SCAN UPDATE Segment No. 17332, 17333 ROW OCS-G G28420 In Reply Refer To: MS 5232 December 18, 2008 Ms. Jill Fowler Kerr-McGee Oil & Gas Corporation (C/O Anadarko Petroleum Corporation) P.O. Box 1330 Houston, Texas 77251 The Minerals Management Service has reviewed your completion report for the following pipelines: Application Type: New Right-of-Way Pipeline Letter Date: August 19, 2008 Supplemental Data Dates: November 18, 2008, December 15, 2008 Segment ROW Size Length Number Number (inches) (feet) Service From To 17332 G28420 04 32154 Bulk Oil PLET(Southern Tie-in) Platform A Garden Banks Garden Banks Block 302 Block 260 OCS-G24479 OCS-G07462 17333 G28420 07 31654 Casing PLET(Southern Tie-in) Platform A Garden Banks Garden Banks Block 302 Block 260 OCS-G24479 OCS-G07462 The total length of the "as-built" right-of-way is 6.09 miles. The report is submitted in accordance with 30 CFR 250.1008 (b). The data provided in the report establishes the assigned maximum allowable operating pressure (MAOP) for the pipelines: Segment MAOP MAOP Number (psig) Determination 17332 12000 Hydrostatic Test Pressure The high and low-pressure sensors shall be set no higher than 15 percent above and below the normal operating range, respectively. The high pilot, however,
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Segment No. 17332, 17333 ROW OCS-G G28420 In Reply Refer ... · SCAN UPDATE Segment No. 17332, 17333 ROW OCS-G G28420 In Reply Refer To: MS 5232 December 18, 2008 Ms. Jill Fowler
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17333 G28420 07 31654 Casing PLET(Southern T i e - i n ) P l atform A Garden Banks Garden Banks Block 302 Block 260 OCS-G24479 OCS-G07462
The t o t a l l e n g t h of the " a s - b u i l t " r ight-of-way i s 6.09 miles.
The r e p o r t i s submitted i n accordance w i t h 30 CFR 250.1008 ( b ) .
The data provided i n the re p o r t establishes the assigned maximum allowable ope r a t i n g pressure (MAOP) f o r the p i p e l i n e s :
Segment MAOP MAOP Number (psig) Determination
17332 12000 Hy d r o s t a t i c Test Pressure
The high and low-pressure sensors s h a l l be set no higher than 15 percent above and below the normal operating range, r e s p e c t i v e l y . The high p i l o t , however,
Page 2
s h a l l not be set higher than the MAOP of the p i p e l i n e . The pressure range s h a l l be e s t a b l i s h e d by the use of pressure recorders.
Sincerely,
•g. sgd.} Be ShrestSia Michael J. Saucier Regional Supervisor F i e l d Operations
CALIBRATE) TO BBWJ WBIOHT TSSTBft TRACABLE TO NATlONXt BTOBAU OF STANDARPS. SERIAL tTOMBBRi 36509
CERTIFICATION DUE DATE: 7 /22/08
DEAD WEIGHT INSTRUMENT
o# o# 4000# 3993# ^
10000# 9982# ^
16000# 15970#
20000# 19966# ^=
10000# 9982#
o# 0#
CALIBRATION TECH
QUALITY CONTROL INSPECTOR:
0
o^hrh Q
'o
A N A D A R K O P E T R O L E U M C O R P O R A T I O N
TEL. 8 3 2 / 636
P.O. BOX 1330 • HOUSTON. TEXAS 77251 -1 330
^ n a d a i H ^ p
November 18, 2008
U.S. Department of the Interior Minerals Management Service 1201 Elmwood Park Boulevard New Orleans, LA 70123-2394
ATTN: MS 5232
RE: Revised "As-Built" Plats Pipeline Segments 17332, 17333 Garden Banks Block 302 to Garden Banks Block 260
Gentlemen:
Pursuant to 30 CFR 150.1008(b), enclosed are the revised as-built location plats and an as-built diskette for the referenced pipelines in the Garden Banks Area. Also enclosed is the Hydrostatic Test Data prepared by Weatherford. Please note that all pipeline segments were hydrotested together.
If you should have any questions or need additional information, please call me at 832/636-1554.
Sincerely,
Jill Fowler Regulatory Analyst
JF
Enclosures
f-OV f; 0 2003
Weatherford PIPELINE & SPECIALTY SERVICES FORM FORM NUMBER: 5-4-GL-GL-PSS-00033
REV:
04 PAGE:
1 Of 1 ORIGINAL ISSUE DATE:
05/27/2004 REVISION DATE:
06/27/2007 PREPARED BY:
BIRGIT THIELE
REVIEWED BY:
MALCOLM DUNCAN
APPROVED BY.
MALCOLM DUNCAN
APPROVED BY:
TITLE: HYDROSTATIC TESTING ACCEPTANCE CERTIFICATE
PROJECT; Power Play
COMPANY: Anadarko
CONTRACTOR: Weatherford PSS
CONTRACT NO.:
PRESSURE TEST NO.: PS-9234 DATE: 6-19-08
This is to certify that the pipeline or pipeiine section described below was hydrostatically tested in accordance with the Terms of the Specification.
accompanied by a controlled table of contents in order to ensure adequate revision control.
POWER PLAY CHARTS
WeatherfonT OPERATION: FLOW LINE HYDROSTATIC TEST DATE: 19-06-J UNE LOCATION: GB-260—, \ START TIME: 2200 HRS INSTRUMENT SSNM 944 V END TIME: 1123 HRS TEST ACCEPTED: BERNTHUDSON, RCI
18,000
17,000
16,000
15,000
14,000
13̂ )00
12,000
11,000
io,roo 9,000
CO 8,000 a
7,000
6,000
5,000
4,000
3,000
2,000
1,000'
0
-1,000
Save-Merval (dd - Irrmss AMPM): 00 -1200:05 AM
r
/ •
rf
i • /
if* I
r
I |
i. L T. /
! ..rf
120(100 18:00:00 00:00:00 19TO08 06:00:00 1200:00
--- — 112,00
110.00
108.00
-106.00
104.00
102,00
1 •100.00
H • • -98.00 i i
) l 96.00 i ; ; |
94.00 i |
/ i * 1
( i
-92.00 Si1-i |
/ i * 1
( i 90.00
1
/ ^ •88.00
86.00 1 X 1 1 1
• V i i
•84,00
82,00
i \ i
\ . . . -80,00 i
\ . . . 78,00 \ -76,00
74,00
72,00
WEATHERFORD REPRESENTATIVE:
KENNETH MOULDERJR. SIGNATURE/;
CLIENT REPRESENTATIVE:
BENNY HUDSON
SIGNATURE/DATE:
REPRESENTATIVE;,,-
'ATURE/DATC: 4h~P&&&
POWER PLAY CHARTS
WeatherfonT OPERATION: HIGH PRESSURE LEAK TEST AFTER ALL FINAL FLANGE UPS DATE: 10 J LOCATION: GB-260 START TIME: 21 55HRS INSTRUMENT SSN: 1944 END TIME: 2300 HRS TEST ACCEPTED: BENNY HUDSON, RCI
14,000.00
12,000.00
10,000.00
8,000.00
00 6,000.00 CL
4,000.00
2,000.00
0.00
Save-lnterval (dd - h:mm:ss AMPM): 00 -12:00:05 AM
Date Time Pressure Ambient Pipewail Near Shore Remarks
psiG Temp. 0 F Temp. 0 F Temp. 0 F
06.19.08
4:45 15214 79
5:00 15213 79
5:15 15212 79
5 JO 15210 79
5:45 15210 79
6:00 15209 79
6:15 15207 79
6:30 15207 79
6:45 15206 79
7:00 15204 79
7:15 15204 80
7:30 15203 80
7:45 15204 80
8:00 15202 81
8:15 15201 81
8:30 15201 81
8:45 15200 81
9:00 15200 82
9:15 15199 83
9:30 15197 83
9:45 15199 83
10:00 15199 85
10:15 15197 85
10:30 15197 86 End Hydro-Test @1100hrs 10:45 15197 86 6-19-08,Accepted by client 11:00 15196 86 as successful hydro-test 11:15 15194 81 Begin bleed down 1115
Weatherford WFT
Contractor Client Anadarko
Name: fan Moulder . a • . J J * i 1 — ? ~
Benny Hudson
Third Party
Date: 4'~
Page 2 14in sleds hydrotest.xls
Shres tha , Bimal
•From; Shrestha, Bimal "Sent: Wednesday, September 17, 2008 2:03 PM To: 'Davidson, Judy'
We received as-built reports for Segments 17329, 173330, 17331, 17332, 17333,17497, 17498. These pipelines were approved in three groups: 1. Segments 17329, 173330, 17331 2. Segments 17332, 17333 3. Segments 17497, 17498
Separate As-built reports should have been submitted for each group of pipelines. This is how we have filed paperworks in our office.
Please follow this procedure in future.
Problems:
1. Please submit 2 copies of as-built map for Segment 17331 with ASCII data points for the umbilical. 2. ForSegment 17329, 173330:
Please revise the plat map showing lengths from PLET to transition point and from PLET to touchdown point. 3. For Segment and 17332, 17333:
Please revise the plat map showing lengths from PLET to transition point and from PLET to touchdown point. 4. For hydrotest: You have submitted only one hydrotest for all of these pipelines. If you tested all pipelines together, please state so in writing Please send calibration certificate for Meter Serial no. 1944.
Pursuant to 30 CFR 150.1008(b), enclosed are the as-built location plats and an as-built diskette for the referenced pipelines in the Garden Banks Area. Also enclosed is the Hydrostatic Test Data prepared by Weatherford.
I f you should have any questions or need additional information, please call me at 832/636-1554.
Sincerely,
J i l l rowle r^ Regulatory Analyst
JF
Enclosures
AUG 2 0 2008
Pipeiine Qectior.
Weatherford PIPELINE & SPECIALTY SERVICES FORM FORM NUMBER:
5-4-GL-GL-PSS-00033 REV:
04 PAGE:
1 Ofl ORIGINAL ISSUE DATE:
05/27/2004 REVISION DATE:
06/27/2007 PREPARED BY:
BIRGIT THIELE
REVIEWED BY:
MALCOLM DUNCAN
APPROVED BY:
MALCOLM DUNCAN
APPROVED BY:
TITLE: HYDROSTATIC TESTING ACCEPTANCE CERTIFICATE
PROJECT: Power Play
COMPANY: Anadarko
CONTRACTOR: Weatherford PSS
CONTRACT NO.:
PRESSURE TEST NO.: PS-9234 DATE: 6-19-08
This is to certify that the pipeiine or pipeiine section described beiow was hydrostatically tested in accordance with the Terms of the Specification.
accompanied by a controlled table of contents in order to ensure adequate revision control.
POWER PLAY CHARTS OPERATION: FLOW LINE HYDROSTATIC TEST
DATE: 19-06-JUNE LOCATION: GB-260 START TIME: 2200 HRS INSTRUMENT SSN: 1944 END TIME: 1123 HRS TEST ACCEPTED: BENNY HUDSON, RCI
18,000
17,000
16,000
15,000
14,00)
13,000
12,000
11,000
10,000
9,000
7,000
Save+terval (dd-h:mm:ssAI#M): 00-1200:05AM
tr I i
i
•: i - y r v t
•H • l 1 l
•J r
. ... ^ " V y f A -s /
/ S T ~J • • \/ -
L^IIS i \ . .\
112110
110.00
108,00
106.00
104D0
102D0
100,00
^D0
96,00
94,00
92.00 ^
90i)0
mm 86.00
84iM
82.00
80i]0 im
76D0
74D0
72.00
120Q.00 18fl&D8 18:0a00 OttOOOO
19JD6JD8 06:(X):00 1200:00
WEATHERFORD REPRESENTATIVE:
KENNETH MOULDERJR. SIGNATURE/:
CLIENT REPRESENTATIVE:
BENNY HUDSON
SIGNATURE/DATE:
EPRESENTATIVg;,
ATURE/DAT^: /£->~P&&&
POWER PLAY CHARTS
WeatherfonT OPERATION: HIGH PRESSURE LEAK TEST AFTER ALL FINAL FLANGE UPS WeatherfonT DATE: 10 J LOCATION: GB-260 START TIME: 2155HRS INSTRUMENT SSN: 1944 END TIME: 2300 HRS TEST ACCEPTED: BENNY HUDSON, RCI
14,000.00
12,000.00
10,000.00
8,000.00
CO 6,000.00 Q.
4,000.00
2,000.00
0.00
Save-lnterval (dd - h:mm:ss AMPM): 00 -12:00:05 AM
pmum coomuAKs 2 THWUCH B2 m m posirms or rne ff.o.v. (morar OKRAIZD VEHKU} IOCWO AT THC pants OSm BOTH SfAWttoDCPS POSIWftm AMI oat (Mto SHORT BAsam) ACOUSTK posnmrn. cooRmAiti i. ei THROUGH es AK THt POSITIONS Of THt BOV (RtMItir Oi mTtD VfMCtt) lOCAltD AI THt POIHTS USING ( f t OOM tASOM) ACWSK TOSffWMWS SimtYCD COOITOINATtS TRANSfORUfD TfKM NADS3 (CPS DATIM) TO HAD27 (CHART DATUU) OSING NAOCOH W.m 2.T. IHC UHtW Of THt PIPIUMC IS CAICIAATTD OSNC SVBVtr COORDmitS AND tXClt/DtS RtSIR ItHCTHS. THIS DRAWING IS NOT fOR NAVIGATION. ONIY PfifUNCS AND ftAWPtS IN IHC lUUCBIATC VKmiT Of THt AS-BVIII ARC SHOWN. • DtNOTCS ANOOC (UAI HOT RCmStHI AU ANDOtS). TD DCNOTtS TOUCHDOWN, TRANS DtNOTtS TltAVSIim. CAIC DtNOTCS CAICUIAICD AHD H DCNOTtS HANC-OfT. SVRVTt OATC: UAT IS THROUGH MMC 9. 2001
CTRmtD CORRtCT AS 10 THC HOm/ON', POSITION Of THt AS-BVUT PIPtlINt BA ON THt SURVCT MfTHOOS NOTED.
HARK KBTH BmfKC BPIS /$09J 5 I A 7 r * , m S
MARK Kii i fH BUHRKE
POWER PLAY P R O J E C T AS-BUILT 4" & 7" PIPE-IN-PIPE PIPELINE
FROM BLOCK 302 TO BLOCK 260 GARDEN BANKS AREA
GULF OF MEXICO
HELIX •N|ikL.YS-H.l,'ll<>NS
FUGRO CHANCE INC. ~|ua C B O
MCO " l l l ^ i u l l l l i . i . . In l / t H I ( H i ) M l - V O '
GEODETIC DATUM NAI)27 PROJECIION: U.T.M. 15 (NORTH) GRID UNITS: US SURVEY FEET
TEET SCALE
MILES
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0.2 0.4 0,6 ^ssue No. i ld le Descripl lon Inter
i i i . , - , Drwn Chhd Apr«
4 i t / n / o s CLIENT COMMENTS i A HN MO
3 1 0 / 2 5 / 0 8 CLIENT COMMENTS EA HN MK
2 o ; / i i / 0 8 ; ILOW DIRfi:TION MM RN MB Job No.: 07-1465