Department of Commerce, Community, and Economic Development
Alaska Oil and Gas Conservation Commission
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HomeMy WebLinkAbout224-1211. Operations Susp Well Insp Plug Perforations Fracture Stimulate Pull Tubing Operations shutdown
Performed: Install Whipstock Perforate Other Stimulate Alter Casing Change Approved Program
Mod Artificial Lift Perforate New Pool Repair Well Coiled Tubing Ops Other: ESP Swap
Development Exploratory
Stratigraphic Service 6. API Number:
7. Property Designation (Lease Number): 8. Well Name and Number:
9. Logs (List logs and submit electronic data per 20AAC25.071): 10. Field/Pool(s):
11. Present Well Condition Summary:
Total Depth measured 21,369 feet N/A feet
true vertical 3,940 feet N/A feet
Effective Depth measured 21,367 feet 11,447'feet
true vertical 3,940 feet 3,940'feet
Perforation depth Measured depth See Schematic feet
True Vertical depth See Schematic feet
Tubing (size, grade, measured and true vertical depth)2-7/8" 6.5 / L-80 / EUE 8rd 11,407' 3,938'
Packers and SSSV (type, measured and true vertical depth)SLZXP LTP and N/A N/A See Above N/A
12. Stimulation or cement squeeze summary: N/A
Intervals treated (measured):
Treatment descriptions including volumes used and final pressure: N/A
13a.
Prior to well operation:
Subsequent to operation:
13b. Pools active after work:
15. Well Class after work:
Daily Report of Well Operations Exploratory Development Service Stratigraphic
Copies of Logs and Surveys Run 16. Well Status after work: Oil Gas WDSPL
Electronic Fracture Stimulation Data GSTOR GINJ SUSP SPLUG
Sundry Number or N/A if C.O. Exempt:
Authorized Name and
Digital Signature with Date: Contact Name:
Contact Email:
Authorized Title: Wells Manager Contact Phone:
8,830psi
5,020psi
5,750psi
9,190psi
11,634' 3,957'
Burst
N/A
Collapse
N/A
2,260psi
3,090psi
Liner
Liner
2,114'
7,807'
Casing
Conductor
3,954'
4-1/2"
13,561'
21,368' 3,940'
11,591'
3,916'Surface
Intermediate
20"
13-3/8"
9-5/8"
127'
3,870'
measured
TVD
9,020psi
5-1/2"
STATE OF ALASKA
ALASKA OIL AND GAS CONSERVATION COMMISSION
REPORT OF SUNDRY WELL OPERATIONS
224-121
50-029-23802-00-00
3800 Centerpoint Dr, Suite 1400
Anchorage, AK 99503
3. Address:
Hilcorp Alaska LLC
N/A
5. Permit to Drill Number:2. Operator Name 4. Well Class Before Work:
ADL025509, ADL355018 & ADL388235
MILNE POINT / SCHRADER BLUFF OIL
MILNE PT UNIT R-104
Plugs
Junk measured
Length
measured
true vertical
Packer
Representative Daily Average Production or Injection Data
Casing Pressure Tubing Pressure
14. Attachments (required per 20 AAC 25.070, 25.071, & 25.283)
2,204
Gas-Mcf
MD
127'
0
Size
127'
2,263'
0450410
0 00
385
324-679
Sr Pet Eng:
8,540psi
Sr Pet Geo: Sr Res Eng:
WINJ WAG
0
Water-BblOil-Bbl
17. I hereby certify that the foregoing is true and correct to the best of my knowledge.
N/A
Taylor Wellman
twellman@hilcorp.com
907-777-8449
Form 10-404 Revised 10/2022 Due Within 30 days of Operations Submit in PDF format to aogcc.permitting@alaska.gov
By Grace Christianson at 11:26 am, Jan 16, 2025
Digitally signed by Taylor
Wellman (2143)
DN: cn=Taylor Wellman (2143)
Date: 2025.01.16 10:20:36 -
09'00'
Taylor Wellman
(2143)
JJL 2/7/25
RBDMS JSB 012825
SFD 2/10/2025 DSR-1/16/25
_____________________________________________________________________________________
Revised By: TDF 1/14/2025
SCHEMATIC
Milne Point Unit
Well: MPU R-104
Last Completed: 11/11/2024
PTD: 224-121
TD =21,369’(MD) / TD =3,940’(TVD)
4
20”
Orig. KB Elev.: 63.75’ / GL Elev.: 16.8’
9-5/8”
11/12
5
2/3/4
13
13-3/8”
10
1
5-1/2”
2
3
See
Screen/
Liner
Detail
PBTD =21,367’(MD) / PBTD = 3,940’(TVD)
PB1:
11850’ –
12082’
9
8
5/6/72-7/8”
4-1/2”
CASING DETAIL
Size Type Wt/ Grade/ Conn ID Top Btm BPF
20" Conductor 129.5 / X56 / Weld N/A Surface 127’ N/A
13-3/8” Surface 68 / L-80 / CDC 12.415 Surface 3,916’ 0.1497
9-5/8” Intermediate 40 / L-80 / BTC 8.835 Surface 11,634’ 0.0758
5-1/2” Liner 100ђ Screens 20 / L-80 / EZGO HT 4.892 11,447’ 13,561’ 0.0222
4-1/2” Liner 100ђ Screens 13.5 / L-80 / Hyd 625 3.920 13,561’ 21,368’ 0.0149
TUBING DETAIL
2-7/8" Tubing 6.5# / L-80 / EUE 8-Rd 2.441 Surface 11,438’ 0.0058
OPEN HOLE / CEMENT DETAIL
42” 20 yds
16" Lead – 1617 sx / Tail – 598 sx
12-1/4” Lead – 579 sx / Tail – 272 sx
8-1/2” Uncemented Screen Liner
WELL INCLINATION DETAIL
KOP @ 158’
90° Hole Angle = @ 11,850’
TREE & WELLHEAD
Tree Cameron 3-1/8" 5M w/ 3-1/8” 5M Cameron Wing
Wellhead FMC 13-5/8” 5K w/ (2) 2-1/16” 5K outs
GENERAL WELL INFO
API: 50-029-23802-00-00
Completion Date: 11/26/2024
JEWELRY DETAIL
No. Top MD Item ID
1 151’ 2-7/8” x 1” BK-2 GLM w/ DPSOV 2.440”
2 11,329’ Discharge Sub – Vigilant 2-7/8”
3 11,329.6’ Discharge Bolt – on 2-7/8”
4 11,330’ Pump: 538, SJ2800
5 11,354’ Pump Intake GS, 538 TDM H2X (SS)
6 11,361’ Upper Tandem Seal: 513 Series
7 11,370’ Lower Tandem Seal: 513 Series
8 11,379’’ Motor: 562 Series, KMS2, 360HP / 3175V / 70A
9 11,403’ Sensor: 177C 8KPSI, 2x Pres, Temp, Vib
10 11,405’ Anode Centralizer – Btm @ 11,407’
11 11,447’ SLZXP LTP / Liner Hanger Lap ~178’ 6.190”
12 11,469 7” H563 x 5.5” JFE Bear XO 4.870”
13 21,367’ Shoe
5-1/2” x 4-1/2” SCREEN LINER DETAIL
Size Top (MD) Top (TVD) Btm (MD) Btm (TVD)
5-1/2” 11,598’ 13,561’ 3,955’ 3,954
4-1/2” 13,562’ 13,976’ 3,954’ 3,966’
4-1/2” 14,138’ 16,856’ 3,967’ 3,953’
4-1/2” 17,138’ 17,837’ 3,972’ 3,951’
4-1/2” 17,959’ 21,329’ 3,951’ 3,940’
Well Name Rig API Number Well Permit Number Start Date End Date
MP R-104 ASR 50-029-023802-00-00 224-121 12/9/2024 12/14/2024
12/6/2024 - Friday
No operations to report.
12/4/2024 - Wednesday
Hilcorp Alaska, LLC
Weekly Operations Summary
No operations to report.
12/5/2024 - Thursday
No operations to report.
Completed BOPE testing w/ two fail/pass tests. Fill pits W/ KWF. Hang ESP sheave and elephant trunk. Pull CTS and BPV.
BOLDS. Pull hanger to the floor. Connector tested bad. Cut cable. Cable test good, balanced phase to phase. Sensor showing
downhole reading. POOH T/ 11,238'. L/D GLM and 1 joint. Load GLM w/ DPSOV. RIH T/ 11,359. P/U M/U hanger. Complete
hanger splice. Land Hanger while testing cable as landed. RILDS. End of ESP = 11,406'. P/U Tee bar install BPV. Remove 9.0 ppg
brine from pits. Begin rigging down. Layover derrick on headache rack. Scope in leveling jacks. Remove all fluid lines from rig.
Pull rig off mudboat & stage for F-pad. Stage mud boat on F- pad. Secure accumulator lines. Remove catwalk & accumulator
hose suitcase. Spot in crane. Fly spools & rig floor. Secure rig floor on transport trailer.Rig released from R-104 at 23:59 on 12-
11-2024.
No operations to report.
12/7/2024 - Saturday
Rig accepted at 20:30 on 12-09-2024Test BOPE as per approve sundry. Test to 250 psi low & 2,500 psi high for 5/5 charted
mins. AOGCC waived witness to testing. *** Cont. WSR on 12-10-2024 ***
12/10/2024 - Tuesday
12/8/2024 - Sunday
No operations to report.
12/9/2024 - Monday
Well Name Rig API Number Well Permit Number Start Date End Date
MP R-104 Wellhead 50-029-023802-00-00 224-121 12/9/2024 12/14/2024
12/13/2024 - Friday
No operations to report.
12/11/2024 - Wednesday
Hilcorp Alaska, LLC
Weekly Operations Summary
Land 13 X 4-1/2" ESP tubing hanger RILDS then set BPV, Rig Demobed off well Nipple up adapter and tree post ASR rig move.
Tested adapter to 500 / 5000 PSI for 10 mins. Pulled BPV with dry rod.
12/12/2024 - Thursday
No operations to report.
No operations to report.
MPU Well Support got well post RWO and Phase 3 weather. Tied well into process,PT'd surface lines and serviced wellhead.
Released well to I&E Group for tie-in/FCO.
12/14/2024 - Saturday
No operations to report.
12/17/2024 - Tuesday
12/15/2024 - Sunday
No operations to report.
12/16/2024 - Monday
David Douglas Hilcorp Alaska, LLC
Sr. Geotechnician 3800 Centerpoint Drive, Suite 1400
Anchorage, AK 99503
Tele: (907) 777-8337
E-mail: david.douglas@hilcorp.com
Please acknowledge receipt by signing and returning one copy of this transmittal.
Received By: Date:
Date: 12/18/2024
To: Alaska Oil & Gas Conservation Commission
Natural Resource Technician
333 W 7th Ave Suite 100
Anchorage, AK 99501
DATA TRANSMITTAL:
WELL: MPU R-104 + PB1
PTD: 224-121
API: 50-029-23802-00-00 (MPU R-104)
API: 50-029-23802-70-00 (MPU R-104PB1)
FINAL LWD FORMATION EVALUATION + GEOSTEERING (10/28/2024 to 11/23/2024)
x ROP, BaseStar & ABG GR, ResiStar & StrataStar Resistivity (2” & 5” MD/TVD Color Logs)
x Final Definitive Directional Survey
x Final Geosteering and EOW Report/Plots
SFTP Transfer – Main Folders:
FINAL LWD Subfolders:
FINAL Geosteering Subfolders: g
Please include current contact information if different from above.
T39888
T39889
Gavin Gluyas Digitally signed by Gavin Gluyas
Date: 2024.12.19 08:04:19 -09'00'
1. Type of Request: Abandon Plug Perforations Fracture Stimulate Repair Well Operations shutdown
Suspend Perforate Other Stimulate Pull Tubing Change Approved Program
Plug for Redrill Perforate New Pool Re-enter Susp Well Alter Casing Other: ESP Swap
2.Operator Name: 4.Current Well Class:5.Permit to Drill Number:
Exploratory Development
3.Address:Stratigraphic Service
6. API Number:
7. If perforating:8.Well Name and Number:
What Regulation or Conservation Order governs well spacing in this pool?
Yes No
9.Property Designation (Lease Number):10.Field:
11.
Total Depth MD (ft): Total Depth TVD (ft): Effective Depth MD: Effective Depth TVD: Junk (MD):
21,369'N/A
Casing Collapse
Conductor N/A
Surface 2,260psi
Intermediate 3,090psi
Liner 8,830psi
Liner 8,540psi
Packers and SSSV Type: Packers and SSSV MD (ft) and TVD (ft):
12. Attachments: Proposal Summary Wellbore schematic 13. Well Class after proposed work:
Detailed Operations Program BOP Sketch Exploratory Stratigraphic Development Service
14. Estimated Date for 15. Well Status after proposed work:
Commencing Operations: OIL WINJ WDSPL Suspended
16.Verbal Approval: Date: GAS WAG GSTOR SPLUG
AOGCC Representative: GINJ Op Shutdown Abandoned
Contact Name:
Contact Email:
Contact Phone:
Authorized Title: Wells Manager
Conditions of approval: Notify AOGCC so that a representative may witness Sundry Number:
Plug Integrity BOP Test Mechanical Integrity Test Location Clearance
Other Conditions of Approval:
Post Initial Injection MIT Req'd? Yes No
APPROVED BY
Approved by: COMMISSIONER THE AOGCC Date:
Comm. Comm. Sr Pet Eng Sr Pet Geo Sr Res Eng
11,447 MD/ 3,942 TVD aqnd N/A
Taylor Wellman
twellman@hilcorp.com
907-777-8449
21,368'
Perforation Depth MD (ft):
13,561'
See Schematic
7,807'
See Schematic 2-7/8"
3,940'4-1/2"
127' 20"
13-3/8"
9-5/8"
3,870'
5-1/2"2,114'
11,591'
MD
N/A
9,190psi
5,020psi
5,750psi
2,263'
3,957'
3,954'
3,916'
11,634'
Length Size
Proposed Pools:
127' 127'
6.5 / L-80 / EUE 8rd
TVD Burst
11,438'
9,020psi
STATE OF ALASKA
ALASKA OIL AND GAS CONSERVATION COMMISSION
APPLICATION FOR SUNDRY APPROVALS
20 AAC 25.280
ADL025509, ADL355018 & ADL388235
224-121
3800 Centerpoint Dr, Suite 1400 Anchorage, AK 99503 50-029-23802-00-00
Hilcorp Alaska LLC
477.005
AOGCC USE ONLY
Tubing Grade: Tubing MD (ft):Perforation Depth TVD (ft):
12/10/2024
SLZXP LTP and N/A
Subsequent Form Required:
Suspension Expiration Date:
Will perfs require a spacing exception due to property boundaries?
Current Pools:
MPSP (psi): Plugs (MD):
17. I hereby certify that the foregoing is true and the procedure approved herein will not be deviated from without prior written approval.
Authorized Name and
Digital Signature with Date:
Tubing Size:
PRESENT WELL CONDITION SUMMARY
MILNE PT UNIT R-104
MILNE POINT SCHRADER BLUFF OIL N/A
3,940' 21,367' 3,940' 1,230 N/A
No
Form 10-403 Revised 06/2023 Approved application valid for 12 months from date of approval.Submit PDF to aogcc.permitting@alaska.gov
Digitally signed by Taylor
Wellman (2143)
DN: cn=Taylor Wellman (2143)
Date: 2024.12.02 15:22:04 -
09'00'
Taylor Wellman
(2143)
By Grace Christianson at 3:48 pm, Dec 02, 2024
324-679
* BOPE pressure test to 2500 psi.
MGR02DEC24
10-404
12/10/2024
SFD 12/2/2024*&:
Jessie L.
Chmielowski
Digitally signed by Jessie L.
Chmielowski
Date: 2024.12.06 08:31:45 -09'00'12/06/24
RBDMS JSB 121324
ESP Swap
Well: MPU R-104
Date: 12/02/2024
Well Name:MPU R-104 API Number:50-029-23802-00-00
Current Status:SI – ESP Grounded Pad:R-Pad
Estimated Start Date:12/10/24 Rig:ASR
Reg. Approval Req’d?Yes Date Reg. Approval Rec’vd:-
Regulatory Contact:Tom Fouts Permit to Drill Number:224-121
First Call Engineer:Taylor Wellman (907) 777-8449 (O) (907) 947-9533 (M)
Second Call Engineer:Todd Sidoti (907) 777-8443 (O) (907) 632-4113 (M)
AFE Number:241-00152.05 Job Type:ESP Swap
Current Bottom Hole Pressure:1,624 psi @ 3,942’ TVD Recently Drilled (11/30/24) |8.0 PPGE
Kill Weight Brine: 9.0 PPGE to be used for RWO (ESP never
unloaded wellbore)
MPSP:1,230 psi (0.1 psi/ft gas gradient)
Max Inclination: 94° @ 12,311’ MD (Reaches >70 deg at ±2,400’ MD)
Brief Well Summary:
MPU R-104 is a Schrader Oa production well that was drilled and completed on 11/26/2024. The ESP
deployment went smoothly with no noted hangups encountered. The ESP electrical checks all passed every
2,000’ and when landed. Upon startup of the ESP, the drive shutdown after 20 minutes and then the ESP
became grounded electrically downhole during the restart attempt. Diagnostics indicate a deep electrical fault
at/near the motor.
Objectives:
Pull failed ESP completion, diagnose cause of failure and run new ESP completion.
Notes Regarding Wellbore Condition:
- 9-5/8” casing test to 1,500 psi on 11/24/2024
- 9-5/8” casing test to 3,000 psi on 11/15/2024
Pre-Rig Procedure (Non Sundried Work)
Slickline
1. RU slickline, pressure test PCE to 250psi low / 2,500psi high.
2. Pull DPSOV and set dummy valve in upper GLM at 151’ MD.
3. RDMO.
Pumping & Well Support
1. Clear and level pad area in front of well. Spot rig mats and containment.
2. RD well house and flowlines. Clear and level area around well.
3. RU Little Red Services. RU reverse out skid and 500 barrel returns tank.
4. Pressure test lines to 3,000 psi.
5. Circulate out freeze protect from the IA and the tubing by pumping 9.0 PPG brine taking returns up
the tbg and then the casing to 500 barrel returns tank.
a. Freeze protect volumes pumped: Tbg - 30 bbls / IA – 189 bbls.
b.Note that 9.0 PPG brine to be used as this matches the completion fluid in the well. The
ESP never unloaded the wellbore.
ESP Swap
Well: MPU R-104
Date: 12/02/2024
6. Confirm well is dead. Contact operations engineer if freeze protection is needed prior to ASR
arrival.
7. RD Little Red Services and reverse out skid.
8. Set BPV. ND tree. NU BOPE.
Brief RWO Procedure (Begin Sundried Work)
1. MIRU Hilcorp ASR #1 WO Rig, ancillary equipment, and lines to 500 barrel returns tank.
2. Check for pressure and if 0 psi set CTS plug. If needed, bleed off any residual pressure off tubing
and casing.
a. If needed, kill well with 9.0 PPG brine prior to setting CTS.
3. Test BOPE to 250 psi low/ 2,500 psi high. Test annular to 250 psi low/ 2,500 psi high (hold each
ram/valve and test for 5-min). Record accumulator pre-charge pressures and chart tests.
a. Perform test per ASR 1 BOP Test Procedure
b. Notify AOGCC 24 hours in advance of BOP test.
c. Confirm test pressures per the Sundry conditions of approval.
d. Test VBR rams on 2-7/8” test joint.
e. Submit to AOGCC completed 10-424 form within 5 days of BOPE test.
4. Bleed any pressure on casing to the returns tank. Pull CTS plug. Bleed any pressure off tubing to the
returns tank. Kill well with produced water as needed. Pull BPV.
a. If indications show pressure underneath BPV, lubricate out BPV.
5. Call out Summit for ESP pull.
6. RU spoolers to handle ESP cable.
7. MU landing joint or spear, BOLDS, PU on the tubing hanger.
a. Tubing hanger is an FMC 11” x 4-1/2” TCII thread.
b. 2024 tubing PU weight on Parker 273 (Block wt 45k) recorded as 62 kip. Slack off weight
recorded as 58 kip.
c. 2-7/8” L-80 EUE yield is 144 kip.
8. Confirm hanger free, lay down tubing hanger.
a. Check the penetrator for damage and the ESP cable for electrical continuity. If the
penetrator is deemed to be the failure point, contact OE Taylor Wellman for discussion
907-947-9533. Decision to replace and re-land may be made.
9. POOH and lay down the 2-7/8” tubing.
a. Pulling speed to be reduced as per Summit recommendation to minimize chances for
rupturing seals.
b.High priority to inspect cable and MLE for damage. Note depths and description in
report. If cable damage is found in top ±1,000’ MD (±1,000’ TVD of seals movement) of
cable pulled, possibility to cut, splice and re-run ESP will be considered.
c. All tubing to be re-used.
d. Summit will direct which components need to be replaced and which will be re-run based
on failure point identified and which test electrically.
e. Recorded Clamp Totals:
i. Canon Clamps: 191
ii. Pump Clamps: 6
ESP Swap
Well: MPU R-104
Date: 12/02/2024
iii. Protectolizers: 3
iv. MLE Splice Clamp: 1
10. Lay Down ESP.
11. RIH with new 2-7/8” 6.5# L-80 ESP completion to +/- 11,438’ and obtain string weights.
a. Check electrical continuity every 1000’.
b. Note PU and SO weights on tally.
c. Watch for any unanticipated weight changes and make note in the report.
d. Install ESP clamps per Summit, and cross coupling clamps every joint.
i.Contingency: If cable damage is observed and deemed to be the failure, use of
multiple mid-joint clamps may be required from ±800 – 1,800’ MD.
ii.Contingency: Backup pump set depth (bottom of ESP completion) at ±10,845’
MD.
Nom. Size Length Item Lb/ft Material Notes
5.62 2 Centralizer 4 ±11,438’
4.52 4 Intake Sensor 30
5.62 28 Motor - 360HP 80
5.13 9 Lower Tandem Seal 38
5.13 9 Upper Tandem Seal 38
5.38 8 Gas Separator 52
5.38 24 Pumps – 538 SJ2800 45
4.5 1.5 Ported Discharge Head 13 L-80
2.44 10 2-7/8" EUE 8rd Pup Jt 6.5 L-80
2-7/8" 330 jts of 2-7/8" EUE 8rd Jt 6.5 L-80
2-7/8"10 2-7/8" EUE 8rd Pup Jt 6.5 L-80
2-7/8"8 2-7/8" x 1" GLM, 1/4" OV 6.5 L-80 ±150’
2-7/8"10 2-7/8" EUE 8rd Pup Jt 6.5 L-80
2-7/8" 90 2-7/8" EUE 8rd Jt 6.5 L-80
2-7/8" 10 Space out pup 6.5 L-80
2-7/8" 30 Tubing Hanger with full joint 6.5 L-80
12. Land tubing hanger and RILDS. Use extra caution to not damage cable.
a. Test ESP electrically.
13. Lay down landing joint.
14. Set BPV.
15. RDMO ASR.
Post-Rig Procedure:
Well Support
1. RD mud boat. RD BOPE house. Move to next well location.
2. RU crane. ND BOPE, set CTS plug, and NU tree.
3. Test tubing hanger void to 500 psi low/5,000 psi high. Pull CTS and BPV.
ESP Swap
Well: MPU R-104
Date: 12/02/2024
4. Test ESP electrically.
5. RD crane. Move 500 bbl returns tank and rig mats to next well location.
6. RU well house and flowlines.
Attachments:
1. Current Wellbore Schematic
2. Proposed Wellbore Schematic
3. BOPE Schematic
_____________________________________________________________________________________
Revised By: JNL 12/2/2024
SCHEMATIC
Milne Point Unit
Well: MPU R-104
Last Completed: 11/26/2024
PTD: 224-121
TD =21,369’(MD) / TD =3,940’(TVD)
4
20”
Orig. KB Elev.: 63.75’ / GL Elev.: 16.8’
9-5/8”
11/12
5
2/3/4
13
13-3/8”
10
1
5-1/2”
2
3
See
Screen/
Liner
Detail
PBTD =21,367’(MD) / PBTD = 3,940’(TVD)
PB1:
11850’ –
12082’
9
8
5/6/72-7/8”
4-1/2”
CASING DETAIL
Size Type Wt/ Grade/ Conn ID Top Btm BPF
20" Conductor 129.5 / X56 / Weld N/A Surface 127’ N/A
13-3/8” Surface 68 / L-80 / CDC 12.415 Surface 3,916’ 0.1497
9-5/8” Intermediate 40 / L-80 / BTC 8.835 Surface 11,634’ 0.0758
5-1/2” Liner 100ђ Screens 20 / L-80 / EZGO HT 4.892 11,447’ 13,561’ 0.0222
4-1/2” Liner 100ђ Screens 13.5 / L-80 / Hyd 625 3.920 13,561’ 21,368’ 0.0149
TUBING DETAIL
2-7/8" Tubing 6.5# / L-80 / EUE 8-Rd 2.441 Surface 11,438’ 0.0058
OPEN HOLE / CEMENT DETAIL
42” 20 yds
16" Lead – 1617 sx / Tail – 598 sx
12-1/4” Lead – 579 sx / Tail – 272 sx
8-1/2” Uncemented Screen Liner
WELL INCLINATION DETAIL
KOP @ 158’
90° Hole Angle = @ 11,850’
TREE & WELLHEAD
Tree Cameron 3-1/8" 5M w/ 3-1/8” 5M Cameron Wing
Wellhead FMC 13-5/8” 5K w/ (2) 2-1/16” 5K outs
GENERAL WELL INFO
API: 50-029-23802-00-00
Completion Date: 11/26/2024
JEWELRY DETAIL
No. Top MD Item ID
1 151’ 2-7/8” x 1” BK-2 GLM w/ DPSOV 2.450”
2 11,360’ Discharge Sub – Vigilant 2-7/8”
3 11,361’ Discharge Bolt – on 2-7/8”
4 11,361’ Pump: 538, SJ2800
5 11,385’ Pump Intake GS, 538 TDM H2X (SS)
6 11,392’ Upper Tandem Seal: 513 Series
7 11,401’ Lower Tandem Seal: 513 Series
8 11,410’ Motor: 562 Series, KMS2, 360HP / 3175V / 70A
9 11,434’ Sensor: 177C 8KPSI, 2x Pres, Temp, Vib
10 11,436’ Anode Centralizer
11 11,447’ SLZXP LTP / Liner Hanger Lap ~178’ 6.190”
12 11,469 7” H563 x 5.5” JFE Bear XO 4.870”
13 21,367’ Shoe
5-1/2” x 4-1/2” SCREEN LINER DETAIL
Size Top (MD) Top (TVD) Btm (MD) Btm (TVD)
5-1/2” 11,598’ 13,561’ 3,955’ 3,954
4-1/2” 13,562’ 13,976’ 3,954’ 3,966’
4-1/2” 14,138’ 16,856’ 3,967’ 3,953’
4-1/2” 17,138’ 17,837’ 3,972’ 3,951’
4-1/2” 17,959’ 21,329’ 3,951’ 3,885’
_____________________________________________________________________________________
Revised By: TDF 12/2/2024
PROPOSED
Milne Point Unit
Well: MPU R-104
Last Completed: 11/26/2024
PTD: 224-121
TD =21,369’(MD) / TD =3,940’(TVD)
4
20”
Orig. KB Elev.: 63.75’ / GL Elev.: 16.8’
9-5/8”
11/12
5
2/3/4
13
13-3/8”
10
1
5-1/2”
2
3
See
Screen/
Liner
Detail
PBTD =21,368’(MD) / PBTD = 3,940’(TVD)
9
8
5/6/7
4-1/2”
PB1:
11,850’ to
12,082’
CASING DETAIL
Size Type Wt/ Grade/ Conn ID Top Btm BPF
20" Conductor 129.5 / X56 / Weld N/A Surface 127’ N/A
13-3/8” Surface 68 / L-80 / CDC 12.415 Surface 3,916’ 0.1497
9-5/8” Intermediate 40 / L-80 / BTC 8.835 Surface 11,634’ 0.0758
5-1/2” Liner 100ђ Screens 20 / L-80 / EZGO HT 4.778 11,447’ 13,561’ 0.0222
4-1/2” Liner 100ђ Screens 13.5 / L-80 / Hyd 625 3.920 13,561’ 21,368’ 0.0149
TUBING DETAIL
2-7/8" Tubing 6.5# / L-80 / EUE 8-Rd 2.441 Surface ±XX,XXX’ 0.0058
OPEN HOLE / CEMENT DETAIL
42” 20 yds
16" Lead – 1,617 sx / Tail – 598 sx
12-1/4” Lead – 579 sx / Tail – 272 sx
8-1/2” Uncemented Screen Liner
WELL INCLINATION DETAIL
KOP @ 215’
90° Hole Angle = @ 11,700’
TREE & WELLHEAD
Tree Cameron 3-1/8" 5M w/ 3-1/8” 5M Cameron Wing
Wellhead FMC 13-5/8” 5K w/ (2) 2-1/16” 5K outs
GENERAL WELL INFO
API: 50-029-23802-00-00
Completion Date: 11/26/2024
JEWELRY DETAIL
No. Top MD Item ID
1 ±XXX’ 3-1/2” x 1” BK-2 GLM w/ 1” SOV 2.915”
2 ±XX,XXX’ Ported Pressure Sub:
3 ±XX,XXX’ Discharge Head:
4 ±XX,XXX’ Pump:
5 ±XX,XXX’ Gas Separator:
6 ±XX,XXX’ Upper Tandem Seal:
7 ±XX,XXX’ Lower Tandem Seal:
8 ±XX,XXX’ Motor:
9 ±XX,XXX’ Sensor, w/ Discharge
10 ±XX,XXX’ Centralizer / Anode: Bottom @ ±XX,XXX’ MD
11 11,447’ SLZXP LTP / Liner Hanger Lap ~178’ 6.190”
12 11,469 7” H563 x 5.5” JFE Bear XO 4.870”
13 21,368’ Shoe
5-1/2” x 4-1/2” SCREEN LINER DETAIL
Size Top (MD) Top (TVD) Btm (MD) Btm (TVD)
5-1/2” 11,598’ 13,561’ 3,955’ 3,954
4-1/2” 13,562’ 13,976’ 3,954’ 3,966’
4-1/2” 14,138’ 16,856’ 3,967’ 3,953’
4-1/2” 17,138’ 17,837’ 3,972’ 3,951’
4-1/2” 17,959’ 21,329’ 3,951’ 3,885’
Milne Point
ASR 13-5/8” BOP
11/8/2024
13 5/8" 5M
Hydril or Shaffer
CIW or Sh affer
13 5/8" 5M
2 1/16" 5M Kill Valves
Manual and M anual
2 1/16" 5M Choke Valves
Manual and HCR
3 1/2" x 5 1/2" VBR Rams
Blinds
Spacer Spool 13 5/8" 5M x 13 5/8" 5M
From:Rixse, Melvin G (OGC)
To:AOGCC Records (CED sponsored)
Subject:20241119 1623 Verbal Approval to Extend the TD MPU R-104 PTD 224-121
Date:Tuesday, November 19, 2024 5:07:58 PM
Attachments:Hilcorp_MPU_R-104 Verbal Approval to Extend.pdf
From: Rixse, Melvin G (OGC)
Sent: Tuesday, November 19, 2024 4:23 PM
To: Frank Roach <Frank.Roach@hilcorp.com>
Subject: Verbal Approval to Extend the TD MPU R-104 PTD 224-121
Frank,
See attached for approval to extend.
Mel Rixse
Senior Petroleum Engineer (PE)
Alaska Oil and Gas Conservation Commission
907-793-1231 Office
907-297-8474 Cell
CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, contains information from the Alaska Oil and Gas
Conservation Commission (AOGCC), State of Alaska and is for the sole use of the intended recipient(s). It may contain
confidential and/or privileged information. The unauthorized review, use or disclosure of such information may violate state or
federal law. If you are an unintended recipient of this e-mail, please delete it, without first saving or forwarding it, and, so that the
AOGCC is aware of the mistake in sending it to you, contact Mel Rixse at (907-793-1231 ) or (Melvin.Rixse@alaska.gov).
By Grace Christianson at 9:18 am, Nov 12, 2024
Digitally signed by Sean
McLaughlin (4311)
DN: cn=Sean McLaughlin (4311)
Date: 2024.11.11 14:36:02 -
09'00'
Sean
McLaughlin
(4311)
324-646
Mel Rixse - Senior Petroleum Engineer
19-NOV-2024Yes
SFD 11/12/2024
10-407 for the initial
completion report.
MGR12NOV24 DSR=11/19/24
* BOPE test to 3000 psi. Annular to 2500 psi.
1
Joseph Lastufka
From:Frank Roach
Sent:Monday, November 11, 2024 1:10 PM
To:Rixse, Melvin G (OGC); Davies, Stephen F (OGC)
Cc:Joseph Lastufka
Subject:RE: [EXTERNAL] RE: MPU R-104 (PTD 224-121) Extension of TD Question
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Hilcorp Alaska, LLC
͘͏͖ϟ͔͓͗ϟ͑͒͑͐ϙıĺæĖīô
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From: Rixse, Melvin G (OGC) <melvin.rixse@alaska.gov>
Sent: Friday, November 8, 2024 15:35
To: Frank Roach <Frank.Roach@hilcorp.com>; Davies, Stephen F (OGC) <steve.davies@alaska.gov>
Cc: Joseph Lastufka <Joseph.Lastufka@hilcorp.com>
Subject: [EXTERNAL] RE: MPU R-104 (PTD 224-121) Extension of TD Question
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104 SFD
2
From: Frank Roach <Frank.Roach@hilcorp.com>
Sent: Friday, November 8, 2024 11:20 AM
To: Rixse, Melvin G (OGC) <melvin.rixse@alaska.gov>; Davies, Stephen F (OGC) <steve.davies@alaska.gov>
Cc: Joseph Lastufka <Joseph.Lastufka@hilcorp.com>
Subject: MPU R-104 (PTD 224-121) Extension of TD Question
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CAUTION: This email originated from outside the State of Alaska mail system. Do not click links or open
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Hilcorp Alaska, LLC
͘͏͖ϟ͔͓͗ϟ͑͒͑͐ϙıĺæĖīô
͘͏͖ϟ͖͖͖ϟ͓͗͐͒ϙĺċċĖèô
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6WDQGDUG3URSRVDO5HSRUW
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3ODQ0385ZS
+LOFRUS$ODVND//&
0LOQH3RLQW
03W5DYHQ3DG
5LJ0385
0385
-85008501700255034004250True Vertical Depth (1700 usft/in)3400 4250 5100 5950 6800 7650 8500 9350 10200 11050 11900 12750 13600 14450 15300 16150 17000 17850 18700 19550Vertical Section at 302.41° (1700 usft/in)R-104 wp04 tgt1R-104 wp04 tgt2R-104 wp04 tgt3R-104 wp04 tgt4R-104 wp04 tgt5R-104 wp04 tgt6R-104 wp04 tgt7R-104 wp04 tgt8R-104 wp04 tgt9R-104 wp04 tgt10R-104 wp04 tgt11R-104 wp04 tgt12R-104 wp04 tgt13R-104 wp04 tgt1R-104 wp05 tgt15 - textended t45004657MPU R-1049 5/8" x 12 1/4"4 1/2" x 8 1/2"500055006000650070007500800085009000950010000105001100011500120 00
12500
13000
13500
14000
14500
150001550016000165001700017500
1 8000185001900019500200002050021369MPU R-104 wp05Start Dir 0.08º/100' : 4656.74' MD, 2431.27'TVD : 94.29° RT TFEnd Dir : 9388.22' MD, 3523.86' TVDStart Dir 4º/100' : 11043.15' MD, 3909.42'TVDEnd Dir : 11258.53' MD, 3943.96' TVDBegin Geo-SteeringLA3UG_MBSB_NaSB_OaHilcorp Alaska, LLCCalculation Method:Minimum CurvatureError System:ISCWSAScan Method: Closest Approach 3DError Surface: Ellipsoid SeparationWarning Method: Error RatioWELL DETAILS: Rig: MPU R-10416.80+N/-S+E/-WNorthingEastingLatittudeLongitude0.000.006033332.39 540483.86 70° 30' 7.2079 N 149° 40' 7.9150 WSURVEY PROGRAMDate: 2024-09-12T00:00:00 Validated: Yes Version: Depth From Depth To Survey/Plan Tool215.39 3976.87 MPU R-104 GYD_Quest GWD Surface (MPU R-104) GYD_Quest GWD4034.72 4656.74 MPU R-104 Intermediate MWD (MPU R-104) 3_MWD+IFR2+MS+S4656.74 11535.00 MPU R-104 wp05 (MPU R-104) GYD_Quest GWD11535.00 21369.23 MPU R-104 wp05 (MPU R-104) GYD_Quest GWDFORMATION TOP DETAILSTVDPath TVDssPath MDPath Formation1391.75 1328.00 1476.66 MP_SV51881.75 1818.00 2386.96 Base Permafrost2067.75 2004.00 3120.75 MP_SV12355.75 2292.00 4323.09 UG4A3357.75 3294.00 8674.38 LA33569.75 3506.00 9585.21 UG_MB3831.75 3768.00 10709.77 SB_Na3957.75 3894.00 11416.74 SB_OaREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Rig: MPU R-104, True NorthVertical (TVD) Reference:MPU R-104 as built @ 63.75usftMeasured Depth Reference:MPU R-104 as built @ 63.75usftCalculation Method:Minimum CurvatureProject:Milne PointSite:M Pt Raven PadWell:Rig: MPU R-104Wellbore:MPU R-104Design:MPU R-104 wp05CASING DETAILSTVD TVDSS MD SizeName3967.90 3904.15 11535.00 9-5/8 9 5/8" x 12 1/4"3973.75 3910.00 21369.36 4-1/2 4 1/2" x 8 1/2"SECTION DETAILSSec MD Inc Azi TVD +N/-S +E/-W Dleg TFace VSect Target Annotation1 4656.74 76.78 298.56 2431.27 1681.19 -2849.79 0.00 0.00 3306.96 Start Dir 0.08º/100' : 4656.74' MD, 2431.27'TVD : 94.29° R2 9388.22 76.53 302.42 3523.86 4016.42 -6816.13 0.08 94.29 7907.09 End Dir : 9388.22' MD, 3523.86' TVD3 11043.15 76.53 302.42 3909.42 4879.20 -8174.71 0.00 0.00 9516.48 Start Dir 4º/100' : 11043.15' MD, 3909.42'TVD4 11258.53 85.00 304.00 3943.96 4995.55 -8352.38 4.00 10.58 9728.84 End Dir : 11258.53' MD, 3943.96' TVD5 11508.53 85.00 304.00 3965.75 5134.81 -8558.86 0.00 0.00 9977.79 R-104 wp04 tgt16 11823.96 92.88 303.87 3971.57 5310.73 -8820.32 2.50 -0.97 10292.827 12390.82 92.88 303.87 3943.04 5626.22 -9290.41 0.00 0.00 10858.788 12521.49 90.00 305.40 3939.75 5700.45 -9397.87 2.50 151.99 10989.29 R-104 wp04 tgt29 12694.01 86.26 303.25 3945.38 5797.66 -9540.23 2.50 -150.14 11161.5810 12746.43 86.26 303.25 3948.80 5826.34 -9583.98 0.00 0.00 11213.8911 12898.25 90.00 303.90 3953.75 5910.24 -9710.38 2.50 9.88 11365.5712 13668.25 90.00 303.90 3953.75 6339.71 -10349.49 0.00 0.00 12135.31 R-104 wp04 tgt413 13687.63 90.48 303.90 3953.67 6350.51 -10365.57 2.50 0.10 12154.6714 14259.77 90.48 303.90 3948.83 6669.62 -10840.44 0.00 0.00 12726.6115 14279.29 90.00 303.96 3948.75 6680.51 -10856.63 2.50 173.0412746.1116 15084.29 90.00 303.96 3948.75 7130.19 -11524.32 0.00 0.00 13550.82 R-104 wp04 tgt617 15255.56 85.74 303.55 3955.12 7225.28 -11666.59 2.50 -174.56 13721.8918 15284.69 85.74 303.55 3957.28 7241.34 -11690.80 0.00 0.00 13750.9319 15452.15 89.90 304.00 3963.66 7334.35 -11829.86 2.50 6.13 13918.1820 16652.15 89.90 304.00 3965.75 8005.38 -12824.70 0.00 0.00 15117.72 R-104 wp04 tgt821 16813.68 85.86 304.03 3971.72 8095.66 -12958.47 2.50 179.58 15279.0522 16966.81 85.86 304.03 3982.77 8181.13 -13085.05 0.00 0.00 15431.7223 17132.42 90.00 303.90 3988.75 8273.57 -13222.28 2.50 -1.80 15597.12 R-104 wp04 tgt924 17216.95 92.11 303.87 3987.19 8320.69 -13292.44 2.50 -0.68 15681.6025 18081.41 92.11 303.87 3955.32 8802.20 -14009.68 0.00 0.00 16545.2026 18166.42 90.00 304.10 3953.75 8849.70 -14080.14 2.50 173.92 16630.1527 18266.42 90.00 304.10 3953.75 8905.77 -14162.95 0.00 0.00 16730.10 R-104 wp04 tgt1028 18358.31 87.70 304.12 3955.59 8957.29 -14239.01 2.50 179.40 16821.9429 18519.30 87.70 304.12 3962.05 9047.53 -14372.17 0.00 0.00 16982.7230 18590.81 89.48 303.93 3963.80 9087.53 -14431.42 2.50 -6.23 17054.1831 19686.81 89.48 303.93 3973.75 9699.27 -15340.76 0.00 0.00 18149.75 R-104 wp04 tgt1232 19831.47 93.10 303.96 3970.50 9780.01 -15460.71 2.50 0.45 18294.3033 19886.16 93.10 303.96 3967.54 9810.52 -15506.00 0.00 0.00 18348.8834 20034.45 89.39 304.05 3964.33 9893.42 -15628.89 2.50 178.58 18497.0635 20919.45 89.39 304.05 3973.75 10388.92 -16362.11 0.00 0.00 19381.65 R-104 wp04 tgt1436 20951.09 90.02 304.07 3973.91 10406.63 -16388.32 2.00 2.15 19413.2737 21369.36 90.02 304.07 3973.75 10640.97 -16734.78 0.00 0.00 19831.37 R-104 wp05 tgt15 - textended td Total Depth : 21369.36' MD, 3973.75' TVD
1700255034004250510059506800765085009350102001105011900South(-)/North(+) (1700 usft/in)-17850 -17000 -16150 -15300 -14450 -13600 -12750 -11900 -11050 -10200 -9350 -8500 -7650 -6800 -5950 -5100 -4250 -3400 -2550West(-)/East(+) (1700 usft/in)R-104 wp05 tgt15 - textended tdR-104 wp04 tgt14R-104 wp04 tgt13R-104 wp04 tgt12R-104 wp04 tgt11R-104 wp04 tgt10R-104 wp04 tgt9R-104 wp04 tgt8R-104 wp04 tgt7R-104 wp04 tgt6R-104 wp04 tgt5R-104 wp04 tgt4R-104 wp04 tgt3R-104 wp04 tgt2R-104 wp04 tgt122502431MPU R-1049 5/8" x 12 1/4"4 1/2" x 8 1/2"275030003250350037503974MPU R-104 wp05Start Dir 0.08º/100' : 4656.74' MD, 2431.27'TVD : 94.29° RT TFEnd Dir : 9388.22' MD, 3523.86' TVDStart Dir 4º/100' : 11043.15' MD, 3909.42'TVDEnd Dir : 11258.53' MD, 3943.96' TVDBegin Geo-SteeringCASING DETAILSTVDTVDSS MDSize Name3967.90 3904.15 11535.00 9-5/8 9 5/8" x 12 1/4"3973.75 3910.00 21369.36 4-1/2 4 1/2" x 8 1/2"Project: Milne PointSite: M Pt Raven PadWell: Rig: MPU R-104Wellbore: MPU R-104Plan: MPU R-104 wp05WELL DETAILS: Rig: MPU R-10416.80+N/-S+E/-WNorthing Easting Latittude Longitude0.00 0.006033332.39 540483.8670° 30' 7.2079 N149° 40' 7.9150 WREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Rig: MPU R-104, True NorthVertical (TVD) Reference:MPU R-104 as built @ 63.75usftMeasured Depth Reference:MPU R-104 as built @ 63.75usftCalculation Method:Minimum Curvature
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0.001.002.003.004.00Separation Factor5400 6300 7200 8100 9000 9900 10800 11700 12600 13500 14400 15300 16200 17100 18000 18900 19800 20700 21600Measured Depth (1800 usft/in)MPU R-105 wp03MPU R-102MPU R-102PB1MPU M-29MPU M-30MPU M-31MPU R-101MPU R-101 PB1MPU R-103MPU R-103PB1MPU R-106 wp02MPU R-107 wp02MPU R-108 wp02MPU R-104No-Go Zone - Stop DrillingCollision Avoidance RequiredCollision Risk Procedures Req.WELL DETAILS:Rig: MPU R-104 NAD 1927 (NADCON CONUS)Alaska Zone 0416.80+N/-S +E/-W Northing EastingLatittudeLongitude0.000.006033332.39540483.8670° 30' 7.2079 N149° 40' 7.9150 WREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Rig: MPU R-104, True NorthVertical (TVD) Reference:MPU R-104 as built @ 63.75usftMeasured Depth Reference:MPU R-104 as built @ 63.75usftCalculation Method:Minimum CurvatureSURVEY PROGRAMDate: 2024-09-12T00:00:00 Validated: Yes Version: Depth From Depth To Survey/PlanTool215.39 3976.87 MPU R-104 GYD_Quest GWD Surface (MPU R-104) GYD_Quest GWD4034.72 4656.74 MPU R-104 Intermediate MWD (MPU R-104) 3_MWD+IFR2+MS+Sag4656.74 11535.00 MPU R-104 wp05 (MPU R-104) GYD_Quest GWD11535.00 21369.23 MPU R-104 wp05 (MPU R-104) GYD_Quest GWD0.0030.0060.0090.00120.00150.00180.00Centre to Centre Separation (60.00 usft/in)5400 6300 7200 8100 9000 9900 10800 11700 12600 13500 14400 15300 16200 17100 18000 18900 19800 20700 21600Measured Depth (1800 usft/in)NO GLOBAL FILTER: Using user defined selection & filtering criteria4656.74 To 21369.36Project: Milne PointSite: M Pt Raven PadWell: Rig: MPU R-104Wellbore: MPU R-104Plan: MPU R-104 wp05CASING DETAILSTVD TVDSS MD Size Name3967.90 3904.15 11535.00 9-5/8 9 5/8" x 12 1/4"3973.75 3910.00 21369.36 4-1/2 4 1/2" x 8 1/2"
_____________________________________________________________________________________
Edited By: JNL 11/9/2024
PROPOSED SCHEMATIC
Milne Point Unit
Well: MPU R-104
Last Completed: TBD
PTD: TBD
TD =21,369’(MD) / TD =3,974’(TVD)
4
20”
Orig. KB Elev.: 63.75’ / GL Elev.: 16.8’
9-5/8”
11/12
5
2/3/4
13
13-3/8”
10
1
5-1/2”
2
3
See
Screen/
Solid
Liner
Detail
PBTD =21,368’(MD) / PBTD = 3,974’(TVD)
9
8
5/6/72-7/8”
4-1/2”
CASING DETAIL
Size Type Wt/ Grade/ Conn ID Top Btm BPF
20" Conductor 129.5 / X56 / Weld N/A Surface 127’ N/A
13-3/8” Surface 68 / L-80 / CDC 12.415 Surface 3,916’ 0.1497
9-5/8” Intermediate 40 / L-80 / BTC 8.835 Surface ~11,386’ 0.0758
5-1/2” Liner 100ђ Screens 20 / L-80 / EZGO HT 4.778 ~11,236’ ~12,949’ 0.0222
4-1/2” Liner 100ђ Screens 13.5 / L-80 / Hyd 625 3.920 ~12,949’ ~21,369’ 0.0149
TUBING DETAIL
2-7/8" Tubing 6.5# / L-80 / EUE 8-Rd 2.441 Surface ~11,236’ 0.0058
OPEN HOLE / CEMENT DETAIL
42” 20 yds
16" Lead – 1617 sx / Tail – 598 sx
12-1/4” Lead – ~492 sx / Tail – 267 sx
8-1/2” Uncemented Screen Liner
WELL INCLINATION DETAIL
KOP @ 215’
90° Hole Angle = @ 11,700’
TREE & WELLHEAD
Tree Cameron 3-1/8" 5M w/ 3-1/8” 5M Cameron Wing
Wellhead FMC 13-5/8” 5K w/ (2) 2-1/16” 5K outs
GENERAL WELL INFO
API: TBD
Completion Date: TBD
JEWELRY DETAIL
No. Top MD Item ID
1 TBD 3-1/2” x 1” BK-2 GLM w/ 1” SOV 2.915”
2 TBD Ported Pressure Sub
3 TBD Discharge Head: 513, MS1-015
4 TBD Pump: 513 Series 111 Stage SG2000
5 TBD Gas Separator: Tandem 400 Series
6 TBD Upper Tandem Seal: 513 Series
7 TBD Lower Tandem Seal: 513 Series
8 TBD Motor: 562 Series, KMS2, 300HP
9 TBD Sensor, Vigilant, 150C w/ Discharge
10 TBD Summit Centralizer / Anode: Bottom @ 5,466’ MD
11 TBD SLZXP LTP / Liner Hanger Lap ~178’ 6.190”
12 TBD 7” H563 x 4.5” H625 XO 3.850”
13 21,368’ Shoe
5-1/2” x 4-1/2”SCREENS LINER DETAIL
Size Top
(MD)
Top
(TVD)
Btm
(MD)
Btm
(TVD)
5-1/2”
4-1/2”
Alaska Oil and Gas
Conservation Commission
333 West Seventh Avenue
Anchorage, Alaska 99501-3572
Main: 907.279.1433
Fax: 907.276.7542
www.aogcc.alaska.gov
Monty M. Myers
Drilling Manager
Hilcorp Alaska, LLC
3800 Centerpoint Drive, Suite 1400
Anchorage, AK, 99503
Re: Milne Point Field, Schrader Bluff Oil Pool, MPU R-104
Hilcorp Alaska, LLC
Permit to Drill Number: 224-121
Surface Location: 5167' FSL, 4095' FEL, Sec 07, T13N, R10E, UM, AK
Bottomhole Location: 301' FNL, 545' FWL, Sec 34, T14N, R09E, UM, AK
Dear Mr. Myers:
Enclosed is the approved application for the permit to drill the above referenced well.
Per Statute AS 31.05.030(d)(2)(B) and Regulation 20 AAC 25.071, composite curves for all well
logs run must be submitted to the AOGCC within 90 days after completion, suspension, or
abandonment of this well, or within 90 days of acquisition of the data, whichever occurs first.
This permit to drill does not exempt you from obtaining additional permits or an approval required
by law from other governmental agencies and does not authorize conducting drilling operations
until all other required permits and approvals have been issued. In addition, the AOGCC reserves
the right to withdraw the permit in the event it was erroneously issued.
Operations must be conducted in accordance with AS 31.05 and Title 20, Chapter 25 of the Alaska
Administrative Code unless the AOGCC specifically authorizes a variance. Failure to comply
with an applicable provision of AS 31.05, Title 20, Chapter 25 of the Alaska Administrative Code,
or an AOGCC order, or the terms and conditions of this permit may result in the revocation or
suspension of the permit.
Sincerely,
Jessie L. Chmielowski
Commissioner
DATED this 19th day of September 2024.
Jessie L.
Chmielowski
Digitally signed by Jessie L.
Chmielowski
Date: 2024.09.19 09:31:54
-08'00'
Drilling Manager
09/06/24
Monty M
Myers
8-1/2"
By Grace Christianson at 10:05 am, Sep 06, 2024
224-121 50-029-23802-00-00
DSR-9/11/24A.Dewhurst 18SEP24MGR11SEP2024
* BOPE test to 3000 psi. Annular to 2500 psi.
* Casing tests and FITs digital data to AOGCC upon completion of FIT.
*&:
Jessie L. Chmielowski Digitally signed by Jessie L.
Chmielowski
Date: 2024.09.19 09:32:07 -08'00'
09/19/24
09/19/24
RBDMS JSB 092424
Milne Point Unit
(MPU) R-104
Drilling Program
Version 0
9/1/2024
Table of Contents
1.0 Well Summary .......................................................................................................................... 2
2.0 Management of Change Information ....................................................................................... 3
3.0 Tubular Program:..................................................................................................................... 4
4.0 Drill Pipe Information: ............................................................................................................. 4
5.0 Internal Reporting Requirements ............................................................................................ 5
6.0 Planned Wellbore Schematic .................................................................................................... 6
7.0 Drilling / Completion Summary ............................................................................................... 7
8.0 Mandatory Regulatory Compliance / Notifications ................................................................. 8
9.0 R/U and Preparatory Work .................................................................................................... 10
10.0 N/U 21-1/4” 2M Diverter System ............................................................................................ 11
11.0 Drill 16” Hole Section ............................................................................................................. 13
12.0 Run 13-3/8” Surface Casing ................................................................................................... 16
13.0 Cement 13-3/8” Surface Casing .............................................................................................. 19
14.0 N/U BOP and Test................................................................................................................... 22
15.0 Drill 12-1/4” Hole Section ....................................................................................................... 23
16.0 Run 9-5/8” Intermediate Casing ............................................................................................. 27
17.0 Cement 9-5/8” Intermediate Casing ....................................................................................... 30
18.0 Drill 8-1/2” Hole Section ......................................................................................................... 34
19.0 Run 5-1/2” x 4-1/2” Production Liner (Lower Completion) .................................................. 39
20.0 Run 2-7/8” Tubing (Upper Completion) ................................................................................ 44
21.0 RDMO ..................................................................................................................................... 45
22.0 Parker 273 Diverter Schematic .............................................................................................. 46
23.0 Parker 273 BOP Schematic .................................................................................................... 47
24.0 Wellhead Schematic ................................................................................................................ 48
25.0 Days vs Depth .......................................................................................................................... 49
26.0 Formation Tops & Information.............................................................................................. 50
27.0 Anticipated Drilling Hazards ................................................................................................. 53
28.0 Parker 273 Layout .................................................................................................................. 58
29.0 FIT Procedure ......................................................................................................................... 59
30.0 Parker 273 Choke Manifold Schematic.................................................................................. 60
31.0 Casing Design .......................................................................................................................... 61
32.0 12-1/4” Hole Section MASP .................................................................................................... 62
33.0 8-1/2” Hole Section MASP ...................................................................................................... 63
34.0 Spider Plot (NAD 27) (Governmental Sections) ..................................................................... 64
35.0 Surface Plat (As-Built) (NAD 27) ........................................................................................... 65
Page 2
Milne Point Unit
R-104 SB Producer
Drilling Procedure
1.0 Well Summary
Well MPU R-104
Pad Milne Point “R” Pad
Planned Completion Type ESP
Target Reservoir(s) Schrader Bluff Oa Sand
Planned Well TD, MD / TVD 20,949’ MD / 3,964’ TVD
PBTD, MD / TVD 20,949’ MD / 3,964’ TVD
Surface Location (Governmental) 5,167' FSL, 4,095' FEL, Sec. 07, T13N, R10E, UM, AK
Surface Location (NAD 27) X= 540,483.86 Y=6,033,332.39
Top of Productive Horizon
(Governmental)344' FNL, 2,083' FEL, Sec 2, T13N, R9E, UM, AK
TPH Location (NAD 27) X= 532,026.00 Y= 6,038,338.00
BHL (Governmental) 301' FNL, 545' FWL, Sec 34, T14N, R9E, UM, AK
BHL (NAD 27) X= 524,067.00 Y= 6,043,631.00
AFE Drilling Days 34 days
AFE Completion Days 4 days
Maximum Anticipated Pressure
(Surface) 1346 psig
Maximum Anticipated Pressure
(Downhole/Reservoir) 1742 psig
Work String 5” 19.5# S-135 XT-50
KB Elevation above MSL: 46.95 ft + 16.8 ft = 63.75 ft
GL Elevation above MSL: 16.8 ft
BOP Equipment 13-5/8” x 5M Annular, (3) ea 13-5/8” x 5M Rams
Page 3
Milne Point Unit
R-104 SB Producer
Drilling Procedure
2.0 Management of Change Information
Page 4
Milne Point Unit
R-104 SB Producer
Drilling Procedure
3.0 Tubular Program:
Hole
Section
OD (in)ID (in)Drift
(in)
Conn
OD (in)
Wt
(#/ft)
Grade Conn Burst
(psi)
Collapse
(psi)
Tension
(k-lbs)
Cond 20” 19.25”---X-52Weld
16” 13-3/8” 12.415” 12.259” 14.375” 68 L-80 CDC 5,020 2,260 1,556
12-1/4” 9-5/8” 8.835” 8.679” 10.625” 40 L-80 BTC 5,750 3,090 916
8-1/2”5-1/2”
Screens 4.780” 4.653” 6.000” 20.0 L-80 EZGO HT 9,190 8,830 466
4-1/2”
Screens 3.960” 3.795” 4.714” 13.5 L-80 H625 9,020 8,540 279
Tubing 2-7/8” 2.441” 2.347” 3.688” 6.5 L-80 EUE 8RD 10,570 11,170 105
4.0 Drill Pipe Information:
Hole
Section
OD
(in)
ID (in)TJ ID
(in)
TJ OD
(in)
Wt
(#/ft)
Grade Conn M/U
(Min)
M/U
(Max)
Tension
(k-lbs)
Surface &
Production
5”4.276” 3.500” 6.500” 19.5 S-135 XT50 44,000 52,800 712klb
All casing will be new, PSL 1 (100% mill inspected, 10% inspection upon delivery).
Page 5
Milne Point Unit
R-104 SB Producer
Drilling Procedure
5.0 Internal Reporting Requirements
5.1 Fill out daily drilling report and cost report on WellEz.
Report covers operations from 6am to 6am
Click on one of the tabs at the top to save data entered. If you click on one of the tabs to the left
of the data entry area – this will not save the data entered, and will navigate to another data entry.
Ensure time entry adds up to 24 hours total.
Try to capture any out of scope work as NPT. This helps later on when we pull end of well
reports.
Enter the MD and TVD depths EVERY DAY whether you are making hole or not.
5.2 Afternoon Updates
Submit a short operations update each work day to mmyers@hilcorp.com,
frank.roach@hilcorp.com,nathan.sperry@hilcorp.com, and joseph.lastufka@hilcorp.com
5.3 Intranet Home Page Morning Update
Submit a short operations update each morning by 7am on the company intranet homepage. On
weekend and holidays, ensure to have this update in before 5am.
5.4 EHS Incident Reporting
Health and Safety: Notify EHS field coordinator.
Environmental: Drilling Environmental Coordinator
Notify Drilling Manager & Drilling Engineer on all incidents
Submit Hilcorp Incident report to contacts above within 24 hrs
5.5 Casing Tally
Send final “As-Run” Casing tally to mmyers@hilcorp.com,frank.roach@hilcorp.com,
nathan.sperry@hilcorp.com, and joseph.lastufka@hilcorp.com
5.6 Casing and Cement report
Send casing and cement report for each string of casing to mmyers@hilcorp.com,
frank.roach@hilcorp.com,nathan.sperry@hilcorp.com, and joseph.lastufka@hilcorp.com
5.7 Hilcorp Milne Point Contact List:
Title Name Work Phone Email
Drilling Manager Monty Myers 907.777.8431 mmyers@hilcorp.com
Drilling Engineer Frank Roach 907.777.8413 frank.roach@hilcorp.com
Drilling Engineer Nate Sperry 907.777.8450 nathan.sperry@hilcorp.com
Completion Engineer Taylor Wellman 907.777.8449 twellman@hilcorp.com
Geologist Graham Emerson 907.564.5242 graham.emerson@hilcorp.com
Reservoir Engineer Alan Abel 907.564.4621 alan.abel@hilcorp.com
Drilling Env. Coordinator Adrian Kersten 907.564.4820 adrian.kersten@hilcorp.com
EHS Director Greg Arthur 907.777.8509 greg.arthur@hilcorp.com
Drilling Tech Joe Lastufka 907.777.8400 Joseph.Lastufka@hilcorp.com
_____________________________________________________________________________________
Edited By: FVR 08/30/2024
PROPOSED SCHEMATIC
Milne Point Unit
Well: MPU R-104
Last Completed: TBD
PTD: TBD
TD =20,949’ (MD) / TD =3,964’(TVD)
4
20”
Orig. KB Elev.: 63.75’ / GL Elev.: 16.8’
9-5/8”
11/12
5
2/3/4
13
13-3/8”
10
1
5-1/2”
2
3
See
Screen/
Solid
Liner
Detail
PBTD = 20,949’ (MD) / PBTD = 3,964’ (TVD)
9
8
5/6/72-7/8”
4-1/2”
CASING DETAIL
Size Type Wt/ Grade/ Conn ID Top Btm BPF
20" Conductor 129.5 / X56 / Weld N/A Surface 80’ N/A
13-3/8” Surface 68 / L-80 / CDC 12.415 Surface 4,043’ 0.1497
9-5/8” Intermediate 40 / L-80 / BTC 8.835 Surface 11,386’ 0.0758
5-1/2” Liner 100ђ Screens 20 / L-80 / EZGO HT 4.778 11,236’ 12,949’ 0.0222
4-1/2” Liner 100ђ Screens 13.5 / L-80 / Hyd 625 3.920 12,949’ 20,949’ 0.0149
TUBING DETAIL
2-7/8" Tubing 6.5# / L-80 / EUE 8-Rd 2.441 Surface 11,236’ 0.0058
OPEN HOLE / CEMENT DETAIL
42” 20 yds
16" Lead – 1560 sx / Tail – 595 sx
12-1/4” Lead – 492 sx / Tail – 267 sx
8-1/2” Uncemented Screen Liner
WELL INCLINATION DETAIL
KOP @ 450’
90° Hole Angle = @ 11,600’
TREE & WELLHEAD
Tree Cameron 3-1/8" 5M w/ 3-1/8” 5M Cameron Wing
Wellhead FMC 13-5/8” 5K w/ (2) 2-1/16” 5K outs
GENERAL WELL INFO
API: TBD
Completion Date: TBD
JEWELRY DETAIL
No. Top MD Item ID
1 TBD 3-1/2” x 1” BK-2 GLM w/ 1” SOV 2.915”
2 TBD Ported Pressure Sub
3 TBD Discharge Head: 513, MS1-015
4 TBD Pump: 513 Series 111 Stage SG2000
5 TBD Gas Separator: Tandem 400 Series
6 TBD Upper Tandem Seal: 513 Series
7 TBD Lower Tandem Seal: 513 Series
8 TBD Motor: 562 Series, KMS2, 300HP
9 TBD Sensor, Vigilant, 150C w/ Discharge
10 TBD Summit Centralizer / Anode: Bottom @ 5,466’ MD
11 TBD SLZXP LTP / Liner Hanger Lap ~178’ 6.190”
12 TBD 7” H563 x 4.5” H625 XO 3.850”
13 20,949’ Shoe
5-1/2” x 4-1/2”SCREENS LINER DETAIL
Size Top
(MD)
Top
(TVD)
Btm
(MD)
Btm
(TVD)
5-1/2”
4-1/2”
Page 7
Milne Point Unit
R-104 SB Producer
Drilling Procedure
7.0 Drilling / Completion Summary
MPU R-104 is a grassroots producer planned to be drilled in the Schrader Bluff OA sand. R-104 is part of a
multi well development program targeting the Schrader Bluff sand on R-pad.
The directional plan is a horizontal well with 16” surface hole with 13-3/8” surface casing set in the SV1. A
12-1/4” intermediate hole with 9-5/8” intermediate casing set into the top of the Schrader Bluff sand. An 8-
1/2” lateral section will be drilled. A production liner will be run in the open hole section.
The Parker 273 will be used to drill and complete the wellbore.
Drilling operations are expected to commence approximately October 7th, 2024, pending rig schedule.
Surface casing will be run to ~4,043’ MD / 2,278’ TVD and cemented to surface via a single-stage primary
cement job. Cement returns to surface will confirm TOC at surface. If cement returns to surface are not
observed, necessary remedial action will be discussed with AOGCC authorities.
All cuttings & mud generated during drilling operations will be hauled to the Milne Point “B” pad G&I facility.
General sequence of operations:
1. MIRU Parker 273 to well site
2. N/U & Test 21-1/4” Diverter and 16” diverter line
3. Drill 16” surface hole to TD of surface hole section. Run and cement 13-3/8” surface casing
4. N/D diverter, N/U & test 13-5/8” x 5M BOP. Install MPD Riser
5. Drill 12-1/4” hole to TD of intermediate hole section. Run and cement 9-5/8” surface casing
6. Drill 8-1/2” lateral to well TD.
7. Run 5-1/2” x 4-1/2” production liner.
8. Run upper completion.
9. N/D BOP, N/U Tree, RDMO.
Reservoir Evaluation Plan:
1. Surface Hole: No mud logging. On Site geologist. LWD: GR + Res
2. Intermediate Hole: No mud logging. On Site geologist. LWD: GR + Res
3. Production Hole: No mud logging. On site geologist. LWD: GR + ADR (For geo-steering)
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8.0 Mandatory Regulatory Compliance / Notifications
Regulatory Compliance
Ensure that all drilling and completion operations comply with all applicable AOGCC regulations.
Operations stated in this PTD application may be altered based on sound engineering judgement as
wellbore conditions require, but no AOGCC regulations will be varied from without prior approval from
the AOGCC. If additional clarity or guidance is required on how to comply with a specific regulation,
do not hesitate to contact the Anchorage Drilling Team.
Review all conditions of approval of the PTD on the 10-401 form. Ensure that the conditions of
approval are captured in shift handover notes until they are executed and complied with.
BOPs shall be tested at (2) week intervals during the drilling and completion of MPU R-104.
Ensure to provide AOGCC 24 hrs notice prior to testing BOPs.
The initial test of BOP equipment will be to 250/3000 psi & subsequent tests of the BOP equipment
will be to 250/3000 psi for 5/5 min (annular to 50% rated WP, 2500 psi on the high test for initial
and subsequent tests).Confirm that these test pressures match those specified on the APD.
If the BOP is used to shut in on the well in a well control situation or control fluid flow from the
well bore, AOGCC is to be notified and we must test all BOP components utilized for well control
prior to the next trip into the wellbore. This pressure test will be charted same as the 14 day BOP
test.
All AOGCC regulations within 20 AAC 25.033 “Primary well control for drilling: drilling fluid
program and drilling fluid system”.
All AOGCC regulations within 20 AAC 25.035 “Secondary well control for primary drilling and
completion: blowout prevention equipment and diverter requirements”.
o Ensure the diverter vent line is at least 75’ away from potential ignition sources
Ensure AOGCC approved drilling permit is posted on the rig floor and in Co Man office.
Casing pressure test criteria in 20 AAC 25.030 (e) Casing and Cementing,“A casing pressure test
must be performed if BOPE is to be installed on a casing. The casing must be tested to hold a
minimum surface pressure equal to 50 percent of the casing internal yield pressure. The test
pressure must show stabilizing pressure and may not decline more than 10 percent within 30
minutes. The results of this test and any subsequent tests of the casing must be recorded as required
by 20 AAC 25.070(1)”.
AOGCC Regulation Variance Requests: None
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Summary of BOP Equipment & Notifications
Hole Section Equipment Test Pressure (psi)
12 1/4”21-1/4” 2M Diverter w/ 16” Diverter Line Function Test Only
12-1/4”
13-5/8” x 5M Annular BOP
13-5/8” x Double Gate
o Blind ram in btm cavity
Mud cross w/ 3-1/8” x 5M side outlets
13-5/8” x Single ram
3” x 5M Choke Line
2” x 5M Kill line
3” x 5M Choke manifold
Standpipe, floor valves, etc
Initial Test: 250/3000
Annular: 250/2500
Subsequent Tests:
250/3000
Annular 250/2500
8-1/2”
13-5/8” x 5M Annular BOP
13-5/8” x Double Gate
o Blind ram in btm cavity
Mud cross w/ 3-1/8” x 5M side outlets
13-5/8” x Single ram
3” x 5M Choke Line
2” x 5M Kill line
3” x 5M Choke manifold
Standpipe, floor valves, etc
Initial Test: 250/3000
Annular: 250/2500
Subsequent Tests:
250/3000
Annular 250/2500
Primary closing unit: Sara Koomey Control Unit, 3,000 psi, 316 gallon accumulator unit.
Primary closing hydraulics is provided by an electrically driven triplex pump. Secondary back-up is an air-driven
pump, and emergency pressure is provided by bottled nitrogen.
The remote closing operator panels are located in the doghouse and on accumulator unit.
Required AOGCC Notifications:
Well control event (BOP’s utilized to shut in the well to control influx of formation fluids).
24 hours notice prior to spud.
24 hours notice prior to testing BOPs.
24 hours notice prior to casing running & cement operations.
Any other notifications required in PTD.
Regulatory Contact Information:
AOGCC
Jim Regg / AOGCC Inspector / (O): 907-793-1236 / Email:jim.regg@alaska.gov
Mel Rixse / Petroleum Engineer / (O): 907-793-1231 / (C): 907-223-3605 / Email:melvin.rixse@alaska.gov
Victoria Loepp / Petroleum Engineer / (O): 907-793-1247 / Email:Victoria.loepp@alaska.gov
Primary Contact for Opportunity to witness:AOGCC.Inspectors@alaska.gov
Test Inspection notification standardization format:http://doa.alaska.gov/ogc/forms/TestWitnessNotif.html
Notification / Emergency Phone: 907-793-1236 (During normal Business Hours)
Notification / Emergency Phone: 907-659-2714 (Outside normal Business Hours)
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9.0 R/U and Preparatory Work
9.1 R-104 will utilize a newly set 20” conductor on R-Pad. Ensure to review attached surface plat
and make sure rig is over appropriate conductor.
9.2 Ensure PTD and drilling program are posted in the rig office and on the rig floor.
9.3 Install landing ring.
9.4 Insure (2) 4” nipples are installed on opposite sides of the conductor with ball valves on each.
9.5 Level pad and ensure enough room for layout of rig footprint and R/U.
9.6 Rig mat footprint of rig.
9.7 MIRU Parker 273. Ensure rig is centered over conductor to prevent any wear to BOPE or
wellhead.
9.8 Mud loggers WILL NOT be used on any hole section.
9.9 Mix spud mud for 16” surface hole section. Ensure mud temperatures are cool (<80 F).
9.10 Ensure 5-3/4” liners in mud pumps.
NOV 12-P-160 1,600 HP mud pumps are rated at 5,085 psi, 466 gpm @ 120 spm @ 96%
volumetric efficiency.
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10.0 N/U 21-1/4” 2M Diverter System
10.1 N/U 21-1/4” Hydril MSP 2M Diverter System (Diverter Schematic attached to program).
N/U 20” riser to BOP Deck
N/U 20”, 5M diverter “T”.
NU Knife gate & 16” diverter line.
Ensure diverter R/U complies with AOGCC reg 20.AAC.25.035(C).
Diverter line must be 75 ft from nearest ignition source
10.2 Notify AOGCC. Function test diverter.
Ensure that the knife gate and annular are operated on the same circuit so that knife gate opens
prior to annular closure.
Ensure that the annular closes in less than 45 seconds (API Standard 64 3rd edition March 2018
section 12.6.2 for packing element ID greater than 20”)
10.3 Ensure to set up a clearly marked “warning zone” is established on each side and ahead of the
vent line tip. “Warning Zone” must include:
A prohibition on vehicle parking
A prohibition on ignition sources or running equipment
A prohibition on staged equipment or materials
Restriction of traffic to essential foot or vehicle traffic only.
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10.4 Rig & Diverter Orientation:
May change on location
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11.0 Drill 16” Hole Section
11.1 P/U 16” directional drilling assembly:
Ensure BHA components have been inspected previously.
Drift and caliper all components before M/U. Visually verify no debris inside components
that cannot be drifted.
Use GWD until 1,500’ or MWD surveys clean up, whichever is deeper.
Ensure TF offset is measured accurately and entered correctly into the MWD software.
Have DD run hydraulics calculations on site to ensure optimum nozzle sizing. Hydraulics
calculations and recommended TFA is attached below.
Drill string will be 5” 19.5# S-135.
Run a solid float in the surface hole section.
11.2 Begin drilling out from 20” conductor at reduced flow rates to avoid broaching the conductor.
Consider using a trash bit to clean out conductor to mitigate potential damage from debris in
conductor.
11.3 Drill 16” hole section to section TD, in the SV1. Confirm this setting depth with the Geologist
and Drilling Engineer while drilling the well.
Monitor the area around the conductor for any signs of broaching. If broaching is observed,
Stop drilling (or circulating) immediately notify Drilling Engineer.
Efforts should be made to minimize dog legs in the surface hole. Keep DLS < 6 deg / 100. If
a DLS < 6 deg / 100 is measured, immediately backream stand to knock down severity.
Hold a safety meeting with rig crews to discuss:
Conductor broaching ops and mitigation procedures.
Well control procedures and rig evacuation
Flow rates, hole cleaning, mud cooling, etc.
Pump sweeps and maintain mud rheology to ensure effective hole cleaning. Mud rheology is
the primary method of transporting cuttings.
Keep mud as cool as possible to keep from washing out permafrost.
Pump at 400-600 gpm, staying between 400 and 450 gpm through the permafrost. Monitor
shakers closely to ensure shaker screens and return lines can handle the flow rate.
Ensure to not out drill hole cleaning capacity, perform clean up cycles or reduce ROP if
packoffs, increases in pump pressure, or changes in hookload are seen
Slow in/out of slips and while tripping to keep swab and surge pressures low
Ensure shakers are functioning properly. Check for holes in screens on connections.
Have the flowline jets hooked up and be ready to jet the flowline at the first sign of pea
gravel, clay balling or packing off.
Adjust MW and viscosity as necessary to maintain hole stability, ensure MW is at a 9.2
minimum at TD (pending MW increase due to hydrates).
Drill ahead using GWD. Take MWD surveys every stand drilled and swap to MWD when
MWD surveys clean up or after 1,500’ (whichever is deeper).
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Be ready for the dead zone around base permafrost and the formation horizons at and just
below base permafrost. Can be in 100% slide and still lose angle in the dead zone. However,
BHA can deflect (ie. high DLS) when drilling through formation horizons. Remember, the
intermediate hole section has minimal directional work until the last ~300’ so there’s plenty
of footage to get back on plan.
Gas hydrates have not been seen in previous R-Pad wells nor on pads adjacent to R-Pad (F-
Pad and L-Pad). However, be prepared for them. In MPU they have been encountered
typically around 2100’-2400’ TVD (just below permafrost). Be prepared for hydrates:
Gas hydrates can be identified by the gas detector and a decrease in MW or ECD
Monitor returns for hydrates, checking pressurized & non-pressurized scales
Do not stop to circulate out gas hydrates – this will only exacerbate the problem by
washing out additional permafrost. Attempt to control drill (150 fph MAX) through the
zone completely and efficiently to mitigate the hydrate issue. Flowrates can also be
reduced to prevent mud from belching over the bell nipple.
Gas hydrates are not a gas sand, once a hydrate is disturbed the gas will come out of the well.
MW will not control gas hydrates, but will affect how gas breaks out at surface.
AC: All wells have a clearance factor greater than 1.0 in the surface interval.
16” hole mud program summary:
Density: Weighting material to be used for the hole section will be barite. Additional barite
or spike fluid will be on location to weight up the active system (1) ppg above highest
anticipated MW. We will start with a simple gel + FW spud mud at 8.8 ppg and TD with
9.2+ ppg
Depth Interval MW (ppg)
Surface – Base Permafrost 8.9+
Base Permafrost - TD 9.2+
MW can be cut once ~500’ below hydrate zone
PVT System: MD Totco PVT will be used throughout the drilling and completion phase.
Remote monitoring stations will be available at the driller’s console, Co Man office,
Toolpusher office, and mud loggers office.
Rheology: MI-Gel should be used to maintain rheology. Begin system with a 75 YP but
reduce this once clays are encountered. Maintain a minimum 25 YP at all times while
drilling. Be prepared to increase the YP if hole cleaning becomes an issue.
Fluid Loss: PolyPac Supreme UL should be used for filtrate control. Background LCM (10
ppb total) can be used in the system while drilling the surface interval to prevent losses and
strengthen the wellbore.
Wellbore and mud stability:Additions of SKREENKLEEN are recommended to reduce
the incidence of bit balling and shaker blinding when penetrating the high-clay content
sections of the Sagavanirktok and the heavy oil sections of the UGNU 4A. Maintain the pH
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in the 8.5 – 9.0 range with caustic soda. Daily additions of BUSAN 1060 MUST be made to
control bacterial action.
Casing Running:Attempt to maintain mud rheology until casing is on bottom. Reduce
system YP with DESCO and SAPP as last resort for running casing as allowed (do not
jeopardize hole conditions). Run casing carefully to minimize surge and swab pressures.
Reduce the system rheology once the casing is landed to a YP < 20 (check with the
cementers to see what YP value they have targeted).
System Type:8.8 – 9.2 ppg Pre-Hydrated MI-Gel/freshwater spud mud
Properties:
Section Density Viscosity Plastic
Viscosity Yield Point API FL pH
Temp
Surface 8.8 –9.8 75-300 20 - 40 25-45 <10 8.5 –9.0 70 F
System Formulation:Gel + FW spud mud
Product- Surface hole Size Pkg ppb or (% liquids)
M-I Gel 50 lb sx 25
Soda Ash 50 lb sx 0.25
PolyPac Supreme UL 50 lb sx 0.08
Caustic Soda 50 lb sx 0.1
SCREENCLEEN 55 gal dm 0.5
11.4 At TD; PU 2-3 stands off bottom, CBU, pump tandem sweeps.
11.5 RIH to bottom, proceed to BROOH to HWDP
Pump at full drill rate (400-600 gpm), and maximize rotation.
Pull slowly, 5 – 10 ft / minute.
Monitor well for any signs of packing off or losses.
Have the flowline jets hooked up and be ready to jet the flowline at the first sign of clay
balling.
If flow rates are reduced to combat overloaded shakers/flowline, stop back reaming until
parameters are restored.
11.6 TOOH and LD BHA
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12.0 Run 13-3/8” Surface Casing
16.1 R/U Parker Wellbore 13-3/8” casing running equipment (CRT & Tongs)
Ensure 13-3/8” CDC x XT50 XO on rig floor and M/U to FOSV.
Use BOL 2000 thread compound. Dope pin end only w/ paint brush.
R/U of CRT if hole conditions require.
R/U a fill up tool to fill casing while running if the CRT is not used.
Ensure all casing has been drifted to 12-1/4” on the location prior to running.
Note that 68# drift is 12.259”
Be sure to count the total # of joints on the location before running.
Keep hole covered while R/U casing tools.
Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
16.2 P/U shoe joint, visually verify no debris inside joint.
16.3 Continue M/U & thread locking 120’ shoe track assembly consisting of:
13-3/8” Float Shoe
1 joint – 13-3/8” CDC, 2 Centralizers 10’ from each end w/ stop rings
1 joint –13-3/8” CDC, 1 Centralizer mid joint w/ stop ring
1 joint – 13-3/8” CDC, 1 Centralizer mid joint w/ stop ring
13-3/8” Float Collar –Non-Rotating
Ensure proper operation of float equipment while picking up.
Ensure to record S/N’s of all float equipment components.
16.4 Continue running 13-3/8” surface casing
Fill casing while running using fill up line on rig floor.
Use BOL 2000 thread compound. Dope pin end only w/ paint brush.
Centralization:
1 centralizer every joint to ~ 2500’ MD from shoe
1 centralizer every other joint to ~200’ below surface
Utilize a collar clamp until weight is sufficient to keep slips set properly.
Break circulation prior to reaching the base of the permafrost if casing run indicates poor
hole conditions.
Any packing off while running casing should be treated as a major problem. It is preferable
to POH with casing and condition hole than to risk not getting cement returns to surface.
13-3/8” 68# L-80 CDC Make-Up Torques:
Casing OD Minimum Maximum Yield
13-3/8” 17,000 ft-lbs 21,000 ft-lbs 73,900 ft-lbs
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16.5 Watch displacement carefully and avoid surging the hole. Slow down running speed if
necessary.
16.6 Slow in and out of slips.
16.7 P/U landing joint/hanger assembly and M/U to casing string. Position the casing shoe +/- 10’
from TD. Strap the landing joint prior to the casing job and mark the joint at (1) ft intervals to
use as a reference when getting the casing on depth.
16.8 Lower casing and land hanger on landing ring to confirm depth. Confirm measurements.
16.9 Have emergency slips staged in cellar along with all necessary equipment for the contingency
operation.
16.10 Circulate and condition mud through CRT. Reduce YP to < 20 to help ensure success of cement
job. Ensure adequate amounts of cold M/U water are available to achieve this. If possible
reciprocate casing string while conditioning mud.
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13.0 Cement 13-3/8” Surface Casing
17.1 Hold a pre-job safety meeting over the upcoming cement operations. Make room in pits for
volume gained during cement job. Ensure adequate cement displacement volume available as
well. Ensure mud & water can be delivered to the cementing unit at acceptable rates.
How to handle cement returns at surface. Ensure vac trucks are on standby and ready to
assist.
Which pumps will be utilized for displacement, and how fluid will be fed to displacement
pump.
Ensure adequate amount of water for mix fluid is heated and available in the water tanks.
Positions and expectations of personnel involved with the cementing operation.
i. Extra hands in the pits to strap during the cement job to identify any losses
Review test reports and ensure pump times are acceptable.
Conduct visual inspection of all hard lines and connections used to route slurry to rig floor.
17.2 Document efficiency of all possible displacement pumps prior to cement job.
17.3 Flush through cement pump and treating iron from pump to rig floor to the shakers. This will
help ensure any debris left in the cement pump or treating iron will not be pumped downhole.
17.4 R/U cement line (if not already done so). Company Rep to witness loading of the top and
bottom plugs to ensure done in correct order.
17.5 Fill surface cement lines with water and pressure test.
17.6 Drop first bottom plug – HEC rep to witness. Pump spacer.
17.7 Drop second bottom plug – HEC rep to witness. Mix and pump lead cement per below
calculations, confirm actual cement volumes with cementer after TD is reached.
17.8 Drop third bottom plug – HEC rep to witness. Mix and pump tail cement per below calculations,
confirm actual cement volumes with cementer after TD is reached.
Cement volume based on annular volume + open hole excess (250% for lead above base
permafrost and 40% for all cement below base permafrost). Job will consist of lead & tail,
TOC brought to surface.
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Estimated Total Cement Volume:
Cement Slurry Design:
13.8 Attempt to reciprocate casing during cement pumping if hole conditions allow. Watch
reciprocation PU and SO weights. If the hole gets “sticky”, cease pipe reciprocation and continue
with the cement job.
13.9 After pumping cement, drop top plug – HEC rep to witness, and displace cement with spud mud
out of mud pits.
Ensure volumes pumped and volumes returned are documented and constant communication
between mud pits, HEC Rep and HES Cementers during the entire job.
13.10 Ensure rig pump is used to displace cement.
13.11 Displacement calculation is in the Stage 1 Table in step 13.7.
13.12 Monitor returns closely while displacing cement. Adjust pump rate if losses are seen at any
point during the job. Be prepared to pump out fluid from cellar. Have black water available to
contaminate any cement seen at surface.
Lead Slurry Tail Slurry
System ArcticCem HalCem
Density 11.0 lb/gal 15.8 lb/gal
Yield 2.54 ft3/sk 1.16 ft3/sk
Mix Water 12.22 gal/sk 4.98 gal/sk
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13.13 If plug is not bumped at calculated strokes, double check volumes and calculations. Over
displace by no more than 50% of shoe track volume, ±9.0 bbls before consulting with Drilling
Engineer.
13.14 Bump the plug with 500 psi over displacement pressure. Bleed off pressure and confirm floats
are holding. If floats do not hold, pressure up string to final circulating pressure and hold until
cement is set. Monitor pressure build up and do not let it exceed 500 psi above final circulating
pressure if pressure must be held, this is to ensure the stage tool is not prematurely opened.
13.15 Be prepared for cement returns to surface. Dump cement returns in the cellar or open the shaker
bypass line to the cuttings tank. Have black water available and vac trucks ready to assist.
Ensure to flush out any rig components, hard lines and BOP stack that may have come in contact
with the cement.
Ensure to report the following on wellez:
Pre flush type, volume (bbls) & weight (ppg)
Cement slurry type, lead or tail, volume & weight
Pump rate while mixing, bpm, note any shutdown during mixing operations with a duration
Pump rate while displacing, note whether displacement by pump truck or mud pumps, weight & type
of displacing fluid
Note if casing is reciprocated or rotated during the job
Calculated volume of displacement, actual displacement volume, whether plug bumped & bump
pressure, do floats hold
Percent mud returns during job, if intermittent note timing during pumping of job. Final circulating
pressure
Note if pre flush or cement returns at surface & volume
Note time cement in place
Note calculated top of cement
Add any comments which would describe the success or problems during the cement job
Send final “As-Run” casing tally & casing and cement report to frank.roach@hilcorp.com,
nathan.sperry@hilcorp.com, and joseph.lastufka@hilcorp.com This will be included with the EOW
documentation that goes to the AOGCC.
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14.0 N/U BOP and Test
14.1 N/D the diverter T, knife gate, diverter line & N/U 13-5/8” x 13-5/8” 5M wellhead.
14.2 N/U 13-5/8” x 5M BOP as follows:
BOP configuration from top down: 13-5/8” x 5M annular / 13-5/8” x 5M double gate / 13-
5/8” x 5M mud cross / 13-5/8” x 5M single gate
Double gate ram should be dressed with 2-7/8” x 5” VBRs or 5” solid body rams in top
cavity,blind ram in bottom cavity.
Single ram can be dressed with 2-7/8” x 5” VBRs
N/U bell nipple, install flowline.
Install (1) manual valve & HCR valve on kill side of mud cross. (Manual valve closest to
mud cross).
Install (1) manual valve on choke side of mud cross. Install an HCR outside of the manual
valve
14.3 Install BOP test plug
14.4 Test BOP to 250/3000 psi for 5/5 min. Test annular to 250/2500 psi for 5/5 min.
Test 2-7/8” x 5” rams with the 2-7/8” and 5” test joints
Confirm test pressures with PTD
Ensure to monitor side outlet valves and annulus valve pressure gauges to ensure no pressure
is trapped underneath test plug
Once BOPE test is complete, send a copy of the test report to town engineer and drilling tech
14.5 R/D BOP test equipment
14.6 Dump and clean mud pits, send spud mud to G&I pad for injection.
14.7 Mix LSND fluid for production hole. Ensure LSND mud weight matches the weight at TD of
surface hole.
14.8 Set wearbushing in wellhead.
14.9 If needed, rack back as much 5” DP in derrick as possible to be used while drilling the hole
section.
14.10 Ensure 5-3/4” liners in mud pumps.
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15.0 Drill 12-1/4” Hole Section
15.1 M/U 12-1/4” Cleanout BHA (Milltooth Bit & 1.22° PDM)
15.2 TIH w/ 12-1/4” cleanout BHA to float equipment. Note depth TOC tagged on AM report.
15.3 R/U and test casing to 2500 psi / 30 min. Ensure to record volume / pressure (every ¼ bbl) and
plot on FIT graph. AOGCC reg is 50% of burst = 5020 / 2 = ~2510 psi, but max test pressure on
the well is 2,500 psi as per AOGCC. Document incremental volume pumped (and subsequent
pressure) and volume returned. Ensure rams are used to test casing as per AOGCC Industry
Guidance Bulletin 17-001.
15.4 Drill out shoe track and 20’ of new formation.
15.5 CBU and condition mud for FIT. Pump at least one high vis sweep at maximum rate to surface to
clean up debris.
15.6 Conduct FIT to 12.0 ppg EMW. Chart test. Ensure test is recorded on same chart as the casing
test. Document incremental volume pumped (and subsequent pressure) and volume returned.
12.0 ppg desired to cover shoe strength for expected ECD’s. A 10.6 ppg FIT is the minimum
required to drill ahead
10.6 ppg provides >25 bbls based on 9.2 ppg MW, 8.46 ppg PP (swabbed kick at 9.2 ppg
BHP)
15.7 POOH & LD Cleanout BHA
15.8 P/U 12-1/4” RSS directional BHA.
Ensure BHA components have been inspected previously.
Drift and caliper all components before M/U. Visually verify no debris inside components that
cannot be drifted.
Ensure TF offset is measured accurately and entered correctly into the MWD software.
Ensure MWD is R/U and operational.
Ensure GWD is included in the BHA
Have DD run hydraulics calculations on site to ensure optimum nozzle sizing.
Drill string will be 5” 19.5# S-135 XT50.
Run a non-ported float in the production hole section.
* Email casing test and digital data upon completion of FIT.- mgr
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15.9 12-1/4” hole section mud program summary:
Density: Weighting material to be used for the hole section will be barite. Additional
barite will be on location to weight up the active system (1) ppg above highest anticipated
MW.
Solids Concentration: Keep the shaker screen size optimized and fluid running to near
the end of the shakers. It is okay if the shakers run slightly wet to ensure we are running
the finest screens possible.
Rheology: Keep viscosifier additions reasonably low. Utilize sweeps (weighted, high
vis, tandem) to inform hole cleaning efficiency. Ensure 6 rpm is > 12. (~hole diameter)
for sufficient hole cleaning
Run the centrifuge as needed while drilling the intermediate hole, this will help with
solids removal.
Dump and dilute as necessary to keep drilled solids to an absolute minimum.
MD Totco PVT will be used throughout the drilling and completion phase. Remote
monitoring stations will be available at the driller’s console, Co Man office, &
Toolpusher office.
System Type:8.9 – 9.5 ppg LSND drilling fluid
Properties:
Interval Density PV YP API FL Total Solids MBT Hardness
Intermediate 8.9-9.5 5-20 - ALAP 15 - 30 <8 <10% <8 <200
System Formulation:
Product- intermediate Size Pkg ppb or (% liquids)
Soda Ash 50 lb sx 0.17
PowerVIS 25 lb sx 1.5 –2.0
M-I Pac UL 50 lb sx 3.0
Hydrahib/Kla-Stop 55 gal dm 1.0 –1.5
KCl 50 lb sx 10.7
SCREENKLEEN 55 gal dm 0.25
M-I Wate 50 lb sx 56 (as needed for wt)
Busan 1060 55 gal dm 2.1
15.10 TIH with 12-1/4” directional assembly to bottom
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15.11 Displace wellbore to 8.9 ppg LSND drilling fluid
15.12 Begin drilling 12-1/4” hole section, on-bottom staging technique:
Tag bottom and begin drilling with 100 - 120 rpms at bit. Allow WOB to stabilize at 5-8k.
Slowly begin bringing up rpms, monitoring stick slip and BHA vibrations
If BHA begins to show excessive vibrations / whirl / stick slip, it may be necessary to P/U
off bottom and restart on bottom staging technique. If stick slip continues, consider adding
0.5% lubes
15.14 Drill 12-1/4” hole section to section TD per Geologist and Drilling Engineer.
Flow Rate: 700-900 gpm, target min. AV’s 148 ft/min, 750 gpm
RPM: 120+
Utilize GWD surveys for entire 12-1/4” hole section
Efforts should be made to minimize dog legs in the intermediate hole.
Keep any directional work to DLS < 3 deg / 100. Any doglegs over 3 deg / 100 need to be
addressed before drilling ahead.
Pump sweeps and maintain mud rheology to ensure effective hole cleaning. Mud rheology is
the primary method of transporting cuttings.
Ensure shaker screens are set up to handle this flowrate. Ensure shakers are running slightly
wet to maximize solids removal efficiency. Check for holes in screens on every connection.
Keep pipe movement with pumps off to slow speeds, to keep surge and swab pressures low
Take MWD surveys every stand, can be taken more frequently if deemed necessary, ex:
concretion deflection
Monitor Torque and Drag with pumps on every 5 stands
Monitor ECD, pump pressure & hookload trends for hole cleaning indication
Surveys can be taken more frequently if deemed necessary.
Good drilling and tripping practices are vital for avoidance of differential sticking. Make
every effort to keep the drill string moving whenever possible and avoid stopping with the
BHA across sands for any extended period of time.
Limit maximum instantaneous ROP to < 200 fph. The formations will drill faster than this,
but if a concretion is hit closer to TD when drilling this fast, cutter damage can occur.
Target ROP is as fast as we can clean the hole (under 200 fph) without having to backream
connections. Hole cleaning is key.
Note depths of the Ugnu coals for post-TD backreaming awareness
A/C: All wells have a clearance factor greater than 1.0 in the surface interval.
15.15 At TD, CBU (minimum 5-7X, more if needed) at max rate and rotation (120+ rpm). Pump
tandem sweeps if needed
Rack back a stand at each bottoms up and reciprocate a full stand in between (while
circulating the BU). Keep the pipe moving while pumping.
Monitor BU for increase in cuttings. Cuttings in laterals will come back in waves and not a
consistent stream so circulate more if necessary
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15.16 BROOH with the drilling assembly to the 13-3/8” casing shoe.
Circulate at full drill rate unless losses are seen.
Rotate at maximum rpm that can be sustained.
Target pulling speed of 5 – 10 min/std (slip to slip time, not including connections), but
adjust as hole conditions dictate. Slow pulling speed when backreaming through coal depths
seen when drilling.
Have the flowline jets hooked up and be ready to jet the flowline at the first sign of clay
balling.
If flow rates are reduced to combat overloaded shakers/flowline, stop back reaming until
parameters are restored.
Monitor returns during the backream for increase in cuttings. Cuttings in laterals will come
back in waves and not a consistent stream so circulate more if necessary.
15.17 CBU minimum two times at 13-3/8” shoe and clean casing with high vis sweeps.
15.18 Monitor well for flow.
15.19 POOH and LD BHA
15.20 Change upper rams from 2-7/8” x 5” VBRs to 9-5/8” casing rams and test to 250 psi low, 3,000
psi high for 5/5 minutes with 9-5/8” test joint.
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16.0 Run 9-5/8” Intermediate Casing
16.1 R/U Parker Wellbore 9-5/8” casing running equipment (CRT & Tongs)
Ensure 9-5/8” BTC x XT50 XO on rig floor and M/U to FOSV.
Use BOL 2000 thread compound. Dope pin end only w/ paint brush.
R/U of CRT if hole conditions require.
R/U a fill up tool to fill casing while running if the CRT is not used.
Ensure all casing has been drifted to at least 8-1/2” on the location prior to running.
Note that 40# API drift is 8.679”
Be sure to count the total # of joints on the location before running.
Keep hole covered while R/U casing tools.
Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
16.2 P/U shoe joint, visually verify no debris inside joint.
16.3 Continue M/U & thread locking 120’ shoe track assembly consisting of:
9-5/8” Float Shoe
1 joint – 9-5/8” TXP, 2 Centralizers 10’ from each end w/ stop rings
1 joint –9-5/8” TXP, 1 Centralizer mid joint w/ stop ring
1 joint – 9-5/8” TXP, 1 Centralizer mid joint w/ stop ring
9-5/8” Float Collar
1 joint – 9-5/8” TXP, 1 Centralizer mid joint with stop ring
16.4 Continue running 9-5/8” surface casing
Fill casing while running using fill up line on rig floor.
Use BOL 2000 thread compound. Dope pin end only w/ paint brush.
Centralization:
1 centralizer (locked mid-joint) every joint to ~ 3,000’ MD from 9-5/8” shoe
1 centralizer (locked mid-joint) every 2 joints to ~100’ MD below 13-3/8” shoe
Utilize a collar clamp until weight is sufficient to keep slips set properly.
Fill casing while running using fill up line on rig floor.
Any packing off while running casing should be treated as a major problem. It is preferable
to POH with casing and condition hole than to risk the cement job.
9-5/8” 40# L-80 BTC Make-Up Torques - Make up to Mark 10 jts Take Average:
Casing OD Optimum
9-5/8” To Mark
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16.5 CBU at 13-3/8” shoe, prior to entering open hole.
16.6 Continue to RIH with 9-5/8” intermediate casing to TD. Break circulation every 5 joints and
wash down. Take special care when staging pumps up and down to avoid surging and breaking
down the formation.
16.7 Watch displacement carefully and avoid surging the hole. Slow down running speed if
necessary.
16.8 Slow in and out of slips.
16.9 P/U landing joint/hanger assembly and M/U to casing string. Position the casing shoe +/- 10’
from TD. Strap the landing joint prior to the casing job and mark the joint at (1) ft intervals to
use as a reference when getting the casing on depth.
16.10 Lower casing and land hanger to confirm depth. Confirm measurements.
16.11 Circulate and condition mud through CRT. Reduce YP to < 20 to help ensure success of cement
job. Ensure adequate amounts of cold M/U water are available to achieve this. If possible,
reciprocate casing string while conditioning mud.
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17.0 Cement 9-5/8” Intermediate Casing
17.1 Hold a pre-job safety meeting over the upcoming cement operations. Make room in pits for
volume gained during cement job. Ensure adequate cement displacement volume available as
well. Ensure mud & water can be delivered to the cementing unit at acceptable rates.
How to handle cement returns at surface. Ensure vac trucks are on standby and ready to
assist.
Which pumps will be utilized for displacement, and how fluid will be fed to displacement
pump.
Ensure adequate amount of water for mix fluid is heated and available in the water tanks.
Positions and expectations of personnel involved with the cementing operation.
i. Extra hands in the pits to strap during the cement job to identify any losses
Review test reports and ensure pump times are acceptable.
Conduct visual inspection of all hard lines and connections used to route slurry to rig floor.
17.2 Document efficiency of all possible displacement pumps prior to cement job.
17.3 Flush through cement pump and treating iron from pump to rig floor to the shakers. This will
help ensure any debris left in the cement pump or treating iron will not be pumped downhole.
17.4 R/U cement line (if not already done so). Company Rep to witness loading of the top and
bottom plugs to ensure done in correct order.
17.5 Fill surface cement lines with water and pressure test.
17.6 Drop first bottom plug – HEC rep to witness. Pump spacer.
17.7 Drop second bottom plug – HEC rep to witness. Mix and pump lead cement per below
calculations, confirm actual cement volumes with cementer after TD is reached.
17.8 Drop third bottom plug – HEC rep to witness. Mix and pump tail cement per below calculations,
confirm actual cement volumes with cementer after TD is reached.
Cement volume based on annular volume + 65% open hole excess. Job will consist of lead &
tail, TOC brought to ~345’ TVD above top of the Schrader NA +500’ MD.
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Estimated Total Cement Volume:
Cement Slurry Design:
17.9 Attempt to reciprocate casing during cement pumping if hole conditions allow. Watch
reciprocation PU and SO weights, If the hole gets “sticky”, cease pipe reciprocation, land hanger
on profile, and continue with the cement job.
17.10 After pumping cement, drop top plug and displace cement with spud mud out of mud pits.
Ensure volumes pumped and volumes returned are documented and constant
communication between mud pits, HEC Rep and HES Cementers during the entire job.
17.11 Ensure rig pump is used to displace cement.
17.12 Displacement calculation is in the Table in step 17.8.
17.13 Monitor returns closely while displacing cement. Adjust pump rate if losses are seen at any
point during the job.
17.14 If plug is not bumped at calculated strokes, double check volumes and calculations. Over
displace by no more than 50% of shoe track volume, ±4.5 bbls before consulting with Drilling
Engineer.
17.15 Bump the plug with 500 psi over displacement pressure. Bleed off pressure and confirm floats
are holding. If floats do not hold, pressure up string to final circulating pressure and hold until
cement is set. Monitor pressure build up and do not let it exceed 500 psi above final circulating
pressure if pressure must be held.
Lead Slurry Tail Slurry
System EconoCem HalCem
Density 12.0 lb/gal 15.8 lb/gal
Yield 2.35 ft3/sk 1.16 ft3/sk
Mix Water 13.92 gal/sk 4.98 gal/sk
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17.16 While unlikely, be prepared for cement returns to surface. Dump cement returns through the
shaker bypass line to the cuttings tank. Have black water available and vac trucks ready to
assist. Ensure to flush out any rig components, hard lines and BOP stack that may come in
contact with cement returns.
17.17 Back off and LD landing joint. Install packoff and test per wellhead tech.
17.18 Freeze protect 13-3/8” x 9-5/8” casing annulus to ~3,200’ MD with dead crude or diesel after
cement tests indicate cement has reached 500 psi compressive strength.
Freeze protect with ~190 bbls of dead crude/diesel
Establish breakdown pressure and inject 5 bbls past breakdown to confirm annulus is clear
Ensure total injection volume injected down the annulus (including mud used to keep
annulus open) doesn’t exceed 110% of the 13-3/8” x 9-5/8” annular volume.
17.19 Change upper rams from 9-5/8” casing rams to 2-7/8” x 5” VBRs and test to 250 psi low, 3,000
psi high with 2-7/8” and 5” test joints.
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Ensure to report the following on wellez:
Pre flush type, volume (bbls) & weight (ppg)
Cement slurry type, lead or tail, volume & weight
Pump rate while mixing, bpm, note any shutdown during mixing operations with a duration
Pump rate while displacing, note whether displacement by pump truck or mud pumps, weight & type
of displacing fluid
Note if casing is reciprocated or rotated during the job
Calculated volume of displacement, actual displacement volume, whether plug bumped & bump
pressure, do floats hold
Percent mud returns during job, if intermittent note timing during pumping of job. Final circulating
pressure
Note if pre flush or cement returns at surface & volume
Note time cement in place
Note calculated top of cement
Add any comments which would describe the success or problems during the cement job
Send final “As-Run” casing tally & casing and cement report to frank.roach@hilcorp.com,
nathan.sperry@hilcorp.com, and joseph.lastufka@hilcorp.com This will be included with the EOW
documentation that goes to the AOGCC.
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18.0 Drill 8-1/2” Hole Section
18.1 M/U 8.5” Cleanout BHA (Milltooth Bit & 1.22° PDM)
18.2 TIH w/ 8-1/2” cleanout BHA to TOC above the float collar. Note depth TOC tagged on morning
report.
18.3 R/U and test casing to 3000 psi / 30 min. Ensure to record volume / pressure (every ¼ bbl) and
plot on FIT graph. AOGCC reg is 50% of burst = 5750 / 2 = ~2875 psi. Document incremental
volume pumped (and subsequent pressure) and volume returned. Ensure rams are used to test
casing as per AOGCC Industry Guidance Bulletin 17-001.
18.4 Drill out shoe track and 20’ of new formation.
18.5 CBU and condition mud for FIT. Pump at least one high vis sweep at maximum rate to surface to
clean up debris.
18.6 Conduct FIT to 12.0 ppg EMW. Chart test. Ensure test is recorded on same chart as FIT.
Document incremental volume pumped (and subsequent pressure) and volume returned.
12.0 ppg desired to cover shoe strength for expected ECD’s. A 10.1 ppg FIT is the minimum
required to drill ahead
10.1 ppg provides >25 bbls based on 9.2ppg MW, 8.46ppg PP (swabbed kick at 9.2ppg
BHP)
18.7 POOH & LD Cleanout BHA
18.8 P/U 8-1/2” RSS directional BHA.
Ensure BHA components have been inspected previously.
Drift and caliper all components before M/U. Visually verify no debris inside components that
cannot be drifted.
Ensure TF offset is measured accurately and entered correctly into the MWD software.
Ensure MWD is R/U and operational.
Ensure GWD is included in the BHA
Have DD run hydraulics calculations on site to ensure optimum nozzle sizing. Hydraulics
calculations and recommended TFA is attached below.
Drill string will be 5” 19.5# S-135 XT50.
Run a non-ported float in the production hole section.
Schrader Bluff Bit Jetting Guidelines
Formation Jetting TFA
NB 6 x 14 0.902
OA 6 x 13 0.778
OB 6 x 13 0.778
* Email casing test and FIT digital data to AOGCC upon completion of FIT. - mgr
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18.9 8-1/2” hole section mud program summary:
Density: Weighting material to be used for the hole section will be calcium carbonate.
Additional calcium carbonate will be on location to weight up the active system (1) ppg
above highest anticipated MW.
Solids Concentration: It is imperative that the solids concentration be kept low while
drilling the production hole section. Keep the shaker screen size optimized and fluid
running to near the end of the shakers. It is okay if the shakers run slightly wet to ensure
we are running the finest screens possible.
Rheology: Keep viscosifier additions to an absolute minimum (N-VIS). Data suggests
excessive viscosifier concentrations can decrease return permeability. Do not pump high
vis sweeps, instead use tandem sweeps. Ensure 6 rpm is > 8.5 (hole diameter) for
sufficient hole cleaning
Run the centrifuge continuously while drilling the production hole, this will help with
solids removal.
Dump and dilute as necessary to keep drilled solids to an absolute minimum.
MD Totco PVT will be used throughout the drilling and completion phase. Remote
monitoring stations will be available at the driller’s console, Co Man office, &
Toolpusher office.
System Type:8.9 – 9.5 ppg FloPro drilling fluid
Properties:
Interval Density PV YP LSYP Total Solids MBT HPHT Hardness
Production 8.9-9.5 15-25 - ALAP 15 - 30 4-6 <10% <8 <11.0 <100
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System Formulation:
Product- production Size Pkg ppb or (% liquids)
Busan 1060 55 gal dm 0.095
FLOTROL 55 lb sx 6
CONQOR 404 WH (8.5 gal/100 bbls)55 gal dm 0.2
FLO-VIS PLUS 25 lb sx 0.7
KCl 50 lb sx 10.7
SMB 50 lb sx 0.45
LOTORQ 55 gal dm 1.0
SAFE-CARB 10 (verify)50 lb sx 10
SAFE-CARB 20 (verify)50 lb sx 10
Soda Ash 50 lb sx 0.5
18.10 TIH with 8-1/2” directional assembly to bottom
18.11 Install MPD RCD
18.12 Displace wellbore to 8.9 ppg FloPro drilling fluid
18.13 Begin drilling 8-1/2” hole section, on-bottom staging technique:
Tag bottom and begin drilling with 100 - 120 rpms at bit. Allow WOB to stabilize at 5-8k.
Slowly begin bringing up rpms, monitoring stick slip and BHA vibrations
If BHA begins to show excessive vibrations / whirl / stick slip, it may be necessary to P/U
off bottom and restart on bottom staging technique. If stick slip continues, consider adding
0.5% lubes
18.15 Drill 8-1/2” hole section to section TD per Geologist and Drilling Engineer.
Flow Rate: 350-550 gpm, target min. AV’s 200 ft/min, 385 gpm
RPM: 120+
Utilize GWD surveys for entire 8-1/2” hole section
Ensure shaker screens are set up to handle this flowrate. Ensure shakers are running slightly
wet to maximize solids removal efficiency. Check for holes in screens on every connection.
Keep pipe movement with pumps off to slow speeds, to keep surge and swab pressures low
Take MWD surveys every stand, can be taken more frequently if deemed necessary, ex:
concretion deflection
Monitor Torque and Drag with pumps on every 5 stands
Monitor ECD, pump pressure & hookload trends for hole cleaning indication
Surveys can be taken more frequently if deemed necessary.
Good drilling and tripping practices are vital for avoidance of differential sticking. Make
every effort to keep the drill string moving whenever possible and avoid stopping with the
BHA across the sand for any extended period of time.
Use ADR to stay in section.
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Limit maximum instantaneous ROP to < 200 fph. The sands will drill faster than this, but
when concretions are hit when drilling this fast, cutter damage can occur.
Target ROP is as fast as we can clean the hole (under 200 fph) without having to backream
connections
Watch for higher than expected pressure. MPD will be utilized to monitor pressure build up
on connections
Schrader Bluff OA Concretions: 4-6% Historically
AC: All wells have a clearance factor greater than 1.0 in the surface interval.
18.16 Reference:Halliburton has a procedure for Schrader OH sidetracks based on lessons
learned and best practices. Ensure the DD is referencing their procedure.
Patience is key! Getting kicked off too quickly might have been the cause of failed liner
runs on past wells.
If a known fault is coming up, put a slight “kick-off ramp” in wellbore ahead of the fault so
we have a nice place to low side.
Attempt to sidetrack low and right in a fast drilling interval where the wellbore is headed up.
Orient TF to low side and dig a trough with high flowrates for the first 30 feet, working
string back and forth. Trough for approximately 30 minutes.
Time drill at 4 to 6 feet per hour with high flow rates. Gradually increase ROP as the
openhole sidetrack is achieved.
18.17 At TD, CBU (minimum 3X, more if needed) at 200 ft/min AV (385+ gpm) and rotation (120+
rpm). Pump tandem sweeps if needed
Rack back a stand at each bottoms up and reciprocate a full stand in between (while
circulating the BU). Keep the pipe moving while pumping.
Monitor BU for increase in cuttings. Cuttings in laterals will come back in waves and not a
consistent stream so circulate more if necessary
If seepage losses are seen while drilling, consider reducing MW at TD to 9.0 ppg minimum
18.18 Mix and pump 40 bbl 10 ppb SAPP pill. Line up to a closed loop system and circulate three SAP
pills with 50 bbl in between. Displace out SAP pills. Monitor shakers for returns of mud filter
cake and calcium carbonate. Circulate the well clean.
Losses during the cleanup of the wellbore are a good indication that the mud filter cake is
being removed, including an increase in the loss rate.
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18.19 Displace 1.5 OH + Liner volume with viscosified brine.
Proposed brine blend (aiming for an 8 on the 6 RPM reading) -
KCl: 7.1bbp for 2%
NaCl: 60.9 ppg for 9.4 ppg
Lotorq: 1.5%
Lube 776: 1.5%
Soda Ash: as needed for 9.5pH
Busan 1060: 0.42 ppb
Flo-Vis Plus: 1.25 ppb
Monitor well for loss rate and contact Drilling Engineer and/or Ops Engineer if further
discussion needed prior to BROOH.
18.20 BROOH with the drilling assembly to the 9-5/8” casing shoe. Note: PST test is NOT required.
Circulate at full drill rate unless losses are seen (350 gpm minimum if on losses)
Rotate at maximum rpm that can be sustained.
Target pulling speed of 5 – 10 min/std (slip to slip time, not including connections), but
adjust as hole conditions dictate.
When pulling across any OHST depths, turn pumps off and rotary off to minimize
disturbance. Trip back in hole past OHST depth to ensure liner will stay in correct
hole section, check with ABI compared to as drilled surveys
18.21 CBU minimum two times at 9-5/8” shoe and clean casing with high vis sweeps.
18.22 Monitor well for flow. Increase mud weight if necessary
Wellbore breathing has been seen on past MPU SB wells. Perform extended flow checks to
determine if well is breathing, treat all flow as an influx until proven otherwise
If necessary, increase MW at shoe for any higher than expected pressure seen
18.23 Pull RCD Bearing and install trip nipple.
18.24 POOH and LD BHA. Rabbit DP on TOH, ensure rabbit diameter is sufficient for future ball
drops.
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19.0 Run 5-1/2” x 4-1/2” Production Liner (Lower Completion)
19.1 Well control preparedness: In the event of an influx of formation fluids while running the
production liner with screens, the following well control response procedure will be followed:
With 4-1/2” joint across BOP: P/U & M/U the 5” safety joint (with 4-1/2” crossover installed
on bottom, TIW valve in open position on top, 4-1/2” handling joint above TIW). This joint
shall be fully M/U and available prior to running the first joint of 4-1/2” liner.
19.2 Confirm VBR’s have been tested to cover 2-7/8” and 5” pipe sizes to 250 psi low/3000 psi high.
19.3 R/U 4-1/2” liner running equipment.
Ensure 4-1/2” Hydril 625 x XT-50 crossovers are on rig floor and M/U to FOSV.
Ensure the liner has been drifted on the deck prior to running.
Be sure to count the total # of joints on the deck before running.
Keep hole covered while R/U casing tools.
Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
19.4 Run 4-1/2” production liner.
Production liner will be a combination of screened and solid joints. Confirm with geologist
and OE for any solid joint placement.
Use API Modified or “Best O Life 2000 AG” equivalent thread compound. Dope pin end
only w/ paint brush. Wipe off excess. Thread compound can plug the screens
Utilize a collar clamp until weight is sufficient to keep slips set properly.
Use lift nubbins and stabbing guides for the liner run.
Centralization:
1 centralizer every joint to ~ 100’ MD from intermediate shoe
Obtain up and down weights of the liner before picking up liner hanger assembly. Record
rotating torque at 10 and 20 rpm
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4-1/2” 13.5# L-80 H625
Casing OD Minimum Optimum Maximum
Operating Torque
4.5” 8,000 ft-lbs 9,600 ft-lbs 12,800 ft-lbs
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5-1/2” 20.0# L-80 EZGO HT
Casing OD Minimum
Make-up Torque
Maximum
Make-Up Torque
Maximum
Operating Torque
5.5” 6,997 ft-lbs 10,728 ft-lbs 20,145 ft-lbs
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19.5 Ensure that the liner top packer is set ~150’ MD above the 9-5/8” shoe.
AOGCC regulations require a minimum 100’ overlap between the inner and outer strings as
per 20 AAC 25.030(d)(6). Ensure hanger/packer will not be set in a 9-5/8” connection.
19.6 Before picking up Baker SLZXP liner hanger / packer assy, count the # of joints on the pipe deck
to make sure it coincides with the pipe tally.
19.7 M/U Baker SLZXP liner top packer to 4-1/2” liner.
19.8 Note: PU, SO, ROT and torque of liner. Run liner in the hole one stand and pump through liner
hanger to ensure a clear flow path exists.
19.9 RIH with liner no faster than 30 ft/min – this is to prevent buckling the liner and drill string and
weight transfer to get liner to bottom with minimal rotation. Watch displacement carefully and
avoid surging the hole or buckling the liner. Slow down running speed if necessary.
Ensure 5” DP/HWDP has been drifted
There is no inner string planned to be run, as opposed to previous wells. The DP should auto
fill. Monitor FL and if filling is required due to losses/surging.
19.10 Slow in and out of slips. Ensure accurate slack off data is gathered during RIH. Record shoe
depth + SO depth every stand. Record torque value if it becomes necessary to rotate the string to
bottom.
19.11 Obtain up and down weights of the liner before entering open hole. Record rotating torque at 10,
& 20 RPM.
19.12 If any open hole sidetracks have been drilled, monitor sidetrack depths during run in and ensure
shoe enters correct hole.
19.13 TIH deeper than planned setting depth. Last motion of the liner should be up to ensure it is set in
tension.
19.14 Rig up to pump down the work string with the rig pumps.
19.15 Break circulation. Begin circulating at ~1 BPM and monitor pump pressures. Do not exceed
1,600 psi while circulating.Pusher tool is set at 2,100 psi with 5% shear screws but it should be
discussed before exceeding 1,600 psi. Note all losses. Confirm all pressures with Baker
19.16 Prior to setting the hanger and packer, double check all pipe tallies and record amount of drill
pipe left on location. Ensure all numbers coincide with proper setting depth of liner hanger.
19.17 Shut down pumps. Drop setting ball down the workstring and pump slowly (1-2 BPM). Slow
pump before the ball seats. Do not allow ball to slam into ball seat.
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19.18 Continue pressuring up to 2,700 psi to set the SLZXP liner hanger/packer. Hold for 5 minutes.
Slack off 20K lbs on the SZXP liner hanger/packer to ensure the HRDE setting tool is in
compression for release from the SLZXP liner hanger/packer. Continue pressuring up 4,500 psi
to release the HRDE running tool.
19.19 Bleed DP pressure to 0 psi. Pick up to expose rotating dog sub and set down 50K without
pulling sleeve packoff. Pick back up without pulling sleeve packoff, begin rotating at 10-20
RPM and set down 50K again.
19.20 PU to neutral weight, close BOP and test annulus to 1,500 psi for 10 minutes charted.
19.21 Bleed off pressure and open BOPE. Pickup to verify that the HRD setting tool has released. If
packer did not test, rotating dog sub can be used to set packer. If running tool cannot be
hydraulically released, apply LH torque to mechanically release the setting tool.
19.22 PU pulling running tool free of the packer and displace at max rate to wash the liner top. Pump
sweeps as needed.
19.23 POOH. LD and inspect running tools. If setting of liner hanger/packer proceeded as planned,
LD DP on the TOOH.
Note: Once running tool is LD, swap to the completion AFE.
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20.0 Run 2-7/8” Tubing (Upper Completion)
20.1 M/U ESP assembly and RIH to setting depth. TIH no faster than 90 ft/min.
Ensure wear bushing is pulled.
Ensure 2-7/8” EUE 8RD x XT-50 crossover is on rig floor and M/U to FOSV.
Ensure all tubing has been drifted in the pipe shed prior to running.
Ensure that the ESP Cable spooler is rigged up to the rig floor.
Be sure to count the total # of joints in the pipe shed before running.
Keep hole covered while R/U casing tools.
Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
Monitor displacement from wellbore while RIH.
2-7/8” 6.5# L-80 EUE 8RD
Casing OD Minimum Optimum Maximum
Operating Torque
2.875” 1,690 ft-lbs 2,250 ft-lbs 2,810 ft-lbs
2-” Upper Completion Running Order
Centralizer (OD = ±5.85”), Base at ±12,000’ MD – Confirm final set depth with Operations
Engineer Taylor Wellman,twellman@hilcorp.com or 907-947-9533. The ideal set depth of
the ESP has a DSL less than 1.0 deg.
Intake Sensor
360Hp 456 Motor (OD = 4.56”)
Lower Seal Section
Upper Seal Section
Intake / Gas Separator
Pump Section 3
Pump Section 2
Pump Section 1
Discharge Head
Joints 2-7/8”, 6.5#, L-80, EUE 8rd tubing
±10’ Pup Joint 2-7/8”, 6.5#, L-80, EUE 8rd
2-7/8” GLM (+/-140’ MD)
±10’ Pup Joint 2-7/8”, 6.5#, L-80, EUE 8rd
1 joint 2-7/8”, 6.5#, L-80, EUE 8rd tubing
Page 45
Milne Point Unit
R-104 SB Producer
Drilling Procedure
2-7/8”, 6.5#, L-80, EUE 8rd space out pups (if needed)
1 joint 2-7/8”, 6.5#, L-80, EUE 8rd tubing
Tubing hanger with 2-7/8”, 6.5#, L-80, EUE 8rd pin down
20.2 Follow all service company procedures for handling, make up and deployment of the ESP
system.
Typical clamping is every joint for the first 15 joints and then every other joint to surface.
Make note of clamping performed in tally.
Perform electrical continuity checks every 2,000’ MD.
20.3 MU tubing hanger, install penetrator, and terminate ESP cable. Perform final continuity check.
20.4 RIH and land hanger. RILDS and test hanger.
20.5 Set BPV, ensure new body seals are installed each time. ND BOPE and NU adapter flange and
tree.
20.6 Pull BPV. Set TWC. Test tree to 5000 psi.
20.7 Pull TWC. Set BPV. Bullhead tubing & IA freeze protect if/as needed.
20.8 Secure the tree and cellar.
21.0 RDMO
21.1 RDMO Parker 273
Page 46
Milne Point Unit
R-104 SB Producer
Drilling Procedure
22.0 Parker 273 Diverter Schematic
Page 47
Milne Point Unit
R-104 SB Producer
Drilling Procedure
23.0 Parker 273 BOP Schematic
Page 48
Milne Point Unit
R-104 SB Producer
Drilling Procedure
24.0 Wellhead Schematic
Page 49
Milne Point Unit
R-104 SB Producer
Drilling Procedure
25.0 Days vs Depth
Page 50
Milne Point Unit
R-104 SB Producer
Drilling Procedure
26.0 Formation Tops & Information
TOP NAME TVD
(FT)
TVDSS
(FT)
MD
(FT)
Formation Pressure
(psi)
EMW
(ppg)
SV5 1,392 1,328 1,463 612 8.46
Base Permafrost 1,882 1,818 2,368 828 8.46
SV1 2,068 2,004 3,153 910 8.46
LA3 3,358 3,294 8,615 1477 8.46
UG_MB 3,570 3,506 9,512 1570 8.46
SB_Na 3,832 3,768 10,621 1686 8.46
SB_Oa 3,958 3,894 11,374 1741 8.46
Page 51
Milne Point Unit
R-104 SB Producer
Drilling Procedure
L-Pad and F-Pad Data Sheets Formation Descriptions (Closest & Most Analogous MPU Pads to Moose Pad)
Page 52
Milne Point Unit
R-104 SB Producer
Drilling Procedure
Page 53
Milne Point Unit
R-104 SB Producer
Drilling Procedure
27.0 Anticipated Drilling Hazards
16” Hole Section:
Lost Circulation
Ensure adequate amounts of LCM are available. Monitor fluid volumes to detect any early signs of lost
circulation. For minor seepage losses, consider adding small amounts of calcium carbonate.
Gas Hydrates
Gas hyrates have not been seen on Raven pad. However, be prepared for them. Remember that hydrate
gas behaves differently from a gas sand. Additional fluid density will not prevent influx of gas hydrates,
but can help control the breakout at surface. Once a gas hydrate has been disturbed the gas will come
out of the hole. Drill through the hydrate section as quickly as possible while minimizing gas belching.
Minimize circulation time while drilling through the hydrate zone. Excessive circulation will accelerate
formation thawing which can increase the amount of hydrates released into the wellbore. Keep the mud
circulation temperature as cold as possible. Weigh mud with both a pressurized and non-pressurized
mud scale. The non-pressurized scale will reflect the actual mud cut weight. Isolate/dump
contaminated fluid to remove hydrates from the system.
Hole Cleaning:
Maintain rheology of mud system. Sweep hole with high viscosity sweeps as necessary. Optimize
solids control equipment to maintain density, sand content, and reduce the waste stream. Monitor ECDs
to determine if additional circulation time is necessary. In a highly deviated wellbore, pipe rotation is
critical for effective hole cleaning. Rotate at maximum RPMs when CBU, and keep pipe moving to
avoid washing out a particular section of the hole. Ensure to clean the hole with rotation after slide
intervals. Do not out drill our ability to clean the hole.
Anti-Collison:
There are a number of wells in close proximity. Take directional surveys every stand, take additional
surveys if necessary. Continuously monitor proximity to offset wellbores and record any close
approaches on AM report. Discuss offset wellbores with production foreman and consider shutting in
adjacent wells if necessary. Monitor drilling parameters for signs of collision with another well. Well
specific A/C:
There are no wells with a CF < 1.0
Wellbore stability (Permafrost, running sands and gravel, conductor broaching):
Washouts in the permafrost can be severe if the string is left circulating across it for extended periods of
time. Keep mud as cool as possible by taking on cold water and diluting often. High TOH and RIH
speeds can aggravate fragile shale/coal formations due to the pressure variations between surge and
swab. Bring the pumps on slowly after connections. Monitor conductor for any signs of broaching.
Maintain mud parameters and increase MW to combat running sands and gravel formations.
H2S:
Treat every hole section as though it has the potential for H2S. No H2S events have been documented
on drill wells on this pad.
Page 54
Milne Point Unit
R-104 SB Producer
Drilling Procedure
1. The AOGCC will be notified within 24 hours if H2S is encountered in excess of 20 ppm during
drilling operations.
2. The rig will have fully functioning automatic H2S detection equipment meeting the requirements
of 20 AAC 25.066.
3. In the event H2S is detected, wellwork will be suspended and personnel evacuated until a
detailed mitigation procedure can be developed.
Page 55
Milne Point Unit
R-104 SB Producer
Drilling Procedure
12-1/4” Hole Section:
Lost Circulation
Ensure adequate amounts of LCM are available. Monitor fluid volumes to detect any early signs of lost
circulation. For minor seepage losses, consider adding small amounts of calcium carbonate.
Gas Hydrates
Gas hyrates have not been seen on Raven pad. However, be prepared for them. While the likely depths
for hydrates are in the surface interval, remain vigilant. Remember that hydrate gas behaves differently
from a gas sand. Additional fluid density will not prevent influx of gas hydrates, but can help control
the breakout at surface. Once a gas hydrate has been disturbed the gas will come out of the hole. Drill
through the hydrate section as quickly as possible while minimizing gas belching. Minimize circulation
time while drilling through the hydrate zone. Excessive circulation will accelerate formation thawing
which can increase the amount of hydrates released into the wellbore. Keep the mud circulation
temperature as cold as possible. Weigh mud with both a pressurized and non-pressurized mud scale.
The non-pressurized scale will reflect the actual mud cut weight. Isolate/dump contaminated fluid to
remove hydrates from the system.
Hole Cleaning:
Maintain rheology of mud system. Sweep hole with high viscosity sweeps as necessary. Optimize
solids control equipment to maintain density, sand content, and reduce the waste stream. Monitor ECDs
to determine if additional circulation time is necessary. In a highly deviated wellbore, pipe rotation is
critical for effective hole cleaning. Rotate at maximum RPMs when CBU, and keep pipe moving to
avoid washing out a particular section of the hole. Ensure to clean the hole with rotation after slide
intervals. Do not out drill our ability to clean the hole.
Anti-Collison:
There are a number of wells in close proximity. Take directional surveys every stand, take additional
surveys if necessary. Continuously monitor proximity to offset wellbores and record any close
approaches on AM report. Discuss offset wellbores with production foreman and consider shutting in
adjacent wells if necessary. Monitor drilling parameters for signs of collision with another well. Well
specific A/C:
There are no wells with a CF < 1.0
Wellbore stability (Permafrost, running sands and gravel, conductor broaching):
Washouts in the permafrost can be severe if the string is left circulating across it for extended periods of
time. Keep mud as cool as possible by taking on cold water and diluting often. High TOH and RIH
speeds can aggravate fragile shale/coal formations due to the pressure variations between surge and
swab. Bring the pumps on slowly after connections. Monitor conductor for any signs of broaching.
Maintain mud parameters and increase MW to combat running sands and gravel formations.
H2S:
Treat every hole section as though it has the potential for H2S. No H2S events have been documented
on drill wells on this pad.
Page 56
Milne Point Unit
R-104 SB Producer
Drilling Procedure
4. The AOGCC will be notified within 24 hours if H2S is encountered in excess of 20 ppm during
drilling operations.
5. The rig will have fully functioning automatic H2S detection equipment meeting the requirements
of 20 AAC 25.066.
6. In the event H2S is detected, wellwork will be suspended and personnel evacuated until a
detailed mitigation procedure can be developed.
Page 57
Milne Point Unit
R-104 SB Producer
Drilling Procedure
8-1/2” Hole Section:
Hole Cleaning:
Maintain rheology of mud system. Sweep hole with low-vis water sweeps. Ensure shakers are set up
appropriately to maximize solids removal efficiency. Run centrifuge continuously. Monitor ECDs to
determine if additional circulation time is necessary. In a highly deviated wellbore, pipe rotation is
critical for effective hole cleaning. Rotate at maximum RPMs when CBU, and keep pipe moving to
avoid washing out a particular section of the wellbore. Ensure to clean the hole with rotation after slide
intervals. Do not out drill our ability to clean the hole. Maintain circulation rate of > 300 gpm
Lost Circulation:
Ensure adequate amounts of LCM are available. Monitor fluid volumes to detect any early signs of lost
circulation. For minor seepage losses, consider adding small amounts of calcium carbonate.
Faulting:
There is one mapped fault that will be crossed while drilling the well. There could be others and the
throw of these faults is not well understood at this point in time. When a known fault is coming up,
ensure to put a “ramp” in the wellbore to aid in kicking off (low siding) later. Once a fault is crossed,
we’ll need to either drill up or down to get a look at the LWD log and determine the throw and then
replan the wellbore.
H2S:
Treat every hole section as though it has the potential for H2S. No H2S events have been documented
on drill wells on this pad.
1. The AOGCC will be notified within 24 hours if H2S is encountered in excess of 20 ppm during
drilling operations.
2. The rig will have fully functioning automatic H2S detection equipment meeting the requirements
of 20 AAC 25.066.
3. In the event H2S is detected, wellwork will be suspended and personnel evacuated until a
detailed mitigation procedure can be developed.
Abnormal Pressures and Temperatures:
Reservoir pressures are expected to be normal. Abnormal (offset injection) pressure has been seen on R-
Pad. Utilize MPD to mitigate any abnormal pressure seen.
Anti-Collision
Take directional surveys every stand, take additional surveys if necessary. Continuously monitor
drilling parameters for signs of magnetic interference with another well. Reference A/C report in
directional plan. Well specific AC:
There are no wells with a CF < 1.0
Page 58
Milne Point Unit
R-104 SB Producer
Drilling Procedure
28.0 Parker 273 Layout
Page 59
Milne Point Unit
R-104 SB Producer
Drilling Procedure
29.0 FIT Procedure
Formation Integrity Test (FIT) and
Leak-Off Test (LOT) Procedures
Procedure for FIT:
1. Drill 20' of new formation below the casing shoe (this does not include rat hole below the shoe).
2. Circulate the hole to establish a uniform mud density throughout the system. P/U into the shoe.
3. Close the blowout preventer (ram or annular).
4. Pump down the drill stem at 1/4 to 1/2 bpm.
5. On a graph with the recent casing test already shown, plot the fluid pumped (volume or strokes) vs.
drill pipe pressure until appropriate surface pressure is achieved for FIT at shoe.
6. Shut down at required surface pressure. Hold for a minimum 10 minutes or until the pressure stabilizes.
Record time vs. pressure in 1-minute intervals.
7. Bleed the pressure off and record the fluid volume recovered.
The pre-determined surface pressure for each formation integrity test is based on achieving an EMW at
least 1.0 ppg higher than the estimated reservoir pressure, and allowing for an appropriate amount of kick
tolerance in case well control measures are required.
Where required, the LOT is performed in the same fashion as the formation integrity test. Instead of
stopping at a pre-determined point, surface pressure is increased until the formation begins to take fluid;
at this point the pressure will continue to rise, but at a slower rate. The system is shut in and pressure
monitored as with an FIT.
Ensure that casing test and subsequent FIT tests are recorded on the same chart. Document incremental
volume pumped and returned during test.
Page 60
Milne Point Unit
R-104 SB Producer
Drilling Procedure
30.0 Parker 273 Choke Manifold Schematic
Page 61
Milne Point Unit
R-104 SB Producer
Drilling Procedure
31.0 Casing Design
Page 62
Milne Point Unit
R-104 SB Producer
Drilling Procedure
32.0 12-1/4” Hole Section MASP
Page 63
Milne Point Unit
R-104 SB Producer
Drilling Procedure
33.0 8-1/2” Hole Section MASP
Page 64
Milne Point Unit
R-104 SB Producer
Drilling Procedure
34.0 Spider Plot (NAD 27) (Governmental Sections)
Page 65
Milne Point Unit
R-104 SB Producer
Drilling Procedure
35.0 Surface Plat (As-Built) (NAD 27)
Standard Planning Report
30 August, 2024
Plan: MPU R-104 wp03
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Plan: MPU R-104
MPU R-104
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
-1000010002000300040005000True Vertical Depth (2000 usft/in)0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000Vertical Section at 302.41° (2000 usft/in)R-104 wp03 tgt6R-104 wp03 tgt9R-104 wp03 tgt14R-104 wp03 tgt2R-104 wp03 tgt13R-104 wp03 tgt5R-104 wp03 tgt12R-104 wp03 tgt10R-104 wp03 tgt11R-104 wp03 tgt7R-104 wp03 tgt4R-104 wp03 tgt1R-104 wp03 tgt3R-104 wp03 tgt813 3/8" x 16"9 5/8" x 12 1/4"4 1/2" x 8 1/2"5001000150020002500300035004000450050005500600065007000750080008500900095001000010500110001150012000125001300013500140001450015000155001600016500170001750018000185001900019500200002050020949MPU R-104 wp03Start Dir 3º/100' : 450' MD, 450'TVDStart Dir 4º/100' : 650' MD, 649.63'TVDEnd Dir : 2408.44' MD, 1891.78' TVDStart Dir 4º/100' : 10916.21' MD, 3901.39'TVDEnd Dir : 11135.76' MD, 3936.96' TVDBegin GeosteeringTotal Depth : 20948.55' MD, 3963.75' TVDMP_SV5Base PermafrostMP_SV1UG4ALA3UG_MBSB_NaSB_OaHilcorp Alaska, LLCCalculation Method:Minimum CurvatureError System:ISCWSAScan Method: Closest Approach 3DError Surface: Ellipsoid SeparationWarning Method: Error RatioWELL DETAILS: Plan: MPU R-104Ground Level: 16.80+N/-S +E/-WNorthingEastingLatittudeLongitude0.000.006033332.390540483.860 70° 30' 7.208 N 149° 40' 7.915 WSURVEY PROGRAMDate: 2024-04-02T00:00:00 Validated: Yes Version:Depth From Depth To Survey/Plan Tool46.95 4116.00 MPU R-104 wp03 (MPU R-104) GYD_Quest GWD4116.00 11385.50 MPU R-104 wp03 (MPU R-104) GYD_Quest GWD11385.50 20948.55 MPU R-104 wp03 (MPU R-104) GYD_Quest GWDFORMATION TOP DETAILSTVDPath MDPath Formation1391.75 1462.69 MP_SV51881.75 2368.27 Base Permafrost2067.75 3153.40 MP_SV12355.75 4372.66 UG4A3357.75 8614.67 LA33569.75 9512.18 UG_MB3831.75 10621.37 SB_Na3957.75 11374.28 SB_OaREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Plan: MPU R-104, True NorthVertical (TVD) Reference:As-Built: MPR-104 @ 63.75usftMeasured Depth Reference:As-Built: MPR-104 @ 63.75usftCalculation Method: Minimum CurvatureProject:Milne PointSite:M Pt Raven PadWell:Plan: MPU R-104Wellbore:MPU R-104Design:MPU R-104 wp03CASING DETAILSTVD MD Name Size2295.12 4116.00 13 3/8" x 16" 13-3/83958.73 11385.50 9 5/8" x 12 1/4" 9-5/83963.75 20948.55 4 1/2" x 8 1/2" 4-1/2SECTION DETAILSSec MD Inc Azi TVD +N/-S +E/-W Dleg TFace VSect TargetAnnotation1 46.95 0.00 0.00 46.95 0.00 0.00 0.00 0.00 0.002 450.00 0.00 0.00 450.00 0.00 0.00 0.00 0.00 0.00Start Dir 3º/100' : 450' MD, 450'TVD3 650.00 6.00 300.00 649.63 5.23 -9.06 3.00 300.00 10.45Start Dir 4º/100' : 650' MD, 649.63'TVD4 2408.44 76.34 300.89 1891.78 561.44 -942.05 4.00 0.92 1096.23End Dir : 2408.44' MD, 1891.78' TVD5 10916.21 76.34 300.89 3901.39 4805.35 -8036.61 0.00 0.00 9360.31Start Dir 4º/100' : 10916.21' MD, 3901.6 11135.76 85.00 302.35 3936.96 4918.85 -8220.90 4.00 9.59 9576.72End Dir : 11135.76' MD, 3936.96' TVD7 11385.76 85.00 302.35 3958.75 5052.11 -8431.29 0.00 0.00 9825.77 R-104 wp03 tgt1Begin Geosteering8 11698.18 92.63 304.00 3965.20 5222.90 -8692.52 2.50 12.23 10137.869 12431.46 92.63 304.00 3931.49 5632.53 -9299.79 0.00 0.00 10870.0810 12550.80 90.00 305.40 3928.75 5700.45 -9397.87 2.50 151.97 10989.29 R-104 wp03 tgt211 12650.37 87.55 304.95 3930.88 5757.79 -9479.23 2.50 -169.50 11088.7012 12804.33 87.55 304.95 3937.45 5845.91 -9605.31 0.00 0.00 11242.3813 12897.54 89.37 303.49 3939.95 5898.30 -9682.35 2.50 -38.76 11335.5014 13697.54 89.37 303.49 3948.75 6339.71 -10349.49 0.00 0.00 12135.31 R-104 wp03 tgt415 13866.65 93.55 304.15 3944.45 6433.77 -10489.92 2.50 8.91 12304.2716 13961.39 93.55 304.15 3938.59 6486.85 -10568.18 0.00 0.00 12398.7917 14113.93 89.74 303.92 3934.21 6572.17 -10694.51 2.50 -176.61 12551.1818 15113.93 89.74 303.92 3938.75 7130.19 -11524.32 0.00 0.00 13550.82 R-104 wp03 tgt619 15265.71 85.95 304.08 3944.46 7215.00 -11650.04 2.50 177.55 13702.4120 15310.81 85.95 304.08 3947.64 7240.21 -11687.30 0.00 0.00 13747.3821 15481.78 90.22 303.92 3953.36 7335.74 -11828.93 2.50 -2.18 13918.1522 16681.78 90.22 303.92 3948.75 8005.38 -12824.70 0.00 0.00 15117.72 R-104 wp03 tgt823 16783.00 87.69 304.03 3950.59 8061.93 -12908.62 2.50 177.41 15218.8824 17050.21 87.69 304.03 3961.35 8211.36 -13129.87 0.00 0.00 15485.7625 17198.62 91.40 303.90 3962.53 8294.27 -13252.94 2.50 -2.08 15634.0926 18148.62 91.40 303.90 3939.32 8823.97 -14041.21 0.00 0.00 16583.4927 18195.29 90.00 303.90 3938.75 8849.99 -14079.94 3.00 180.00 16630.1428 18295.29 90.00 303.90 3938.75 8905.77 -14162.95 0.00 0.00 16730.10 R-104 wp03 tgt1029 18399.25 86.89 304.13 3941.57 8963.90 -14249.07 3.00 175.74 16833.9730 18587.98 86.89 304.13 3951.81 9069.64 -14405.06 0.00 0.00 17022.3431 18665.94 89.22 303.93 3954.46 9113.24 -14469.63 3.00 -4.96 17100.2232 19715.94 89.22 303.93 3968.75 9699.27 -15340.76 0.00 0.00 18149.75 R-104 wp03 tgt1233 19835.04 92.79 303.96 3966.66 9765.76 -15439.52 3.00 0.48 18268.7734 19945.41 92.79 303.96 3961.28 9827.34 -15530.96 0.00 0.00 18378.9735 20048.55 89.70 304.05 3959.04 9885.00 -15616.43 3.00 178.33 18482.0336 20948.55 89.70 304.05 3963.75 10388.92 -16362.11 0.00 0.00 19381.65 R-104 wp03 tgt14Total Depth : 20948.55' MD, 3963.75'You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
-5000
-3750
-2500
-1250
0
1250
2500
3750
5000
6250
7500
8750
10000
11250
12500
13750
15000
South(-)/North(+) (2500 usft/in)-16250 -15000 -13750 -12500 -11250 -10000 -8750 -7500 -6250 -5000 -3750 -2500 -1250 0
West(-)/East(+) (2500 usft/in)
R-104 wp03 tgt8
R-104 wp03 tgt3
R-104 wp03 tgt1
R-104 wp03 tgt4
R-104 wp03 tgt7
R-104 wp03 tgt11
R-104 wp03 tgt10
R-104 wp03 tgt12
R-104 wp03 tgt5
R-104 wp03 tgt13
R-104 wp03 tgt2
R-104 wp03 tgt14
R-104 wp03 tgt9
R-104 wp03 tgt6
13 3/8" x 16"
9 5/8" x 12 1/4"
4 1/2" x 8 1/2"
25012501750200022502500275030003250350037503964MPU R-104 wp03
Start Dir 3º/100' : 450' MD, 450'TVD
Start Dir 4º/100' : 650' MD, 649.63'TVD
End Dir : 2408.44' MD, 1891.78' TVD
Start Dir 4º/100' : 10916.21' MD, 3901.39'TVD
End Dir : 11135.76' MD, 3936.96' TVD
Begin Geosteering
Total Depth : 20948.55' MD, 3963.75' TVD
CASING DETAILS
TVD MD Name Size
2295.12 4116.00 13 3/8" x 16" 13-3/8
3958.73 11385.50 9 5/8" x 12 1/4" 9-5/8
3963.75 20948.55 4 1/2" x 8 1/2" 4-1/2
Project: Milne Point
Site: M Pt Raven Pad
Well: Plan: MPU R-104
Wellbore: MPU R-104
Plan: MPU R-104 wp03
WELL DETAILS: Plan: MPU R-104
Ground Level: 16.80
+N/-S +E/-W
Northing Easting Latittude Longitude
0.00 0.00
6033332.390 540483.860 70° 30' 7.208 N 149° 40' 7.915 W
REFERENCE INFORMATION
Co-ordinate (N/E) Reference:Well Plan: MPU R-104, True North
Vertical (TVD) Reference:As-Built: MPR-104 @ 63.75usft
Measured Depth Reference:As-Built: MPR-104 @ 63.75usft
Calculation Method:Minimum Curvature
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Map System:
Geo Datum:
Project
Map Zone:
System Datum:US State Plane 1927 (Exact solution)
NAD 1927 (NADCON CONUS)
Milne Point, ACT, MILNE POINT
Alaska Zone 04
Mean Sea Level
Using Well Reference Point
Using geodetic scale factor
Site Position:
From:
Site
Latitude:
Longitude:
Position Uncertainty:
Northing:
Easting:
M Pt Raven Pad
Map
Slot Radius:5.00 usft
usft
usft
"
6,033,201.000
540,134.000
13-3/16
70° 30' 5.934 N
149° 40' 18.238 W
Well
Well Position
Longitude:
Latitude:
Easting:
Northing:
+E/-W
+N/-S
Position Uncertainty Ground Level:
Plan: MPU R-104
Wellhead Elevation:0.00
0.00
0.00
6,033,332.390
540,483.860
70° 30' 7.208 N
149° 40' 7.915 W
16.80
usft
usft
usft
usft
usft
usft usft
°0.31Grid Convergence:
Wellbore
Declination
(°)
Field Strength
(nT)
Sample Date Dip Angle
(°)
MPU R-104
Model NameMagnetics
BGGM2024 8/29/2023 14.59 80.80 57,274.90478460
Phase:Version:
Audit Notes:
Design MPU R-104 wp03
PLAN
Vertical Section: Depth From (TVD)
(usft)
+N/-S
(usft)
Direction
(°)
+E/-W
(usft)
Tie On Depth:46.95
302.410.000.0046.95
Depth From
(usft)
Plan Survey Tool Program
RemarksTool NameSurvey (Wellbore)
Depth To
(usft)
Date 8/30/2024
GYD_Quest GWD
Gyrodata Stationary SPEAR
MPU R-104 wp03 (MPU R-104)46.95 4,116.001
GYD_Quest GWD
Gyrodata Stationary SPEAR
MPU R-104 wp03 (MPU R-104)4,116.00 11,385.502
GYD_Quest GWD
Gyrodata Stationary SPEAR
MPU R-104 wp03 (MPU R-104)11,385.50 20,948.553
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 2
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Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
TFO
(°)
+N/-S
(usft)
Measured
Depth
(usft)
Vertical
Depth
(usft)
Dogleg
Rate
(°/100usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Plan Sections
Target
0.000.000.000.000.000.0046.950.000.0046.95
0.000.000.000.000.000.00450.000.000.00450.00
300.000.003.003.00-9.065.23649.63300.006.00650.00
0.920.054.004.00-942.05561.441,891.78300.8976.342,408.44
0.000.000.000.00-8,036.614,805.353,901.39300.8976.3410,916.21
9.590.673.954.00-8,220.904,918.853,936.96302.3585.0011,135.76
0.000.000.000.00-8,431.295,052.113,958.75302.3585.0011,385.76 R-104 wp03 tgt1
12.230.532.442.50-8,692.525,222.903,965.20304.0092.6311,698.18
0.000.000.000.00-9,299.795,632.533,931.49304.0092.6312,431.46
151.971.17-2.212.50-9,397.875,700.453,928.75305.4090.0012,550.80 R-104 wp03 tgt2
-169.50-0.46-2.462.50-9,479.235,757.793,930.88304.9587.5512,650.37
0.000.000.000.00-9,605.315,845.913,937.45304.9587.5512,804.33
-38.76-1.571.952.50-9,682.355,898.303,939.95303.4989.3712,897.54
0.000.000.000.00-10,349.496,339.713,948.75303.4989.3713,697.54 R-104 wp03 tgt4
8.910.392.472.50-10,489.926,433.773,944.45304.1593.5513,866.65
0.000.000.000.00-10,568.186,486.853,938.59304.1593.5513,961.39
-176.61-0.15-2.502.50-10,694.516,572.173,934.21303.9289.7414,113.93
0.000.000.000.00-11,524.327,130.193,938.75303.9289.7415,113.93 R-104 wp03 tgt6
177.550.11-2.502.50-11,650.047,215.003,944.46304.0885.9515,265.71
0.000.000.000.00-11,687.307,240.213,947.64304.0885.9515,310.81
-2.18-0.102.502.50-11,828.937,335.743,953.36303.9290.2215,481.78
0.000.000.000.00-12,824.708,005.383,948.75303.9290.2216,681.78 R-104 wp03 tgt8
177.410.11-2.502.50-12,908.628,061.933,950.59304.0387.6916,783.00
0.000.000.000.00-13,129.878,211.363,961.35304.0387.6917,050.21
-2.08-0.092.502.50-13,252.948,294.273,962.53303.9091.4017,198.62
0.000.000.000.00-14,041.218,823.973,939.32303.9091.4018,148.62
180.000.00-3.003.00-14,079.948,849.993,938.75303.9090.0018,195.29
0.000.000.000.00-14,162.958,905.773,938.75303.9090.0018,295.29 R-104 wp03 tgt10
175.740.22-2.993.00-14,249.078,963.903,941.57304.1386.8918,399.25
0.000.000.000.00-14,405.069,069.643,951.81304.1386.8918,587.98
-4.96-0.262.993.00-14,469.639,113.243,954.46303.9389.2218,665.94
0.000.000.000.00-15,340.769,699.273,968.75303.9389.2219,715.94 R-104 wp03 tgt12
0.480.033.003.00-15,439.529,765.763,966.66303.9692.7919,835.04
0.000.000.000.00-15,530.969,827.343,961.28303.9692.7919,945.41
178.330.09-3.003.00-15,616.439,885.003,959.04304.0589.7020,048.55
0.000.000.000.00-16,362.1210,388.923,963.75304.0589.7020,948.55 R-104 wp03 tgt14
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 3
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Vertical
Section
(usft)
Dogleg
Rate
(°/100usft)
+N/-S
(usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Planned Survey
Vertical
Depth
(usft)
46.95 0.00 0.00 46.95 0.00 0.000.00 0.00 0.00 0.00
100.00 0.00 0.00 100.00 0.00 0.000.00 0.00 0.00 0.00
200.00 0.00 0.00 200.00 0.00 0.000.00 0.00 0.00 0.00
300.00 0.00 0.00 300.00 0.00 0.000.00 0.00 0.00 0.00
400.00 0.00 0.00 400.00 0.00 0.000.00 0.00 0.00 0.00
450.00 0.00 0.00 450.00 0.00 0.000.00 0.00 0.00 0.00
Start Dir 3º/100' : 450' MD, 450'TVD
500.00 1.50 300.00 499.99 0.65 3.000.33 -0.57 3.00 0.00
600.00 4.50 300.00 599.85 5.88 3.002.94 -5.10 3.00 0.00
650.00 6.00 300.00 649.63 10.45 3.005.23 -9.06 3.00 0.00
Start Dir 4º/100' : 650' MD, 649.63'TVD
700.00 8.00 300.23 699.26 16.54 4.008.29 -14.33 4.00 0.46
800.00 12.00 300.46 797.72 33.89 4.0017.07 -29.31 4.00 0.23
900.00 16.00 300.58 894.73 58.06 4.0029.35 -50.14 4.00 0.12
1,000.00 20.00 300.65 989.82 88.94 4.0045.09 -76.73 4.00 0.07
1,100.00 24.00 300.70 1,082.52 126.38 4.0064.19 -108.94 4.00 0.05
1,200.00 28.00 300.73 1,172.38 170.19 4.0086.58 -146.62 4.00 0.03
1,300.00 32.00 300.76 1,258.96 220.15 4.00112.13 -189.59 4.00 0.03
1,400.00 36.00 300.78 1,341.85 276.04 4.00140.73 -237.62 4.00 0.02
1,462.69 38.51 300.79 1,391.75 313.97 4.00160.16 -270.22 4.00 0.02
MP_SV5
1,500.00 40.00 300.80 1,420.64 337.57 4.00172.24 -290.50 4.00 0.02
1,600.00 44.00 300.81 1,494.94 404.44 4.00206.50 -347.96 4.00 0.01
1,700.00 48.00 300.82 1,564.39 476.33 4.00243.35 -409.73 4.00 0.01
1,800.00 52.00 300.84 1,628.66 552.89 4.00282.60 -475.49 4.00 0.01
1,900.00 56.00 300.85 1,687.42 633.74 4.00324.06 -544.94 4.00 0.01
2,000.00 60.00 300.86 1,740.41 718.50 4.00367.54 -617.73 4.00 0.01
2,100.00 64.00 300.86 1,787.34 806.74 4.00412.82 -693.51 4.00 0.01
2,200.00 68.00 300.87 1,828.01 898.05 4.00459.68 -771.90 4.00 0.01
2,300.00 72.00 300.88 1,862.21 991.96 4.00507.90 -852.54 4.00 0.01
2,368.27 74.73 300.88 1,881.75 1,057.35 4.00541.47 -908.68 4.00 0.01
Base Permafrost
2,408.44 76.34 300.89 1,891.78 1,096.23 4.00561.44 -942.05 4.00 0.01
End Dir : 2408.44' MD, 1891.78' TVD
2,500.00 76.34 300.89 1,913.41 1,185.16 0.00607.11 -1,018.40 0.00 0.00
2,600.00 76.34 300.89 1,937.03 1,282.30 0.00656.99 -1,101.79 0.00 0.00
2,700.00 76.34 300.89 1,960.65 1,379.43 0.00706.87 -1,185.18 0.00 0.00
2,800.00 76.34 300.89 1,984.27 1,476.57 0.00756.76 -1,268.57 0.00 0.00
2,900.00 76.34 300.89 2,007.89 1,573.71 0.00806.64 -1,351.96 0.00 0.00
3,000.00 76.34 300.89 2,031.52 1,670.84 0.00856.52 -1,435.35 0.00 0.00
3,100.00 76.34 300.89 2,055.14 1,767.98 0.00906.41 -1,518.74 0.00 0.00
3,153.40 76.34 300.89 2,067.75 1,819.85 0.00933.04 -1,563.27 0.00 0.00
MP_SV1
3,200.00 76.34 300.89 2,078.76 1,865.11 0.00956.29 -1,602.13 0.00 0.00
3,300.00 76.34 300.89 2,102.38 1,962.25 0.001,006.17 -1,685.52 0.00 0.00
3,400.00 76.34 300.89 2,126.00 2,059.39 0.001,056.05 -1,768.91 0.00 0.00
3,500.00 76.34 300.89 2,149.62 2,156.52 0.001,105.94 -1,852.29 0.00 0.00
3,600.00 76.34 300.89 2,173.24 2,253.66 0.001,155.82 -1,935.68 0.00 0.00
3,700.00 76.34 300.89 2,196.86 2,350.79 0.001,205.70 -2,019.07 0.00 0.00
3,800.00 76.34 300.89 2,220.48 2,447.93 0.001,255.58 -2,102.46 0.00 0.00
3,900.00 76.34 300.89 2,244.10 2,545.06 0.001,305.47 -2,185.85 0.00 0.00
4,000.00 76.34 300.89 2,267.72 2,642.20 0.001,355.35 -2,269.24 0.00 0.00
4,100.00 76.34 300.89 2,291.35 2,739.34 0.001,405.23 -2,352.63 0.00 0.00
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 4
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Vertical
Section
(usft)
Dogleg
Rate
(°/100usft)
+N/-S
(usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Planned Survey
Vertical
Depth
(usft)
4,116.00 76.34 300.89 2,295.12 2,754.88 0.001,413.21 -2,365.97 0.00 0.00
13 3/8" x 16"
4,200.00 76.34 300.89 2,314.97 2,836.47 0.001,455.12 -2,436.02 0.00 0.00
4,300.00 76.34 300.89 2,338.59 2,933.61 0.001,505.00 -2,519.41 0.00 0.00
4,372.66 76.34 300.89 2,355.75 3,004.19 0.001,541.24 -2,580.00 0.00 0.00
UG4A
4,400.00 76.34 300.89 2,362.21 3,030.74 0.001,554.88 -2,602.80 0.00 0.00
4,500.00 76.34 300.89 2,385.83 3,127.88 0.001,604.76 -2,686.19 0.00 0.00
4,600.00 76.34 300.89 2,409.45 3,225.01 0.001,654.65 -2,769.58 0.00 0.00
4,700.00 76.34 300.89 2,433.07 3,322.15 0.001,704.53 -2,852.97 0.00 0.00
4,800.00 76.34 300.89 2,456.69 3,419.29 0.001,754.41 -2,936.35 0.00 0.00
4,900.00 76.34 300.89 2,480.31 3,516.42 0.001,804.30 -3,019.74 0.00 0.00
5,000.00 76.34 300.89 2,503.93 3,613.56 0.001,854.18 -3,103.13 0.00 0.00
5,100.00 76.34 300.89 2,527.55 3,710.69 0.001,904.06 -3,186.52 0.00 0.00
5,200.00 76.34 300.89 2,551.18 3,807.83 0.001,953.94 -3,269.91 0.00 0.00
5,300.00 76.34 300.89 2,574.80 3,904.97 0.002,003.83 -3,353.30 0.00 0.00
5,400.00 76.34 300.89 2,598.42 4,002.10 0.002,053.71 -3,436.69 0.00 0.00
5,500.00 76.34 300.89 2,622.04 4,099.24 0.002,103.59 -3,520.08 0.00 0.00
5,600.00 76.34 300.89 2,645.66 4,196.37 0.002,153.48 -3,603.47 0.00 0.00
5,700.00 76.34 300.89 2,669.28 4,293.51 0.002,203.36 -3,686.86 0.00 0.00
5,800.00 76.34 300.89 2,692.90 4,390.64 0.002,253.24 -3,770.25 0.00 0.00
5,900.00 76.34 300.89 2,716.52 4,487.78 0.002,303.12 -3,853.64 0.00 0.00
6,000.00 76.34 300.89 2,740.14 4,584.92 0.002,353.01 -3,937.02 0.00 0.00
6,100.00 76.34 300.89 2,763.76 4,682.05 0.002,402.89 -4,020.41 0.00 0.00
6,200.00 76.34 300.89 2,787.38 4,779.19 0.002,452.77 -4,103.80 0.00 0.00
6,300.00 76.34 300.89 2,811.00 4,876.32 0.002,502.66 -4,187.19 0.00 0.00
6,400.00 76.34 300.89 2,834.63 4,973.46 0.002,552.54 -4,270.58 0.00 0.00
6,500.00 76.34 300.89 2,858.25 5,070.59 0.002,602.42 -4,353.97 0.00 0.00
6,600.00 76.34 300.89 2,881.87 5,167.73 0.002,652.30 -4,437.36 0.00 0.00
6,700.00 76.34 300.89 2,905.49 5,264.87 0.002,702.19 -4,520.75 0.00 0.00
6,800.00 76.34 300.89 2,929.11 5,362.00 0.002,752.07 -4,604.14 0.00 0.00
6,900.00 76.34 300.89 2,952.73 5,459.14 0.002,801.95 -4,687.53 0.00 0.00
7,000.00 76.34 300.89 2,976.35 5,556.27 0.002,851.84 -4,770.92 0.00 0.00
7,100.00 76.34 300.89 2,999.97 5,653.41 0.002,901.72 -4,854.31 0.00 0.00
7,200.00 76.34 300.89 3,023.59 5,750.55 0.002,951.60 -4,937.69 0.00 0.00
7,300.00 76.34 300.89 3,047.21 5,847.68 0.003,001.48 -5,021.08 0.00 0.00
7,400.00 76.34 300.89 3,070.83 5,944.82 0.003,051.37 -5,104.47 0.00 0.00
7,500.00 76.34 300.89 3,094.46 6,041.95 0.003,101.25 -5,187.86 0.00 0.00
7,600.00 76.34 300.89 3,118.08 6,139.09 0.003,151.13 -5,271.25 0.00 0.00
7,700.00 76.34 300.89 3,141.70 6,236.22 0.003,201.01 -5,354.64 0.00 0.00
7,800.00 76.34 300.89 3,165.32 6,333.36 0.003,250.90 -5,438.03 0.00 0.00
7,900.00 76.34 300.89 3,188.94 6,430.50 0.003,300.78 -5,521.42 0.00 0.00
8,000.00 76.34 300.89 3,212.56 6,527.63 0.003,350.66 -5,604.81 0.00 0.00
8,100.00 76.34 300.89 3,236.18 6,624.77 0.003,400.55 -5,688.20 0.00 0.00
8,200.00 76.34 300.89 3,259.80 6,721.90 0.003,450.43 -5,771.59 0.00 0.00
8,300.00 76.34 300.89 3,283.42 6,819.04 0.003,500.31 -5,854.98 0.00 0.00
8,400.00 76.34 300.89 3,307.04 6,916.18 0.003,550.19 -5,938.37 0.00 0.00
8,500.00 76.34 300.89 3,330.66 7,013.31 0.003,600.08 -6,021.75 0.00 0.00
8,600.00 76.34 300.89 3,354.29 7,110.45 0.003,649.96 -6,105.14 0.00 0.00
8,614.67 76.34 300.89 3,357.75 7,124.69 0.003,657.28 -6,117.38 0.00 0.00
LA3
8,700.00 76.34 300.89 3,377.91 7,207.58 0.003,699.84 -6,188.53 0.00 0.00
8,800.00 76.34 300.89 3,401.53 7,304.72 0.003,749.73 -6,271.92 0.00 0.00
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 5
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Vertical
Section
(usft)
Dogleg
Rate
(°/100usft)
+N/-S
(usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Planned Survey
Vertical
Depth
(usft)
8,900.00 76.34 300.89 3,425.15 7,401.85 0.003,799.61 -6,355.31 0.00 0.00
9,000.00 76.34 300.89 3,448.77 7,498.99 0.003,849.49 -6,438.70 0.00 0.00
9,100.00 76.34 300.89 3,472.39 7,596.13 0.003,899.37 -6,522.09 0.00 0.00
9,200.00 76.34 300.89 3,496.01 7,693.26 0.003,949.26 -6,605.48 0.00 0.00
9,300.00 76.34 300.89 3,519.63 7,790.40 0.003,999.14 -6,688.87 0.00 0.00
9,400.00 76.34 300.89 3,543.25 7,887.53 0.004,049.02 -6,772.26 0.00 0.00
9,500.00 76.34 300.89 3,566.87 7,984.67 0.004,098.91 -6,855.65 0.00 0.00
9,512.18 76.34 300.89 3,569.75 7,996.50 0.004,104.98 -6,865.80 0.00 0.00
UG_MB
9,600.00 76.34 300.89 3,590.49 8,081.80 0.004,148.79 -6,939.04 0.00 0.00
9,700.00 76.34 300.89 3,614.12 8,178.94 0.004,198.67 -7,022.42 0.00 0.00
9,800.00 76.34 300.89 3,637.74 8,276.08 0.004,248.55 -7,105.81 0.00 0.00
9,900.00 76.34 300.89 3,661.36 8,373.21 0.004,298.44 -7,189.20 0.00 0.00
10,000.00 76.34 300.89 3,684.98 8,470.35 0.004,348.32 -7,272.59 0.00 0.00
10,100.00 76.34 300.89 3,708.60 8,567.48 0.004,398.20 -7,355.98 0.00 0.00
10,200.00 76.34 300.89 3,732.22 8,664.62 0.004,448.09 -7,439.37 0.00 0.00
10,300.00 76.34 300.89 3,755.84 8,761.76 0.004,497.97 -7,522.76 0.00 0.00
10,400.00 76.34 300.89 3,779.46 8,858.89 0.004,547.85 -7,606.15 0.00 0.00
10,500.00 76.34 300.89 3,803.08 8,956.03 0.004,597.73 -7,689.54 0.00 0.00
10,600.00 76.34 300.89 3,826.70 9,053.16 0.004,647.62 -7,772.93 0.00 0.00
10,621.37 76.34 300.89 3,831.75 9,073.92 0.004,658.27 -7,790.74 0.00 0.00
SB_Na
10,700.00 76.34 300.89 3,850.32 9,150.30 0.004,697.50 -7,856.32 0.00 0.00
10,800.00 76.34 300.89 3,873.94 9,247.43 0.004,747.38 -7,939.71 0.00 0.00
10,900.00 76.34 300.89 3,897.57 9,344.57 0.004,797.27 -8,023.10 0.00 0.00
10,916.21 76.34 300.89 3,901.39 9,360.32 0.004,805.35 -8,036.61 0.00 0.00
Start Dir 4º/100' : 10916.21' MD, 3901.39'TVD
11,000.00 79.64 301.45 3,918.83 9,442.24 4.004,847.77 -8,106.72 3.95 0.68
11,100.00 83.59 302.12 3,933.41 9,541.15 4.004,899.87 -8,190.80 3.95 0.66
11,135.76 85.00 302.35 3,936.96 9,576.73 4.004,918.85 -8,220.90 3.95 0.65
End Dir : 11135.76' MD, 3936.96' TVD
11,200.00 85.00 302.35 3,942.56 9,640.72 0.004,953.09 -8,274.96 0.00 0.00
11,300.00 85.00 302.35 3,951.28 9,740.34 0.005,006.40 -8,359.12 0.00 0.00
11,374.28 85.00 302.35 3,957.75 9,814.34 0.005,045.99 -8,421.64 0.00 0.00
SB_Oa
11,385.50 85.00 302.35 3,958.73 9,825.52 0.005,051.97 -8,431.07 0.00 0.00
9 5/8" x 12 1/4"
11,385.76 85.00 302.35 3,958.75 9,825.77 0.005,052.11 -8,431.29 0.00 0.00
11,386.00 85.00 302.35 3,958.77 9,826.02 0.005,052.24 -8,431.50 0.00 0.00
Begin Geosteering
11,400.00 85.35 302.43 3,959.95 9,839.97 2.545,059.71 -8,443.28 2.49 0.54
11,500.00 87.79 302.96 3,965.93 9,939.78 2.505,113.62 -8,527.28 2.44 0.53
11,600.00 90.24 303.48 3,967.65 10,039.74 2.505,168.39 -8,610.92 2.44 0.53
11,698.18 92.63 304.00 3,965.20 10,137.86 2.505,222.90 -8,692.52 2.44 0.53
11,700.00 92.63 304.00 3,965.11 10,139.68 0.005,223.92 -8,694.03 0.00 0.00
11,800.00 92.63 304.00 3,960.52 10,239.53 0.005,279.79 -8,776.85 0.00 0.00
11,900.00 92.63 304.00 3,955.92 10,339.39 0.005,335.65 -8,859.66 0.00 0.00
12,000.00 92.63 304.00 3,951.32 10,439.25 0.005,391.51 -8,942.48 0.00 0.00
12,100.00 92.63 304.00 3,946.73 10,539.10 0.005,447.37 -9,025.29 0.00 0.00
12,200.00 92.63 304.00 3,942.13 10,638.96 0.005,503.23 -9,108.11 0.00 0.00
12,300.00 92.63 304.00 3,937.54 10,738.81 0.005,559.10 -9,190.92 0.00 0.00
12,400.00 92.63 304.00 3,932.94 10,838.67 0.005,614.96 -9,273.74 0.00 0.00
12,431.46 92.63 304.00 3,931.49 10,870.08 0.005,632.53 -9,299.79 0.00 0.00
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 6
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Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Vertical
Section
(usft)
Dogleg
Rate
(°/100usft)
+N/-S
(usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Planned Survey
Vertical
Depth
(usft)
12,500.00 91.12 304.81 3,929.25 10,938.54 2.505,671.24 -9,356.31 -2.21 1.17
12,550.80 90.00 305.40 3,928.75 10,989.29 2.505,700.45 -9,397.87 -2.21 1.17
12,600.00 88.79 305.18 3,929.27 11,038.42 2.505,728.87 -9,438.02 -2.46 -0.46
12,650.37 87.55 304.95 3,930.88 11,088.71 2.505,757.79 -9,479.23 -2.46 -0.46
12,700.00 87.55 304.95 3,933.00 11,138.24 0.005,786.20 -9,519.87 0.00 0.00
12,804.33 87.55 304.95 3,937.45 11,242.38 0.005,845.91 -9,605.31 0.00 0.00
12,897.54 89.37 303.49 3,939.95 11,335.50 2.505,898.30 -9,682.35 1.95 -1.57
12,900.00 89.37 303.49 3,939.98 11,337.96 0.005,899.66 -9,684.40 0.00 0.00
13,000.00 89.37 303.49 3,941.08 11,437.94 0.005,954.83 -9,767.80 0.00 0.00
13,100.00 89.37 303.49 3,942.18 11,537.91 0.006,010.01 -9,851.19 0.00 0.00
13,200.00 89.37 303.49 3,943.28 11,637.89 0.006,065.19 -9,934.58 0.00 0.00
13,300.00 89.37 303.49 3,944.38 11,737.86 0.006,120.36 -10,017.98 0.00 0.00
13,400.00 89.37 303.49 3,945.48 11,837.84 0.006,175.54 -10,101.37 0.00 0.00
13,500.00 89.37 303.49 3,946.58 11,937.82 0.006,230.71 -10,184.76 0.00 0.00
13,600.00 89.37 303.49 3,947.68 12,037.79 0.006,285.89 -10,268.16 0.00 0.00
13,697.54 89.37 303.49 3,948.75 12,135.31 0.006,339.71 -10,349.49 0.00 0.00
13,700.00 89.43 303.50 3,948.78 12,137.77 2.506,341.06 -10,351.55 2.47 0.39
13,800.00 91.90 303.89 3,947.61 12,237.73 2.506,396.53 -10,434.74 2.47 0.39
13,866.65 93.55 304.15 3,944.45 12,304.27 2.506,433.77 -10,489.92 2.47 0.39
13,900.00 93.55 304.15 3,942.38 12,337.55 0.006,452.46 -10,517.47 0.00 0.00
13,961.39 93.55 304.15 3,938.59 12,398.79 0.006,486.85 -10,568.18 0.00 0.00
14,000.00 92.58 304.09 3,936.52 12,437.33 2.506,508.47 -10,600.10 -2.50 -0.15
14,100.00 90.09 303.94 3,934.19 12,537.25 2.506,564.39 -10,682.96 -2.50 -0.15
14,113.93 89.74 303.92 3,934.21 12,551.18 2.506,572.17 -10,694.51 -2.50 -0.15
14,200.00 89.74 303.92 3,934.60 12,637.22 0.006,620.20 -10,765.94 0.00 0.00
14,300.00 89.74 303.92 3,935.06 12,737.18 0.006,676.00 -10,848.92 0.00 0.00
14,400.00 89.74 303.92 3,935.51 12,837.15 0.006,731.80 -10,931.90 0.00 0.00
14,500.00 89.74 303.92 3,935.96 12,937.11 0.006,787.61 -11,014.88 0.00 0.00
14,600.00 89.74 303.92 3,936.42 13,037.08 0.006,843.41 -11,097.86 0.00 0.00
14,700.00 89.74 303.92 3,936.87 13,137.04 0.006,899.21 -11,180.84 0.00 0.00
14,800.00 89.74 303.92 3,937.33 13,237.01 0.006,955.01 -11,263.82 0.00 0.00
14,900.00 89.74 303.92 3,937.78 13,336.97 0.007,010.82 -11,346.80 0.00 0.00
15,000.00 89.74 303.92 3,938.23 13,436.93 0.007,066.62 -11,429.78 0.00 0.00
15,100.00 89.74 303.92 3,938.69 13,536.90 0.007,122.42 -11,512.76 0.00 0.00
15,113.93 89.74 303.92 3,938.75 13,550.82 0.007,130.19 -11,524.32 0.00 0.00
15,200.00 87.59 304.01 3,940.76 13,636.83 2.507,178.27 -11,595.68 -2.50 0.11
15,265.71 85.95 304.08 3,944.46 13,702.41 2.507,215.00 -11,650.04 -2.50 0.11
15,300.00 85.95 304.08 3,946.88 13,736.60 0.007,234.17 -11,678.37 0.00 0.00
15,310.81 85.95 304.08 3,947.64 13,747.38 0.007,240.21 -11,687.30 0.00 0.00
15,400.00 88.18 304.00 3,952.21 13,836.41 2.507,290.07 -11,761.11 2.50 -0.10
15,481.78 90.22 303.92 3,953.36 13,918.15 2.507,335.74 -11,828.93 2.50 -0.10
15,500.00 90.22 303.92 3,953.29 13,936.36 0.007,345.91 -11,844.05 0.00 0.00
15,600.00 90.22 303.92 3,952.90 14,036.33 0.007,401.71 -11,927.03 0.00 0.00
15,700.00 90.22 303.92 3,952.52 14,136.29 0.007,457.51 -12,010.01 0.00 0.00
15,800.00 90.22 303.92 3,952.14 14,236.26 0.007,513.32 -12,092.99 0.00 0.00
15,900.00 90.22 303.92 3,951.75 14,336.22 0.007,569.12 -12,175.97 0.00 0.00
16,000.00 90.22 303.92 3,951.37 14,436.18 0.007,624.92 -12,258.95 0.00 0.00
16,100.00 90.22 303.92 3,950.98 14,536.15 0.007,680.73 -12,341.93 0.00 0.00
16,200.00 90.22 303.92 3,950.60 14,636.11 0.007,736.53 -12,424.91 0.00 0.00
16,300.00 90.22 303.92 3,950.22 14,736.08 0.007,792.33 -12,507.90 0.00 0.00
16,400.00 90.22 303.92 3,949.83 14,836.04 0.007,848.14 -12,590.88 0.00 0.00
16,500.00 90.22 303.92 3,949.45 14,936.01 0.007,903.94 -12,673.86 0.00 0.00
16,600.00 90.22 303.92 3,949.06 15,035.97 0.007,959.74 -12,756.84 0.00 0.00
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 7
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Vertical
Section
(usft)
Dogleg
Rate
(°/100usft)
+N/-S
(usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Planned Survey
Vertical
Depth
(usft)
16,681.78 90.22 303.92 3,948.75 15,117.72 0.008,005.38 -12,824.70 0.00 0.00
16,700.00 89.76 303.94 3,948.75 15,135.94 2.508,015.55 -12,839.82 -2.50 0.11
16,783.00 87.69 304.03 3,950.59 15,218.88 2.508,061.93 -12,908.62 -2.50 0.11
16,800.00 87.69 304.03 3,951.28 15,235.86 0.008,071.44 -12,922.69 0.00 0.00
16,900.00 87.69 304.03 3,955.31 15,335.74 0.008,127.36 -13,005.50 0.00 0.00
17,000.00 87.69 304.03 3,959.33 15,435.62 0.008,183.29 -13,088.30 0.00 0.00
17,050.21 87.69 304.03 3,961.35 15,485.76 0.008,211.36 -13,129.87 0.00 0.00
17,100.00 88.94 303.99 3,962.82 15,535.52 2.508,239.20 -13,171.13 2.50 -0.09
17,198.62 91.40 303.90 3,962.53 15,634.10 2.508,294.27 -13,252.94 2.50 -0.09
17,200.00 91.40 303.90 3,962.50 15,635.47 0.008,295.04 -13,254.08 0.00 0.00
17,300.00 91.40 303.90 3,960.05 15,735.41 0.008,350.79 -13,337.06 0.00 0.00
17,400.00 91.40 303.90 3,957.61 15,835.34 0.008,406.55 -13,420.03 0.00 0.00
17,500.00 91.40 303.90 3,955.17 15,935.28 0.008,462.31 -13,503.01 0.00 0.00
17,600.00 91.40 303.90 3,952.72 16,035.22 0.008,518.07 -13,585.99 0.00 0.00
17,700.00 91.40 303.90 3,950.28 16,135.15 0.008,573.83 -13,668.96 0.00 0.00
17,800.00 91.40 303.90 3,947.84 16,235.09 0.008,629.58 -13,751.94 0.00 0.00
17,900.00 91.40 303.90 3,945.39 16,335.03 0.008,685.34 -13,834.92 0.00 0.00
18,000.00 91.40 303.90 3,942.95 16,434.96 0.008,741.10 -13,917.89 0.00 0.00
18,100.00 91.40 303.90 3,940.51 16,534.90 0.008,796.86 -14,000.87 0.00 0.00
18,148.62 91.40 303.90 3,939.32 16,583.49 0.008,823.97 -14,041.21 0.00 0.00
18,195.29 90.00 303.90 3,938.75 16,630.14 3.008,849.99 -14,079.94 -3.00 0.00
18,200.00 90.00 303.90 3,938.75 16,634.85 0.008,852.62 -14,083.85 0.00 0.00
18,295.29 90.00 303.90 3,938.75 16,730.10 0.008,905.77 -14,162.95 0.00 0.00
18,300.00 89.86 303.91 3,938.76 16,734.81 3.008,908.40 -14,166.86 -2.99 0.22
18,399.25 86.89 304.13 3,941.57 16,833.97 3.008,963.90 -14,249.07 -2.99 0.22
18,500.00 86.89 304.13 3,947.04 16,934.53 0.009,020.35 -14,332.35 0.00 0.00
18,587.98 86.89 304.13 3,951.81 17,022.34 0.009,069.64 -14,405.06 0.00 0.00
18,600.00 87.25 304.10 3,952.42 17,034.34 3.009,076.37 -14,415.00 2.99 -0.26
18,665.94 89.22 303.93 3,954.46 17,100.22 3.009,113.24 -14,469.63 2.99 -0.26
18,700.00 89.22 303.93 3,954.92 17,134.26 0.009,132.25 -14,497.89 0.00 0.00
18,800.00 89.22 303.93 3,956.28 17,234.22 0.009,188.06 -14,580.85 0.00 0.00
18,900.00 89.22 303.93 3,957.64 17,334.17 0.009,243.88 -14,663.82 0.00 0.00
19,000.00 89.22 303.93 3,959.00 17,434.13 0.009,299.69 -14,746.78 0.00 0.00
19,100.00 89.22 303.93 3,960.37 17,534.09 0.009,355.50 -14,829.75 0.00 0.00
19,200.00 89.22 303.93 3,961.73 17,634.04 0.009,411.31 -14,912.71 0.00 0.00
19,300.00 89.22 303.93 3,963.09 17,734.00 0.009,467.13 -14,995.68 0.00 0.00
19,400.00 89.22 303.93 3,964.45 17,833.95 0.009,522.94 -15,078.64 0.00 0.00
19,500.00 89.22 303.93 3,965.81 17,933.91 0.009,578.75 -15,161.60 0.00 0.00
19,600.00 89.22 303.93 3,967.17 18,033.86 0.009,634.57 -15,244.57 0.00 0.00
19,700.00 89.22 303.93 3,968.53 18,133.82 0.009,690.38 -15,327.53 0.00 0.00
19,715.94 89.22 303.93 3,968.75 18,149.75 0.009,699.27 -15,340.76 0.00 0.00
19,800.00 91.74 303.95 3,968.04 18,233.77 3.009,746.20 -15,410.49 3.00 0.03
19,835.04 92.79 303.96 3,966.66 18,268.77 3.009,765.76 -15,439.52 3.00 0.03
19,900.00 92.79 303.96 3,963.49 18,333.63 0.009,802.00 -15,493.34 0.00 0.00
19,945.41 92.79 303.96 3,961.28 18,378.97 0.009,827.34 -15,530.96 0.00 0.00
20,000.00 91.16 304.01 3,959.40 18,433.51 3.009,857.83 -15,576.20 -3.00 0.09
20,048.55 89.70 304.05 3,959.04 18,482.03 3.009,885.00 -15,616.43 -3.00 0.09
20,100.00 89.70 304.05 3,959.31 18,533.46 0.009,913.81 -15,659.06 0.00 0.00
20,200.00 89.70 304.05 3,959.83 18,633.42 0.009,969.80 -15,741.92 0.00 0.00
20,300.00 89.70 304.05 3,960.35 18,733.38 0.0010,025.79 -15,824.77 0.00 0.00
20,400.00 89.70 304.05 3,960.88 18,833.34 0.0010,081.78 -15,907.62 0.00 0.00
20,500.00 89.70 304.05 3,961.40 18,933.29 0.0010,137.77 -15,990.48 0.00 0.00
20,600.00 89.70 304.05 3,961.93 19,033.25 0.0010,193.76 -16,073.33 0.00 0.00
20,700.00 89.70 304.05 3,962.45 19,133.21 0.0010,249.75 -16,156.19 0.00 0.00
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 8
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Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Vertical
Section
(usft)
Dogleg
Rate
(°/100usft)
+N/-S
(usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Planned Survey
Vertical
Depth
(usft)
20,800.00 89.70 304.05 3,962.97 19,233.17 0.0010,305.74 -16,239.04 0.00 0.00
20,900.00 89.70 304.05 3,963.50 19,333.13 0.0010,361.74 -16,321.89 0.00 0.00
20,948.55 89.70 304.05 3,963.75 19,381.65 0.0010,388.92 -16,362.12 0.00 0.00
Total Depth : 20948.55' MD, 3963.75' TVD
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 9
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Target Name
- hit/miss target
- Shape
TVD
(usft)
Northing
(usft)
Easting
(usft)
+N/-S
(usft)
+E/-W
(usft)
Design Targets
LongitudeLatitude
Dip Angle
(°)
Dip Dir.
(°)
R-104 wp03 tgt2 3,928.75 6,038,981.000 531,056.0005,700.45 -9,397.870.00 0.00 70° 31' 3.212 N 149° 44' 44.827 W
- plan hits target center
- Point
R-104 wp03 tgt5 3,933.75 6,039,793.000 529,834.0006,519.17 -10,615.550.00 0.00 70° 31' 11.248 N 149° 45' 20.741 W
- plan misses target center by 2.01usft at 14018.85usft MD (3935.75 TVD, 6519.03 N, -10615.70 E)
- Point
R-104 wp03 tgt6 3,938.75 6,040,399.000 528,922.0007,130.19 -11,524.320.00 0.00 70° 31' 17.243 N 149° 45' 47.550 W
- plan hits target center
- Point
R-104 wp03 tgt10 3,938.75 6,042,160.000 526,274.0008,905.77 -14,162.950.00 0.00 70° 31' 34.661 N 149° 47' 5.413 W
- plan hits target center
- Point
R-104 wp03 tgt3 3,938.75 6,039,118.000 530,861.0005,838.52 -9,592.140.00 0.00 70° 31' 4.567 N 149° 44' 50.557 W
- plan misses target center by 2.45usft at 12789.37usft MD (3936.81 TVD, 5837.35 N, -9593.06 E)
- Point
R-104 wp03 tgt4 3,948.75 6,039,615.000 530,101.0006,339.71 -10,349.490.00 0.00 70° 31' 9.486 N 149° 45' 12.894 W
- plan hits target center
- Point
R-104 wp03 tgt8 3,948.75 6,041,267.000 527,617.0008,005.38 -12,824.700.00 0.00 70° 31' 25.830 N 149° 46' 25.918 W
- plan hits target center
- Point
R-104 wp03 tgt11 3,953.75 6,042,340.000 526,005.0009,087.25 -14,430.990.00 0.00 70° 31' 36.440 N 149° 47' 13.324 W
- plan misses target center by 0.50usft at 18619.37usft MD (3953.26 TVD, 9087.21 N, -14431.03 E)
- Point
R-104 wp03 tgt7 3,953.75 6,040,544.000 528,705.0007,276.39 -11,740.550.00 0.00 70° 31' 18.678 N 149° 45' 53.929 W
- plan misses target center by 2.46usft at 15375.42usft MD (3951.30 TVD, 7276.33 N, -11740.74 E)
- Point
R-104 wp03 tgt13 3,958.75 6,043,106.000 524,853.0009,859.59 -15,578.910.00 0.00 70° 31' 44.013 N 149° 47' 47.212 W
- plan misses target center by 0.59usft at 20003.23usft MD (3959.34 TVD, 9859.64 N, -15578.88 E)
- Point
R-104 wp03 tgt1 3,958.75 6,038,338.000 532,026.0005,052.11 -8,431.290.00 0.00 70° 30' 56.847 N 149° 44' 16.325 W
- plan hits target center
- Point
R-104 wp03 tgt9 3,963.75 6,041,533.000 527,218.0008,273.57 -13,222.280.00 0.00 70° 31' 28.460 N 149° 46' 37.650 W
- plan misses target center by 0.62usft at 17161.63usft MD (3963.14 TVD, 8273.63 N, -13222.24 E)
- Point
R-104 wp03 tgt14 3,963.75 6,043,631.000 524,067.00010,388.92 -16,362.120.00 0.00 70° 31' 49.203 N 149° 48' 10.336 W
- plan hits target center
- Point
R-104 wp03 tgt12 3,968.75 6,042,947.000 525,092.0009,699.27 -15,340.760.00 0.00 70° 31' 42.442 N 149° 47' 40.181 W
- plan hits target center
- Point
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 10
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Planning Report
Well Plan: MPU R-104Local Co-ordinate Reference:Database:EDM 5000.17 Single User Db
As-Built: MPR-104 @ 63.75usftTVD Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftMD Reference:Milne PointProject:
TrueNorth Reference:M Pt Raven PadSite:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Well:
MPU R-104Wellbore:
MPU R-104 wp03Design:
Vertical
Depth
(usft)
Measured
Depth
(usft)
Casing
Diameter
(")
Hole
Diameter
(")Name
Casing Points
13 3/8" x 16"2,295.124,116.00 13-3/8 16
9 5/8" x 12 1/4"3,958.7311,385.50 9-5/8 12-1/4
4 1/2" x 8 1/2"3,963.7520,948.55 4-1/2 8-1/2
Measured
Depth
(usft)
Vertical
Depth
(usft)
Dip
Direction
(°)Name Lithology
Dip
(°)
Formations
1,462.69 MP_SV51,391.75
2,368.27 Base Permafrost1,881.75
3,153.40 MP_SV12,067.75
4,372.66 UG4A2,355.75
8,614.67 LA33,357.75
9,512.18 UG_MB3,569.75
10,621.37 SB_Na3,831.75
11,374.28 SB_Oa3,957.75
Measured
Depth
(usft)
Vertical
Depth
(usft)
+E/-W
(usft)
+N/-S
(usft)
Local Coordinates
Comment
Plan Annotations
450.00 450.00 0.00 0.00 Start Dir 3º/100' : 450' MD, 450'TVD
650.00 649.63 5.23 -9.06 Start Dir 4º/100' : 650' MD, 649.63'TVD
2,408.44 1,891.78 561.44 -942.05 End Dir : 2408.44' MD, 1891.78' TVD
10,916.21 3,901.39 4,805.35 -8,036.61 Start Dir 4º/100' : 10916.21' MD, 3901.39'TVD
11,135.76 3,936.96 4,918.85 -8,220.90 End Dir : 11135.76' MD, 3936.96' TVD
11,386.00 3,958.77 5,052.24 -8,431.50 Begin Geosteering
20,948.55 3,963.75 10,388.92 -16,362.12 Total Depth : 20948.55' MD, 3963.75' TVD
8/30/2024 11:43:14AM COMPASS 5000.17 Build 02Page 11
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30 August, 2024
Anticollision Summary Report
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Plan: MPU R-104
MPU R-104
MPU R-104 wp03
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Halliburton
Anticollision Summary Report
Well Plan: MPU R-104Local Co-ordinate Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftTVD Reference:Milne PointProject:
As-Built: MPR-104 @ 63.75usftMD Reference:M Pt Raven PadReference Site:
TrueNorth Reference:5.00 usftSite Error:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Reference Well:
Output errors are at 2.00 sigmaWell Error:0.00 usft
Reference Wellbore MPU R-104 Database:EDM 5000.17 Single User Db
Reference DatumReference Design:MPU R-104 wp03 Offset TVD Reference:
Interpolation Method:
Depth Range:
Reference
Error Model:
Scan Method:
Error Surface:
Filter type:
ISCWSA
Closest Approach 3D
Ellipsoid Separation
NO GLOBAL FILTER: Using user defined selection & filtering criteria
MD Interval 25.00usft
Unlimited
Maximum centre distance of 1,226.75usft
MPU R-104 wp03
Results Limited by:
SigmaWarning Levels Evaluated at:2.00 Added to Error ValuesCasing Method:
From
(usft)
Survey Tool Program
DescriptionTool NameSurvey (Wellbore)
To
(usft)
Date 8/30/2024
GYD_Quest GWD Gyrodata Stationary SPEAR GWD tool in open ho46.95 4,116.00 MPU R-104 wp03 (MPU R-104)
GYD_Quest GWD Gyrodata Stationary SPEAR GWD tool in open ho4,116.00 11,385.50 MPU R-104 wp03 (MPU R-104)
GYD_Quest GWD Gyrodata Stationary SPEAR GWD tool in open ho11,385.50 20,948.55 MPU R-104 wp03 (MPU R-104)
Offset Well - Wellbore - Design
Reference
Measured
Depth
(usft)
Offset
Measured
Depth
(usft)
Between
Centres
(usft)
Between
Ellipses
(usft)
Separation
Factor
Warning
Summary
Site Name
Distance
M Pt Moose Pad
SFMPU M-29 - MPU M-29 - MPU M-29 10,075.00 16,530.00 642.02 451.42 3.368
ESMPU M-29 - MPU M-29 - MPU M-29 10,125.00 16,530.00 636.34 448.37 3.385
CCMPU M-29 - MPU M-29 - MPU M-29 10,172.62 16,530.00 634.55 450.16 3.441
CCMPU M-30 - MPU M-30 - MPU M-30 10,387.45 17,035.00 330.30 225.72 3.158
ESMPU M-30 - MPU M-30 - MPU M-30 10,425.00 17,035.00 332.43 224.15 3.070
SFMPU M-30 - MPU M-30 - MPU M-30 10,475.00 17,035.00 341.71 228.79 3.026
CCMPU M-31- MPU M-31- MPU M-31 9,739.13 17,734.75 514.82 419.74 5.414
ESMPU M-31- MPU M-31- MPU M-31 10,100.00 18,075.05 549.60 395.10 3.557
SFMPU M-31- MPU M-31- MPU M-31 10,700.00 18,560.69 728.24 497.24 3.153
CCMPU M-32 - MPU M-32 - MPU M-32 9,018.06 17,466.50 626.46 534.10 6.783
ESMPU M-32 - MPU M-32 - MPU M-32 9,200.00 17,605.78 636.91 527.07 5.798
SFMPU M-32 - MPU M-32 - MPU M-32 9,825.00 18,113.43 781.44 605.80 4.449
CCMPU M-33 - MPU M-33 - MPU M-33 8,432.90 16,229.07 817.22 725.89 8.949
ESMPU M-33 - MPU M-33 - MPU M-33 8,550.00 16,307.53 822.02 722.03 8.221
SFMPU M-33 - MPU M-33 - MPU M-33 9,425.00 17,081.05 1,007.23 833.89 5.811
CCMPU M-62 - MPU M-62 - MPU M-62 7,824.74 16,635.07 987.36 894.96 10.686
ESMPU M-62 - MPU M-62 - MPU M-62 7,950.00 16,725.34 990.25 889.90 9.869
SFMPU M-62 - MPU M-62 - MPU M-62 8,950.00 17,547.30 1,212.24 1,043.98 7.204
8/30/2024 11:46:32AM COMPASS 5000.17 Build 02
CC - Min centre to center distance or covergent point, SF - min separation factor, ES - min ellipse separation
Page2
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Halliburton
Anticollision Summary Report
Well Plan: MPU R-104Local Co-ordinate Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftTVD Reference:Milne PointProject:
As-Built: MPR-104 @ 63.75usftMD Reference:M Pt Raven PadReference Site:
TrueNorth Reference:5.00 usftSite Error:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Reference Well:
Output errors are at 2.00 sigmaWell Error:0.00 usft
Reference Wellbore MPU R-104 Database:EDM 5000.17 Single User Db
Reference DatumReference Design:MPU R-104 wp03 Offset TVD Reference:
Offset Well - Wellbore - Design
Reference
Measured
Depth
(usft)
Offset
Measured
Depth
(usft)
Between
Centres
(usft)
Between
Ellipses
(usft)
Separation
Factor
Warning
Summary
Site Name
Distance
M Pt Raven Pad
CCMPU R-101- MPU R-101- MPU R-101 684.45 665.97 204.57 199.05 37.053
ESMPU R-101- MPU R-101- MPU R-101 700.00 678.91 204.62 199.00 36.427
SFMPU R-101- MPU R-101- MPU R-101 20,725.00 20,560.00 1,216.18 859.17 3.407
CCMPU R-101- MPU R-101PB1 - MPU R-101PB1 684.45 665.97 204.57 199.05 37.053
ESMPU R-101- MPU R-101PB1 - MPU R-101PB1 700.00 678.91 204.62 199.00 36.427
SFMPU R-101- MPU R-101PB1 - MPU R-101PB1 4,775.00 4,541.00 494.70 384.72 4.498
CCMPU R-102 - MPU R-102 - MPU R-102 2,634.30 2,432.44 163.15 126.14 4.408
ESMPU R-102 - MPU R-102 - MPU R-102 2,675.00 2,469.59 163.59 125.47 4.291
SFMPU R-102 - MPU R-102 - MPU R-102 20,425.00 20,243.00 804.35 449.53 2.267
CCMPU R-102 - MPU R-102 PB1 - MPU R-102 PB1 2,634.30 2,432.44 163.15 126.14 4.408
ESMPU R-102 - MPU R-102 PB1 - MPU R-102 PB1 2,675.00 2,469.59 163.59 125.47 4.291
SFMPU R-102 - MPU R-102 PB1 - MPU R-102 PB1 2,950.00 2,734.81 180.28 135.98 4.069
CCMPU R-141- MPU R-141- MPU R-141 46.95 48.35 239.89 238.32 153.000
ESMPU R-141- MPU R-141- MPU R-141 275.00 274.36 240.26 237.20 78.676
SFMPU R-141- MPU R-141- MPU R-141 875.00 801.99 288.40 281.79 43.602
CCMPU R-142 - MPU R-142 - MPU R-142 406.53 406.80 27.40 23.90 7.829
ESMPU R-142 - MPU R-142 - MPU R-142 425.00 425.07 27.51 23.88 7.579
SFMPU R-142 - MPU R-142 - MPU R-142 450.00 449.67 28.11 24.30 7.373
CCPlan: MPU R-105 - MPU R-105 - MPU R-105 wp02 450.00 449.90 60.10 56.06 14.874
ESPlan: MPU R-105 - MPU R-105 - MPU R-105 wp02 475.00 474.90 60.22 56.00 14.285
Collision Avoidance RequPlan: MPU R-105 - MPU R-105 - MPU R-105 wp02 20,948.55 21,035.14 528.22 175.56 1.498
CCPlan: MPU R-106 - MPU R-106 - MPU R-106 wp02 300.00 299.90 119.92 116.93 40.070
ESPlan: MPU R-106 - MPU R-106 - MPU R-106 wp02 325.00 323.93 120.02 116.85 37.922
SFPlan: MPU R-106 - MPU R-106 - MPU R-106 wp02 20,948.55 20,822.09 891.27 490.33 2.223
CCPlan: MPU R-107 - MPU R-107 - MPU R-107 wp02 960.80 938.40 88.95 81.40 11.782
ESPlan: MPU R-107 - MPU R-107 - MPU R-107 wp02 975.00 951.64 88.97 81.35 11.667
SFPlan: MPU R-107 - MPU R-107 - MPU R-107 wp02 3,650.00 3,503.04 407.63 332.95 5.458
CCPlan: MPU R-108 - MPU R-108 - MPU R-108 wp02 450.00 449.90 90.10 86.06 22.298
ESPlan: MPU R-108 - MPU R-108 - MPU R-108 wp02 575.00 578.40 90.58 85.65 18.369
SFPlan: MPU R-108 - MPU R-108 - MPU R-108 wp02 3,500.00 3,494.16 489.06 415.33 6.633
CCPlan: MPU R-109 - MPU R-109 - MPU R-109 wp02 662.43 671.32 112.89 107.23 19.975
ESPlan: MPU R-109 - MPU R-109 - MPU R-109 wp02 700.00 709.49 113.08 107.13 19.021
SFPlan: MPU R-109 - MPU R-109 - MPU R-109 wp02 4,100.00 4,053.30 727.44 635.61 7.922
CCPlan: MPU R-110 - MPU R-110 - MPU R-110 wp02 300.00 299.90 59.92 56.92 20.020
ESPlan: MPU R-110 - MPU R-110 - MPU R-110 wp02 350.00 349.41 60.12 56.78 17.992
SFPlan: MPU R-110 - MPU R-110 - MPU R-110 wp02 4,100.00 3,894.47 764.36 676.85 8.734
CCPlan: MPU R-111- MPU R-111- MPU R-111wp02 759.20 755.18 27.98 21.78 4.511
ESPlan: MPU R-111- MPU R-111- MPU R-111wp02 775.00 770.63 28.02 21.71 4.444
SFPlan: MPU R-111 - MPU R-111 - MPU R-111 wp02 825.00 819.41 28.68 22.07 4.337
CCPlan: MPU R-112 - MPU R-112 - MPU R-112 wp02 563.83 570.27 144.98 140.06 29.469
ESPlan: MPU R-112 - MPU R-112 - MPU R-112 wp02 600.00 606.80 145.16 139.96 27.920
SFPlan: MPU R-112 - MPU R-112 - MPU R-112 wp02 4,100.00 3,901.01 1,062.21 975.60 12.264
CCPlan: MPU R-113 - MPU R-113 - MPU R-113 wp02 605.25 615.80 173.96 168.68 32.995
ESPlan: MPU R-113 - MPU R-113 - MPU R-113 wp02 625.00 635.89 174.01 168.57 32.025
SFPlan: MPU R-113 - MPU R-113 - MPU R-113 wp02 4,200.00 3,938.75 1,196.94 1,109.80 13.736
CCPlan: MPU R-114 - MPU R-114 - MPU R-114 wp02 613.90 630.56 263.51 258.14 49.102
ESPlan: MPU R-114 - MPU R-114 - MPU R-114 wp02 650.00 667.70 263.67 258.01 46.558
SFPlan: MPU R-114 - MPU R-114 - MPU R-114 wp02 3,850.00 3,606.82 1,218.35 1,141.95 15.946
CCPlan: MPU R-143 - MPU R-143 - MPU R-143 wp05 528.50 534.77 209.29 204.68 45.332
ESPlan: MPU R-143 - MPU R-143 - MPU R-143 wp05 575.00 583.17 209.52 204.56 42.286
SFPlan: MPU R-143 - MPU R-143 - MPU R-143 wp05 900.00 902.58 243.20 235.72 32.502
CCPlan: MPU R-144 - MPU R-144 - MPU R-144 wp04 1,025.00 1,090.78 223.00 214.78 27.122
ESPlan: MPU R-144 - MPU R-144 - MPU R-144 wp04 1,026.13 1,091.87 223.00 214.77 27.095
8/30/2024 11:46:32AM COMPASS 5000.17 Build 02
CC - Min centre to center distance or covergent point, SF - min separation factor, ES - min ellipse separation
Page3
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Halliburton
Anticollision Summary Report
Well Plan: MPU R-104Local Co-ordinate Reference:Hilcorp Alaska, LLCCompany:
As-Built: MPR-104 @ 63.75usftTVD Reference:Milne PointProject:
As-Built: MPR-104 @ 63.75usftMD Reference:M Pt Raven PadReference Site:
TrueNorth Reference:5.00 usftSite Error:
Minimum CurvatureSurvey Calculation Method:Plan: MPU R-104Reference Well:
Output errors are at 2.00 sigmaWell Error:0.00 usft
Reference Wellbore MPU R-104 Database:EDM 5000.17 Single User Db
Reference DatumReference Design:MPU R-104 wp03 Offset TVD Reference:
Offset Well - Wellbore - Design
Reference
Measured
Depth
(usft)
Offset
Measured
Depth
(usft)
Between
Centres
(usft)
Between
Ellipses
(usft)
Separation
Factor
Warning
Summary
Site Name
Distance
M Pt Raven Pad
SFPlan: MPU R-144 - MPU R-144 - MPU R-144 wp04 1,225.00 1,283.16 241.07 231.38 24.864
CC, ESRig: MPU R-103 - MPU R-103 - MPU R-103 100.00 100.00 149.81 148.02 83.847
SFRig: MPU R-103 - MPU R-103 - MPU R-103 225.00 100.00 195.11 190.98 47.284
CCRig: MPU R-103 - MPU R-103 - MPU R-103 wp04 400.00 400.00 149.81 146.02 39.536
Collision Avoidance RequRig: MPU R-103 - MPU R-103 - MPU R-103 wp04 20,948.55 20,862.80 407.18 63.53 1.185
8/30/2024 11:46:32AM COMPASS 5000.17 Build 02
CC - Min centre to center distance or covergent point, SF - min separation factor, ES - min ellipse separation
Page4
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0.001.002.003.004.00Separation Factor0 1075 2150 3225 4300 5375 6450 7525 8600 9675 10750 11825 12900 13975 15050 16125 17200 18275 19350 20425Measured Depth (2150 usft/in)MPU R-102MPU R-102 PB1MPU R-103 wp04MPU R-101MPU M-29MPU M-31MPU M-32MPU R-101 PB1MPU R-105 wp02MPU R-106 wp02MPU R-111 wp02No-Go Zone - Stop DrillingCollision Avoidance RequiredCollision Risk Procedures Req.WELL DETAILS:Plan: MPU R-104 NAD 1927 (NADCON CONUS) Alaska Zone 04Ground Level: 16.80+N/-S +E/-WNorthingEasting Latittude Longitude0.000.006033332.390540483.860 70° 30' 7.208 N149° 40' 7.915 WREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Plan: MPU R-104, True NorthVertical (TVD) Reference: As-Built: MPR-104 @ 63.75usftMeasured Depth Reference:As-Built: MPR-104 @ 63.75usftCalculation Method:Minimum CurvatureSURVEY PROGRAMDate: 2024-04-02T00:00:00 Validated: Yes Version:Depth From Depth To Survey/PlanTool46.95 4116.00 MPU R-104 wp03 (MPU R-104) GYD_Quest GWD4116.00 11385.50 MPU R-104 wp03 (MPU R-104) GYD_Quest GWD11385.50 20948.55 MPU R-104 wp03 (MPU R-104) GYD_Quest GWD0.0030.0060.0090.00120.00150.00180.00Centre to Centre Separation (60.00 usft/in)0 1075 2150 3225 4300 5375 6450 7525 8600 9675 10750 11825 12900 13975 15050 16125 17200 18275 19350 20425Measured Depth (2150 usft/in)Project: Milne PointSite: M Pt Raven PadWell: Plan: MPU R-104Wellbore: MPU R-104Plan: MPU R-104 wp03CASING DETAILSTVD MD Name Size2295.12 4116.00 13 3/8" x 16" 13-3/83958.73 11385.50 9 5/8" x 12 1/4" 9-5/83963.75 20948.55 4 1/2" x 8 1/2" 4-1/2You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Revised 7/2022
TRANSMITTAL LETTER CHECKLIST
WELL NAME: ______________________________________
PTD: _____________________________________________
___ Development ___ Service ___ Exploratory ___ Stratigraphic Test ___ Non-Conventional
FIELD: __________________________ POOL: ____________________________________
Check Box for Appropriate Letter / Paragraphs to be Included in Transmittal Letter
CHECK OPTIONS TEXT FOR APPROVAL LETTER
MULTI
LATERAL
(If last two digits
in API number are
between 60-69)
The permit is for a new wellbore segment of existing well Permit
Number _____________, API Number 50-______________________.
Production from or injection into this wellbore must be reported under
the original API Number stated above.
Spacing
Exception
The permit is approved subject to full compliance with 20 AAC 25.055.
Approval to produce or inject is contingent upon issuance of a
conservation order approving a spacing exception. The Operator
assumes the liability of any protest to the spacing exception that may
occur.
Dry Ditch Sample
All dry ditch sample sets submitted to the AOGCC must be in no greater
than 30-foot sample intervals from below the permafrost or from where
samples are first caught and 10-foot sample intervals through target
zones.
Non-
Conventional
Well
Please note the following special condition of this permit: Production or
production testing of coal bed methane is not allowed for this well until
after the Operator has designed and implemented a water-well testing
program to provide baseline data on water quality and quantity. The
Operator must contact the AOGCC to obtain advance approval of such
a water-well testing program.
Well Logging
Requirements
Regulation 20 AAC 25.071(a) authorizes the AOGCC to specify types
of well logs to be run. In addition to the well logging program proposed
by the Operator in the attached application, the following well logs are
also required for this well:
Per Statute AS 31.05.030(d)(2)(B) and Regulation 20 AAC 25.071,
composite curves for all well logs run must be submitted to the AOGCC
within 90 days after completion, suspension, or abandonment of this
well, or within 90 days of acquisition of the data, whichever occurs first.
MILNE POINT
224-121
SCHRADER BLUFF OIL
MPU R-104
WELL PERMIT CHECKLISTCompanyHilcorp Alaska, LLCWell Name:MILNE PT UNIT R-104Initial Class/TypeDEV / PENDGeoArea890Unit11328On/Off ShoreOnProgramDEVField & PoolWell bore segAnnular DisposalPTD#:2241210MILNE POINT, SCHRADER BLFF OIL - 525140NA1 Permit fee attachedYes ADL025509, ADL388235, and ADL3550182 Lease number appropriateYes3 Unique well name and numberYes MILNE POINT, SCHRADER BLFF OIL - 525140 - governed by CO 477, 477.0054 Well located in a defined poolNo BHL is outside Milne Point Unit5 Well located proper distance from drilling unit boundaryNA6 Well located proper distance from other wellsYes7 Sufficient acreage available in drilling unitYes8 If deviated, is wellbore plat includedYes9 Operator only affected partyYes10 Operator has appropriate bond in forceYes11 Permit can be issued without conservation orderYes12 Permit can be issued without administrative approvalYes13 Can permit be approved before 15-day waitNA14 Well located within area and strata authorized by Injection Order # (put IO# in comments) (For servNA15 All wells within 1/4 mile area of review identified (For service well only)NA16 Pre-produced injector: duration of pre-production less than 3 months (For service well only)NA17 Nonconven. gas conforms to AS31.05.030(j.1.A),(j.2.A-D)Yes 20" 129.5# X-52 grouted to 80'18 Conductor string providedYes 13-3/8" 68# L-80 to 2278' TVD 4043' MD19 Surface casing protects all known USDWsYes Lead and tail volumes adequate20 CMT vol adequate to circulate on conductor & surf csgYes21 CMT vol adequate to tie-in long string to surf csgYes Fully cemented surface casing, 9-5/8" int casing cemented from shoe to 345'' TVD above the NA reservoir22 CMT will cover all known productive horizonsYes 13-3/8" 68# L-80 adequate for support across the permafrost23 Casing designs adequate for C, T, B & permafrostYes Parker 273 has adequate tankage and good trucking support24 Adequate tankage or reserve pitNA This is a grassroots well.25 If a re-drill, has a 10-403 for abandonment been approvedYes No collision risk identified in Halliburton collision scan26 Adequate wellbore separation proposedYes 16" Diverter27 If diverter required, does it meet regulationsYes28 Drilling fluid program schematic & equip list adequateYes 5M 13-5/8" stack 1 annular 1 flow cross, 3 ram stack29 BOPEs, do they meet regulationYes 5000 psi stack pressure tested to 3000 psi.30 BOPE press rating appropriate; test to (put psig in comments)Yes31 Choke manifold complies w/API RP-53 (May 84)Yes32 Work will occur without operation shutdownNo New pad with no production history.33 Is presence of H2S gas probableNA34 Mechanical condition of wells within AOR verified (For service well only)Yes H2S not anticipated; however, rig will have H2S sensors and alarms35 Permit can be issued w/o hydrogen sulfide measuresYes Anticipating normally pressured reservoir. MPD to mitigate any abnormal pressures36 Data presented on potential overpressure zonesNA37 Seismic analysis of shallow gas zonesNA38 Seabed condition survey (if off-shore)NA39 Contact name/phone for weekly progress reports [exploratory only]ApprADDDate9/18/2024ApprMGRDate9/18/2024ApprADDDate9/18/2024AdministrationEngineeringGeologyGeologic Commissioner:Date:Engineering Commissioner:DatePublic CommissionerDate*&:JLC 9/19/2024