scan update segment 7867 row ocs-g08815 united states ... · structural analysis computer system...
TRANSCRIPT
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SCAN UPDATE SEGMENT 7867 ROW OCS-G08815
United States Department of the Interior BUREAU OF SAFETY AND ENVIRONMENTAL ENFORCEMENT
GuIfofMexico OCS Region 1201 Elmwood Park Boulevard
New Orleans, Louisiana 70123-2394
In Reply Refer To: GE 1035A
Ms. Denise McGuire Shell Pipeline Company LP P. O. BOX 2648 Houston, TX 77252-2648
Dear Ms. McGuire:
July 9, 2019
Reference is made to Shell Pipeline Company, LP's (Shell Pipeline) application dated July 14, 2019, [eSubmittal ID 14359809] to modify Right-of-way Accessory Platform A-Valve in Ship Shoal Area Block 241 (Complex ID 21435] associated with Pipeline Segment No. 7867and Right-of-way No. OCS-G08515. Specifically, Shell Pipeline requests to perform the following activities:
1. Remove gas engine generators from the platform (2 Units) 2. Install 200 kW diesel engine generators on the platform (2 units) 3. Install temporary diesel storage tank (1 unit of 2300 gallons) 4. Install a diesel compressor package (185 cfm) 5. Remove temporary diesel engine generators from the platform (2 units - one for Shell and the
other belonging to NOV) 6. Install permanent process piping from Tote tank through the filter pot (new installation) and
the diesel storage tank to the new diesel generators 7. Install wiring, cable tray and junction boxes needed to suppoit the electrical installation
The pipeline is described as below: Segment Size Length Service Origin Destination
No. (inches) (feet) 7867 16 186,900 Oil Platform A Platform A-Valve
Green Canyon Ship Shoal Block 19 Block 241
Assigned Right-of-way Number: OCS-G08515
Pursuant to 30 CFR 250.1000(b), your application is hereby approved.
Please call Mr. Bimal K. Shrestha at (504) 736-2548 or Ms. Angie Gobert at (504) 736-2876, should you have any question.
Digitally signed by BIMAL SHRESTHA
Sincerely,
BIMAL C U D C C T U A Date: 2019.07.09
ormco i n n 1 5 . 0 8 : 3 7 . 0 5 . 0 0 . For: Bryan A. Domangue
Acting Regional Supervisor Regional Field Operations
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bcc: 1502-01 SegmentNo. 7867, ROW OCS-G08515 (GE 1035A) 1502-01 ROW OCS-G08515 (Scanning) (GE 274E)
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Shell Pipeline Company LP P.O. Box 2648 Houston. Texas 77252-2648 832-762-2487 [email protected]
June 14, 2019
Ms. Angie Gobert, GE1035A
Regional Supervisor, Field Operations
Bureau of Safety and Environmental Enforcement
Gulf of Mexico OCS Region
1201 Elmwood Park Boulevard
New Orleans, LA 70123-2394
R E : O F F S H O R E LOUISIANA SHIP SHOAL 241A PLATFORM, (SS241A, OCS-G08515) RIGHT-OF-WAY MODIFICATION. SEGMENT 7867. OCS-G08515 F A C I L I T I E S MODIFICATION - SS241A
Dear Angie:
In accordance with the provisions contained in Tide 30 CFR 250.900, Shell Pipeline Company LP ("SPLC") hereby submits this application for the modification of existing Platform SS241 A, Complex ID 21435). This modification provides for the replacement of two existing natural gas engine driven power generators with diesel driven generators.
Ship Shoal 241 currently has two (2) 200kW natural gas engine driven power generators on the facility to provide power to the entire facility. Due to production decline of the natural gas supply to the platform, the 2" gas supply line to these generators was recendy de-activated and the platform has relied on two (2) temporary 150 kW diesel driven generators instead. Currendy, there is an ongoing project to install new Aviation Equipment (FAA) on the platform. This new additional equipment would potentially increase the power demand on the platform. The natural gas driven generators will be replaced with permanent diesel driven generators to support the continuous operations of the platform.
1. Remove gas engine generators from the platform (2 Units) 2. Install 200 kW diesel engine generators on the platform (2 units) 3. Install temporary diesel storage tank (1 unit of 2300 gallons) 4. Install a diesel compressor package (185 cfm) 5. Remove temporary diesel engine generators from the platform (2 units - one for Shell and
the other belonging to NOV) 6. Install permanent process piping from Tote tank through the filter pot (new installation) and
the diesel storage tank to the ncw diesel generators
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Bureau of Safety and Environmental Enforcement Ship Shoal 241 A ROW Modification June 14, 2019
Page Two
7. Install wiring, cable tray and junction boxes needed to support the electrical installation
The proposed work is in progress and commissioning is planned on or before July 6, 2019.
In support o f this request, the following information is being submitted:
1. Pay.gov in the amount of $4169
2. Deck Extension Structural Report 3. System Details 4. Framing Plan 5. Safety Analysis Function Evaluation Charts Sheets 1-6
I f you need additional information, please contact the undersigned or Suzy Younger at 713-208-5588 or [email protected].
Sincerely,
4 Denise McGuire Attorney-in-Fact SheU Pipeline Company LP, By its General Partner SheU Pipeline GP LLC
Attachments
cc: SheU PipeUne Company LP Todd Crisp, FacUity Engineer Rahul Shridhar, Sr. Facility Engineer Nick Stone, Operations Supervisor Kay ode Olaniyi, Sr. Project Manager Surya Mangipudi, Engineer Jason DoUar, Technical Consultant - Offshore
Bureau of Safety and Environmental Enforcement Amy PeUegrin, Houma District
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From: [email protected] Subject: Pay.gov Payment Confirmation: BSEE Pipeline ROW Modification Application - BY
Date: June 14, 2019 at 8:31 AM To: [email protected]
O An official email of the United States government
Pay.gov Your payment has been submitted to Pay.gov and the details are below. If you have any questions regarding this payment, please contact Brenda Dickerson at (703) 787-1617 or [email protected].
Application Name: BSEE Pipeline ROW Modification Application - BY Pay.gov Tracking ID: 26I4NVP2 Agency Tracking ID: 75771080542 Transaction Type: Sale Transaction Date: 06/14/2019 09:30:41 AM EDT Account Holder Name: Karen D McGuire Transaction Amount: $4,169.00 Card Type: Visa Card Number: — — 7 1 7 0
Region : Gulf of Mexico Contact: Denise McGuire 832-762-2487 Company Name/No: Shell Pipeline Company LP, 02289 Pipeline Segment No.: 7867
THIS IS AN AUTOMATED MESSAGE. PLEASE DO NOT REPLY.
Pay.gov is a program of the U.S. Department of the Treasury, Bureau of the Fiscal Service
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SHELL PIPELINE COMPANY
SHIP SHOAL 241 PLATFORM
DECK EXTENSION ADDITION
Rev Description Date Prepared Reviewed Approved Client
0 Issued for Information 04/24/2019 M. Harvey T. Medina M. Hervey
1 Issued for Information 05/17/2019 M. Hervey T. Medina M. Hervey
EDG JobNo. 8019.001
EDG Document No 8019001-40600-00001
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Shell Pipeline Company 88 241 Platform Deck Extension Addition
INTRODUCTION
In March 2017, Shell Pipeline Company (SPLC) contracted EDG to connect two small, existing deck extensions on the west side of the Lower Deck on SS 241. Grating was to be added to the existing south extensionand to the newly framed area spanning between the existing deck extensions. The north deck extension was to be left ungrated because of accessibility issues. Reference Photograph 1, below.
Existing Deck
Extension
Photograph 1: West Side of Lower Deck (facing south) on SS 241 Platform
SPLC provided the loading criteria. The area was to be designed for 200 psf area loading. Alternately, the area was to be designed to withstand the setting of a survival capsule by the platform crane.
The following specifications were used in the analysis:
• AISC Manual of Steel Construction, Allowable Stress Design, Ninth Edition.
• API RP 2A, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design, 2 1 S T Edition
8019001-40600-00001 1 SS241 DeckExtReport.docx Page 2 of 8
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Shell Pipeline Company SS 241 Platform Deck Extension Addition
LOADING CRITERIA
The loading criteria provided by SPLC are listed below:
Load Case 1: 200 psf area loading on deck extension with 100 year storm metocean loads and associated dead and live loads; utilize one third allowable stress increase
Load Case 2: 200 psf area loading on deck extension with operating storm metocean loads and associated dead and live loads; no allowable stress increase utilized
Load Case 3: 24 kip x 1.5 impact factor, distributed over 8' x 12' area with operating dead and live loads; no metocean loads and no allowable stress increase
In March 2019, EDG was subsequently contacted by SPLC and asked to determine whether the deck extension could support 400 psf area loading. This time EDG was asked to load the entire area, including the north deck extension that had been previously left ungrated.
ANALYSIS
The two, small deck extensions previously installedwere not included in any drawings or structural models that EDG had. Model results noted as "existing" in this report, do not include the two, small deck extensions. Field measurements of these extensions were taken by SPLC, and the members were incorporated into the model. Since the age ofthe existing deck extension is unknown, 36 ksi steel was assumed. Additional steel was added to connect the existing extensions and the model was loaded according to the loading criteria above. The Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis.
See Figures 1 and 2, below, for a view of the entire SACS™ model and a view of the Lower Deck. The deck extension is highlighted in pink.
8019001-40600-00001_1_SS241 DeckExtReport.docx Page 3 of 8
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Shell Pipeline Company SS 241 Platform
Deck Extension Addition
0 &
A/ Figure 1: SACS Isometric View of SS241
Figure 2: SACS Plan View of SS241 Lower Deck (Deck Extension in Pink)
8019001-40600-00001 1 SS241 DeckExtReport.docx Page 4 of 8
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Shell Pipeline Company SS 241 Platform Deck Extension Addition
RESULTS
Figures 3 and 4 depict the Lower Deck in its existing condition. This model incorporates all of the structural changes that have occurred on the platform since the plug and abandonment work was done in 2012. According to the original design drawings, the Lower Deck was designed to support area loading ranging from 275 psf to 1800 psf. The current model includes 200 psf area loading on the Lower Deck.
Figure 3: Unity Ratio Plot of Lower Deck - Existing Condition (UOO.80)
Figure 4: Unity Ratio Plot of Lower Deck - Existing Condition (Vicinity of Deck Extension)
8019001-40600-00001 1 SS241 DeckExtReport.docx Page 5 of 8
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Shell Pipeline Company SS 241 Platform Deck Extension Addition
Figures 5 and 6 depict the Lower Deck with the proposed deck extension, loaded with 200 psf area loads. The 200 psf area load was added to the 100 year storm and operating load combinations. A one third allowable stress increase was utilized for all 100 year storm cases. There were no significant changes in stresses.
Figure 5: Unity Ratio Plot of Lower Deck - 200 psf Area Load on Extension (UOO.80)
Figure 6: Unity Ratio Plot of Lower Deck - 200 psf Area Load on Extension (Vicinity of Extension)
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Shell Pipeline Company SS 241 Platform Deck Extension Addition
Figures 7 and 8 depict the Lower Deck with the proposed deck extension, loaded with 400 psf area loads. The 400 psf area load was added to the 100 year storm and operating load combinations. A one third allowable stress increase was utilized for all 100 year storm cases. There were no significant changes in stress.
Figure 7: Unity Ratio Plot of Lower Deck - 400 psf Area Load on Extension (UOO.80)
Figure 8: Unity Ratio Plot of Lower Deck - 400 psf Area Load on Extension (Vicinity of Extension)
8019001-40600-00001 1 SS241 DeckExtReport.docx Page 7 of 8
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Shell Pipeline Company SS 241 Platform Deck Extension Addition
Figures 9 and 10 depict the Lower Deck with the proposed deck extension, loaded with the 24 kip load applied to an 8 ft. by 12 ft. area. A 1.5 impact factor was applied to this load. This load case includes operating dead and live loading on the platform, but does not include any metocean loading since the load is instantaneous. No allowable load increase was utilized. There were no significant changes in stress.
Figure 9: Unity Ratio Plot of Lower Deck -Impact Load on Extension
Figure 10: Unity Ratio Plot of Lower Deck -Impact Load on Extension (Vicinity of Extension)
RECOMMENDATIONS
Based on the analysis, the deck extension can be loaded with 400 psf area loading. The deck extension is also sufficient for the setting of the survival craft. Since the survival craft loading is less than 400 psf, it is acceptable to load the area around the survival craft with the full 400 psf area loading while the craft is present.
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NOTES: 1. FOR GENERAL NOTES SEE DWG NO. SD 120850.
2. EXISTING STEEL TO BE PREPPED AND CLEANED DOWN TO BARE METAL PRIOR TO WELDING.
PLATFORM NORTH
SCALE:
F V — t t, s 1 1 — F A \ Y J J A
SCALE: '2" = 1'
1 1/2 .INSTALLATION CONTRACTOR TO ' TRIM BACK EXIST. GRATING'
EXIST. GRATING
- 5 ' - i
1 1/2 GRTG.
NEW DECK EXTENSION
EXIST. W24
SCALE SCALE: SCALE: '32" = 1
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
MICHELLE M. HERVEY, P.E. LA. LICENSE NO. 35977
0 5 / 2 2 / 2 0 1 9 THIS DOCUMENT SHOULD
NOT BE CONSIDERED A CERTIFIED DOCUMENT.
EDG, INC.
BOXER OFFSHORE CRUDE LOWER DECK EXTENSION GRATING AND HANDRAIL PLAN
SECTION AND DETAILS BLOCK 241
THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
LOWER DECK EXTENSION GRATING AND HANDRAIL PLAN
SECTION AND DETAILS BLOCK 241
THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
LOWER DECK EXTENSION GRATING AND HANDRAIL PLAN
SECTION AND DETAILS 01 0 5 / 2 2 / 1 9 REVISED AS NOTED - ISSUED FOR CONSTRUCTION KLA MMH
BLOCK 241 THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR
REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
LOWER DECK EXTENSION GRATING AND HANDRAIL PLAN
SECTION AND DETAILS
- 00 0 4 / 0 7 / 1 7 ISSUED FOR CONSTRUCTION CMZ MMH MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO
PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.
SCALE AS NOTED DATE REVISION
01 REV NO DATE DESCRIPTION OE REVISION ES NO. BY ELEC
ENGR MECH ENGR APP REV
NO DATE DESCRIPTION OE REVISION ES NO. BY ELEC ENGR
MECH ENGR APP
MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO
PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. DRAWN CMZ 3 /31 / 2 0 1 7 SPLC-GOM-BX-SD120852 REVISION
01
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W12
3/1 6
CIO (SHIP LOOSE)-
1 /H
CIO
. 2 PLACES)
SCALE: 1 1 / 2 = 1 SD120851
o
EXIST. W24
CIO (SHIP LOOSE)
SCALE:
EXIST. 010
(SIM. 2 PLCS.)
SD120851
NOTE: TOP ELANGE OE W24 OMITTED FOR CLARITY
NOTES:
1. FOR GENERAL NOTES SEE DWG NO. S D 1 2 0 8 5 0 .
2. EXISTING STEEL TO BE PREPPED AND CLEANED DOWN TO BARE METAL PRIOR TO WELDING.
(SIM. 2 PLCS.)
SCALE SD120851 SCALE:
(INBOARD LOOKING OU" REF. DWG. NO. 5 0 1 2 0 8 5 2 )
£ £ r~\ 5 3
SCALE:
NOTE: N.S. SOCKET NOT SHOWN FOR CLARI"
2 3 / 8 " 0 HANDRAIL
C4 KICKPLATE
COPE FLG. OF 04 AT HI
SCALE: SCALE: 1 1 / 2 ?
SCALE:
NOTE: .S. SOCKET NOT
SHOWN FOR CLARI"
TYP.
CL SOCKET AND 7 / DIA HOLE FOR 3 / 8 " 0 SNAPPER PIN
NOTE: SNAPPER PINS REQUIRED AT ALL HANDRAIL SOCKETS
W24 OR EXIST.
WEB
3 1 / 2 " SOCKET (TYP
CL SOCKET
SNAPPER PIN WILSON MFG #SP38'
SCALE: 2" = 1 ' SCALE: 1 1/2 =1 SCALE:
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
MICHELLE M. HERVEY, P.E. LA. LICENSE NO. 35977
0 5 / 2 2 / 2 0 1 9 THIS DOCUMENT SHOULD
NOT BE CONSIDERED A CERTIFIED DOCUMENT.
EDG, INC.
REV NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC
ENGR MECH ENGR APP
01
00
REV NO
0 5 / 2 2 / 1 9
DATE
REVISED AS NOTED - ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
DESCRIPTION OF REVISION ES NO.
C M :
BY ELEC ENGR
MECH ENGR APP
BOXER OFFSHORE CRUDE
BLOCK 241 THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR
REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OE THE INFORMATION
CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OE LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.
LOWER DECK EXTENSION MISCELLANEOUS
SECTIONS AND DETAILS
SCALE
DRAWN
AS NOTED
C M :
DATE
3 / 3 1 / 2 0 1 7 SPLC-GOM-BX-SD120853 REVISION
01
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NOTES: 1. EOR GENERAL NOTES SEE DWG NO. SD 120850.
2. EXISTING STEEL TO BE PREPPED AND CLEANED DOWN TO BARE METAL PRIOR TO WELDING.
PLATEORM NORTH - S ' - i
SCALE
EXIST. 42
EXIST. CRANE PEDESTA PL 1 x 44" O.D.
PL 1/2 x 4" GRTG. SUPPOR"
PLATEORM NORTH -5'-(
NEW DECK EXTENSION
i/ / / x> / / /A
SCALE: SCALE: SCALE: SCALE:
22,
SCALE: 1 / 3 2 " = 1
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
MICHELLE M. HERVEY, P.E. LA. LICENSE NO. 35977
0 5 / 2 2 / 2 0 1 9 THIS DOCUMENT SHOULD
NOT BE CONSIDERED A CERTILIED DOCUMENT.
EDG, INC.
BOXER OFFSHORE CRUDE LOWER DECK EXTENSION FRAMING PLAN
SECTIONS AND DETAILS BLOCK 241
THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
LOWER DECK EXTENSION FRAMING PLAN
SECTIONS AND DETAILS BLOCK 241
THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
LOWER DECK EXTENSION FRAMING PLAN
SECTIONS AND DETAILS 01 0 5 / 2 2 / 1 9 REVISED AS NOTED - ISSUED EOR CONSTRUCTION KLA MMH
BLOCK 241 THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR
REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER
LOWER DECK EXTENSION FRAMING PLAN
SECTIONS AND DETAILS
- 00 0 4 / 0 7 / 1 7 ISSUED EOR CONSTRUCTION CMZ MMH MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO
PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.
SCALE AS NOTED DATE P^ 1 H Jl P ^ P ^ ^ f \ f \ f% ^ ^
REVISION
01 REV NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC
ENGR MECH ENGR APP REV
NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC ENGR
MECH ENGR APP
MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO
PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. DRAWN CMZ 3 /31 / 2 0 1 7 SPLC-GOM-BX-SD120851 REVISION
01
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SAFETY ANALYSIS FUNCTION EVALUATION CHART
PLANT IDENTIFICATION
Shell Pipeline Company LP BOXER OFFSHORE CRUDE
FU
NC
TIO
N P
ER
FO
RM
ED
DWG # | D-11783-08 | REF.DWG. SD-23730 DRAWN: NICK STONE
FU
NC
TIO
N P
ER
FO
RM
ED
6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT MDM MLS
FU
NC
TIO
N P
ER
FO
RM
ED
5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT MDM MLS
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
10 AVIATION UPGRADES-AS BUILT 11/18 JCM MDM AB
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
9 REMOVAL OF COUGAR PUMPS STATION TIE-IN 04/17 MDM DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
8 ADDITION OF SDV'STO COUGAR PIPELINE 08/16 MDM DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
7 REINSTALLATION OF PUMP MODULE 07/16 MDM DH MDM
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
Rev DESCRIPTION DATE BY CHK APP SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
PROCESS COMPONENT DEVICE ALTERNATE PROTECTION
IDENTIFICATION 1 SERVICE ID SAC REF. 1 ALTERNATE DEVICE IF APPLICABLE
KAQ 2000 INCOMING 16" OIL PIPELINE
FROM GC-19 "A"
PSH A.9a.2 KAQ 2000 INCOMING 16" OIL PIPELINE
FROM GC-19 "A" PSL A.9b.2
KAQ 2000 INCOMING 16" OIL PIPELINE
FROM GC-19 "A"
PSV A.9c.2
KAQ 2000 INCOMING 16" OIL PIPELINE
FROM GC-19 "A"
FSV LC-1
KAQ 2000 INCOMING 16" OIL PIPELINE
FROM GC-19 "A"
ZSC 2001 NOTE 1
KAQ 2000 INCOMING 16" OIL PIPELINE
FROM GC-19 "A"
KAH 2010 DEPARTING 16" OIL PIPELINE
TO EIPS SSTI AT SS-203
PSH 2010 KAH 2010 DEPARTING 16" OIL PIPELINE
TO EIPS SSTI AT SS-203 PSL 2010
KAH 2010 DEPARTING 16" OIL PIPELINE
TO EIPS SSTI AT SS-203
PSV A.9c.4
KAH 2010 DEPARTING 16" OIL PIPELINE
TO EIPS SSTI AT SS-203
FSV A.9d.2
KAH 2010 DEPARTING 16" OIL PIPELINE
TO EIPS SSTI AT SS-203
ZSC 2011 NOTE 1
KAH 2010 DEPARTING 16" OIL PIPELINE
TO EIPS SSTI AT SS-203
KAQ 2020 INCOMINGS" GAS PIPELINE
FROM TRUNKLINE
PSH A.9a.2 KAQ 2020 INCOMINGS" GAS PIPELINE
FROM TRUNKLINE PSL 1063
KAQ 2020 INCOMINGS" GAS PIPELINE
FROM TRUNKLINE
PSV A.9c.2
KAQ 2020 INCOMINGS" GAS PIPELINE
FROM TRUNKLINE
FSV FG-1
KAQ 2020 INCOMINGS" GAS PIPELINE
FROM TRUNKLINE
KAQ 2030 INCOMING 6" OIL PIPELINE
FROM SS-243A
PSH A.9a.2 KAQ 2030 INCOMING 6" OIL PIPELINE
FROM SS-243A PSL A.9b.2
KAQ 2030 INCOMING 6" OIL PIPELINE
FROM SS-243A
PSV A.9c.2
KAQ 2030 INCOMING 6" OIL PIPELINE
FROM SS-243A
FSV WC-1
KAQ 2030 INCOMING 6" OIL PIPELINE
FROM SS-243A
KAQ 2040 DEPARTING 12" OIL PIPELINE
TO COUGAR
PSH A.9a.2 KAQ 2040 DEPARTING 12" OIL PIPELINE
TO COUGAR PSL A.9b.2
KAQ 2040 DEPARTING 12" OIL PIPELINE
TO COUGAR
PSV A.9c.2
KAQ 2040 DEPARTING 12" OIL PIPELINE
TO COUGAR
FSV A.9d.3
KAQ 2040 DEPARTING 12" OIL PIPELINE
TO COUGAR
KAQ 2050 INCOMING 12" OIL PIPELINE
FROM COUGAR
PSH A.9a.2 KAQ 2050 INCOMING 12" OIL PIPELINE
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KAQ 2050 INCOMING 12" OIL PIPELINE
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PSV A.9c.2
KAQ 2050 INCOMING 12" OIL PIPELINE
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FSV LC-3
KAQ 2050 INCOMING 12" OIL PIPELINE
FROM COUGAR
1
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SHEET lof 6
![Page 18: SCAN UPDATE SEGMENT 7867 ROW OCS-G08815 United States ... · Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis. See Figures](https://reader036.vdocument.in/reader036/viewer/2022071103/5fdd245eedbd22614e592e3f/html5/thumbnails/18.jpg)
SAFETY ANALYSIS FUNCTION EVALUATION CHART
PLANT IDENTIFICATION
Shell Pipeline Company LP BOXER OFFSHORE CRUDE
FU
NC
TIO
N P
ER
FO
RM
ED
DWG # | D-11783-08 | REF.DWG. SD-23730 DRAWN: NICK STONE
FU
NC
TIO
N P
ER
FO
RM
ED
6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT M D M MLS
FU
NC
TIO
N P
ER
FO
RM
ED
5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT M D M MLS
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
10 AVIATION UPGRADES-AS BUILT 11/18 JCM M D M AB
SH
UT
DO
WN
OR
CO
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RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
9 REMOVAL OF COUGAR PUMPS STATION TIE-IN 04 /17 M D M DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
8 ADDITION OF SDV'STO COUGAR PIPELINE 08/16 M D M DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
7 REINSTALLATION OF PUMP MODULE 07/16 M D M DH M D M
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
Rev DESCRIPTION DATE BY CHK APP SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
PROCESS COMPONENT DEVICE ALTERNATE PROTECTION
IDENTIFICATION 1 SERVICE ID SAC REF. 1 ALTERNATE DEVICE IF APPLICABLE
PAX 5010 OIL PIPELINE P U M P # 1 PSH 5012 PAX 5010 OIL PIPELINE P U M P # 1
PSL 5012
PAX 5010 OIL PIPELINE P U M P # 1
PSV Note 1
PAX 5010 OIL PIPELINE P U M P # 1
FSV PC-4
PAX 5010 OIL PIPELINE P U M P # 1
ZSC 5011A Note 1
PAX 5010 OIL PIPELINE P U M P # 1
ZSC 5011B Note 1
PAX 5010 OIL PIPELINE P U M P # 1
PAX 5020 OIL PIPELINE PUMP#2 PSH 5022 PAX 5020 OIL PIPELINE PUMP#2
PSL 5022
PAX 5020 OIL PIPELINE PUMP#2
PSV Note 1
PAX 5020 OIL PIPELINE PUMP#2
FSV PC-4
PAX 5020 OIL PIPELINE PUMP#2
ZSC 5021A Note 1
PAX 5020 OIL PIPELINE PUMP#2
ZSC 5021B Note 1
PAX 5020 OIL PIPELINE PUMP#2
PAX 5030 OIL PIPELINE PUMP#3 PSH 5032 PAX 5030 OIL PIPELINE PUMP#3
PSL 5032
PAX 5030 OIL PIPELINE PUMP#3
PSV Note 1
PAX 5030 OIL PIPELINE PUMP#3
FSV PC-4
PAX 5030 OIL PIPELINE PUMP#3
ZSC 5031A Note 1
PAX 5030 OIL PIPELINE PUMP#3
ZSC 5031B Note 1
PAX 5030 OIL PIPELINE PUMP#3
MBF 1060 FUEL GAS KNOCKOUT DRUM
GAS
LIQUID
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GAS
LIQUID
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MBF 1060 FUEL GAS KNOCKOUT DRUM
GAS
LIQUID
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MBF 1060 FUEL GAS KNOCKOUT DRUM
GAS
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MBF 1060 FUEL GAS KNOCKOUT DRUM
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GAS
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SHEET 2 of 6
![Page 19: SCAN UPDATE SEGMENT 7867 ROW OCS-G08815 United States ... · Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis. See Figures](https://reader036.vdocument.in/reader036/viewer/2022071103/5fdd245eedbd22614e592e3f/html5/thumbnails/19.jpg)
SAFETY ANALYSIS FUNCTION EVALUATION CHART
PLANT IDENTIFICATION
Shell Pipeline Company LP BOXER OFFSHORE CRUDE
FU
NC
TIO
N P
ER
FO
RM
ED
DWG # | D-11783-08 | REF.DWG. SD-23730 DRAWN: NICK STONE
FU
NC
TIO
N P
ER
FO
RM
ED
6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT MDM MLS
FU
NC
TIO
N P
ER
FO
RM
ED
5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT MDM MLS
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
10 AVIATION UPGRADES-AS BUILT 11/18 JCM MDM AB
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
9 REMOVAL OF COUGAR PUMPS STATION TIE-IN 04/17 MDM DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
8 ADDITION OF SDV'STO COUGAR PIPELINE 08/16 MDM DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
7 REINSTALLATION OF PUMP MODULE 07/16 MDM DH MDM
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
Rev DESCRIPTION DATE BY CHK APP SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
IDE
NT
IFIC
AT
ION
PROCESS COMPONENT DEVICE ALTERNATE PROTECTION
IDENTIFICATION 1 SERVICE ID SAC REF. 1 ALTERNATE DEVICE IF APPLICABLE
NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER)
PSH A.4a.6 NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER) PSL A.4b.2
NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER)
PSV 8011
NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER)
PSV 8012
NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER)
LSH A.4d.3
NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER)
LSL 8011
NZZ 8010 FUEL GAS HEATER
(PIPETUBE HEATER)
FSV A.4f.2
NZZ 8010 FUEL GAS HEATER
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LSH 7082
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FA 7080
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PBH 5050 SUMP BOOSTER PUMP PSH A.7b.2 PBH 5050 SUMP BOOSTER PUMP
PSL A.7d.3
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PSV A.7f.2
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PBH 5040 SUMP PUMP PSH 5041 PBH 5040 SUMP PUMP
PSL 5041
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PSV 5041
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ABJ 7090 JETFUELTANK VENT ABJ 7090 JETFUELTANK
PSV A.S b.2
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LSH A.5c.2
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LSL A.5d.3
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DA 7091
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PBA 7090 JET FUEL PUMP PSH A.7b.3 PBA 7090 JET FUEL PUMP
PSL A.7d.2
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PSV 7090
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PSV 7090A
PBA 7090 JET FUEL PUMP
FSV 7090
PBA 7090 JET FUEL PUMP
FSL 7090
PBA 7090 JET FUEL PUMP
69
70
71
72
73
74
75
76
77
78
79
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86
87
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7 REINSTALLATION OF PUMP MODULE 07/16 MDM DH MDM
SH
UT
DO
WN
OR
CO
NT
RO
L
DE
VIC
E
IDE
NT
IFIC
AT
ION
O O r- l
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m o m
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m m o m
5011A
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m o m O O [-^ Rev DESCRIPTION DATE BY CHK APP S
HU
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OW
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R
CO
NT
RO
L
DE
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O O r- l
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m o CO
r- l
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m o m
r- l r- l o m
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5011A
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m 5021A
CQ
r- l o m 5031A
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m o m O O [-^
PROCESS COMPONENT DEVICE ALTERNATE PROTECTION g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o IDENTIFICATION 1 SERVICE ID SAC REF. 1 ALTERNATE DEVICE IF APPLICABLE
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
g t o
1 2 3 4 5 6 7 8 11 sJ2mm 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
MBJ 100 LUBE OIL STORAGE TANK PSH A.4a.2 107
108
MBJ 100 LUBE OIL STORAGE TANK
PSL A.4b.2
107
108
MBJ 100 LUBE OIL STORAGE TANK
PSV 100 109 X
MBJ 100 LUBE OIL STORAGE TANK
LSH A.5c.2 110
MBJ 100 LUBE OIL STORAGE TANK
LSL A.4e.3 111
MBJ 100 LUBE OIL STORAGE TANK
FSV A.4f.2 112
MBJ 100 LUBE OIL STORAGE TANK
TSH A.4g.3 113
MBJ 100 LUBE OIL STORAGE TANK
114
PZZ 100 LUBE OIL STORAGE PUMP PSH A.7b.2 115 PZZ 100 LUBE OIL STORAGE PUMP
PSL A.7d.3 116
117
118
119
PZZ 100 LUBE OIL STORAGE PUMP
PSV A.7f.2
116
117
118
119
PZZ 100 LUBE OIL STORAGE PUMP
FSV 100
116
117
118
119 X
PZZ 100 LUBE OIL STORAGE PUMP
116
117
118
119
MBJ 101 ANTIFREEZE STORAGE TANK PSH A.4a.2 120 MBJ 101 ANTIFREEZE STORAGE TANK
PSL A.4b.2 121
MBJ 101 ANTIFREEZE STORAGE TANK
PSV 101 122 X
MBJ 101 ANTIFREEZE STORAGE TANK
LSH A.5c.2 123
MBJ 101 ANTIFREEZE STORAGE TANK
LSL A.4e.3 124
MBJ 101 ANTIFREEZE STORAGE TANK
FSV A.4f.2 125
MBJ 101 ANTIFREEZE STORAGE TANK
TSH A.4g.3 126
MBJ 101 ANTIFREEZE STORAGE TANK
127
128
129
130
131
PZZ 101 ANTIFREEZE STORAGE PUMP PSH A.7b.2
127
128
129
130
131
PZZ 101 ANTIFREEZE STORAGE PUMP
PSL A.7d.3
127
128
129
130
131
PZZ 101 ANTIFREEZE STORAGE PUMP
PSV A.7f.2
127
128
129
130
131
PZZ 101 ANTIFREEZE STORAGE PUMP
FSV 101
127
128
129
130
131 X
PZZ 101 ANTIFREEZE STORAGE PUMP
132
DAG CONTROL ROOM AND MCC 20% LEL
40% LEL
ROOM PRESSURE
SMOKE DETECTOR
ASH 133 DAG CONTROL ROOM AND MCC 20% LEL
40% LEL
ROOM PRESSURE
SMOKE DETECTOR
ASH 134 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DAG CONTROL ROOM AND MCC 20% LEL
40% LEL
ROOM PRESSURE
SMOKE DETECTOR
PSL 1103 135
DAG CONTROL ROOM AND MCC 20% LEL
40% LEL
ROOM PRESSURE
SMOKE DETECTOR YSH 136 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
DAG CONTROL ROOM AND MCC 20% LEL
40% LEL
ROOM PRESSURE
SMOKE DETECTOR
137
ZAN 8021
8031
A-̂ S ENE RATOR 20% LEL
40% LEL
B-GENERATOR 20% LEL
40% LEL
ASH 138
139
140
141
142
ZAN 8021
8031
A-̂ S ENE RATOR 20% LEL
40% LEL
B-GENERATOR 20% LEL
40% LEL
ASH
138
139
140
141
142
X ZAN 8021
8031
A-̂ S ENE RATOR 20% LEL
40% LEL
B-GENERATOR 20% LEL
40% LEL
138
139
140
141
142
ZAN 8021
8031
A-̂ S ENE RATOR 20% LEL
40% LEL
B-GENERATOR 20% LEL
40% LEL
ASH
138
139
140
141
142
ZAN 8021
8031
A-̂ S ENE RATOR 20% LEL
40% LEL
B-GENERATOR 20% LEL
40% LEL ASH
138
139
140
141
142 X
ZAN 8021
8031
A-̂ S ENE RATOR 20% LEL
40% LEL
B-GENERATOR 20% LEL
40% LEL
" \ These qas detectors will be reinstalled 143
SHEET 4 of 6
![Page 21: SCAN UPDATE SEGMENT 7867 ROW OCS-G08815 United States ... · Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis. See Figures](https://reader036.vdocument.in/reader036/viewer/2022071103/5fdd245eedbd22614e592e3f/html5/thumbnails/21.jpg)
SAFETY ANALYSIS FUNCTION EVALUATION CHART
PLANT IDENTIFICATION
Shell Pipeline Company LP BOXER OFFSHORE CRUDE
FU
NC
TIO
N P
ER
FO
RM
ED
DWG # | D-11783-08 | REF.DWG. SD-23730 DRAWN: NICK STONE
FU
NC
TIO
N P
ER
FO
RM
ED
6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT M D M MLS
FU
NC
TIO
N P
ER
FO
RM
ED
5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT M D M MLS
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
10 AVIATION UPGRADES-AS BUILT 11/18 JCM M D M AB
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
9 REMOVAL OF COUGAR PUMPS STATION TIE-IN 04 /17 M D M DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
8 ADDITION OF SDV'STO COUGAR PIPELINE 08/16 M D M DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
7 REINSTALLATION OF PUMP MODULE 07/16 M D M DH M D M
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
Rev DESCRIPTION DATE BY CHK APP SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
PROCESS COMPONENT DEVICE ALTERNATE PROTECTION
IDENTIFICATION 1 SERVICE ID SAC REF. 1 ALTERNATE DEVICE IF APPLICABLE
LAG A001 UV/IR FLAME DETECTORS UVIR LAG A001 UV/IR FLAME DETECTORS
LAG A002 ESD STATIONS ESD LAG A002 ESD STATIONS
LAG A004 LOSS OF INSTRUMENT AIR PSL 8021 LAG A004 LOSS OF INSTRUMENT AIR
PBE 805 DIESELTRANSFER PUMP PSH A.7.b.2 PBE 805 DIESELTRANSFER PUMP
PSL A.7.d.3
PBE 805 DIESELTRANSFER PUMP
PSV 805
PBE 805 DIESELTRANSFER PUMP
FSV 805
PBE 805 DIESELTRANSFER PUMP
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-2 ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-2
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
TSH 1
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
YSH 1-2
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
HS 1-2
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
CO 1
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO CO 1
ZZZ 436 GALLEY/GYMNASIUM BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-4 ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-4
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
TSH 1
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
YSH 1-2
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
HS 1-2
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
CO 1-2
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO CO 1-2
ZZZ 438 DINING/LOUNGE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1 ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1
ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO
TSH 1
ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO
HS 1
ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO
CO 1
ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO CO 1
ZZZ 430 LAUNDRY BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
MANUAL
25 PPM CO
200 PPM CO
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170
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172
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SHEET 5 of 6
![Page 22: SCAN UPDATE SEGMENT 7867 ROW OCS-G08815 United States ... · Structural Analysis Computer System (SACS™) software by Bentley Systems, Inc. was utilized for the analysis. See Figures](https://reader036.vdocument.in/reader036/viewer/2022071103/5fdd245eedbd22614e592e3f/html5/thumbnails/22.jpg)
SAFETY ANALYSIS FUNCTION EVALUATION CHART
PLANT IDENTIFICATION
Shell Pipeline Company LP BOXER OFFSHORE CRUDE
FU
NC
TIO
N P
ER
FO
RM
ED
DWG # | D-11783-08 | REF.DWG. SD-23730 DRAWN: NICK STONE
FU
NC
TIO
N P
ER
FO
RM
ED
6 ADDED NEW QUARTERS BUILDING AND SEPCO EQUIPMENT 08/12 MDT M D M MLS
FU
NC
TIO
N P
ER
FO
RM
ED
5 REMOVED PUMP MODULE, CHANGED CONTROL ROOM 06/12 MDT M D M MLS
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
10 AVIATION UPGRADES-AS BUILT 11/18 JCM M D M AB
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
9 REMOVAL OF COUGAR PUMPS STATION TIE-IN 04 /17 M D M DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
8 ADDITION OF SDV'STO COUGAR PIPELINE 08/16 M D M DAH DAH
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
7 REINSTALLATION OF PUMP MODULE 07/16 M D M DH M D M
SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
Rev DESCRIPTION DATE BY CHK APP SH
UT
DO
WN
OR
CO
NT
RO
L D
EV
ICE
ID
EN
TIF
IC
AT
IO
N
PROCESS COMPONENT DEVICE ALTERNATE PROTECTION
IDENTIFICATION | SERVICE ID SAC REF. | ALTERNATE DEVICE IF APPLICABLE
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-4 ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-4
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
TSH 1-2
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
YSH 1-3
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
HS 1-2
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
CO 1-2
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO CO 1-2
ZZZ 437 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-4 zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
ASH 1-4
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
TSH 1-2
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
YSH 1-3
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
HS 1-2
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
CO 1-2
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO CO 1-2
zzz 435 QUARTERS/OFFICE BUILDING 20% LEL
40% LEL
THERMAL DETECTOR
SMOKE DETECTOR
MANUAL
25 PPM CO
200 PPM CO
DBB 3000 PUMP BUILDING 20% LEL
40% LEL
(@PUMP) PAX-5010 40% LEL
PAX-5020 40% LEL
PAX-5030 40% LEL
ASH DBB 3000 PUMP BUILDING 20% LEL
40% LEL
(@PUMP) PAX-5010 40% LEL
PAX-5020 40% LEL
PAX-5030 40% LEL
ASH
DBB 3000 PUMP BUILDING 20% LEL
40% LEL
(@PUMP) PAX-5010 40% LEL
PAX-5020 40% LEL
PAX-5030 40% LEL
ASH
DBB 3000 PUMP BUILDING 20% LEL
40% LEL
(@PUMP) PAX-5010 40% LEL
PAX-5020 40% LEL
PAX-5030 40% LEL
ASH
DBB 3000 PUMP BUILDING 20% LEL
40% LEL
(@PUMP) PAX-5010 40% LEL
PAX-5020 40% LEL
PAX-5030 40% LEL ASH
DBB 3000 PUMP BUILDING 20% LEL
40% LEL
(@PUMP) PAX-5010 40% LEL
PAX-5020 40% LEL
PAX-5030 40% LEL
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Notes: 1. See attached letter for removal of PSV's and alternative ZSC safety device OCS-G 8515
SHEET 6 of 6
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i i i r i i i i i i
i i
REVISIONS 0 RAWING \JQ„ r DRAWING INDDX AND GDNDRAL NOTDS -- STRUCTURAL
CURRENT DATE 0 RAWING \JQ„ L DRAWING INDDX AND GDNDRAL NOTDS -- STRUCTURAL
01 0 5 / 2 2 / 1 9 SPL _C--GOM-BX- -SD 1 20 850 DRAWING INDE IX AND GDNDRAL NOTDS
01 0 5 / 2 2 / 1 9 SP _C--GOM-BX- -SD 120 851 RRAMING PLAL NJ, SDCT IONS ANE ) DDTAILS
01 0 5 / 2 2 / 1 9 SPL _C--GOM-BX- -SD 1 20 852 GRATING AND HANDR ML PLAN, SDCTION AND DDTAILS
01 0 5 / 2 2 / 1 9 SPL _C--GOM-BX- -SD 1 20 853 MISCDLLANDOl JS SDC" PONS AN D DDTAILS
GENERAL: IRRIGATION:
1.
2.
3.
5.
WORK SAEELY!
REPORT UNSAEE WORKING CONDITIONS TO YOUR IMMEDIATE SUPERVISOR.
SEE INDIVIDUAL DRAWINGS EOR SPECIEIC NOTES.
ALL WORK SHALL BE PERLORMED IN ACCORDANCE WITH THE MANULACTURER'S RECOMMENDATION.
INSPECT ALL EQUIPMENT, MATERIALS, AND SUPPLIES AS TO CONEORMANCE WITH THE SPEOFICATIONS PRIOR TO INSTALLATION.
6. INSPECT ALL EQUIPMENT, MATERIALS, AND SUPPLIES EOR DAMAGE PRIOR TO INSTALLATION.
7. ALL MATERIALS, WORKMANSHIP, COATINGS AND INSTALLATION SHALL CONPORM TO SPLC AND APPLICABLE API SPECIFICATIONS AND THEIR INCLUDED REEERENCES.
8. ALL STEEL SHOWN IS NEW UNLESS NOTED OTHERWISE.
5.
ALL PAB RI OATI ON AND WELDING SHALL CONEORM TO THE REQUIREMENTS OF API RP 2, AWS D l . l (DATEST EDITION) AND DEP 31.81 .10.32-GEN. AS AMENDED/SUPPLEMENTED BY U A D - 1 0 1 - 0 5 5 .
ALL CONTACTING STEEL SURFACES SHALL BE CONTINUOUSLY SEALED WITH MINIMUM FILLET WELDS. ALL INACCESSIBLE AREAS SHALL BE SEALED WITH PL 1/4 CLOSURES. ALL BURRS, ROUGH EDGES AND CORNERS SHALL BE GROUND SMOOTH UNLESS NOTED OTHERWISE.
3. INTERMITTEN" DRAWINGS.
'ELDING IS NOT ALLOWED UNLESS SPECIFICALLY SHOWN ON THE
\LL WELDS THAT WILL BE UNDER GRATING OR PLATE SHALL BE GROUND FLUSH.
\LL HOLES SHALL BE DRILLED OR MACHINED UNLESS NOTED OTHERWISE.
LABRICATGR SHALL PROVIDE EDGE PREPARATION OP MEMBERS TO BE FIELD VELDED, PRIOR TO LOAD-OUT, UNLESS NOTED OTHERWISE.
STRUCTURAL STEEL:
1. NO MATERIAL OR MEMBER SIZE SUBSTITUTIONS MAY BE MADE APPROVAL OF THE SUPERVISING PROFESSIONAL ENGINEER.
"HOU"
2. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL CONFORM TO:
- W-SHAPES: ASTM A992 (FY=50KSI)
- CHANNELS, ANGLES, S-SHAPES AND PLATE: ASTM A36 (FY=36KSI)
HSS:
PIPE:
ASTM ASOO GRADE B (FY=46KSI)
ASTM A53 GRADE B, A106 GRADE B OR API 5L, GRADE B SEAMLESS
3. STRUCTURAL STEEL NOTED AS (OR. 50) ON THE DRAWINGS SHALL CONFORM TO:
- PLATE:
- PIPE:
4. STRUCTURAL STEEL NOTED AS
- PLATE:
ASTM A572, GRADE 50 (FY=50KSI)
API 5L GRADE X52 WITH SRS, SEAMLESS
AND (IIA) SHALL CONFORM TO:
API SPEC 2H, GRADE 50 (FY=50KSI), OR
OTHER MATERIAL CLASSIFIED GROUP II, CLASS A, GRADE 50, IN API RP 2A. STEEL SHALL BE INTERMEDIATE STRENGTH STEEL WITH IMPROVED THROUGH THICKNESS STRENGTH, ALL MANUFACTURED WITH API SPEC. 2H SUPPLEMENTS S1, S3, S4, AND S5. SUPPLEMENTARY REQUIREMENTS FOR OTHER GROUP CLASS A MATERIALS SHALL BE APPROVED BY COMPANY.
rASTENERS:
STRUCTURAL BOLTS SHALL CONPORM TO ASTM A325, TYPE 1. NUTS SHALL CONFORM TO ASTM A563, GRADES 0, 03, D, DH, D3 OR ASTM A194/A194M, GRADES 2 OR 2H, HEAVY HEX HEAD. WASHERS SHALL CONPORM TO ASTM P436 OR ASTM P959. ALL CONNECTIONS USING STRUCTURAL BOLTS SHALL BE INSTALLED TO "SNUG TIGHT" CONDITION UNLESS NOTED OTHERWISE.
OF 25% FOR ALL PIELD CONNECTIONS, CONTRACTOR SHALL INCLUDE A SPARES FOR STRUCTURAL BOLTS, STUD BOLTS, WASHERS AND NUTS.
LAB RI CATO R SHALL TEST-FIT ALL FIELD-INSTALLED ITEMS. TEST FIT SHALL BE VITNESSED AND ACCEPTED BY INSTALLATION CONTRACTOR.
HANDRAI
"0 1. ALL HANDRAIL PANELS SHALL BE PIECE MARKED BY WELD BEAD PRIOR GALVANIZING AND TEST FITTED PRIOR TO SHIPMENT.
2. ALL HANDRAIL WELDS SHALL BE GROUND SMOOTH.
3. ALL HANDRAIL SOCKETS SHALL BE FITTED USING HANDRAIL PANELS AS PER DAYOUTS.
COATING:
UNLESS NOTED OTHERWISE, ALL AS STATED IN SPECIFICATION UA[
FABRICATED STEEL SH/ 3 - 1 0 4 - 0 8 0 (REV 1 .0)
BE COATED PER COATING SYSTEM "FCO" "H A LIGHT GRAY TOPCOAT FINISH COLOR.
2. ALL HANDRAILS, LADDERS AND STAIRS SHALL BE HOT-DIP GALVANIZED, IN CONFORMANCE WITH ASTM A123, AND U A D - 1 0 4 - 0 8 0 APTER PABRICATION. PROVIDE WEEP HOLE IN EACH ENCLOSED PIPE PRIOR TO GALVANIZING. LOCATE WEEP HOLE TO NOT ENTRAP WATER AND CAULK AFTER GALVANIZING.
REFERENCE SPECIFICATIQNS:
COMPANY SPECIFICATIONS FOR THIS WORK INCLUDE:
1. U A D - 1 0 1 - 0 5 5 , "STRUCTURAL STEEL FABRICATION OF SMALL DEEPWATER OFFSHORE SKIDS, FACILITY PACKAGES, AND SUBSEA SLEDS AND MANIFOLDS, AMENDMENTS/SUPPLEMENTS TO DEP 37.81.10.32-GEN." (REV 0.0, ISSUED MAY 15, 2014) .
2. DEP 31.81.10.32-GEN.,"STRUCTURAL STEEL FABRICATION OP SMALL DEEPWATER OPPSHORE SKIDS, FACILITY PACKAGES, AND SUBSEA SLEDS AND MANIFOLDS" (ISSUED SEPT. 2011) .
3. U A D - 1 0 4 - 0 8 0 , "PROTECTIVE COATINGS FOR OPPSHORE AND ONSHORE FACILITIES, AMENDMENTS/SUPPLEMENTS TO DEP 30.48.00.31-GEN." (REV 1.0, ISSUED DEC 17, 2015).
4. DEP 30.48.00.32-GEN., "COATING OF FASTENERS (ISSUED FEB 2012) .
5. DEP 37.81.21.32-GEN., "SURPACE PREPARATION, MATERIALS, APPLICATION, AND QUALITY CONTROL TESTING OF ALUMINUM-CERAMIC BASECOAT WITH RESIN-BONDED PLUOROCARBON TOPCOAT COATING SYSTEMS FOR DEEPWATER OPPSHORE EQUIPMENT" (FEB 2013)
6. OPS0055, "SEPCO LIFTING AND HOISTING STANDARD" (REV 4 . 1 , ISSUED AUG 2015) .
GRATING:
ALL GRATING SHALL BE STEEL GRATING UNLESS NOTED OTHERWISE.
- GRATING NOTED AS 1 1/2" SERRATED TYPE BAR GRATING WITH 3 / 1 6 " BEARING AT 1 3 / 1 6 " SPACING AND SPACER BARS AT 4" ON-CENTER.
- SHALL BE GALVANIZED AFTER PABRICATION, UNLESS NOTED OTHERWISE.
3ARS
SHALL BE BANDED WITH FLA1 HATCHES AND PENETRATIONS DRAWINGS.
BAR AROUND AL _ARGER THAN 6"
_ ROUGH EDGES OF OPENINGS, AND WHERE INDICATED ON THE
REMOVABLE GRATING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, USING HI LTI SYSTEM FASTENERS. COMPANY REPRESENTATIVE SHALL APPROVE FASTENING METHOD PRIOR TO GRATING INSTALLATION.
PIXED GRATING SHALL BE WELDED TO SUPPORTING MEMBERS EVERY FOURTH BAR WITH 3 / 1 6 " DOUBLE FILLET WELDS, 2" LONG.
FIXED AND REMOVABLE GRATING AND HATCHES SHALL BE INSTALLED PER MANUPACTURER'S RECOMMENDATIONS, USING STAINLESS (OR GALVANIZED) STEEL SADDLE CLIPS, G-TYPE CLIPS, HI LTI SYSTEM FASTENERS, OR APPROVED EQUAL. COMPANY REPRESENTATIVE SHALL APPROVE FASTENING METHOD PRIOR TO GRATING INSTALLATION.
2019
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
MICHELLE M. HERVEY, P.E. LA. LICENSE NO. 35977
0 5 / 2 2 / 2 0 1 9 THIS DOCUMENT SHOULD
NOT BE CONSIDERED A CERTIFIED DOCUMENT.
REV NO DATE DESCRIPTION OF REVISION ES NO. BY ELEC
ENGR MECH ENGR APP
01
00 REV NO
0 5 / 2 2 / 1 9
0 4 / 0 7 / 1 7
DATE
ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION DESCRIPTION OF REVISION ES NO.
CM:
BY ELEC ENGR
MECH ENGR APP
BOXER OFFSHORE CRUDE
BLOCK 241 THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR
REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OE THE INFORMATION
CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OE LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON.
LOWER DECK EXTENSION DRAWING INDEX AND GENERAL NOTES
SCALE
DRAWN
AS NOTED
CM:
DATE
3 /31 / 2 0 1 7 SPLC-GOM-BX-SD120850 REVISION
01