCY ) RE V IS IO N V AL IDAT IO N CE RT IF IE D/ DA T E E NG G ./ DA T E SAUDI ARABIA

JAZAN REFINERY & MARINE TERMINAL J55

3.2 BI-10-01055-0004 DRAWING NO. JAZAN D JO / EWO: SHT. NO.

1.1 SHORT PERIOD ACCELERATION (Ss)= 43.5%g, 1SEC. ACCELERATION (S1)= 12.4%g SUG III PER API 650 & SITE CLASS D, IN ACCORDANCE WITH SAES-A-112.

7.0

MECHANICAL DATA SHEET FOR SLUDGE DECANT TANK

DAT INDEX DWG. TYPE VE-756373 REV. NO. PLANT NO. 1.5 (NOTE- 1.1) NA NA NA NA 3.2 NA NA 22 T HI S DRA W ING A ND T HE I NF O RM A T IO N CO NT A IN HE RE IN A RE T HE S O L E P RO P E RT Y O F S A UDI A RA M CO . NO RE P RO DUCT IO N IN F UL L O R IN P A RT S HA L L B E O B T A INE D F RO M T HI S DO CUM E NT W IT HO UT T HE W RI T T E N CO NS E NT O F I T S O W NE R. B 2 of 5

DESIGN SPECIFIC GRAVITY 1.1 118 (NOTE- 1.4)

SAUDI ARAMCO

22

3.2

JAZAN REFINERY & MARINE TERMINAL PROJECT

B B B B B B B B B B B Occ. Cat.IV 0.03 / -0.005 5608.44 B0

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Date:

1. MANUFACTURER ADDRESS

SERIAL NO. 2. FABRICATOR ADDRESS

SERIAL NO.

3. MATERIAL SPECIFICATIONS: SHELL (ALSO REFER SHEET-5 OF 5) ROOF

BOTTOM STRUCTURAL 4. NO. OF SHELL COURSES BY TANK MANUFACTURER

5. PLATE WIDTHS AND THICKNESS (INCLUDING CORROSION ALLOWANCE), IN MM.

1. 4. 7.

2. 5. 8.

3. 6. 9.

6. TANK BOTTOM: PLATE THICKNESS mm o LAP n BUTT SEAMS (*)

SLOPE n TO o FROM CENTER

7. MINIMUM WIDTH AND THICKNESS OF BOTTOM ANNULAR PLATES (5.5), IN mm.: 8. ROOF-TO-SHELL DETAIL (FIGURE F-2)

9. INTERMEDIATE WIND GIRDER? o YES n NO (*) TOP WIND GIRDER FOR USE AS WALKWAY? n YES o NO (*) 10. ROOF TYPE: o SUPPORTED n SELF-SUPPORTED o OPEN o FLOATING

SLOPE OR RADIUS mm (CONE ROOF)

11. ROOF PLATE: THICKNESS mm o LAP o BUTT JOINT

12. PAINT: (NOTE-15) REFER SHT. 5 OF 5

SHELL EXTERIOR? n YES o NO INTERIOR? n YES o NO SURFACE PREPARATION

BOTTOM UNDERSIDE? n YES o NO INTERIOR? n YES o NO SURFACE PREPARATION

STRUCTURAL STEEL EXTERIOR? n YES o NO INTERIOR? n YES o NO SPECIFICATION

13. TANK BOTTOM COATING: INTERIOR? n YES o NO MATERIAL APPLICATION SPECIFICATION

14. INSPECTION BY: SHOP FIELD

15. WELD EXAMINATION: RADIOGRAPH

SUPPLEMENTARY LIQUID PENETRANT OR ULTRASONIC

16. FILMS PROPERTY OF

17. LEAK TESTING: BOTTOM ROOF

SHELL

18. MILL TEST REPORTS: REQUIRED? n YES o NO

PLATE STRUCTURAL SHAPES

19. PURCHASER REFERENCE DRAWING

20. TANK SIZE: DIAMETER m HEIGHT m

21. DATE OF STANDARD 650 EDITION/REVISION

ENGINEERING NOTES : CONTD FROM SHEET 2 of 5 ( * )TO BE CONFIRMED BY TANK MANUFACTURER.

1.12 TANK SHALL BE SUPPLIED WITH SUPPORT LUGS/RINGS (REQUIRED PER DESIGN CALCULATION) FOR SUPPORTING ON CIVIL FOUNDATION. 1.13 TANK MOUNTING STRUCTURE INCLUDING SUPPORTING LEGS & MOUNTING BOLTS SHALL BE SUPPLIED BY OTHERS, HOWEVER

TANK MANUFACTURER TO PROVIDE THE LOADINGS AND DETAILS FOR CIVIL FOUNDATION DESIGN. 1.14 MAX CAPACITY IS BETWEEN BOTTOM TAN TO HHLL.

T H IS R E V IS IO N N O . B I S C O V E R E D F O R A L L A P P R O V A L A N D C E R T IF IC A T IO N R E Q U IR E M E N T S , P E R S A E P -3 3 4 , U N D E R D R A W IN G C O M P L E T IO N C E R T IF IC A T E N O . D E S IG N C E R T IF IC A T IO N ( D E S IG N A G E N C Y ) (*) *

REFER PROJECT SPEC.J60-A-VE-755085 / 755086 & SAES-H-001

NA 5.0 7.0 C E R T IF IE D /D A T E E N G G ./ D A T E 0 5 /0 7 /2 0 1 5 0 5 /0 7 /2 0 1 5

11th EDITION 2007 + ADDENDUM 3 & ERRATA OCT 2011 (Note 1.11) AS PER 32-SAMSS-030 S A P M T -T B D C O N S T. A G E N C Y /D A TE T B D * J O B O R D E R /E W O N O . B I-1 0 -0 1 0 5 5 -0 0 0 4 O T H E R D A T E R E V .N O 0 5 /0 7 /2 0 1 5 O P E R A T IO N S /D A T E R E V IS IO N D E S C R IP TI O N T H IS R E V IS IO N I S N O T B E U S E D F O R C O N S T R U C T IO N U N T IL C E R T IF IE D A N D D A T E D B Y /D A T E C H A N G E S A S P E R R E V IS E D E T P S C H E M E IN C O R P O R A T E D A N D R E -I S S U E D F O R A P P R O V A L 0 5 /0 7 /2 0 1 5 B * NA

AS PER API 650 AND 32-SAMSS-030/ (*) FOR BOTTOM & SAES-W-017

R E V IE W F O R K E Y D R A W IN G S o R E Q U IR E D (S A U D I A R A M C O ) R E V IS IO N V A L ID A T IO N REFER SHEET 5 OF 5 * * * * * * * * *

A36/EQ. AS PER API 650

SAUDI ARAMCO

*

CONSTRUCTION DETAILS (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER)

*

A36/EQ. AS PER API 650 *

*

SHT. NO. REV. NO. DWG. TYPE JO / EWO: INDEX J55 JAZAN REFINERY & MARINE TERMINAL

NORTH TANK FARM AND LOADING ARM FACILITIES DAT

DRAWING NO.

MECHANICAL DATA SHEET FOR SLUDGE DECANT TANK PLANT NO.

JAZAN SAUDI ARABIA

D * SEE SHEET 5 OF 5 N/A T H IS D R A W IN G A N D T H E I N F O R M A T IO N C O N T A IN H E R E IN A R E T H E S O L E P R O P E R T Y O F S A U D I A R A M C O . N O R E P R O D U C T IO N I N F U L L O R I N P A R T S H A L L B E O B T A IN E D F R O M T H IS D O C U M E N T W IT H O U T T H E W R IT T E N C O N S E N T O F I T S O W N E R . VE-756373 3 of 5 B BI-10-01055-0004 05/07/2015

*

REFER PROJECT SPEC.J60-A-VE-755085 / 755086 & SAES-H-001

REFER PROJECT SPEC.J60-A-VE-755086 & SAES-H-001

COMPANY COMPANY / CONTRACTOR COMPANY / CONTRACTOR

* * * * * * * B B B0

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Saudi Aramco SDS-ME-09528 (05/2005)

Date:

1. STAIRWAY STYLE: n CIRCULAR o STRAIGHT ANGLE TO HORIZONTAL DEGREES

NOTE - 9,11 LADDER

2. WALKWAY: WIDTH mm LENGTH mm

3. DRAWOFF SUMP: STANDARD SPECIAL

4. BOLTED DOOR SHEET? o YES o NO (APPENDIX A TANKS ONLY) 5. SCAFFOLD HITCH

6. INTERNAL PIPING: SWING LINE SUCTION LINE

HEATING COIL SURFACE AREA mm2

7. ROOF DRAIN: HOSE JOINTED

SIPHON 8. NO. AND SIZE OF SHELL MANHOLES

9. NO. AND SIZE OF ROOF MANHOLES

10. SHELL NOZZLES AS PER API: (*)

11. ROOF NOZZLES, INCLUDING VENTING CONNECTION (SEE FIGURES 5-19 AND TABLE 5-14a ):

(*) TO BE CONFIRMED BY TANK MANUFACTURER. DBL SGL R E V IS ION D E S C R IP T ION B I-1 0 -0 1 0 5 5 -0 0 0 4 0 5 /0 7 /2 0 1 5 D A T E R E V .N O O T H E R B Y /D A T E J O B O R D E R /E W O N O . _NA

APPURTENANCES (TO BE COMPLETED BY MANUFACTURER AND/OR PURCHASER)

*

MARK SIZE FLANGED

T H IS R E V IS IO N I S N O T B E U S E D F O R C O N S T R U C T IO N U N T IL C E R T IF IE D A N D D A T E D BOTTOM ORIENTATION HEIGHT FROM

SERVICE R E V IE W F O R K E Y D R A W IN G S o R E Q U IR E D (S A U D I A R A M C O ) O P E R A T IO N S /D A T E E N = 0 A B C E N G G ./ D A T E C E R T IF IE D /D A T E 0 5 /0 7 /2 0 1 5 0 5 /0 7 /2 0 1 5 MARK SIZE NA NA NA SEE SHEET 5 OF 5 NA NA

SEE SHEET 5 OF5 * JAZAN B JO / EWO: VE-756373 J55

INDEX REV. NO.

4 of

5

BI-10-01055-0004

D PLANT NO. DWG. TYPE

REMARK- 1 : TANK MANUFACTURER SHALL ENSURE THAT STRESSES AT TANK NOZZLES DUE TO PIPING LOADS AS PER PROJECT SPECIFIACTION ARE WITHIN ALLOWABLE LIMITS.

REMARK-2 : TANK MANUFACTURER SHALL CONSIDER HIGHER ALLOWABLE NOZZLE LOADS AS PER CLAUSE No. 6.3 OF THE SPEC. J95-A-VE-758384

DAT

DRAWING NO.

MECHANICAL DATA SHEET FOR SLUDGE DECANT TANK SHT. NO.

SERVICE ORIENTATION

N = 0

DISTANCE FROM CENTER SEE SHEET 5 OF5

FLANGED THREADED SPL THREADED D T H IS R E V IS IO N N O . B IS C O V E R E D F O R A L L A P P R O V A L A N D C E R T IF IC A T IO N R E Q U IR E M E N T S , P E R S A E P -3 3 4 , U N D E R D R A W IN G C O M P L E T IO N C E R T IF IC A T E N O . D E S IG N C E R T IF IC A T IO N ( D E S IG N A G E N C Y ) R E V IS IO N V A L ID A T IO N C O N S T . A G E N C Y /D A T E

JAZAN REFINERY & MARINE TERMINAL

C H A N G E S A S P E R R E V IS E D E T P S C H E M E IN C O R P O R A T E D A N D R E -I S S U E D F O R A P P R O V A L 0 5 /0 7 /2 0 1 5 B 05/07/2015 T H IS D R A W IN G A N D T H E I N F O R M A T IO N C O N T A IN H E R E IN A R E T H E S O L E P R O P E R T Y O F S A U D I A R A M C O . N O R E P R O D U C T IO N I N F U L L O R I N P A R T S H A L L B E O B T A IN E D F R O M T H IS D O C U M E N T W IT H O U T T H E W R IT T E N C O N S E N T O F I T S O W N E R . SAUDI ARAMCO SAUDI ARABIA REINFORCEMENT B0

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SET PRESSURE OF PVRV (Bar g) = 0.022 / -0.002 QTY ORDER No.

SET PRESSURE OF EMERGENCY HATCH (Bar g) =NOTE 17 2 1. SERVICE

2. CAPACITY: MAXIMUM 133 m³ NET WORKING

TANK MANUFACTURER SHALL MARK EACH UNIT WITH ORDER NO. AND ITEM No.

SPECIFICATIONS AND STANDARDS:

32-SAMSS-030 MANUFACTURE OF SMALL ATMOSPHERIC METALLIC TANKS

SAES-A-112 METEOROLOGICAL AND SEISMIC DESIGN DATA

PIPE INTERNALS WITH ITS SUPPORTS SAES-B-054 ACCESS, EGRESS AND MATERIALS HANDLING FOR

PLANT FACILITIES

SAES-H-001 COATING MATERIAL SELECTION AND APPLICATION

REQUIREMENTS FOR INDUSTRY PLANTS & EQUIPMENT

SAES-J-300 LEVEL

SAES-M-001 STRUCTURAL DESIGN CRITERIA FOR NON-BUILDING

STRUCTURES

SHELL APPURTENANCES AND ACCESSORIES SAES-X-500 CATHODIC PROTECTION OF VESSELS AND TANK INTERNALS

WELDED SHELL NOZZLE SAES-W-017 WELDING REQUIREMENTS FOR API TANKS

TOP CURB ANGLE SAES-P-111 GROUNDING

WIND GIRDER WITH HANDRAIL AND STIFFENERS SAES-D-109 DESIGN OF SMALL METALLIC STORAGE TANKS

ELECTRICAL CABLE SUPPORTS SAES-L-109 SELECTION OF FLANGES, STUD BOLTS AND GASKETS

SUPPORT LEGS AND BOTTOM CONE STIFFENERS ( For Piping Reference Only)

LIFTING ARRANGEMENT

SPIRAL STAIRWAY WITH MID & TOP LANDING PLATFORMS SAUDI ARAMCO STANDARD DRAWINGS:

AA-036322-001 ANCHOR BOLT DETAILS (INCH AND METRIC)

AB-036387-001 TANKS GROUNDING

DC-950014-001 BEVELING DETAILS FOR API 650 TANKS

DC-950102-001 STANDARD DETAILS OF CIRCUMFERENTIAL STAIRWAY FOR

CONE ROOF TANKS

DD-950005-001 VORTEX BREAKER DETAIL.

AC-036630-001 INSTALLATION OF JACK SCREWS FOR FLANGED JOINTS

AD-036061-001 ROOF CENTER VENTS

AA-036504-001 ASSEMBLY & DETAILS OF GAGE WELL AND GUIDE POLE

FOR FLOATING ROOF TANKS

AB-036003-001 MANWAYS AND VENTS FOR TANKS

PROJECT SPECIFICATIONS:

J95-A-VE-758384 SPECIFICATION FOR ALLOWABLE NOZZLE LOADS.

J60-A-VE-755085 SPECIFICATION FOR EXTERNAL PAINTING

J60-A-VE-755086 SPECIFICATION FOR INTERNAL LINING

HOLD(S):

1. SIZE UNDER HOLD

2. INSTRUMENT NOZZLE SIZES & ORIETATIONS OF ALL NOZZLES ARE UNDER HOLD. 3. DELETED

4. DELETED

5. EXTERNAL CATHODIC PROTECTION. 6. TANK LEVELS ARE UNDER HOLD.

ENGINEERING NOTES:

QTY : 2 1. ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED.

2. TANK SHALL BE PROVIDED WITH FOLLOWING INTERNALS AS A MINIMUM: - VORTEX BREAKER.

- DIP PIPES.

- INTERNAL PIPES FOR LEVEL GAUGES AND TEMPERATURE SENSOR. 3. THE FOLLOWING EXTERNAL ITEMS SHALL BE PROVIDED AS A MINIMUM:

- GROUNDING LUGS 4-OFF MINIMUM. - NAMEPLATE AND ITS BRACKET.

- PIPE SUPPORTS, CLIPS, LADDERS, PLATFORMS AND SPIRAL STAIRWAYS. - BLIND FLANGE, GASKET, BOLTING AND DAVITS FOR MANWAYS.

- RADAR GAUGE ASSEMBLY.

4. APPURTENANCES ARE PRELIMINARY AND SHALL BE CONFIRMED BY TANK MANUFACTURER.

5. MOUNTING BOLTS SHALL BE DESIGNED BY TANK MANUFACTURER BASED ON AA-036322-001 AND SUPPLIED BY OTHERS.

6. ALL REMOVABLE INTERNALS SHALL PASS THROUGH MANWAY INTERNAL DIAMETER. 7. CONNECTION TYPE, SIZE AND QTY TO BE CONFIRMED BY TANK MANUFACTURER.

8. GAUGE HATCH SHALL BE PROVIDED WITH NON -SPARKING COVER. REQUISITION NO:

9. ALL LADDERS AND WALKWAYS SHALL BE ACCORDING TO SAES-B-54 & SAES-M-001 VENDOR:

10. EMERGENCY HATCH SHALL BE DESIGNED AS PER API-2000 FIRE CASE FLOW REQUIREMENT AND FOR INSIGNIFICANT BACK PRESSURE (AS PER API 650 DESIGN PRESSURE)

11. TANK SHALL BE SUPPLIED WITH A SUITABLE VERTICAL LADDER AND FULL TOP PLATFORM & RAILINGS AROUND PERIPHERY TO ACESS MANHOLE AND GAUGE HATCH.

12. LONGITUDINAL WELDS OF NOZZLES AND MANWAY NECK FABRICATED FROM PLATE SHALL BE FULLY RADIOGRAPHED.

13. ALL FASTENERS SHALL BE COATED WITH FLUOROPOLYMER AS PER 7.1 G OF SAES-H-001 14. INSPECTION AND TESTING REQUIREMENT AS PER FORM-175-324900 & API-650

15. IF SP. GRAVITY OF HYDROTEST WATER IS MORE THAN 1.0, SAME SHALL BE SPECIFIED IN GA DRAWING AS DESIGN CONDITION BY TANK MANUFACTURER (COMPLYING TO CL.8.4.4.OF SAES-D-100)

TEST HEIGHT MAY BE LOWERED TO LIMIT THE INDUCED STRESSES WITHIN APPLICABLE API CODE ALLOWABLE STRESSES

16 PAINTING AND COATING SHALL BE AS PER CORROSIVE INDUSTRIAL ATMOSPHERIC EXPOSURE. 17 TANK MANUFACTURER SHALL DETERMINE THE ALLOWABLE INTERNAL PRESSURE LIMIT IN

ACCORDANCE WITH CLAUSE 5.8.5.3 OF API 650 AND SPECIFY THE SET PRESSURE OF

FOR THE MINIMUM ELEVATIONS REQUIRED REFER TO THE P&ID NOS: J55-A-VA-755599-010 & 019. EMERGENCY HATCH.

18 N7 NOZZLE SHALL BE LOCATED AT 6.5 METER FROM THE BOTTOM TANGENT LINE.

(*) TO BE FILLED BY TANK MANUFACTURER 19 SPRAY NOZZLES( 3 Nos) TO BE LOCATED @120o APART AND AT AN ANGLE IN SUCH A WAY THAT

** NOZZLE PROJECTIONS SHALL BE AS PER API 650, THE SHELL NOZZLE PROJECTION SHALL BE WATER JET IS DIRECTED TOWARDS THE SLUDGE OUTLET LINE( N16).

MEASURED FROM THE TANK CENTER LINE UP TO THE FACE OF THE FLANGE. 20 TANK SHALL BE PROVIDED WITH STEAM HEATING COIL IN THE CONICAL PORTION TO MAINTAIN

*** SHELL NOZZLE ELEVATIONS ARE UNDER HOLD. TANK TEMPERATURE AT 60'C

$ NOZZLE ELEVATIONS & ORIENTATIONS SHALL BE AS PER DRAWING No.:

REFERENCE P&ID No.: J55-A-VA-755599-010,019

DELETED 8

WITH COVER & DAVIT *** ** 1 API 650 24" MH-3 MANWAY (SHELL) 23

MH 1 24'' API 650 1 ** $ WITH COVER & HINGE

22 DELETED

21 MANWAY (ROOF)

WITH STILL WELL

20 PRESSURE TRANSMITTER K4 2" 150# SORF 1 ** $

N22 2" 150# SORF 1 ** $

LP STEAM IN

1 ** $

N20 A/B/C 3/4" 150# SORF 3 ** $ NOTE-19

16 LP STEAM CONDENSATE OUT N21 2" 150# SORF 1 ** $

15 RAW WATER N18 150# SORF 1 ** *** NOTE-7&10 14 PVRV N19 150# SORF 1 ** *** NOTE-7 13 EMERGENCY HATCH N16 6" 150# SORF 1 ** *** 12 DELETED

11 OWS DRAIN / VACUUM OUT(SLUDGE OUT)

10 GAUGE HATCH N12 8" 150# SORF 1 ** $ NOTE 7-8

DELETED 9

NOTE-18

N6 2" 300# SORF 1 ** ***

7 OILY WATER OUTLET N7 6" 150# SORF 1 ** ***

150# SORF 1 ** ***

5 NITROGEN BLANKETING N5 4" 150# SORF 1 ** $

WITH STILL WELL

18

MARK NO. SIZE

(NB) ASME B16.5 / B16.47 SR.A QTY PROJECTION (*) ELEVATION (*) REMARKS N1 6" 150# SORF 1 ** *** N2 6" 150# SORF 1 ** ***

VAPOUR TIGHT GAUGE HATCH 16

17

20

21 LIQUID LEVEL INDICATOR

DESIGN AND CONSTRUCTION NOTES

OILY SLUDGE

118 m³ OUT = 22 m³/hr

3. MAX. PUMPING RATE - IN = 22 m³/hr

9 BOTTOM APPURTENANCES 5 6 NO. 3 1 4 2 5 OF 5 J55 INDEX SAUDI ARABIA JAZAN D VE-756373 B SHT. NO REV NO. DRAWING NUMBER BY/DATE OPERATION/DATE CERTIFIED BY/DATE TBD

REQUIRED (SAUDI ARAMCO) DESIGN CERTIFICATION

(DESIGN AGENCY) GAUGE WELL

SLUDGE DECANT TANK

(J55-D-0501 /0505)

JAZAN REFINERY & MARINE TERMINAL

BI-10-01055-0004

PLANT NO.

CHANGES INCORPORATED AS PER

REVISED ETP SCHEME AND ISSUED FOR APPROVAL

DRAWING TYPE DAT

REVISION DESCRIPTION DATE

REV. NO. ENG’G

05/07/2015

MECHANICAL DATA SHEET FOR SLUDGE DECANT TANK JOB ORDER / EWO

NO.:

SAUDI ARABIAN OIL COMPANY

NORTH TANK FARM AND LOADING ARM FACILITIES B

CONST. AGENCY/DATE

THIS REVISION NO. B IS COVERED, FOR ALL APPROVAL AND CERTIFICATION REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATION NO:

REVISION VALIDATION

TBD

THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL CERTIFIED AND DATED RKM

OTHER REVIEW FOR KEY DRAWINGS

ENGG./DATE 10 11 7 8 AND RAILINGS

WELDED INTERNALS AS SHOWN IN THE SKETCH

BY VENDOR / LSTK CONTRACTOR

ROOF WITH SUPPORTS

SLUDGE DECANT TANK

BOTTOM CONE

SHELL PLATES COURSES #1 #2 #3

DESCRIPTION

BEVELING IN ACCORDANCE WITH DC-950014

18 LEVEL TRANSMITTER K1 4" 150# SORF 1 ** $

19 INTERFACE LEVEL TRANSMITTER K3 4" 150# SORF

25

24 DELETED

SR.

NO. NOZZLE

2 DIRTY BACKWASH INLET

4 OVERFLOW

6 TEMPERATURE SENSOR

1 SLUDGE INLET

3 UTILITY CONNECTION

17

SPIRAL WOUND GRAPHITE FILLED SS 316 WINDING WITH SS 316 INNER RING & CS OUTER RING

ATTACHMENTS(INT/EXT) PLATFORM/STAIRWAY GASKET (ASME NOZZLES)

GASKET (API NOZZLES) CNAF

WITH DIP PIPE HOLD - 1

LOCATE BELOW LLLL

N3 3" 150# SORF 1 ** ***

N4 6"

MATERIAL SPECIFICATION ( TANK MANUFACTURER TO CONFIRM)

A 106 Gr. B/ A 36 A 193 Gr. B8 , A 194 Gr. 8 / A 193 Gr.B7,A 194 Gr.2H A 105/ A 36 SAME AS SHELL/ROOF A 106 Gr.B NOZZLE NECK BOLTING (INT/EXT)

NOZZLE FLANGES (ASME/API) R.F.PAD

INTERNAL PIPES

FITTINGS A 234 WPB

A 36/ A 36 A 36/ A 36

ROOF APPURTENANCES AND ACCESSORIES

19 13

14 15

ROOF HANDRAILS ALL AROUND ROOF NIPPLE/ NOZZLE

WELDED ROOF MANWAY EMERGENCY VENT

12

WELDED ROOF MANWAY

B

40mm thick PP insulation 40mm thick PP insulation

Sludge Properties & Steam Data for Heating coil Design

TEMPERATURE SENSOR N8 2" 300# SORF 1

SYPHON BREAKER

NOTE 7

21

WITH DIP PPE

10" 10" 10" 4200(HOLD 3 ) +ONE SPARE PVRV ₊₁ LOCATION OF N7 HOLD4 HOLD B0