Department of Commerce, Community, and Economic Development
Alaska Oil and Gas Conservation Commission
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HomeMy WebLinkAbout225-062Nolan Vlahovich Hilcorp Alaska, LLC
Geotech 3800 Centerpoint Drive, Suite 1400
Anchorage, AK 99503
Tele: (907) 564-4558
E-mail: nolan.vlahovich@hilcorp.com
Please acknowledge receipt by signing and returning one copy of this transmittal.
Received By: Date:
Date: 10/02/2025
To: Alaska Oil & Gas Conservation Commission
Natural Resource Technician
333 W 7th Ave Suite 100
Anchorage, AK 99501
SFTP DATA TRANSMITTAL T#20251002
Well API #PTD #Log Date Log
Company Log Type AOGCC
E-Set#
BCU 11A 50133205210100 224123 9/23/2025 YELLOWJACKET PERF
T40937
BCU 13 50133205250000 203138 8/18/2025 YELLOWJACKET GPT-PERF
T40938
BCU 13 50133205250000 203138 8/26/2025 YELLOWJACKET GPT-PERF
T49038
BCU 13 50133205250000 203138 8/21/2025 YELLOWJACKET GPT-PLUG
T40938
BCU 23 50133206350000 214093 9/10/2025 YELLOWJACKET PERF
T40939
BCU 24 50133206390000 214112 9/16/2025 YELLOWJACKET PLUG-PERF
T40940
BRU 212-35T 50283200970000 198161 9/18/2025 AK E-LINE Perf
T40941
BRU 224-34T 50283202050000 225044 7/29/2025 AK E-LINE CBP/Punch
T40942
BRU 224-34T 50133207170000 225044 9/19/2025 AK E-LINE GPT/Perf
T40942
END 1-05 50029216050000 186106 9/25/2025 YELLOWJACKET IPROF
T40943
END 2-08 50029217710000 188004 8/11/2025 YELLOWJACKET PERF
T40944
END 4-50 50029219400000 189044 9/8/2025 YELLOWJACKET P-PROF
T40945
KBU 11-08Z 50133206290000 214044 9/15/2025 AK E-LINE Perf
T40946
KU 33-08 50133207180000 224008 7/1/2025 YELLOWJACKET PERF
T40947
KU 41-08 50133207170000 224005 8/28/2025 YELLOWJACKET PERF
T40948
KU 41-08 50883201990100 224005 9/16/2025 AK E-LINE Perf
T40948
MPU R-108 50029238210000 225062 8/14/2025 YELLOWJACKET SCBL
T40949
MRU K-06RD2 50733200880200 216131 9/12/2025 AK E-LINE CBL
T40950
MRU M-01 50733203880000 187046 9/20/2025 AK E-LINE Perf
T40951
MRU M-25 50733203910000 187086 9/21/2025 AK E-LINE Perf
T40952
NCIU A-21A 50883201990100 225075 8/21/2025 AK E-LINE CBL
T40953
NFU 14-25 50231200350000 210111 9/3/2025 YELLOWJACKET PERF
T40954
PBU PTM P1-08A 50029223840100 202199 9/13/2025 YELLOWJACKET SCBL
T40955
PBU W-35A 50029217990200 225076 9/17/2025 YELLOWJACKET SCBL
T40956
SRU 241-33 50133206630000 217047 9/17/2025 AK E-LINE Perf
T40957
SRU 32A-33 50133101640100 191014 9/23/2025 AK E-LINE Perf
T40958
SRU 32A-33 50133101640100 191014 9/21/2025 AK E-LINE Perf
T40958
Please include current contact information if different from above.
MPU R-108 50029238210000 225062 8/14/2025 YELLOWJACKET SCBL
Gavin Gluyas Digitally signed by Gavin Gluyas
Date: 2025.10.03 09:00:56 -08'00'
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: 09/12/2025
To: Alaska Oil & Gas Conservation Commission
Natural Resource Technician
333 W 7th Ave Suite 100
Anchorage, AK 99501
DATA TRANSMITTAL:
WELL: MPU R-108
PTD: 225-062
API: 50-029-23821-00-00
FINAL LWD FORMATION EVALUATION + GEOSTEERING XBAT-TOC LOGS (07/14/2025 to 08/08/2025)
x ABG and BaseStar Gamma Ray; ResiStar and StrataStar Resistivity, XBAT - Top Of Cement
x Horizontal Presentation (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.
225-062
T40896
Gavin Gluyas Digitally signed by Gavin Gluyas
Date: 2025.09.15 10:14:22 -08'00'
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
Sean McLaughlin
Drilling Manager
Hilcorp Alaska, LLC
3800 Centerpoint Drive, Suite 1400
Anchorage, AK, 99503
Re: Milne Point Unit Field, Schrader Bluff Oil, MPU R-108
Hilcorp Alaska, LLC
Permit to Drill Number: 225-062
Surface Location: 5190' FSL, 4008' FEL, Sec 07, T13N, R10E, UM, AK
Bottomhole Location: 2360' FNL, 1067' FEL, Sec 28, T14N, 09E, UM, AK
Dear Mr. McLaughlin:
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 9th Day of July 2025.
Jessie L.
Chmielowski
Digitally signed by Jessie
L. Chmielowski
Date: 2025.07.09
09:03:43 -08'00'
Digitally signed by Sean
McLaughlin (4311)
DN: cn=Sean McLaughlin (4311)
Date: 2025.06.12 11:51:58 -
08'00'
Sean
McLaughlin
(4311)
By Grace Christianson at 1:14 pm, Jun 12, 2025
MGR08JULY2025 A.Dewhurst 08JUL25
-A.Dewhurst 08JUL25
DSR-6/18.25
* BOPE test to 3000 psi. Annular to 2500 psi.
* Casing test and FIT digital data to AOGCC immediately upon completion of FIT.
* CBL data to AOGCC upon completion.
225-062 50-029-23821-00-00
*&:
Jessie L. Chmielowski Digitally signed by Jessie L. Chmielowski
Date: 2025.07.09 09:04:05 -08'00'
07/09/25
07/09/25
RBDMS JSB 071025
Milne Point Unit
(MPU) R-108
Drilling Program
Version 0
5/30/2025
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-108 SB Producer
Drilling Procedure
1.0 Well Summary
Well MPU R-108
Pad Milne Point “R” Pad
Planned Completion Type ESP
Target Reservoir(s) Schrader Bluff Oa Sand
Planned Well TD, MD / TVD 24,158’ MD / 4,004’ TVD
PBTD, MD / TVD 24,157’ MD / 4,004’ TVD
Surface Location (Governmental) 5,190' FSL, 4,008' FEL, Sec. 07, T13N, R10E, UM, AK
Surface Location (NAD 27) X= 540,571.08 Y= 6,033,355.75
Top of Productive Horizon
(Governmental)1,075' FSL, 1,006' FEL, Sec 35, T14N, R9E, UM, AK
TPH Location (NAD 27) X= 533,095.20 Y= 6,039,761.76
BHL (Governmental) 2,360' FNL, 1,067' FEL, Sec 28, T14N, R9E, UM, AK
BHL (NAD 27) X= 522,438.00 Y= 6,046,846.00
AFE Drilling Days 32 days
AFE Completion Days 3 days
Maximum Anticipated Pressure
(Surface) 1355 psig
Maximum Anticipated Pressure
(Downhole/Reservoir) 1753 psig
Work String 5-1/2” 21.9# S-135 DELTA 544
KB Elevation above MSL: 46.95 ft + 16.7 ft = 63.65 ft
GL Elevation above MSL: 16.7 ft
BOP Equipment 13-5/8” x 5M Annular, (3) ea 13-5/8” x 5M Rams
Page 3
Milne Point Unit
R-108 SB Producer
Drilling Procedure
2.0 Management of Change Information
Page 4
Milne Point Unit
R-108 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-56 Weld
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 4.892” 4.767” 6.050” 17.0 L-80 JFEBEAR 7,740 6,290 318
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
5-1/2”4.778” 4.000” 6.625” 21.9 S-135 Delta 544 41,900 58,700 786klb
All casing will be new, PSL 1 (100% mill inspected, 10% inspection upon delivery).
Page 5
Milne Point Unit
R-108 SB Producer
Drilling Procedure
5.0 Internal Reporting Requirements
5.1 Fill out daily drilling report and cost report on WellView.
x Report covers operations from 6am to 6am
x 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.
x Ensure time entry adds up to 24 hours total.
x Try to capture any out of scope work as NPT. This helps later on when we pull end of well
reports.
x Enter the MD and TVD depths EVERY DAY whether you are making hole or not.
5.2 Afternoon Updates
x Submit a short operations update each work day to sean.mclaughlin@hilcorp.com,
frank.roach@hilcorp.com,brad.gorham@hilcorp.com, and joseph.lastufka@hilcorp.com
5.3 Intranet Home Page Morning Update
x 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
x Health and Safety: Notify EHS field coordinator.
x Environmental: Drilling Environmental Coordinator
x Notify Drilling Manager & Drilling Engineer on all incidents
x Submit Hilcorp Incident report to contacts above within 24 hrs
5.5 Casing Tally
x Send final “As-Run” Casing tally to sean.mclaughlin@hilcorp.com,frank.roach@hilcorp.com,
brad.gorham@hilcorp.com, and joseph.lastufka@hilcorp.com
5.6 Casing and Cement report
x Send casing and cement report for each string of casing to sean.mclaughlin@hilcorp.com,
frank.roach@hilcorp.com,brad.gorham@hilcorp.com, and joseph.lastufka@hilcorp.com
5.7 Hilcorp Milne Point Contact List:
Title Name Work Phone Email
Drilling Manager Sean McLaughlin 907.777.8300 sean.mclaughlin@hilcorp.com
Drilling Engineer Frank Roach 907.777.8413 frank.roach@hilcorp.com
Drilling Engineer Brad Gorham 907.263.3917 brad.gorham@hilcorp.com
Completion Engineer Taylor Wellman 907.777.8449 twellman@hilcorp.com
Geologist Graham Emerson 907.564.5242 graham.emerson@hilcorp.com
Reservoir Engineer Pedro San Blas 907.564.4056 pedro.sanblas@hilcorp.com
Drilling Env. Coordinator Adrian Kersten 907.564.4820 adrian.kersten@hilcorp.com
Drilling Tech Joe Lastufka 907.777.8400 Joseph.Lastufka@hilcorp.com
_____________________________________________________________________________________
Edited By: FVR 5/30/2025
PROPOSED SCHEMATIC
Milne Point Unit
Well: MPU R-108
Last Completed: TBD
PTD: TBD
TD =24,197’ (MD) / TD =4,009’(TVD)
4
20”
Orig. KB Elev.: 63.65’ / GL Elev.: 16.7’
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 =24,196’ (MD) / PBTD =4,009’ (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 ~4,130’ 0.1497
9-5/8” Intermediate 40 / L-80 / BTC 8.835 Surface ~11,404’ 0.0758
5-1/2” Liner 100ђ Screens 17 / L-80 / JFE Bear 4.892 ~11,282’ ~15,697’ 0.0222
4-1/2” Liner 100ђ Screens 13.5 / L-80 / Hyd 625 3.920 ~14,658’ ~24,197’ 0.0149
TUBING DETAIL
2-7/8" Tubing 6.5# / L-80 / EUE 8-Rd 2.441 Surface ~11,282’ 0.0058
OPEN HOLE / CEMENT DETAIL
42” 15 yds
16" Lead –~1217 sx / Tail –~595 sx
12-1/4” Lead –~872 sx / Tail –~573 sx
8-1/2” Uncemented Screen Liner
WELL INCLINATION DETAIL
KOP @ 450’
90° Hole Angle = @ 11,676’
TREE & WELLHEAD
Tree Cameron 4-1/16" 5M w/ 4-1/16” 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 5.5” JFE Bear XO 4.778”
13 24,197’ 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-108 SB Producer
Drilling Procedure
7.0 Drilling / Completion Summary
MPU R-108 is a grassroots producer planned to be drilled in the Schrader Bluff OA sand. R-108 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 July 10th, 2025, pending rig schedule.
Surface casing will be run to ~4,130’ MD / 2,270’ 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. Remote geologist. LWD: GR + Res
2. Intermediate Hole: No mud logging. Remote geologist. LWD: GR + Res
3. Production Hole: No mud logging. Remote geologist. LWD: GR + ADR (For geo-steering)
Page 8
Milne Point Unit
R-108 SB Producer
Drilling Procedure
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.
x 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.
x BOPs shall be tested at (2) week intervals during the drilling and completion of MPU R-108.
Ensure to provide AOGCC 24 hrs notice prior to testing BOPs.
x 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.
x 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.
x All AOGCC regulations within 20 AAC 25.033 “Primary well control for drilling: drilling fluid
program and drilling fluid system”.
x 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
x Ensure AOGCC approved drilling permit is posted on the rig floor and in Co Man office.
x 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
Page 9
Milne Point Unit
R-108 SB Producer
Drilling Procedure
Summary of BOP Equipment & Notifications
Hole Section Equipment Test Pressure (psi)
12 1/4”x 21-1/4” 2M Diverter w/ 16” Diverter Line Function Test Only
12-1/4”
x 13-5/8” x 5M Annular BOP
x 13-5/8” x Double Gate
o Blind ram in btm cavity
x Mud cross w/ 3-1/8” x 5M side outlets
x 13-5/8” x Single ram
x 3” x 5M Choke Line
x 2” x 5M Kill line
x 3” x 5M Choke manifold
x Standpipe, floor valves, etc
Initial Test: 250/3000
Annular: 250/2500
Subsequent Tests:
250/3000
Annular 250/2500
8-1/2”
x 13-5/8” x 5M Annular BOP
x 13-5/8” x Double Gate
o Blind ram in btm cavity
x Mud cross w/ 3-1/8” x 5M side outlets
x 13-5/8” x Single ram
x 3” x 5M Choke Line
x 2” x 5M Kill line
x 3” x 5M Choke manifold
x 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:
x Well control event (BOP’s utilized to shut in the well to control influx of formation fluids).
x 24 hours notice prior to spud.
x 24 hours notice prior to testing BOPs.
x 24 hours notice prior to casing running & cement operations.
x 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)
Page 10
Milne Point Unit
R-108 SB Producer
Drilling Procedure
9.0 R/U and Preparatory Work
9.1 R-108 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 Mix spud mud for 16” surface hole section. Ensure mud temperatures are cool (<80qF).
9.9 Ensure 6” or 6-1/4” liners are in the mud pumps.
x NOV 12-P-160 1,600 HP mud pump ratings:
x 6” Liners: 4,670 psi, 507 gpm @ 120 spm @ 96% volumetric efficiency.
x 6-1/4” Liners: 4,305 psi, 551 gpm @ 120 spm @ 96% volumetric efficiency.
Page 11
Milne Point Unit
R-108 SB Producer
Drilling Procedure
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).
x N/U 20” riser to BOP Deck
x N/U 20”, 5M diverter “T”.
x NU Knife gate & 16” diverter line.
x Ensure diverter R/U complies with AOGCC reg 20.AAC.25.035(C).
x Diverter line must be 75 ft from nearest ignition source
10.2 Notify AOGCC. Function test diverter.
x Ensure that the knife gate and annular are operated on the same circuit so that knife gate opens
prior to annular closure.
x 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:
x A prohibition on vehicle parking
x A prohibition on ignition sources or running equipment
x A prohibition on staged equipment or materials
x Restriction of traffic to essential foot or vehicle traffic only.
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10.4 Rig & Diverter Orientation:
x May change on location
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11.0 Drill 16” Hole Section
11.1 P/U 16” directional drilling assembly:
x Ensure BHA components have been inspected previously.
x Drift and caliper all components before M/U. Visually verify no debris inside components
that cannot be drifted.
x GWD and MWD tools will be in the BHA.
x Ensure TF offset is measured accurately and entered correctly into the MWD software.
x Have DD run hydraulics calculations on site to ensure optimum nozzle sizing.
x Drill string will be 5-1/2” 21.9# S-135.
x 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.
x 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.
x Efforts should be made to minimize dog legs in the surface hole. Do not exceed 5 deg / 100.
If a DLS < 5 deg / 100 is measured, immediately backream stand to knock down severity.
x Do not exceed 80° inclination in interval. If survey shows inc > 80°, immediately backream
stand to knock down inclination.
x Monitor the area around the conductor for any signs of broaching. If broaching is observed,
stop drilling (or circulating) immediately notify Drilling Engineer.
x Hold a safety meeting with rig crews to discuss:
x Conductor broaching ops and mitigation procedures.
x Well control procedures and rig evacuation
x Flow rates, hole cleaning, mud cooling, etc.
x Pump sweeps and maintain mud rheology to ensure effective hole cleaning. Mud rheology is
the primary method of transporting cuttings.
x Keep mud as cool as possible to keep from washing out permafrost.
x 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.
x 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
x Slow in/out of slips and while tripping to keep swab and surge pressures low
x Ensure shakers are functioning properly. Check for holes in screens on connections.
x 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.
x 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).
x Drill ahead using GWD. Take MWD surveys every stand as backup.
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x 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.
x 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:
x Gas hydrates can be identified by the gas detector and a decrease in MW or ECD
x Monitor returns for hydrates, checking pressurized & non-pressurized scales
x 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.
x 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.
x AC: All wells have a clearance factor greater than 1.0 in the surface interval.
16” hole mud program summary:
x 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+
x 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, and
Toolpusher office.
x 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.
x 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.
x 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. Maintain the pH in the 8.5 – 9.0 range with caustic soda.
Daily additions of BUSAN 1060 MUST be made to control bacterial action.
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x 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 – 9.8 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; backream out 2 stands and CBU 2-4x, racking back 1 stand every BU. Utilize tandem
sweeps while cleaning up.
11.5 RIH to bottom, proceed to BROOH to HWDP
x Prior to pulling off bottom, ensure GWD is configured in out-run mode
x Pump at full drill rate (400-600 gpm) and 40-60 rpm.
x Reduce pump rate (400-500 gpm) when backreaming through the permafrost.
x Pull slowly, 5 – 15 ft / minute.
x Monitor well for any signs of packing off or losses.
x Have the flowline jets hooked up and be ready to jet the flowline at the first sign of clay
balling.
x 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
12.1 R/U Parker Wellbore 13-3/8” casing running equipment (CRT & Tongs)
x Ensure 13-3/8” CDC x DELTA 544 XO on rig floor and M/U to FOSV.
x Use API Modified thread compound. Dope pin end only w/ paint brush.
x R/U CRT
x Discuss circulation strategy with drilling engineer prior to running casing.
x Ensure all casing has been drifted to 12-1/4” on the location prior to running.
x Note that 68# drift is 12.259”
x Be sure to count the total # of joints on the location before running.
x Keep hole covered while R/U casing tools.
x Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
12.2 P/U shoe joint, visually verify no debris inside joint.
12.3 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
x Ensure proper operation of float equipment while picking up.
x Ensure to record S/N’s of all float equipment components.
12.4 Continue running 13-3/8” surface casing
x Fill casing on the fly, through the CRT.
x Use API Modified thread compound. Dope pin end only w/ paint brush.
x Centralization:
x 1 centralizer every joint to ~ 2,000’ MD from shoe
x 1 centralizer every other joint to ~200’ below surface
x Utilize a collar clamp until weight is sufficient to keep slips set properly.
x If casing run indicates poor hole conditions prior to reaching base permafrost, discuss
washing down casing with the drilling engineer.
x 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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12.5 Watch displacement carefully and avoid surging the hole. Slow down running speed if
necessary.
12.6 Slow in and out of slips.
12.7 P/U landing joint 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.
12.8 Lower casing to setting depth. Confirm measurements.
12.9 Have slips staged in cellar along with all necessary equipment for the operation.
12.10 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
13.1 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.
x How to handle cement returns at surface. Ensure vac trucks are on standby and ready to
assist.
x Which pumps will be utilized for displacement, and how fluid will be fed to displacement
pump.
x Ensure adequate amount of water for mix fluid is heated and available in the water tanks.
x 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
x Review test reports and ensure pump times are acceptable.
x Conduct visual inspection of all hard lines and connections used to route slurry to rig floor.
13.2 Document efficiency of all possible displacement pumps prior to cement job.
13.3 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.
13.4 R/U cement line (if not already done so).
13.5 Fill surface cement lines with water and pressure test.
13.6 Drop first bottom plug – HEC rep to witness. Pump spacer.
13.7 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.
13.8 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.
x Cement volume based on annular volume + open hole excess (200% 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:
13.9 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 and continue
with the cement job.
13.10 After pumping cement, drop top plug – HEC rep to witness, and displace cement with spud mud
out of mud pits.
a. Ensure volumes pumped and volumes returned are documented and constant communication
between mud pits, HEC Rep and HES Cementers during the entire job.
13.11 Ensure rig pump is used to displace cement.
13.12 Displacement calculation is in the Stage 1 Table in step 13.8.
13.13 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.
13.14 If plug is not bumped at calculated strokes, double check volumes and calculations. Over
displace by no more than 50% of shoe track volume, ±9.0 bbls before consulting with Drilling
Engineer.
Lead Slurry Tail Slurry
System ArcticCem HalCem
Density 10.7 lb/gal 15.8 lb/gal
Yield 2.88 ft3/sk 1.16 ft3/sk
Mix Water 22.02 gal/sk 4.95 gal/sk
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13.15 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.
13.16 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.
13.17 Install slips and make initial cut on 13-3/8” casing as follows:
x PU Riser and speed head
x PU on casing with 100k over string weight and set slips per wellhead rep
x Set speed head back down and disconnect from riser.
x PU riser and make initial cut on 13-3/8” casing. Set riser back down on speed head and LD
cut joint.
Ensure to report the following on WellView:
x Pre flush type, volume (bbls) & weight (ppg)
x Cement slurry type, lead or tail, volume & weight
x Pump rate while mixing, bpm, note any shutdown during mixing operations with a duration
x Pump rate while displacing, note whether displacement by pump truck or mud pumps, weight & type
of displacing fluid
x Note if casing is reciprocated or rotated during the job
x Calculated volume of displacement, actual displacement volume, whether plug bumped & bump
pressure, do floats hold
x Percent mud returns during job, if intermittent note timing during pumping of job. Final circulating
pressure
x Note if pre flush or cement returns at surface & volume
x Note time cement in place
x Note calculated top of cement
x 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,
brad.gorham@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. Dress off 13-3/8” casing stub. N/U 13-5/8” x 13-
5/8” 5M casing spool.
14.2 N/U 13-5/8” x 5M BOP as follows:
x 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
x Double gate ram should be dressed with 3-1/2” x 5-1/2” VBRs or 5-1/2” solid body rams in
top cavity,blind ram in bottom cavity.
x Single ram can be dressed with 3-1/2” x 5-1/2” VBRs
x N/U bell nipple, install flowline.
x Install (1) manual valve & HCR valve on kill side of mud cross. (Manual valve closest to
mud cross).
x 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.
x Test 3-1/2” x 5-1/2” rams with the 4-1/2” and 5-1/2” test joints
x Confirm test pressures with PTD
x Ensure to monitor side outlet valves and annulus valve pressure gauges to ensure no pressure
is trapped underneath test plug
x 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 Intermediate hole. Ensure LSND mud weight matches the weight at TD of
surface hole.
14.8 Set wearbushing in wellhead.
14.9 Rack back as much 5-1/2” DP in derrick as possible to be used while drilling the hole section.
14.10 Ensure 6” or 6-1/4” liners are in the 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 & 1.50° 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.
x 12.0 ppg desired to cover shoe strength for expected ECD’s. A 10.7 ppg FIT is the minimum
required to drill ahead
x 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.
x Ensure BHA components have been inspected previously.
x Drift and caliper all components before M/U. Visually verify no debris inside components that
cannot be drifted.
x Ensure TF offset is measured accurately and entered correctly into the MWD software.
x Ensure MWD is R/U and operational. MWD cannot be the same tool used in the 16” surface
BHA (independent verification of data).
x Ensure GWD is included in the BHA. Both gyro and HOC used cannot be the same tools used
in the 16” surface BHA (independent verification of data).
x Have DD run hydraulics calculations on site to ensure optimum nozzle sizing.
x Drill string will be 5-1/2” 21.9# S-135 DELTA 544.
x Run float in the intermediate hole section. Float can be ported or non-ported.
15.9 12-1/4” hole section mud program summary:
x 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.
* Casing test and FIT digital data to AOGCC upon completion of FIT. - mgr
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x 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.
x 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
x Run the centrifuge as needed while drilling the intermediate hole, this will help with
solids removal.
x Dump and dilute as necessary to keep drilled solids to an absolute minimum.
x 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 – 9.8 ppg LSND drilling fluid
Properties:
Interval Density PV YP API FL Total Solids MBT Hardness
Intermediate 8.9-9.8 5-20 - ALAP 15 - 30 <8 <10% <8 <200
15.10 TIH with 12-1/4” directional assembly to bottom.
15.11 Displace wellbore to LSND drilling fluid
15.12 Begin drilling 12-1/4” hole section, on-bottom staging technique:
x Tag bottom and begin drilling with 100 - 120 rpms at bit. Allow WOB to stabilize at 5-8k.
x Slowly begin bringing up rpms, monitoring stick slip and BHA vibrations
x 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
15.13 Drill 12-1/4” hole section to section TD per Geologist and Drilling Engineer.
x Flow Rate: 700-950 gpm. Target 950 gpm. AV’s 194 ft/min, 950 gpm
x RPM: 120-180. Target 150-180rpm
x Utilize GWD surveys for entire 12-1/4” hole section
x Efforts should be made to minimize dog legs in the intermediate hole.
x Keep any directional work needed to maintain plan to DLS < 3 deg / 100. Any doglegs over
3 deg / 100 need to be addressed before drilling ahead. There is plenty of length in this hole
section to get back on plan.
x Pump sweeps and maintain mud rheology to ensure effective hole cleaning.
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x 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.
x Screen down to 100’s before drilling Ugnu. Screen up as hole conditions allow to 170/200’s.
x Keep pipe movement with pumps off to slow speeds, to keep surge and swab pressures low
x Take MWD/GWD surveys every stand, can be taken more frequently if deemed necessary,
ex: concretion deflection
x Monitor Torque and Drag with pumps on every 5 stands
x Monitor ECD, pump pressure & hookload trends for hole cleaning indication
x Surveys can be taken more frequently if deemed necessary.
x 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.
x When drilling through the Ugnu sections (UG4, UG4A, UG3, UG1), limit ROP to 150 fph.
This is to handle the sand on the shaker screens at the high flow rate.
x Ensure ScreenKleen concentration is between 1.5% and 2.5% before drilling Ugnu sands.
Have additional ScreenKleen available in shaker room to pressure wash and scrub shaker
screens during connections.
x Minimize the amount of water used on the screens. Clean with ScreenKleen instead.
x Ensure mud is warm before drilling Ugnu. Use steam lines in pits if needed.
x Watch for packoffs while drilling through UG2 and UG1 coals. These are the most
problematic in the Ugnu formation.
x Once below the Ugnu, 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.
x Target ROP is as fast as we can clean the hole (up to 200 fph) without having to backream
connections. Hole cleaning is key.
x Note depths of the Ugnu coals for ghost reamer crossings and post-TD backreaming
awareness
x A/C: All wells have a clearance factor greater than 1.0 in the surface interval.
15.14 At TD, CBU (minimum 5-7X, more if needed) at max rate and rotation (120+ rpm). Pump
tandem sweeps if needed
x 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.
x Monitor BU for increase in cuttings. Cuttings in laterals will come back in waves and not a
consistent stream so circulate more if necessary
x Ensure lubricant concentration is at least 2.5% in and out before pulling off bottom.
15.15 BROOH with the drilling assembly to the 13-3/8” casing shoe.
x Circulate at full drill rate unless losses are seen.
x Rotate at maximum rpm that can be sustained.
x Target pulling speed of 5 – 10 min/std (slip to slip time, not including connections), but
adjust as hole conditions dictate.
x Slow pulling speed when backreaming through coal depths seen when drilling.
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x Have the flowline jets hooked up and be ready to jet the flowline at the first sign of clay
balling.
x If flow rates are reduced to combat overloaded shakers/flowline, stop back reaming until
parameters are restored.
x 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.
15.16 CBU 13-3/8” shoe (minimum 4x) and clean casing with high vis sweeps. Be prepared for the
hole to unload. This may take 4-6 BU before clean. Pump an EP Mud Lube pill to coat the
surface casing before POOH.
15.17 Monitor well for flow.
15.18 POOH and LD BHA. Be prepared to pump out of the hole until entering vertical section. If
needing to pump out, continue until BHA enters vertical section. CBU to clean casing once BHA
is in the vertical section. This may take several BU volumes to achieve.
15.19 Change upper rams from 3-1/2” x 5-1/2” 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.
x Provide AOGCC 24 hr notice for ram change and test.
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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)
x Ensure 9-5/8” BTC x DELTA 544 XO on rig floor and M/U to FOSV.
x Use API Modified thread compound. Dope pin end only w/ paint brush.
x R/U CRT and ensure torque rings are installed prior to running casing.
x Fill casing on the fly through CRT
x Discuss circulation strategy with drilling engineer prior to running casing.
x Ensure all casing has been drifted to at least 8-1/2” on the location prior to running.
x Note that 40# API drift is 8.679”
x Be sure to count the total # of joints on the location before running.
x Keep hole covered while R/U casing tools.
x 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” BTC, 2 Centralizers 10’ from each end w/ stop rings
1 joint – 9-5/8” BTC, 1 Centralizer mid joint w/ stop ring
1 joint – 9-5/8” BTC, 1 Centralizer mid joint w/ stop ring
9-5/8” Float Collar
1 joint – 9-5/8” BTC, 1 Centralizer mid joint with stop ring
16.4 Continue running 9-5/8” surface casing
x Fill casing on the fly, through the CRT.
x Use API Modified thread compound. Dope pin end only w/ paint brush.
x Centralization:
x 1 centralizer every joint to ~ 3,000’ MD from 9-5/8” shoe
x 1 centralizer every 2 joints to ~100’ MD below 13-3/8” shoe
x Utilize a collar clamp until weight is sufficient to keep slips set properly.
x Fill casing while running using fill up line on rig floor.
x 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 10 joints and
wash down. Take special care when staging pumps up and down to avoid surging and breaking
down the formation. If hookloads indicate excess drag or dirty hole, increase circulation
frequency to every 5 joints.
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.
x How to handle cement returns at surface. Ensure vac trucks are on standby and ready to
assist.
x Which pumps will be utilized for displacement, and how fluid will be fed to displacement
pump.
x Ensure adequate amount of water for mix fluid is heated and available in the water tanks.
x 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
x Review test reports and ensure pump times are acceptable.
x 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.
a. Cement volume based on annular volume + 40% open hole excess. Job will consist of lead and
tail cement, TOC brought to ~6,850’ MD, 2,936’ TVD. Depth chosen provides 250’ TVD
coverage above deepest freshwater intervals (<10,000 mg/L TDS), determined from MPU R-103
log data. That data shows deepest freshwater intervals~200’ TVD above LA3 top. Depths and
volumes to be confirmed with as-drilled log data.
x NOTE: If AEO-2A is approved before the cement job is performed, cement volumes will be
adjusted to ensure cement 250’ TVD above top of pool.
Depth chosen provides 250’ TVD,g,,,pp
coverage above deepest freshwater intervals (<10,000 mg/L TDS), determined from MPU R-103gp (,g),
log data. That data shows deepest freshwater intervals~200’ TVD above LA3 top.
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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.
x 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 VersaCem SwiftCem
Density 14.0 lb/gal 15.3 lb/gal
Yield 1.519 ft3/sk 1.237 ft3/sk
Mix Water 7.696 gal/sk 5.562 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 ~3,000’ MD with dead crude or diesel after
cement tests indicate cement has reached 500 psi compressive strength.
x Freeze protect with ~100 bbls of dead crude/diesel
x Establish breakdown pressure and inject 5 bbls past breakdown to confirm annulus is clear
x 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 3-1/2” x 5-1/2” VBRs and test to 250 psi low,
3,000 psi high with 4-1/2” and 5-1/2” test joints.
x Provide AOGCC 24 hr notice for ram change and test.
17.20 Once cement is in place long enough to start building compressive strength, MU 8-1/2” Cleanout
BHA. RIH and tag plugs. Circulate and condition mud. POOH & LD BHA.
17.21 If Halliburton’s XBAT tool is not on location, RU e-line and RIH w/CBL on tractor. Log 9-5/8”
casing from plugs up to confirm TOC for both freshwater protection and 250’ TVD above top of
pool (injector isolation). POOH and LD logging tools. RD e-line.
x If the cement job goes well with no indications of improper placement, the CBL may be run
before running the upper completion.
x NOTE: If AEO-2A is approved before CBL is performed, log will not be run on a producer.
A CBL would still be run if there are indications of an improper cement job (examples: lost
returns or FIT shows and inadequate cement job).
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Ensure to report the following on WellView:
x Pre flush type, volume (bbls) & weight (ppg)
x Cement slurry type, lead or tail, volume & weight
x Pump rate while mixing, bpm, note any shutdown during mixing operations with a duration
x Pump rate while displacing, note whether displacement by pump truck or mud pumps, weight & type
of displacing fluid
x Note if casing is reciprocated or rotated during the job
x Calculated volume of displacement, actual displacement volume, whether plug bumped & bump
pressure, do floats hold
x Percent mud returns during job, if intermittent note timing during pumping of job. Final circulating
pressure
x Note if pre flush or cement returns at surface & volume
x Note time cement in place
x Note calculated top of cement
x 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,
brad.gorham@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)
x Include Halliburton’s XBAT LWD sonic tool in BHA. Tool to be run in memory mode. This is
to serve as the cement evaluation log for the 9-5/8” intermediate cement job in step 17.21.
18.2 TIH to TOC above the float collar. Running speed is to be determined by data acquisition needs
for XBAT tool. 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.
x 12.0 ppg desired to cover shoe strength for expected ECD’s. A 10.1 ppg FIT is the minimum
required to drill ahead
x 10.1 ppg provides >25 bbls based on 9.2ppg MW, 8.46ppg PP (swabbed kick at 9.2ppg
BHP)
18.7 Pump EP Mud Lube sweep. Dump sweep once back to surface.
18.8 POOH & LD Cleanout BHA. Download XBAT tool data for immediate processing.
18.9 P/U 8-1/2” RSS directional BHA.
x Ensure BHA components have been inspected previously.
x Drift and caliper all components before M/U. Visually verify no debris inside components that
cannot be drifted.
x Ensure TF offset is measured accurately and entered correctly into the MWD software.
x Ensure MWD is R/U and operational.
x Ensure GWD is included in the BHA
x Have DD run hydraulics calculations on site to ensure optimum nozzle sizing. Hydraulics
calculations and recommended TFA is attached below.
x Drill string will be 5-1/2” 21.9# S-135 DELTA 544.
x Run two non-ported floats in the production hole section.
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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
18.10 8-1/2” hole section mud program summary:
x 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.
x 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.
x 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
x Run the centrifuge continuously while drilling the production hole, this will help with
solids removal.
x Dump and dilute as necessary to keep drilled solids to an absolute minimum.
x 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
18.11 TIH with 8-1/2” directional assembly to bottom
18.12 Install MPD RCD
18.13 Displace wellbore to 8.9 ppg FloPro drilling fluid
18.14 Begin drilling 8-1/2” hole section, on-bottom staging technique:
x Tag bottom and begin drilling with 100 - 120 rpms at bit. Allow WOB to stabilize at 5-8k.
x Slowly begin bringing up rpms, monitoring stick slip and BHA vibrations
x 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.
x Flow Rate: 350-550 gpm, target min. AV’s 225 ft/min, 385 gpm
x RPM: 120+
x Utilize GWD surveys for entire 8-1/2” hole section
x 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.
x Keep pipe movement with pumps off to slow speeds, to keep surge and swab pressures low
x Take MWD surveys every stand, can be taken more frequently if deemed necessary, ex:
concretion deflection
x Monitor Torque and Drag with pumps on every 5 stands
x Monitor ECD, pump pressure & hookload trends for hole cleaning indication
x Surveys can be taken more frequently if deemed necessary.
x 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.
x Use ADR to stay in section.
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x 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.
x Target ROP is as fast as we can clean the hole (under 200 fph) without having to backream
connections
x Watch for higher than expected pressure. MPD will be utilized to monitor pressure build up
on connections
x Schrader Bluff OA Concretions: 4-6% Historically
x 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.
x Patience is key! Getting kicked off too quickly might have been the cause of failed liner
runs on past wells.
x 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.
x Attempt to sidetrack low and right in a fast drilling interval where the wellbore is headed up.
x 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.
x 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
x 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.
x Monitor BU for increase in cuttings. Cuttings in laterals will come back in waves and not a
consistent stream so circulate more if necessary
x 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.
x 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.
x 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
x 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.
x Circulate at full drill rate unless losses are seen (350 gpm minimum if on losses)
x Rotate at maximum rpm that can be sustained.
x Target pulling speed of 10 – 20 ft/min (slip to slip time, not including connections), but
adjust as hole conditions dictate.
x 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 3 times at 9-5/8” shoe and clean casing with high vis sweeps. Once clean, pump
lube pill with spacers ahead and behind. Dump spacers and pill when returned to surface.
18.22 Monitor well for flow. Increase mud weight if necessary
x 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
x 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:
x With 4-1/2” joint across BOP: P/U & M/U the 4-1/2” safety joint (with 4-1/2” crossover
installed on bottom, FOSV valve in open position on top, 4-1/2” handling joint above
FOSV). This joint shall be fully M/U and available prior to running the first joint of 4-1/2”
liner.
x With a 5-1/2” joint across the BOP: P/U & M/U the 5-1/2” safety joint (with 5-1/2” crossover
installed on bottom, FOSV valve in open position on top, 5-1/2” handling joint above
FOSV). This joint shall be fully M/U and available prior to running the first joint of 5-1/2”
liner.
19.2 Confirm VBR’s have been tested to cover 4-1/2” and 5-1/2” pipe sizes to 250 psi low/3000 psi
high.
19.3 R/U 4-1/2” liner running equipment.
x Ensure 5-1/2” JFE Bear and 4-1/2” Hydril 625 x Delta 544 crossovers are on rig floor and
M/U to FOSV.
x Ensure the liner has been drifted on the deck prior to running.
x Be sure to count the total # of joints on the deck before running.
x Keep hole covered while R/U casing tools.
x Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
19.4 Run 5-1/2” x 4-1/2” production liner.
x Production liner will be a combination of screened and solid joints. Confirm with geologist
and OE for any solid joint placement.
x The uppermost ~3,900’ will be 5-1/2” screened / slotted liner.
x Use API Modified or equivalent thread compound. Dope pin end only w/ paint brush. Wipe
off excess. Thread compound can plug the screens
x Utilize a collar clamp until weight is sufficient to keep slips set properly.
x Use lift nubbins and stabbing guides for the liner run.
x In the last 3,000’ of 5-1/2” liner, place solid joint every 500’ until inside the 9-5/8” casing
shoe.
x Centralization:
x 1 centralizer every joint to ~ 100’ MD from intermediate shoe
x 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” 17.0# L-80 JFEBEAR
Casing OD Minimum Optimum Maximum
5.5” 6,660 ft-lbs 7,400 ft-lbs 8,140 ft-lbs
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19.5 Ensure that the liner top packer is set ~150’ MD above the 9-5/8” shoe.
x 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” x 5-1/2” 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.
x Ensure 5-1/2” DP/HWDP has been drifted
x Fill pipe every 10-15 stands to make sure string is topped off.
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.
19.24 Install test plug. Change out upper rams to 2-7/8” x 5” VBR’s or 2-7/8” fixed body rams. Test to
250 psi low, 3,000 psi high with 2-7/8” test joint.
x Provide AOGCC 24 hr notice for ram change and test.
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 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:
x With 2-7/8” joint across BOP: P/U & M/U the 4-1/2” FOSV (with 2-7/8” crossover installed
on bottom, FOSV valve in open position on top, 2-7/8” handling pup above FOSV).
20.2 M/U ESP assembly and RIH to setting depth. TIH no faster than 90 ft/min.
x Ensure wear bushing is pulled.
x Ensure 2-7/8” EUE 8RD x 4” XT39 crossover is on rig floor and M/U to FOSV.
x Ensure all tubing has been drifted in the pipe shed prior to running.
x Ensure that the ESP Cable spooler is rigged up to the rig floor.
x Be sure to count the total # of joints in the pipe shed before running.
x Keep hole covered while R/U casing tools.
x Record OD’s, ID’s, lengths, S/N’s of all components w/ vendor & model info.
x 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-Ǭ” Upper Completion Running Order
x Centralizer (OD = ±5.85”), Base at ±10,950’ 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.
x Intake Sensor
x 500Hp 562 Motor (OD = 5.62”)
x Lower Seal Section
x Upper Seal Section
x Intake / Gas Separator
x Pump Section 1
x Discharge Head
x Joints 2-7/8”, 6.5#, L-80, EUE 8rd tubing
x ±10’ Pup Joint 2-7/8”, 6.5#, L-80, EUE 8rd
x 2-7/8” GLM (+/-140’ MD)
x ±10’ Pup Joint 2-7/8”, 6.5#, L-80, EUE 8rd
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x 1 joint 2-7/8”, 6.5#, L-80, EUE 8rd tubing
x 2-7/8”, 6.5#, L-80, EUE 8rd space out pups (if needed)
x 1 joint 2-7/8”, 6.5#, L-80, EUE 8rd tubing
x Tubing hanger with 2-7/8”, 6.5#, L-80, EUE 8rd pin down
20.3 Follow all service company procedures for handling, make up and deployment of the ESP
system.
x Typical clamping is every joint for the first 15 joints and then every other joint to surface.
Make note of clamping performed in tally.
x Perform electrical continuity checks every 2,000’ MD.
20.4 MU tubing hanger, install penetrator, and terminate ESP cable. Perform final continuity check.
20.5 RIH and land hanger. RILDS and test hanger.
20.6 Set BPV, ensure new body seals are installed each time. ND BOPE and NU adapter flange and
tree.
20.7 Pull BPV. Set TWC. Test tree to 5000 psi.
20.8 Pull TWC. Set BPV. Bullhead tubing & IA freeze protect if/as needed. Contact MPU Wells
Foreman, Aubrey Malik/Billy Kruskie for confirmation at 670-3330.
20.9 Secure the tree and cellar.
21.0 RDMO
21.1 RDMO Parker 273
Page 46
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R-108 SB Producer
Drilling Procedure
22.0 Parker 273 Diverter Schematic
Page 47
Milne Point Unit
R-108 SB Producer
Drilling Procedure
23.0 Parker 273 BOP Schematic
Page 48
Milne Point Unit
R-108 SB Producer
Drilling Procedure
24.0 Wellhead Schematic
Page 49
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R-108 SB Producer
Drilling Procedure
25.0 Days vs Depth
Page 50
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R-108 SB Producer
Drilling Procedure
26.0 Formation Tops & Information
TOP NAME TVD
(FT)
TVDSS
(FT)
MD
(FT)
Formation Pressure
(psi)
EMW
(ppg)
SV5 1,394 1,330 1,470 613 8.46
Base Permafrost 1,874 1,810 2,486 824 8.46
SV1 2,068 2,004 3,289 910 8.46
UG4A 2,408 2,344 4,696 1059 8.46
LA3 3,386 3,322 8,743 1490 8.46
UG_MF 3,812 3,748 10,505 1677 8.46
SB_Na 3,854 3,790 10,679 1695 8.46
SB_Oa 3,984 3,920 11,394 1753 8.46
Page 51
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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-108 SB Producer
Drilling Procedure
Page 53
Milne Point Unit
R-108 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:
x 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.
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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-108 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.
Ugnu Coal Seams:
Ugnu Coals from the UG4A down to the UG1 have been problematic on these high-angle, long stepout
Raven Pad wells. MPD and black product additions have not shown to be beneficial. Maintain mud
properties throughout the 12-1/4” hole section. Utilize a ghost reamer ~2,000’ behind the bit to wipe the
coals ~1 day after initially cutting with the bit. Confirm the depths of all coals with the geologist and
note for backreaming at TD. Slow pulling speed when approaching and crossing the coal zones to avoid
packing off and pulling the BHA stuck.
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:
x 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
Page 56
Milne Point Unit
R-108 SB Producer
Drilling Procedure
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.
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-108 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. Calculate clean-hole ECD at every mud check to
ensure mud properties are in alignment and to gauge hole cleaning efficiency. 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:
x There are no wells with a CF < 1.0
Page 58
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R-108 SB Producer
Drilling Procedure
28.0 Parker 273 Layout
Page 59
Milne Point Unit
R-108 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-108 SB Producer
Drilling Procedure
30.0 Parker 273 Choke Manifold Schematic
Page 61
Milne Point Unit
R-108 SB Producer
Drilling Procedure
31.0 Casing Design
Page 62
Milne Point Unit
R-108 SB Producer
Drilling Procedure
32.0 12-1/4” Hole Section MASP
Page 63
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R-108 SB Producer
Drilling Procedure
33.0 8-1/2” Hole Section MASP
Page 64
Milne Point Unit
R-108 SB Producer
Drilling Procedure
34.0 Spider Plot (NAD 27) (Governmental Sections)
Page 65
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Drilling Procedure
35.0 Surface Plat (As-Built) (NAD 27)
Standard Proposal Report
02 June, 2025
Plan: MPU R-108 wp05
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Plan: MPU R-108
MPU R-108
-125001250250037505000True Vertical Depth (2500 usft/in)-1250 0 1250 2500 3750 5000 6250 7500 8750 10000 11250 12500 13750 15000 16250 17500 18750 20000 21250 2250023750Vertical Section at 304.00° (2500 usft/in)MPU R-108 wp05 tgt18MPU R-108 wp05 tgt03MPU R-108 wp05 tgt13MPU R-108 wp05 tgt19MPU R-108 wp05 tgt01MPU R-108 wp05 tgt04MPU R-108 wp05 tgt17MPU R-108 wp05 tgt02MPU R-108 wp05 tgt12MPU R-108 wp05 tgt08MPU R-108 wp05 tgt07MPU R-108 wp05 tgt05MPU R-108 wp05 tgt06MPU R-108 wp05 tgt09MPU R-108 wp05 tgt14MPU R-108 wp05 tgt10MPU R-108 wp05 tgt16MPU R-108 wp05 tgt11MPU R-108 wp05 tgt1513 3/8" x 16"9 5/8" x 12 1/4"4 1/2" x 8 1/2"5001000150020002500300035004000450050005500600065007000750080008500900095001000010500110001150012000125001300013500
14000
1450015000155001600016500
17000
17500
18000185001900019500
20000
2050021000215002200022500
23000
23500
2400024197MPU R-108 wp05Start Dir 3º/100' : 450' MD, 450'TVDStart Dir 4.25º/100' : 700' MD, 699.29'TVDEnd Dir : 2312.13' MD, 1831.52' TVDStart Dir 4º/100' : 10972.6' MD, 3924.61'TVDEnd Dir : 11259.03' MD, 3971.86' TVDBegin GeosteeringTotal Depth : 24197.44' MD, 4008.65' TVSV5BPRFSV1UG4ALA3SB_MFSB_NASB_NBSB_NCSB_NESB_NFSB_OAHilcorp Alaska, LLCCalculation Method:Minimum CurvatureError System:ISCWSAScan Method: Closest Approach 3DError Surface: Ellipsoid SeparationWarning Method: Error RatioWELL DETAILS: Plan: MPU R-10816.70+N/-S+E/-WNorthingEastingLatittudeLongitude0.000.006033355.75540571.08 70° 30' 7.4330 N 149° 40' 5.3430 WSURVEY PROGRAMDate: 2024-03-26T00:00:00 Validated: Yes Version: Depth From Depth To Survey/Plan Tool46.95 4130.00 MPU R-108 wp05 (MPU R-108) GYD_Quest GWD4130.00 11404.00 MPU R-108 wp05 (MPU R-108) GYD_Quest GWD11404.00 24197.44 MPU R-108 wp05 (MPU R-108) GYD_Quest GWDFORMATION TOP DETAILSTVDPathTVDssPath MDPath Formation1393.65 1330.00 1469.62 SV51873.65 1810.00 2486.44 BPRF2067.65 2004.00 3289.15 SV12407.65 2344.00 4695.95 UG4A3385.65 3322.00 8742.58 LA33811.65 3748.00 10505.22 SB_MF3853.65 3790.00 10679.00 SB_NA3889.65 3826.00 10827.95 SB_NB3901.65 3838.0010877.61 SB_NC3921.65 3858.00 10960.36 SB_NE3943.65 3880.00 11059.69 SB_NF3983.65 3920.00 11394.29 SB_OAREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Plan: MPU R-108, True NorthVertical (TVD) Reference:MPU R-108 as built @ 63.65usftMeasured Depth Reference:MPU R-108 as built @ 63.65usftCalculation Method: Minimum CurvatureProject:Milne PointSite:M Pt Raven PadWell:Plan: MPU R-108Wellbore:MPU R-108Design:MPU R-108 wp05CASING DETAILSTVD TVDSS MD SizeName2270.87 2207.22 4130.00 13-3/8 13 3/8" x 16"3984.50 3920.85 11404.00 9-5/8 9 5/8" x 12 1/4"4008.65 3945.00 24197.44 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 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 0.00 Start Dir 3º/100' : 450' MD, 450'TVD3 700.00 7.50 310.00 699.29 10.50 -12.52 3.00 310.00 16.25 Start Dir 4.25º/100' : 700' MD, 699.29'TVD4 2312.13 76.01 311.12 1831.52 673.52 -775.47 4.25 1.17 1019.52 End Dir : 2312.13' MD, 1831.52' TVD5 10972.60 76.01 311.12 3924.61 6200.62 -7105.87 0.00 0.00 9358.38 Start Dir 4º/100' : 10972.6' MD, 3924.61'TVD6 11259.03 85.00 303.91 3971.86 6372.19 -7329.70 4.00 -39.04 9639.88 End Dir : 11259.03' MD, 3971.86' TVD7 11509.03 85.00 303.91 3993.65 6511.13 -7536.39 0.00 0.00 9888.92 MPU R-108 wp05 tgt018 11726.57 91.53 303.98 4000.24 6632.48 -7716.68 3.00 0.58 10106.259 12312.85 91.53 303.98 3984.63 6960.00 -8202.69 0.00 0.00 10692.3210 12452.07 88.05 303.80 3985.14 7037.61 -8318.24 2.50 -177.10 10831.5211 12702.07 88.05 303.80 3993.65 7176.61 -8525.86 0.00 0.00 11081.37 MPU R-108 wp05 tgt0312 12748.29 89.21 303.82 3994.76 7202.32 -8564.25 2.50 1.12 11127.5713 13407.16 89.21 303.82 4003.90 7569.02 -9111.57 0.00 0.00 11786.3714 13471.59 90.80 304.05 4003.90 7604.99 -9165.02 2.50 8.11 11850.8115 14921.59 90.80 304.05 3983.65 8416.79 -10366.30 0.00 0.00 13300.67 MPU R-108 wp05 tgt0516 15088.17 85.97 304.08 3988.34 8510.04 -10504.20 2.90 179.63 13467.1317 15208.56 85.97 304.08 3996.81 8577.33 -10603.66 0.00 0.00 13587.2218 15342.38 89.85 304.05 4001.69 8652.23 -10714.42 2.90 -0.46 13720.9219 16092.38 89.85 304.05 4003.65 9072.16 -11335.83 0.00 0.00 14470.92 MPU R-108 wp05 tgt0720 16210.26 92.80 304.08 4000.93 9138.17 -11433.45 2.50 0.57 14588.7621 16292.72 92.80 304.08 3996.90 9184.31 -11501.67 0.00 0.00 14671.1222 16402.64 90.05 304.00 3994.17 9245.82 -11592.72 2.50 -178.34 14781.0023 17002.64 90.05 304.00 3993.65 9581.34 -12090.14 0.00 0.00 15381.00 MPU R-108 wp05 tgt0924 17179.15 85.20 304.05 4000.97 9679.99 -12236.26 2.75 179.40 15557.3025 17245.26 85.20 304.05 4006.50 9716.88 -12290.84 0.00 0.00 15623.1826 17445.41 90.70 303.99 4013.67 9828.74 -12456.56 2.75 -0.63 15823.1227 18265.41 90.70 303.99 4003.65 10287.13 -13136.40 0.00 0.00 16643.06 MPU R-108 wp05 tgt1128 18455.44 85.00 303.98 4010.78 10393.23 -13293.80 3.00 -179.90 16832.8929 18499.30 85.00 303.98 4014.60 10417.65 -13330.03 0.00 0.00 16876.5830 18649.34 89.50 304.01 4021.80 10501.43 -13454.25 3.00 0.38 17026.4131 19434.34 89.50 304.01 4028.65 10940.49 -14104.95 0.00 0.00 17811.38 MPU R-108 wp05 tgt1332 19590.64 94.03 304.04 4023.83 11027.88 -14234.39 2.90 0.40 17967.5533 19654.13 94.03 304.04 4019.37 11063.33 -14286.86 0.00 0.00 18030.8934 19791.45 90.05 304.01 4014.48 11140.11 -14400.59 2.90 -179.55 18168.1035 20741.45 90.05 304.01 4013.65 11671.48 -15188.08 0.00 0.00 19118.10 MPU R-108 wp05 tgt1536 20880.33 85.88 304.05 4018.58 11749.14 -15303.08 3.00 179.50 19256.8637 21045.13 85.88 304.05 4030.40 11841.16 -15439.27 0.00 0.00 19421.2338 21157.34 89.25 304.02 4035.17 11903.90 -15532.17 3.00 -0.46 19533.3239 22187.34 89.25 304.02 4048.65 12480.11 -16385.80 0.00 0.00 20563.24 MPU R-108 wp05 tgt1740 22223.13 90.32 304.00 4048.78 12500.13 -16415.47 3.00 -1.13 20599.0341 22387.05 90.32 304.00 4047.86 12591.79 -16551.36 0.00 0.00 20762.9442 22422.44 91.25 303.48 4047.37 12611.45 -16580.79 3.00 -29.24 20798.3343 24197.44 91.25 303.48 4008.65 13590.39 -18060.93 0.00 0.00 22572.84 MPU R-108 wp05 tgt19 Total Depth : 24197.44' MD, 4008.65' TVD
01000200030004000500060007000800090001000011000120001300014000South(-)/North(+) (2000 usft/in)-18000 -17000 -16000 -15000 -14000 -13000 -12000 -11000 -10000 -9000 -8000 -7000 -6000 -5000 -4000 -3000 -2000 -1000 0West(-)/East(+) (2000 usft/in)MPU R-108 wp05 tgt15MPU R-108 wp05 tgt11MPU R-108 wp05 tgt16MPU R-108 wp05 tgt10MPU R-108 wp05 tgt14MPU R-108 wp05 tgt09MPU R-108 wp05 tgt06MPU R-108 wp05 tgt05MPU R-108 wp05 tgt07MPU R-108 wp05 tgt08MPU R-108 wp05 tgt12MPU R-108 wp05 tgt02MPU R-108 wp05 tgt17MPU R-108 wp05 tgt04MPU R-108 wp05 tgt01MPU R-108 wp05 tgt19MPU R-108 wp05 tgt13MPU R-108 wp05 tgt03MPU R-108 wp05 tgt1813 3/8" x 16"9 5/8" x 12 1/4"4 1/2" x 8 1/2"25050075010001250150017502000225025002750300032503500375040004009MPU R-108 wp05Start Dir 3º/100' : 450' MD, 450'TVDStart Dir 4.25º/100' : 700' MD, 699.29'TVDEnd Dir : 2312.13' MD, 1831.52' TVDStart Dir 4º/100' : 10972.6' MD, 3924.61'TVDEnd Dir : 11259.03' MD, 3971.86' TVDBegin GeosteeringTotal Depth : 24197.44' MD, 4008.65' TVDCASING DETAILSTVDTVDSS MDSize Name2270.87 2207.22 4130.00 13-3/8 13 3/8" x 16"3984.50 3920.85 11404.00 9-5/8 9 5/8" x 12 1/4"4008.65 3945.00 24197.44 4-1/2 4 1/2" x 8 1/2"Project: Milne PointSite: M Pt Raven PadWell: Plan: MPU R-108Wellbore: MPU R-108Plan: MPU R-108 wp05WELL DETAILS: Plan: MPU R-10816.70+N/-S +E/-WNorthingEastingLatittudeLongitude0.000.006033355.75 540571.0870° 30' 7.4330 N149° 40' 5.3430 WREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Plan: MPU R-108, True NorthVertical (TVD) Reference:MPU R-108 as built @ 63.65usftMeasured Depth Reference:MPU R-108 as built @ 63.65usftCalculation Method:Minimum Curvature
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
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:
Grid Convergence:
M Pt Raven Pad
usft
Map usft
usft
°0.31Slot Radius:"13-3/16
6,033,201.00
540,134.00
5.00
70° 30' 5.9343 N
149° 40' 18.2376 W
Well
Well Position
Longitude:
Latitude:
Easting:
Northing:
usft
+E/-W
+N/-S
Position Uncertainty
usft
usft
usftGround Level:
Plan: MPU R-108
usft
usft
0.00
0.00
6,033,355.75
540,571.08
16.70Wellhead Elevation:usft0.00
70° 30' 7.4330 N
149° 40' 5.3430 W
Wellbore
Declination
(°)
Field Strength
(nT)
Sample Date Dip Angle
(°)
MPU R-108
Model NameMagnetics
BGGM2024 8/26/2025 13.65 80.73 57,202.11172170
Phase:Version:
Audit Notes:
Design MPU R-108 wp05
PLAN
Vertical Section: Depth From (TVD)
(usft)
+N/-S
(usft)
Direction
(°)
+E/-W
(usft)
Tie On Depth:46.95
304.000.000.0046.95
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 2
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Tool Face
(°)
+N/-S
(usft)
Measured
Depth
(usft)
Vertical
Depth
(usft)
Dogleg
Rate
(°/100usft)
Build
Rate
(°/100usft)
Turn
Rate
(°/100usft)
Plan Sections
TVD
System
usft
0.000.000.000.000.000.0046.950.000.0046.95 -16.70
0.000.000.000.000.000.00450.000.000.00450.00 386.35
310.000.003.003.00-12.5210.50699.29310.007.50700.00 635.64
1.170.074.254.25-775.47673.521,831.52311.1276.012,312.13 1,767.87
0.000.000.000.00-7,105.876,200.623,924.61311.1276.0110,972.60 3,860.96
-39.04-2.523.144.00-7,329.706,372.193,971.86303.9185.0011,259.03 3,908.21
0.000.000.000.00-7,536.396,511.133,993.65303.9185.0011,509.03 3,930.00
0.580.033.003.00-7,716.686,632.484,000.24303.9891.5311,726.57 3,936.59
0.000.000.000.00-8,202.696,960.003,984.63303.9891.5312,312.85 3,920.98
-177.10-0.13-2.502.50-8,318.247,037.613,985.14303.8088.0512,452.07 3,921.49
0.000.000.000.00-8,525.867,176.613,993.65303.8088.0512,702.07 3,930.00
1.120.052.502.50-8,564.257,202.323,994.76303.8289.2112,748.29 3,931.11
0.000.000.000.00-9,111.577,569.024,003.90303.8289.2113,407.16 3,940.25
8.110.352.482.50-9,165.027,604.994,003.90304.0590.8013,471.59 3,940.25
0.000.000.000.00-10,366.308,416.793,983.65304.0590.8014,921.59 3,920.00
179.630.02-2.902.90-10,504.208,510.043,988.34304.0885.9715,088.17 3,924.69
0.000.000.000.00-10,603.668,577.333,996.81304.0885.9715,208.56 3,933.16
-0.46-0.022.902.90-10,714.428,652.234,001.69304.0589.8515,342.38 3,938.04
0.000.000.000.00-11,335.839,072.164,003.65304.0589.8516,092.38 3,940.00
0.570.022.502.50-11,433.459,138.174,000.93304.0892.8016,210.26 3,937.28
0.000.000.000.00-11,501.679,184.313,996.90304.0892.8016,292.72 3,933.25
-178.34-0.07-2.502.50-11,592.729,245.823,994.17304.0090.0516,402.64 3,930.52
0.000.000.000.00-12,090.149,581.343,993.65304.0090.0517,002.64 3,930.00
179.400.03-2.752.75-12,236.269,679.994,000.97304.0585.2017,179.15 3,937.32
0.000.000.000.00-12,290.849,716.884,006.50304.0585.2017,245.26 3,942.85
-0.63-0.032.752.75-12,456.569,828.744,013.67303.9990.7017,445.41 3,950.02
0.000.000.000.00-13,136.4010,287.134,003.65303.9990.7018,265.41 3,940.00
-179.90-0.01-3.003.00-13,293.8010,393.234,010.78303.9885.0018,455.44 3,947.13
0.000.000.000.00-13,330.0310,417.654,014.60303.9885.0018,499.30 3,950.95
0.380.023.003.00-13,454.2510,501.434,021.80304.0189.5018,649.34 3,958.15
0.000.000.000.00-14,104.9510,940.494,028.65304.0189.5019,434.34 3,965.00
0.400.022.902.90-14,234.3911,027.884,023.83304.0494.0319,590.64 3,960.18
0.000.000.000.00-14,286.8611,063.334,019.37304.0494.0319,654.13 3,955.72
-179.55-0.02-2.902.90-14,400.5911,140.114,014.48304.0190.0519,791.45 3,950.83
0.000.000.000.00-15,188.0811,671.484,013.65304.0190.0520,741.45 3,950.00
179.500.03-3.003.00-15,303.0811,749.144,018.58304.0585.8820,880.33 3,954.93
0.000.000.000.00-15,439.2711,841.164,030.40304.0585.8821,045.13 3,966.75
-0.46-0.023.003.00-15,532.1711,903.904,035.17304.0289.2521,157.34 3,971.52
0.000.000.000.00-16,385.8012,480.114,048.65304.0289.2522,187.34 3,985.00
-1.13-0.063.003.00-16,415.4712,500.134,048.78304.0090.3222,223.13 3,985.13
0.000.000.000.00-16,551.3612,591.794,047.86304.0090.3222,387.05 3,984.21
-29.24-1.472.623.00-16,580.7912,611.454,047.37303.4891.2522,422.44 3,983.72
0.000.000.000.00-18,060.9313,590.394,008.65303.4891.2524,197.44 3,945.00
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 3
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
-16.70
Vert Section
46.95 0.00 46.95 0.00 0.000.00 540,571.086,033,355.75-16.70 0.00 0.00
100.00 0.00 100.00 0.00 0.000.00 540,571.086,033,355.7536.35 0.00 0.00
200.00 0.00 200.00 0.00 0.000.00 540,571.086,033,355.75136.35 0.00 0.00
300.00 0.00 300.00 0.00 0.000.00 540,571.086,033,355.75236.35 0.00 0.00
400.00 0.00 400.00 0.00 0.000.00 540,571.086,033,355.75336.35 0.00 0.00
450.00 0.00 450.00 0.00 0.000.00 540,571.086,033,355.75386.35 0.00 0.00
Start Dir 3º/100' : 450' MD, 450'TVD
500.00 1.50 499.99 0.42 -0.50310.00 540,570.586,033,356.17436.34 3.00 0.65
600.00 4.50 599.85 3.78 -4.51310.00 540,566.556,033,359.51536.20 3.00 5.86
700.00 7.50 699.29 10.50 -12.52310.00 540,558.516,033,366.18635.64 3.00 16.25
Start Dir 4.25º/100' : 700' MD, 699.29'TVD
800.00 11.75 797.86 21.31 -25.27310.43 540,545.696,033,376.91734.21 4.25 32.87
900.00 16.00 894.92 36.89 -43.49310.63 540,527.396,033,392.40831.27 4.25 56.68
1,000.00 20.25 989.93 57.17 -67.07310.75 540,503.706,033,412.54926.28 4.25 87.57
1,100.00 24.50 1,082.38 82.03 -95.88310.83 540,474.766,033,437.251,018.73 4.25 125.36
1,200.00 28.75 1,171.76 111.34 -129.77310.88 540,440.726,033,466.371,108.11 4.25 169.84
1,300.00 33.00 1,257.57 144.93 -168.54310.93 540,401.766,033,499.751,193.92 4.25 220.77
1,400.00 37.25 1,339.34 182.63 -211.99310.96 540,358.126,033,537.201,275.69 4.25 277.87
1,469.62 40.21 1,393.65 211.18 -244.87310.98 540,325.086,033,565.571,330.00 4.25 321.10
SV5
1,500.00 41.50 1,416.63 224.22 -259.87310.99 540,310.016,033,578.521,352.98 4.25 340.83
1,600.00 45.75 1,489.00 269.47 -311.93311.01 540,257.716,033,623.491,425.35 4.25 409.29
1,700.00 50.00 1,556.06 318.14 -367.87311.03 540,201.516,033,671.851,492.41 4.25 482.88
1,800.00 54.25 1,617.44 369.96 -427.39311.05 540,141.726,033,723.341,553.79 4.25 561.20
1,900.00 58.50 1,672.81 424.64 -490.16311.07 540,078.666,033,777.671,609.16 4.25 643.82
2,000.00 62.75 1,721.85 481.89 -555.84311.08 540,012.686,033,834.551,658.20 4.25 730.28
2,100.00 67.00 1,764.30 541.38 -624.05311.10 539,944.146,033,893.661,700.65 4.25 820.10
2,200.00 71.25 1,799.93 602.79 -694.44311.11 539,873.426,033,954.681,736.28 4.25 912.80
2,300.00 75.50 1,828.54 665.79 -766.61311.12 539,800.926,034,017.281,764.89 4.25 1,007.86
2,312.13 76.01 1,831.52 673.52 -775.47311.12 539,792.026,034,024.961,767.87 4.25 1,019.52
End Dir : 2312.13' MD, 1831.52' TVD
2,400.00 76.01 1,852.76 729.60 -839.70311.12 539,727.496,034,080.681,789.11 0.00 1,104.13
2,486.44 76.01 1,873.65 784.77 -902.88311.12 539,664.016,034,135.501,810.00 0.00 1,187.36
BPRF
2,500.00 76.01 1,876.93 793.42 -912.79311.12 539,654.066,034,144.101,813.28 0.00 1,200.41
2,600.00 76.01 1,901.10 857.24 -985.89311.12 539,580.626,034,207.511,837.45 0.00 1,296.70
2,700.00 76.01 1,925.26 921.06 -1,058.99311.12 539,507.196,034,270.921,861.61 0.00 1,392.99
2,800.00 76.01 1,949.43 984.88 -1,132.08311.12 539,433.756,034,334.341,885.78 0.00 1,489.27
2,900.00 76.01 1,973.60 1,048.70 -1,205.18311.12 539,360.326,034,397.751,909.95 0.00 1,585.56
3,000.00 76.01 1,997.77 1,112.52 -1,278.27311.12 539,286.886,034,461.161,934.12 0.00 1,681.85
3,100.00 76.01 2,021.94 1,176.34 -1,351.37311.12 539,213.446,034,524.581,958.29 0.00 1,778.13
3,200.00 76.01 2,046.10 1,240.16 -1,424.46311.12 539,140.016,034,587.991,982.45 0.00 1,874.42
3,289.15 76.01 2,067.65 1,297.05 -1,489.62311.12 539,074.546,034,644.522,004.00 0.00 1,960.26
SV1
3,300.00 76.01 2,070.27 1,303.98 -1,497.56311.12 539,066.576,034,651.402,006.62 0.00 1,970.71
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 4
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
2,030.79
Vert Section
3,400.00 76.01 2,094.44 1,367.80 -1,570.65311.12 538,993.146,034,714.822,030.79 0.00 2,066.99
3,500.00 76.01 2,118.61 1,431.62 -1,643.75311.12 538,919.706,034,778.232,054.96 0.00 2,163.28
3,600.00 76.01 2,142.78 1,495.44 -1,716.84311.12 538,846.276,034,841.652,079.13 0.00 2,259.56
3,700.00 76.01 2,166.95 1,559.26 -1,789.94311.12 538,772.836,034,905.062,103.30 0.00 2,355.85
3,800.00 76.01 2,191.11 1,623.08 -1,863.03311.12 538,699.406,034,968.472,127.46 0.00 2,452.14
3,900.00 76.01 2,215.28 1,686.90 -1,936.13311.12 538,625.966,035,031.892,151.63 0.00 2,548.42
4,000.00 76.01 2,239.45 1,750.72 -2,009.22311.12 538,552.536,035,095.302,175.80 0.00 2,644.71
4,100.00 76.01 2,263.62 1,814.54 -2,082.32311.12 538,479.096,035,158.712,199.97 0.00 2,741.00
4,130.00 76.01 2,270.87 1,833.68 -2,104.25311.12 538,457.066,035,177.742,207.22 0.00 2,769.88
13 3/8" x 16"
4,200.00 76.01 2,287.79 1,878.36 -2,155.41311.12 538,405.666,035,222.132,224.14 0.00 2,837.28
4,300.00 76.01 2,311.96 1,942.18 -2,228.51311.12 538,332.226,035,285.542,248.31 0.00 2,933.57
4,400.00 76.01 2,336.12 2,006.00 -2,301.60311.12 538,258.786,035,348.952,272.47 0.00 3,029.86
4,500.00 76.01 2,360.29 2,069.82 -2,374.70311.12 538,185.356,035,412.372,296.64 0.00 3,126.14
4,600.00 76.01 2,384.46 2,133.64 -2,447.79311.12 538,111.916,035,475.782,320.81 0.00 3,222.43
4,695.95 76.01 2,407.65 2,194.87 -2,517.93311.12 538,041.456,035,536.632,344.00 0.00 3,314.81
UG4A
4,700.00 76.01 2,408.63 2,197.46 -2,520.89311.12 538,038.486,035,539.202,344.98 0.00 3,318.71
4,800.00 76.01 2,432.80 2,261.28 -2,593.99311.12 537,965.046,035,602.612,369.15 0.00 3,415.00
4,900.00 76.01 2,456.97 2,325.10 -2,667.08311.12 537,891.616,035,666.022,393.32 0.00 3,511.29
5,000.00 76.01 2,481.13 2,388.92 -2,740.18311.12 537,818.176,035,729.442,417.48 0.00 3,607.57
5,100.00 76.01 2,505.30 2,452.74 -2,813.27311.12 537,744.746,035,792.852,441.65 0.00 3,703.86
5,200.00 76.01 2,529.47 2,516.56 -2,886.37311.12 537,671.306,035,856.262,465.82 0.00 3,800.15
5,300.00 76.01 2,553.64 2,580.37 -2,959.46311.12 537,597.876,035,919.682,489.99 0.00 3,896.43
5,400.00 76.01 2,577.81 2,644.19 -3,032.56311.12 537,524.436,035,983.092,514.16 0.00 3,992.72
5,500.00 76.01 2,601.98 2,708.01 -3,105.65311.12 537,450.996,036,046.502,538.33 0.00 4,089.01
5,600.00 76.01 2,626.14 2,771.83 -3,178.75311.12 537,377.566,036,109.922,562.49 0.00 4,185.29
5,700.00 76.01 2,650.31 2,835.65 -3,251.84311.12 537,304.126,036,173.332,586.66 0.00 4,281.58
5,800.00 76.01 2,674.48 2,899.47 -3,324.94311.12 537,230.696,036,236.742,610.83 0.00 4,377.86
5,900.00 76.01 2,698.65 2,963.29 -3,398.03311.12 537,157.256,036,300.162,635.00 0.00 4,474.15
6,000.00 76.01 2,722.82 3,027.11 -3,471.13311.12 537,083.826,036,363.572,659.17 0.00 4,570.44
6,100.00 76.01 2,746.98 3,090.93 -3,544.22311.12 537,010.386,036,426.992,683.33 0.00 4,666.72
6,200.00 76.01 2,771.15 3,154.75 -3,617.32311.12 536,936.956,036,490.402,707.50 0.00 4,763.01
6,300.00 76.01 2,795.32 3,218.57 -3,690.41311.12 536,863.516,036,553.812,731.67 0.00 4,859.30
6,400.00 76.01 2,819.49 3,282.39 -3,763.51311.12 536,790.086,036,617.232,755.84 0.00 4,955.58
6,500.00 76.01 2,843.66 3,346.21 -3,836.60311.12 536,716.646,036,680.642,780.01 0.00 5,051.87
6,600.00 76.01 2,867.83 3,410.03 -3,909.70311.12 536,643.216,036,744.052,804.18 0.00 5,148.15
6,700.00 76.01 2,891.99 3,473.85 -3,982.80311.12 536,569.776,036,807.472,828.34 0.00 5,244.44
6,800.00 76.01 2,916.16 3,537.67 -4,055.89311.12 536,496.336,036,870.882,852.51 0.00 5,340.73
6,900.00 76.01 2,940.33 3,601.49 -4,128.99311.12 536,422.906,036,934.292,876.68 0.00 5,437.01
7,000.00 76.01 2,964.50 3,665.31 -4,202.08311.12 536,349.466,036,997.712,900.85 0.00 5,533.30
7,100.00 76.01 2,988.67 3,729.13 -4,275.18311.12 536,276.036,037,061.122,925.02 0.00 5,629.59
7,200.00 76.01 3,012.84 3,792.95 -4,348.27311.12 536,202.596,037,124.542,949.19 0.00 5,725.87
7,300.00 76.01 3,037.00 3,856.77 -4,421.37311.12 536,129.166,037,187.952,973.35 0.00 5,822.16
7,400.00 76.01 3,061.17 3,920.59 -4,494.46311.12 536,055.726,037,251.362,997.52 0.00 5,918.45
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 5
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
3,021.69
Vert Section
7,500.00 76.01 3,085.34 3,984.41 -4,567.56311.12 535,982.296,037,314.783,021.69 0.00 6,014.73
7,600.00 76.01 3,109.51 4,048.23 -4,640.65311.12 535,908.856,037,378.193,045.86 0.00 6,111.02
7,700.00 76.01 3,133.68 4,112.05 -4,713.75311.12 535,835.426,037,441.603,070.03 0.00 6,207.30
7,800.00 76.01 3,157.85 4,175.87 -4,786.84311.12 535,761.986,037,505.023,094.20 0.00 6,303.59
7,900.00 76.01 3,182.01 4,239.69 -4,859.94311.12 535,688.556,037,568.433,118.36 0.00 6,399.88
8,000.00 76.01 3,206.18 4,303.51 -4,933.03311.12 535,615.116,037,631.843,142.53 0.00 6,496.16
8,100.00 76.01 3,230.35 4,367.33 -5,006.13311.12 535,541.676,037,695.263,166.70 0.00 6,592.45
8,200.00 76.01 3,254.52 4,431.15 -5,079.22311.12 535,468.246,037,758.673,190.87 0.00 6,688.74
8,300.00 76.01 3,278.69 4,494.97 -5,152.32311.12 535,394.806,037,822.093,215.04 0.00 6,785.02
8,400.00 76.01 3,302.86 4,558.79 -5,225.41311.12 535,321.376,037,885.503,239.21 0.00 6,881.31
8,500.00 76.01 3,327.02 4,622.61 -5,298.51311.12 535,247.936,037,948.913,263.37 0.00 6,977.60
8,600.00 76.01 3,351.19 4,686.43 -5,371.61311.12 535,174.506,038,012.333,287.54 0.00 7,073.88
8,700.00 76.01 3,375.36 4,750.25 -5,444.70311.12 535,101.066,038,075.743,311.71 0.00 7,170.17
8,742.58 76.01 3,385.65 4,777.42 -5,475.82311.12 535,069.806,038,102.743,322.00 0.00 7,211.16
LA3
8,800.00 76.01 3,399.53 4,814.07 -5,517.80311.12 535,027.636,038,139.153,335.88 0.00 7,266.45
8,900.00 76.01 3,423.70 4,877.89 -5,590.89311.12 534,954.196,038,202.573,360.05 0.00 7,362.74
9,000.00 76.01 3,447.87 4,941.71 -5,663.99311.12 534,880.766,038,265.983,384.22 0.00 7,459.03
9,100.00 76.01 3,472.03 5,005.53 -5,737.08311.12 534,807.326,038,329.393,408.38 0.00 7,555.31
9,200.00 76.01 3,496.20 5,069.35 -5,810.18311.12 534,733.886,038,392.813,432.55 0.00 7,651.60
9,300.00 76.01 3,520.37 5,133.17 -5,883.27311.12 534,660.456,038,456.223,456.72 0.00 7,747.89
9,400.00 76.01 3,544.54 5,196.99 -5,956.37311.12 534,587.016,038,519.643,480.89 0.00 7,844.17
9,500.00 76.01 3,568.71 5,260.81 -6,029.46311.12 534,513.586,038,583.053,505.06 0.00 7,940.46
9,600.00 76.01 3,592.87 5,324.63 -6,102.56311.12 534,440.146,038,646.463,529.22 0.00 8,036.75
9,700.00 76.01 3,617.04 5,388.45 -6,175.65311.12 534,366.716,038,709.883,553.39 0.00 8,133.03
9,800.00 76.01 3,641.21 5,452.27 -6,248.75311.12 534,293.276,038,773.293,577.56 0.00 8,229.32
9,900.00 76.01 3,665.38 5,516.09 -6,321.84311.12 534,219.846,038,836.703,601.73 0.00 8,325.60
10,000.00 76.01 3,689.55 5,579.91 -6,394.94311.12 534,146.406,038,900.123,625.90 0.00 8,421.89
10,100.00 76.01 3,713.72 5,643.73 -6,468.03311.12 534,072.976,038,963.533,650.07 0.00 8,518.18
10,200.00 76.01 3,737.88 5,707.55 -6,541.13311.12 533,999.536,039,026.943,674.23 0.00 8,614.46
10,300.00 76.01 3,762.05 5,771.37 -6,614.22311.12 533,926.106,039,090.363,698.40 0.00 8,710.75
10,400.00 76.01 3,786.22 5,835.19 -6,687.32311.12 533,852.666,039,153.773,722.57 0.00 8,807.04
10,500.00 76.01 3,810.39 5,899.01 -6,760.42311.12 533,779.226,039,217.193,746.74 0.00 8,903.32
10,505.22 76.01 3,811.65 5,902.34 -6,764.23311.12 533,775.396,039,220.493,748.00 0.00 8,908.34
SB_MF
10,600.00 76.01 3,834.56 5,962.83 -6,833.51311.12 533,705.796,039,280.603,770.91 0.00 8,999.61
10,679.00 76.01 3,853.65 6,013.24 -6,891.25311.12 533,647.786,039,330.693,790.00 0.00 9,075.67
SB_NA
10,700.00 76.01 3,858.73 6,026.65 -6,906.61311.12 533,632.356,039,344.013,795.08 0.00 9,095.89
10,800.00 76.01 3,882.89 6,090.47 -6,979.70311.12 533,558.926,039,407.433,819.24 0.00 9,192.18
10,827.95 76.01 3,889.65 6,108.31 -7,000.13311.12 533,538.396,039,425.153,826.00 0.00 9,219.10
SB_NB
10,877.61 76.01 3,901.65 6,140.00 -7,036.43311.12 533,501.936,039,456.643,838.00 0.00 9,266.90
SB_NC
10,900.00 76.01 3,907.06 6,154.29 -7,052.80311.12 533,485.486,039,470.843,843.41 0.00 9,288.47
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 6
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
3,858.00
Vert Section
10,960.36 76.01 3,921.65 6,192.81 -7,096.92311.12 533,441.166,039,509.113,858.00 0.00 9,346.58
SB_NE
10,972.60 76.01 3,924.61 6,200.62 -7,105.86311.12 533,432.176,039,516.883,860.96 0.00 9,358.37
Start Dir 4º/100' : 10972.6' MD, 3924.61'TVD
11,000.00 76.87 3,931.03 6,218.02 -7,126.04310.42 533,411.906,039,534.163,867.38 4.00 9,384.82
11,059.69 78.73 3,943.65 6,255.24 -7,170.96308.89 533,366.786,039,571.143,880.00 4.00 9,442.88
SB_NF
11,100.00 79.99 3,951.09 6,279.83 -7,202.01307.87 533,335.606,039,595.563,887.44 4.00 9,482.38
11,200.00 83.14 3,965.76 6,338.82 -7,281.39305.37 533,255.906,039,654.103,902.11 4.00 9,581.17
11,259.03 85.00 3,971.86 6,372.19 -7,329.70303.91 533,207.426,039,687.203,908.21 4.00 9,639.88
End Dir : 11259.03' MD, 3971.86' TVD
11,300.00 85.00 3,975.43 6,394.96 -7,363.57303.91 533,173.436,039,709.783,911.78 0.00 9,680.69
11,394.29 85.00 3,983.65 6,447.36 -7,441.53303.91 533,095.206,039,761.763,920.00 0.00 9,774.62
SB_OA
11,400.00 85.00 3,984.15 6,450.53 -7,446.24303.91 533,090.466,039,764.903,920.50 0.00 9,780.31
11,404.00 85.00 3,984.50 6,452.76 -7,449.55303.91 533,087.146,039,767.113,920.85 0.00 9,784.29
9 5/8" x 12 1/4"
11,509.03 85.00 3,993.65 6,511.13 -7,536.39303.91 533,000.006,039,825.003,930.00 0.00 9,888.92
11,510.10 85.03 3,993.74 6,511.72 -7,537.27303.91 532,999.116,039,825.593,930.09 3.00 9,889.99
Begin Geosteering
11,600.00 87.73 3,999.42 6,561.79 -7,611.71303.94 532,924.416,039,875.253,935.77 3.00 9,979.70
11,700.00 90.73 4,000.76 6,617.63 -7,694.65303.97 532,841.186,039,930.633,937.11 3.00 10,079.68
11,726.57 91.53 4,000.24 6,632.48 -7,716.68303.98 532,819.076,039,945.353,936.59 3.00 10,106.25
11,800.00 91.53 3,998.29 6,673.50 -7,777.55303.98 532,757.986,039,986.033,934.64 0.00 10,179.65
11,900.00 91.53 3,995.62 6,729.36 -7,860.44303.98 532,674.796,040,041.443,931.97 0.00 10,279.62
12,000.00 91.53 3,992.96 6,785.23 -7,943.34303.98 532,591.596,040,096.853,929.31 0.00 10,379.58
12,100.00 91.53 3,990.30 6,841.09 -8,026.24303.98 532,508.406,040,152.253,926.65 0.00 10,479.54
12,200.00 91.53 3,987.63 6,896.96 -8,109.14303.98 532,425.216,040,207.663,923.98 0.00 10,579.51
12,300.00 91.53 3,984.97 6,952.82 -8,192.04303.98 532,342.016,040,263.063,921.32 0.00 10,679.47
12,312.85 91.53 3,984.63 6,960.00 -8,202.69303.98 532,331.326,040,270.183,920.98 0.00 10,692.32
12,400.00 89.35 3,983.96 7,008.63 -8,275.00303.87 532,258.756,040,318.413,920.31 2.50 10,779.46
12,452.07 88.05 3,985.14 7,037.61 -8,318.24303.80 532,215.366,040,347.163,921.49 2.50 10,831.52
12,500.00 88.05 3,986.77 7,064.26 -8,358.05303.80 532,175.416,040,373.583,923.12 0.00 10,879.42
12,600.00 88.05 3,990.18 7,119.86 -8,441.10303.80 532,092.076,040,428.723,926.53 0.00 10,979.36
12,702.07 88.05 3,993.65 7,176.61 -8,525.86303.80 532,007.006,040,485.003,930.00 0.00 11,081.37
12,748.29 89.21 3,994.76 7,202.32 -8,564.25303.82 531,968.476,040,510.503,931.11 2.50 11,127.57
12,800.00 89.21 3,995.47 7,231.10 -8,607.21303.82 531,925.376,040,539.043,931.82 0.00 11,179.28
12,900.00 89.21 3,996.86 7,286.76 -8,690.28303.82 531,842.006,040,594.243,933.21 0.00 11,279.27
13,000.00 89.21 3,998.25 7,342.41 -8,773.35303.82 531,758.646,040,649.443,934.60 0.00 11,379.26
13,100.00 89.21 3,999.64 7,398.07 -8,856.42303.82 531,675.286,040,704.633,935.99 0.00 11,479.25
13,200.00 89.21 4,001.02 7,453.73 -8,939.49303.82 531,591.916,040,759.833,937.37 0.00 11,579.24
13,300.00 89.21 4,002.41 7,509.38 -9,022.55303.82 531,508.556,040,815.033,938.76 0.00 11,679.23
13,407.16 89.21 4,003.90 7,569.02 -9,111.57303.82 531,419.226,040,874.183,940.25 0.00 11,786.37
13,471.59 90.80 4,003.90 7,604.99 -9,165.02304.05 531,365.586,040,909.853,940.25 2.50 11,850.81
13,500.00 90.80 4,003.50 7,620.90 -9,188.56304.05 531,341.956,040,925.633,939.85 0.00 11,879.21
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 7
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
3,938.45
Vert Section
13,600.00 90.80 4,002.10 7,676.89 -9,271.41304.05 531,258.816,040,981.153,938.45 0.00 11,979.20
13,700.00 90.80 4,000.71 7,732.87 -9,354.25304.05 531,175.676,041,036.683,937.06 0.00 12,079.19
13,800.00 90.80 3,999.31 7,788.86 -9,437.10304.05 531,092.536,041,092.213,935.66 0.00 12,179.18
13,900.00 90.80 3,997.91 7,844.84 -9,519.95304.05 531,009.386,041,147.743,934.26 0.00 12,279.18
14,000.00 90.80 3,996.52 7,900.83 -9,602.79304.05 530,926.246,041,203.263,932.87 0.00 12,379.17
14,100.00 90.80 3,995.12 7,956.82 -9,685.64304.05 530,843.106,041,258.793,931.47 0.00 12,479.16
14,200.00 90.80 3,993.72 8,012.80 -9,768.49304.05 530,759.956,041,314.323,930.07 0.00 12,579.15
14,300.00 90.80 3,992.33 8,068.79 -9,851.33304.05 530,676.816,041,369.853,928.68 0.00 12,679.14
14,400.00 90.80 3,990.93 8,124.78 -9,934.18304.05 530,593.676,041,425.373,927.28 0.00 12,779.13
14,500.00 90.80 3,989.54 8,180.76 -10,017.03304.05 530,510.526,041,480.903,925.89 0.00 12,879.12
14,600.00 90.80 3,988.14 8,236.75 -10,099.87304.05 530,427.386,041,536.433,924.49 0.00 12,979.11
14,700.00 90.80 3,986.74 8,292.73 -10,182.72304.05 530,344.246,041,591.963,923.09 0.00 13,079.10
14,800.00 90.80 3,985.35 8,348.72 -10,265.57304.05 530,261.096,041,647.483,921.70 0.00 13,179.09
14,900.00 90.80 3,983.95 8,404.71 -10,348.42304.05 530,177.956,041,703.013,920.30 0.00 13,279.08
14,921.59 90.80 3,983.65 8,416.79 -10,366.30304.05 530,160.006,041,715.003,920.00 0.00 13,300.67
15,000.00 88.53 3,984.11 8,460.70 -10,431.26304.06 530,094.816,041,758.553,920.46 2.90 13,379.07
15,088.17 85.97 3,988.34 8,510.04 -10,504.20304.08 530,021.616,041,807.483,924.69 2.90 13,467.13
15,100.00 85.97 3,989.18 8,516.65 -10,513.97304.08 530,011.806,041,814.043,925.53 0.00 13,478.93
15,208.56 85.97 3,996.81 8,577.33 -10,603.66304.08 529,921.796,041,874.223,933.16 0.00 13,587.22
15,300.00 88.62 4,001.12 8,628.50 -10,679.32304.06 529,845.866,041,924.973,937.47 2.90 13,678.55
15,342.38 89.85 4,001.69 8,652.23 -10,714.42304.05 529,810.636,041,948.503,938.04 2.90 13,720.92
15,400.00 89.85 4,001.84 8,684.49 -10,762.17304.05 529,762.726,041,980.503,938.19 0.00 13,778.55
15,500.00 89.85 4,002.10 8,740.48 -10,845.02304.05 529,679.576,042,036.043,938.45 0.00 13,878.55
15,600.00 89.85 4,002.36 8,796.47 -10,927.88304.05 529,596.426,042,091.573,938.71 0.00 13,978.55
15,700.00 89.85 4,002.62 8,852.46 -11,010.73304.05 529,513.266,042,147.103,938.97 0.00 14,078.55
15,800.00 89.85 4,002.88 8,908.46 -11,093.59304.05 529,430.116,042,202.643,939.23 0.00 14,178.55
15,900.00 89.85 4,003.15 8,964.45 -11,176.44304.05 529,346.966,042,258.173,939.50 0.00 14,278.54
16,000.00 89.85 4,003.41 9,020.44 -11,259.30304.05 529,263.816,042,313.703,939.76 0.00 14,378.54
16,092.38 89.85 4,003.65 9,072.16 -11,335.83304.05 529,187.006,042,365.003,940.00 0.00 14,470.92
16,100.00 90.04 4,003.66 9,076.43 -11,342.15304.05 529,180.666,042,369.233,940.01 2.50 14,478.54
16,200.00 92.54 4,001.41 9,132.42 -11,424.96304.08 529,097.556,042,424.773,937.76 2.50 14,578.51
16,210.26 92.80 4,000.93 9,138.17 -11,433.45304.08 529,089.036,042,430.463,937.28 2.50 14,588.76
16,292.72 92.80 3,996.90 9,184.31 -11,501.67304.08 529,020.576,042,476.243,933.25 0.00 14,671.12
16,300.00 92.61 3,996.56 9,188.39 -11,507.69304.07 529,014.536,042,480.283,932.91 2.50 14,678.39
16,402.64 90.05 3,994.17 9,245.82 -11,592.72304.00 528,929.206,042,537.243,930.52 2.50 14,781.00
16,500.00 90.05 3,994.09 9,300.26 -11,673.43304.00 528,848.196,042,591.233,930.44 0.00 14,878.36
16,600.00 90.05 3,994.00 9,356.18 -11,756.34304.00 528,764.996,042,646.703,930.35 0.00 14,978.36
16,700.00 90.05 3,993.91 9,412.10 -11,839.24304.00 528,681.796,042,702.163,930.26 0.00 15,078.36
16,800.00 90.05 3,993.83 9,468.02 -11,922.14304.00 528,598.596,042,757.623,930.18 0.00 15,178.36
16,900.00 90.05 3,993.74 9,523.94 -12,005.05304.00 528,515.406,042,813.083,930.09 0.00 15,278.36
17,002.64 90.05 3,993.65 9,581.34 -12,090.14304.00 528,430.006,042,870.003,930.00 0.00 15,381.00
17,100.00 87.37 3,995.84 9,635.78 -12,170.81304.03 528,349.046,042,924.003,932.19 2.75 15,478.32
17,179.15 85.20 4,000.97 9,679.99 -12,236.26304.05 528,283.366,042,967.843,937.32 2.75 15,557.30
17,200.00 85.20 4,002.71 9,691.62 -12,253.48304.05 528,266.086,042,979.383,939.06 0.00 15,578.08
17,245.26 85.20 4,006.50 9,716.88 -12,290.84304.05 528,228.586,043,004.433,942.85 0.00 15,623.18
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 8
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
3,946.72
Vert Section
17,300.00 86.70 4,010.37 9,747.44 -12,336.09304.03 528,183.176,043,034.753,946.72 2.75 15,677.78
17,400.00 89.45 4,013.73 9,803.35 -12,418.92304.00 528,100.056,043,090.203,950.08 2.75 15,777.72
17,445.41 90.70 4,013.67 9,828.74 -12,456.56303.99 528,062.276,043,115.383,950.02 2.75 15,823.12
17,500.00 90.70 4,013.00 9,859.26 -12,501.82303.99 528,016.846,043,145.643,949.35 0.00 15,877.71
17,600.00 90.70 4,011.78 9,915.16 -12,584.73303.99 527,933.646,043,201.093,948.13 0.00 15,977.70
17,700.00 90.70 4,010.56 9,971.06 -12,667.64303.99 527,850.446,043,256.533,946.91 0.00 16,077.70
17,800.00 90.70 4,009.34 10,026.96 -12,750.55303.99 527,767.236,043,311.973,945.69 0.00 16,177.69
17,900.00 90.70 4,008.11 10,082.86 -12,833.45303.99 527,684.036,043,367.413,944.46 0.00 16,277.68
18,000.00 90.70 4,006.89 10,138.76 -12,916.36303.99 527,600.836,043,422.853,943.24 0.00 16,377.67
18,100.00 90.70 4,005.67 10,194.66 -12,999.27303.99 527,517.636,043,478.293,942.02 0.00 16,477.67
18,200.00 90.70 4,004.45 10,250.56 -13,082.18303.99 527,434.426,043,533.743,940.80 0.00 16,577.66
18,265.41 90.70 4,003.65 10,287.13 -13,136.40303.99 527,380.006,043,570.003,940.00 0.00 16,643.06
18,300.00 89.66 4,003.54 10,306.47 -13,165.09303.99 527,351.226,043,589.183,939.89 3.00 16,677.65
18,400.00 86.66 4,006.75 10,362.33 -13,247.95303.98 527,268.066,043,644.583,943.10 3.00 16,777.59
18,455.44 85.00 4,010.78 10,393.23 -13,293.80303.98 527,222.046,043,675.243,947.13 3.00 16,832.89
18,499.30 85.00 4,014.60 10,417.65 -13,330.03303.98 527,185.686,043,699.453,950.95 0.00 16,876.58
18,600.00 88.02 4,020.73 10,473.84 -13,413.36304.00 527,102.066,043,755.183,957.08 3.00 16,977.08
18,649.34 89.50 4,021.80 10,501.43 -13,454.25304.01 527,061.026,043,782.543,958.15 3.00 17,026.41
18,700.00 89.50 4,022.24 10,529.76 -13,496.24304.01 527,018.886,043,810.643,958.59 0.00 17,077.06
18,800.00 89.50 4,023.11 10,585.69 -13,579.14304.01 526,935.696,043,866.113,959.46 0.00 17,177.06
18,900.00 89.50 4,023.99 10,641.62 -13,662.03304.01 526,852.506,043,921.593,960.34 0.00 17,277.05
19,000.00 89.50 4,024.86 10,697.55 -13,744.92304.01 526,769.326,043,977.063,961.21 0.00 17,377.05
19,100.00 89.50 4,025.73 10,753.49 -13,827.81304.01 526,686.136,044,032.533,962.08 0.00 17,477.05
19,200.00 89.50 4,026.60 10,809.42 -13,910.70304.01 526,602.946,044,088.003,962.95 0.00 17,577.04
19,300.00 89.50 4,027.48 10,865.35 -13,993.59304.01 526,519.766,044,143.483,963.83 0.00 17,677.04
19,400.00 89.50 4,028.35 10,921.28 -14,076.48304.01 526,436.576,044,198.953,964.70 0.00 17,777.03
19,434.34 89.50 4,028.65 10,940.49 -14,104.95304.01 526,408.006,044,218.003,965.00 0.00 17,811.38
19,500.00 91.40 4,028.13 10,977.22 -14,159.36304.02 526,353.396,044,254.433,964.48 2.90 17,877.03
19,590.64 94.03 4,023.83 11,027.88 -14,234.39304.04 526,278.106,044,304.683,960.18 2.90 17,967.55
19,600.00 94.03 4,023.18 11,033.11 -14,242.13304.04 526,270.336,044,309.863,959.53 0.00 17,976.89
19,654.13 94.03 4,019.37 11,063.33 -14,286.86304.04 526,225.436,044,339.843,955.72 0.00 18,030.89
19,700.00 92.70 4,016.68 11,088.97 -14,324.81304.03 526,187.356,044,365.263,953.03 2.90 18,076.68
19,791.45 90.05 4,014.48 11,140.11 -14,400.59304.01 526,111.306,044,415.993,950.83 2.90 18,168.10
19,800.00 90.05 4,014.47 11,144.89 -14,407.67304.01 526,104.206,044,420.733,950.82 0.00 18,176.65
19,900.00 90.05 4,014.38 11,200.83 -14,490.56304.01 526,021.016,044,476.203,950.73 0.00 18,276.65
20,000.00 90.05 4,014.30 11,256.76 -14,573.46304.01 525,937.826,044,531.683,950.65 0.00 18,376.65
20,100.00 90.05 4,014.21 11,312.70 -14,656.35304.01 525,854.636,044,587.153,950.56 0.00 18,476.65
20,200.00 90.05 4,014.12 11,368.63 -14,739.25304.01 525,771.446,044,642.633,950.47 0.00 18,576.65
20,300.00 90.05 4,014.04 11,424.56 -14,822.14304.01 525,688.256,044,698.103,950.39 0.00 18,676.65
20,400.00 90.05 4,013.95 11,480.50 -14,905.03304.01 525,605.066,044,753.583,950.30 0.00 18,776.65
20,500.00 90.05 4,013.86 11,536.43 -14,987.93304.01 525,521.876,044,809.053,950.21 0.00 18,876.65
20,600.00 90.05 4,013.77 11,592.36 -15,070.82304.01 525,438.686,044,864.533,950.12 0.00 18,976.65
20,700.00 90.05 4,013.69 11,648.30 -15,153.72304.01 525,355.496,044,920.003,950.04 0.00 19,076.65
20,741.45 90.05 4,013.65 11,671.48 -15,188.08304.01 525,321.006,044,943.003,950.00 0.00 19,118.10
20,800.00 88.29 4,014.50 11,704.23 -15,236.60304.03 525,272.316,044,975.483,950.85 3.00 19,176.64
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 9
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Measured
Depth
(usft)
Inclination
(°)
Azimuth
(°)
+E/-W
(usft)
Map
Northing
(usft)
Map
Easting
(usft)
+N/-S
(usft)
Planned Survey
Vertical
Depth
(usft)
TVDss
usft
DLS
3,954.93
Vert Section
20,880.33 85.88 4,018.58 11,749.14 -15,303.08304.05 525,205.596,045,020.013,954.93 3.00 19,256.86
20,900.00 85.88 4,019.99 11,760.12 -15,319.33304.05 525,189.286,045,030.913,956.34 0.00 19,276.48
21,000.00 85.88 4,027.17 11,815.96 -15,401.98304.05 525,106.346,045,086.293,963.52 0.00 19,376.22
21,045.13 85.88 4,030.40 11,841.16 -15,439.27304.05 525,068.916,045,111.293,966.75 0.00 19,421.23
21,100.00 87.53 4,033.56 11,871.83 -15,484.66304.03 525,023.356,045,141.703,969.91 3.00 19,476.01
21,157.34 89.25 4,035.17 11,903.90 -15,532.17304.02 524,975.686,045,173.513,971.52 3.00 19,533.32
21,200.00 89.25 4,035.73 11,927.76 -15,567.52304.02 524,940.206,045,197.183,972.08 0.00 19,575.98
21,300.00 89.25 4,037.04 11,983.71 -15,650.40304.02 524,857.036,045,252.663,973.39 0.00 19,675.97
21,400.00 89.25 4,038.34 12,039.65 -15,733.28304.02 524,773.866,045,308.153,974.69 0.00 19,775.96
21,500.00 89.25 4,039.65 12,095.59 -15,816.15304.02 524,690.686,045,363.633,976.00 0.00 19,875.96
21,600.00 89.25 4,040.96 12,151.54 -15,899.03304.02 524,607.516,045,419.123,977.31 0.00 19,975.95
21,700.00 89.25 4,042.27 12,207.48 -15,981.91304.02 524,524.346,045,474.603,978.62 0.00 20,075.94
21,800.00 89.25 4,043.58 12,263.42 -16,064.78304.02 524,441.166,045,530.093,979.93 0.00 20,175.93
21,900.00 89.25 4,044.89 12,319.37 -16,147.66304.02 524,357.996,045,585.573,981.24 0.00 20,275.92
22,000.00 89.25 4,046.20 12,375.31 -16,230.54304.02 524,274.826,045,641.063,982.55 0.00 20,375.91
22,100.00 89.25 4,047.51 12,431.25 -16,313.42304.02 524,191.646,045,696.543,983.86 0.00 20,475.90
22,187.34 89.25 4,048.65 12,480.11 -16,385.80304.02 524,119.006,045,745.003,985.00 0.00 20,563.24
22,200.00 89.63 4,048.77 12,487.20 -16,396.29304.01 524,108.476,045,752.023,985.12 3.00 20,575.90
22,223.13 90.32 4,048.78 12,500.13 -16,415.47304.00 524,089.226,045,764.863,985.13 3.00 20,599.03
22,300.00 90.32 4,048.35 12,543.12 -16,479.20304.00 524,025.276,045,807.483,984.70 0.00 20,675.89
22,387.05 90.32 4,047.86 12,591.79 -16,551.36304.00 523,952.856,045,855.763,984.21 0.00 20,762.94
22,400.00 90.66 4,047.75 12,599.02 -16,562.11303.81 523,942.066,045,862.923,984.10 3.00 20,775.89
22,422.44 91.25 4,047.37 12,611.45 -16,580.79303.48 523,923.316,045,875.253,983.72 3.00 20,798.33
22,500.00 91.25 4,045.68 12,654.22 -16,645.47303.48 523,858.416,045,917.673,982.03 0.00 20,875.87
22,600.00 91.25 4,043.50 12,709.37 -16,728.85303.48 523,774.736,045,972.363,979.85 0.00 20,975.84
22,700.00 91.25 4,041.32 12,764.52 -16,812.24303.48 523,691.056,046,027.053,977.67 0.00 21,075.81
22,800.00 91.25 4,039.14 12,819.68 -16,895.63303.48 523,607.376,046,081.743,975.49 0.00 21,175.78
22,900.00 91.25 4,036.95 12,874.83 -16,979.02303.48 523,523.696,046,136.433,973.30 0.00 21,275.76
23,000.00 91.25 4,034.77 12,929.98 -17,062.41303.48 523,440.026,046,191.123,971.12 0.00 21,375.73
23,100.00 91.25 4,032.59 12,985.13 -17,145.79303.48 523,356.346,046,245.813,968.94 0.00 21,475.70
23,200.00 91.25 4,030.41 13,040.28 -17,229.18303.48 523,272.666,046,300.503,966.76 0.00 21,575.67
23,300.00 91.25 4,028.23 13,095.43 -17,312.57303.48 523,188.986,046,355.193,964.58 0.00 21,675.64
23,400.00 91.25 4,026.05 13,150.58 -17,395.96303.48 523,105.306,046,409.883,962.40 0.00 21,775.62
23,500.00 91.25 4,023.86 13,205.74 -17,479.35303.48 523,021.626,046,464.573,960.21 0.00 21,875.59
23,600.00 91.25 4,021.68 13,260.89 -17,562.73303.48 522,937.946,046,519.263,958.03 0.00 21,975.56
23,700.00 91.25 4,019.50 13,316.04 -17,646.12303.48 522,854.266,046,573.953,955.85 0.00 22,075.53
23,800.00 91.25 4,017.32 13,371.19 -17,729.51303.48 522,770.586,046,628.643,953.67 0.00 22,175.50
23,900.00 91.25 4,015.14 13,426.34 -17,812.90303.48 522,686.906,046,683.333,951.49 0.00 22,275.48
24,000.00 91.25 4,012.96 13,481.49 -17,896.29303.48 522,603.226,046,738.023,949.31 0.00 22,375.45
24,100.00 91.25 4,010.78 13,536.64 -17,979.67303.48 522,519.546,046,792.713,947.13 0.00 22,475.42
24,197.44 91.25 4,008.65 13,590.38 -18,060.93303.48 522,438.006,046,846.003,945.00 0.00 22,572.83
Total Depth : 24197.44' MD, 4008.65' TVD - 4 1/2" x 8 1/2"
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 10
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
Target Name
- hit/miss target
- Shape
TVD
(usft)
Northing
(usft)
Easting
(usft)
+N/-S
(usft)
+E/-W
(usft)
Targets
Dip Angle
(°)
Dip Dir.
(°)
MPU R-108 wp05 tgt18 4,048.65 6,045,857.00 523,951.0012,593.04 -16,553.200.00 0.00
- plan misses target center by 0.81usft at 22389.27usft MD (4047.84 TVD, 12593.03 N, -16553.20 E)
- Point
MPU R-108 wp05 tgt03 3,993.65 6,040,485.00 532,007.007,176.61 -8,525.860.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt13 4,028.65 6,044,218.00 526,408.0010,940.49 -14,104.950.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt19 4,008.65 6,046,846.00 522,438.0013,590.39 -18,060.930.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt01 3,993.65 6,039,825.00 533,000.006,511.13 -7,536.390.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt04 4,003.65 6,040,880.00 531,415.007,574.87 -9,115.760.00 0.00
- plan misses target center by 2.55usft at 13413.90usft MD (4003.98 TVD, 7572.78 N, -9117.17 E)
- Point
MPU R-108 wp05 tgt17 4,048.65 6,045,745.00 524,119.0012,480.11 -16,385.800.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt02 3,983.65 6,040,326.00 532,244.007,016.30 -8,289.710.00 0.00
- plan misses target center by 1.91usft at 12416.48usft MD (3984.21 TVD, 7017.81 N, -8288.68 E)
- Point
MPU R-108 wp05 tgt12 4,018.65 6,043,692.00 527,196.0010,410.14 -13,319.750.00 0.00
- plan misses target center by 5.16usft at 18486.98usft MD (4013.53 TVD, 10410.79 N, -13319.86 E)
- Point
MPU R-108 wp05 tgt08 3,993.65 6,042,439.00 529,076.009,146.77 -11,446.440.00 0.00
- plan misses target center by 6.51usft at 16226.18usft MD (4000.15 TVD, 9147.07 N, -11446.62 E)
- Point
MPU R-108 wp05 tgt07 4,003.65 6,042,365.00 529,187.009,072.16 -11,335.830.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt05 3,983.65 6,041,715.00 530,160.008,416.79 -10,366.300.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt06 3,998.65 6,041,810.00 530,015.008,512.59 -10,510.800.00 0.00
- plan misses target center by 9.92usft at 15095.77usft MD (3988.88 TVD, 8514.29 N, -10510.48 E)
- Point
MPU R-108 wp05 tgt09 3,993.65 6,042,870.00 528,430.009,581.34 -12,090.140.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt14 4,013.65 6,044,305.00 526,277.0011,028.21 -14,235.480.00 0.00
- plan misses target center by 10.09usft at 19592.44usft MD (4023.71 TVD, 11028.89 N, -14235.88 E)
- Point
MPU R-108 wp05 tgt10 4,013.65 6,043,080.00 528,115.009,793.07 -12,404.020.00 0.00
- plan misses target center by 0.26usft at 17381.91usft MD (4013.48 TVD, 9793.23 N, -12403.92 E)
- Point
MPU R-108 wp05 tgt16 4,033.65 6,045,065.00 525,137.0011,794.50 -15,371.430.00 0.00
- plan misses target center by 9.17usft at 20963.24usft MD (4024.53 TVD, 11795.43 N, -15371.59 E)
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 11
Project:
Company:
Local Co-ordinate Reference:
TVD Reference:
Site:
Hilcorp Alaska, LLC
Milne Point
M Pt Raven Pad
Standard Proposal Report
Well:
Wellbore:
Plan: MPU R-108
MPU R-108
Survey Calculation Method:Minimum Curvature
MPU R-108 as built @ 63.65usft
Design:MPU R-108 wp05
Database:Alaska
MD Reference:MPU R-108 as built @ 63.65usft
North Reference:
Well Plan: MPU R-108
True
- Point
MPU R-108 wp05 tgt11 4,003.65 6,043,570.00 527,380.0010,287.13 -13,136.400.00 0.00
- plan hits target center
- Point
MPU R-108 wp05 tgt15 4,013.65 6,044,943.00 525,321.0011,671.48 -15,188.080.00 0.00
- plan hits target center
- Point
Vertical
Depth
(usft)
Measured
Depth
(usft)
Casing
Diameter
(")
Hole
Diameter
(")Name
Casing Points
4 1/2" x 8 1/2"4,008.6524,197.44 4-1/2 8-1/2
9 5/8" x 12 1/4"3,984.5011,404.00 9-5/8 12-1/4
13 3/8" x 16"2,270.874,130.00 13-3/8 16
Measured
Depth
(usft)
Vertical
Depth
(usft)
Dip
Direction
(°)Name Lithology
Dip
(°)
Formations
Vertical
Depth SS
11,394.29 3,983.65 SB_OA
4,695.95 2,407.65 UG4A
10,505.22 3,811.65 SB_MF
10,960.36 3,921.65 SB_NE
10,679.00 3,853.65 SB_NA
10,877.61 3,901.65 SB_NC
2,486.44 1,873.65 BPRF
3,289.15 2,067.65 SV1
11,059.69 3,943.65 SB_NF
8,742.58 3,385.65 LA3
1,469.62 1,393.65 SV5
10,827.95 3,889.65 SB_NB
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
700.00 699.29 10.50 -12.52 Start Dir 4.25º/100' : 700' MD, 699.29'TVD
2,312.13 1,831.52 673.52 -775.47 End Dir : 2312.13' MD, 1831.52' TVD
10,972.60 3,924.61 6,200.62 -7,105.86 Start Dir 4º/100' : 10972.6' MD, 3924.61'TVD
11,259.03 3,971.86 6,372.19 -7,329.70 End Dir : 11259.03' MD, 3971.86' TVD
11,510.10 3,993.74 6,511.72 -7,537.27 Begin Geosteering
24,197.44 4,008.65 13,590.38 -18,060.93 Total Depth : 24197.44' MD, 4008.65' TVD
6/2/2025 2:20:15PM COMPASS 5000.17 Build 04 Page 12
Clearance SummaryAnticollision Report02 June, 2025Hilcorp Alaska, LLCMilne PointM Pt Raven PadPlan: MPU R-108MPU R-108MPU R-108 wp05Reference Design: M Pt Raven Pad - Plan: MPU R-108 - MPU R-108 - MPU R-108 wp05Closest Approach 3D Proximity Scan on Current Survey Data (North Reference)Well Coordinates: 6,033,355.75 N, 540,571.08 E (70° 30' 07.43" N, 149° 40' 05.34" W)Datum Height: MPU R-108 as built @ 63.65usftScan Range: 0.00 to 24,197.44 usft. Measured Depth.Geodetic Scale Factor AppliedVersion: 5000.17 Build: 04Scan Radius is Unlimited . Clearance Factor cutoff is Unlimited. Max Ellipse Separation is 1,000.00 usftNO GLOBAL FILTER: Using user defined selection & filtering criteriaScan Type:Scan Type:25.00
Milne PointHilcorp Alaska, LLCAnticollision Report for Plan: MPU R-108 - MPU R-108 wp05Comparison Well Name - Wellbore Name - Design@MeasuredDepth(usft)MinimumDistance(usft)EllipseSeparation(usft)@MeasuredDepthusftClearanceFactorScan Radius is Unlimited . Clearance Factor cutoff is Unlimited. Max Ellipse Separation is 1,000.00 usftSite NameScan Range: 0.00 to 24,197.44 usft. Measured Depth. Closest Approach 3D Proximity Scan on Current Survey Data (North Reference)Reference Design: M Pt Raven Pad - Plan: MPU R-108 - MPU R-108 - MPU R-108 wp05MeasuredDepth(usft)Summary Based on MinimumSeparation WarningM Pt F PadMPF-96 - MPF-96 - MPF-96 864.89 6,725.00 803.72 6,700.00 14.1386,725.00Ellipse Separation Pass - MPF-96 - MPF-96 - MPF-96 864.16 6,786.07 804.26 6,747.59 14.4256,786.07Centre Distance Pass - MPF-96 - MPF-96 - MPF-96 1,636.21 11,050.00 1,501.61 10,774.94 12.15611,050.00Clearance Factor Pass - M Pt Moose PadMPU M-31 - MPU M-31 - MPU M-31 1,108.43 10,375.00 862.32 18,561.00 4.50410,375.00Clearance Factor Pass - MPU M-31 - MPU M-31 - MPU M-31 1,107.82 10,400.00 862.08 18,561.00 4.50810,400.00Ellipse Separation Pass - MPU M-31 - MPU M-31 - MPU M-31 1,107.73 10,414.63 862.27 18,561.00 4.51310,414.63Centre Distance Pass - MPU M-32 - MPU M-32 - MPU M-32 705.92 10,325.00 481.30 19,000.00 3.14310,325.00Clearance Factor Pass - MPU M-32 - MPU M-32 - MPU M-32 704.99 10,350.00 480.72 19,000.00 3.14310,350.00Ellipse Separation Pass - MPU M-32 - MPU M-32 - MPU M-32 704.86 10,363.77 480.90 19,000.00 3.14710,363.77Centre Distance Pass - MPU M-33 - MPU M-33 - MPU M-33 447.86 10,280.95 323.64 18,282.00 3.60510,280.95Ellipse Separation Pass - MPU M-33 - MPU M-33 - MPU M-33 450.02 10,325.00 324.91 18,282.00 3.59710,325.00Clearance Factor Pass - MPU M-62 - MPU M-62 - MPU M-62 448.23 10,076.50 345.19 19,120.72 4.35010,076.50Centre Distance Pass - MPU M-62 - MPU M-62 - MPU M-62 469.20 10,500.00 307.88 19,522.70 2.90910,500.00Ellipse Separation Pass - MPU M-62 - MPU M-62 - MPU M-62 567.45 11,000.00 336.07 20,020.65 2.45211,000.00Clearance Factor Pass - MPU M-63 - MPU M-63 - MPU M-63 642.60 9,313.69 536.19 17,563.88 6.0399,313.69Centre Distance Pass - MPU M-63 - MPU M-63 - MPU M-63 662.94 9,725.00 520.97 17,960.63 4.6709,725.00Ellipse Separation Pass - MPU M-63 - MPU M-63 - MPU M-63 889.71 10,775.00 666.19 18,964.70 3.98110,775.00Clearance Factor Pass - MPU M-64 - MPU M-64 - MPU M-64 923.75 8,770.98 802.63 16,674.41 7.6278,770.98Centre Distance Pass - MPU M-64 - MPU M-64 - MPU M-64 927.24 9,050.00 790.20 16,932.95 6.7669,050.00Ellipse Separation Pass - MPU M-64 - MPU M-64 - MPU M-64 1,150.75 10,200.00 955.82 17,931.45 5.90410,200.00Clearance Factor Pass - M Pt Raven PadMPU R-102 - MPU R-102 - MPU R-102 270.08 302.20 267.16 302.15 92.554302.20Centre Distance Pass - MPU R-102 - MPU R-102 - MPU R-102 270.27 350.00 267.06 347.78 84.065350.00Ellipse Separation Pass - MPU R-102 - MPU R-102 - MPU R-102 2,594.20 20,600.00 2,240.27 20,243.00 7.33020,600.00Clearance Factor Pass - MPU R-102 - MPU R-102PB1 - MPU R-102PB1 270.08 302.20 267.05 302.15 89.210302.20Centre Distance Pass - 02 June, 2025 - 14:28COMPASSPage 2 of 7
Milne PointHilcorp Alaska, LLCAnticollision Report for Plan: MPU R-108 - MPU R-108 wp05Comparison Well Name - Wellbore Name - Design@MeasuredDepth(usft)MinimumDistance(usft)EllipseSeparation(usft)@MeasuredDepthusftClearanceFactorScan Radius is Unlimited . Clearance Factor cutoff is Unlimited. Max Ellipse Separation is 1,000.00 usftSite NameScan Range: 0.00 to 24,197.44 usft. Measured Depth. Closest Approach 3D Proximity Scan on Current Survey Data (North Reference)Reference Design: M Pt Raven Pad - Plan: MPU R-108 - MPU R-108 - MPU R-108 wp05MeasuredDepth(usft)Summary Based on MinimumSeparation WarningMPU R-102 - MPU R-102PB1 - MPU R-102PB1 270.27 350.00 266.95 347.78 81.299350.00Ellipse Separation Pass - MPU R-102 - MPU R-102PB1 - MPU R-102PB1 1,015.99 4,875.00 915.69 4,485.00 10.1294,875.00Clearance Factor Pass - MPU R-103 - MPU R-103 - MPU R-103 240.11 46.95 238.39 46.75 139.26446.95Centre Distance Pass - MPU R-103 - MPU R-103 - MPU R-103 240.28 225.00 237.83 223.60 97.833225.00Ellipse Separation Pass - MPU R-103 - MPU R-103 - MPU R-103 2,202.24 21,375.00 1,830.26 21,180.00 5.92021,375.00Clearance Factor Pass - MPU R-103 - MPU R-103PB1 - MPU R-103PB1 240.11 46.95 238.39 46.75 139.26446.95Centre Distance Pass - MPU R-103 - MPU R-103PB1 - MPU R-103PB1 240.28 225.00 237.83 223.60 97.833225.00Ellipse Separation Pass - MPU R-103 - MPU R-103PB1 - MPU R-103PB1 2,182.92 12,075.00 1,955.46 11,848.00 9.59712,075.00Clearance Factor Pass - MPU R-104 - MPU R-104 - MPU R-104 87.05 343.23 84.06 343.35 29.138343.23Centre Distance Pass - MPU R-104 - MPU R-104 - MPU R-104 87.06 350.00 84.04 349.85 28.820350.00Ellipse Separation Pass - MPU R-104 - MPU R-104 - MPU R-104 1,776.64 21,525.00 1,396.32 21,368.82 4.67121,525.00Clearance Factor Pass - MPU R-104 - MPU R-104PB1 - MPU R-104PB1 87.05 343.23 84.06 343.35 29.138343.23Centre Distance Pass - MPU R-104 - MPU R-104PB1 - MPU R-104PB1 87.06 350.00 84.04 349.85 28.820350.00Ellipse Separation Pass - MPU R-104 - MPU R-104PB1 - MPU R-104PB1 1,820.72 12,175.00 1,532.90 12,082.00 6.32612,175.00Clearance Factor Pass - MPU R-105 - MPU R-105 - MPU R-105 29.26 318.52 26.43 318.79 10.334318.52Centre Distance Pass - MPU R-105 - MPU R-105 - MPU R-105 29.40 375.00 26.29 375.13 9.454375.00Ellipse Separation Pass - MPU R-105 - MPU R-105 - MPU R-105 1,243.02 23,375.00 812.25 23,301.00 2.88623,375.00Clearance Factor Pass - MPU R-105 - MPU R-105PB1 - MPU R-105PB1 29.26 318.52 26.43 318.79 10.334318.52Centre Distance Pass - MPU R-105 - MPU R-105PB1 - MPU R-105PB1 29.40 375.00 26.29 375.13 9.454375.00Ellipse Separation Pass - MPU R-105 - MPU R-105PB1 - MPU R-105PB1 1,235.81 20,525.00 829.88 20,438.00 3.04420,525.00Clearance Factor Pass - MPU R-106 - MPU R-106 - MPU R-106 210.20 221.22 207.79 221.58 87.175221.22Centre Distance Pass - MPU R-106 - MPU R-106 - MPU R-106 210.36 275.00 207.70 274.14 79.016275.00Ellipse Separation Pass - MPU R-106 - MPU R-106 - MPU R-106 781.89 23,750.00 379.71 23,500.00 1.94423,750.00Clearance Factor Pass - MPU R-142 - MPU R-142 - MPU R-142 60.20 46.95 58.63 46.80 38.39546.95Centre Distance Pass - MPU R-142 - MPU R-142 - MPU R-142 60.66 225.00 58.33 224.60 26.083225.00Ellipse Separation Pass - MPU R-142 - MPU R-142 - MPU R-142 1,974.08 10,150.00 1,783.82 13,336.68 10.37610,150.00Clearance Factor Pass - MPU R-143 - MPU R-143 - MPU R-143 149.89 46.95 148.32 33.46 95.59646.95Centre Distance Pass - MPU R-143 - MPU R-143 - MPU R-143 150.17 600.00 145.35 594.55 31.132600.00Ellipse Separation Pass - MPU R-143 - MPU R-143 - MPU R-143 2,510.64 10,600.00 2,319.38 13,046.83 13.12710,600.00Clearance Factor Pass - MPU R-144 - MPU R-144 - MPU R-144 176.79 559.92 172.19 552.84 38.397559.92Centre Distance Pass - 02 June, 2025 - 14:28COMPASSPage 3 of 7
Milne PointHilcorp Alaska, LLCAnticollision Report for Plan: MPU R-108 - MPU R-108 wp05Comparison Well Name - Wellbore Name - Design@MeasuredDepth(usft)MinimumDistance(usft)EllipseSeparation(usft)@MeasuredDepthusftClearanceFactorScan Radius is Unlimited . Clearance Factor cutoff is Unlimited. Max Ellipse Separation is 1,000.00 usftSite NameScan Range: 0.00 to 24,197.44 usft. Measured Depth. Closest Approach 3D Proximity Scan on Current Survey Data (North Reference)Reference Design: M Pt Raven Pad - Plan: MPU R-108 - MPU R-108 - MPU R-108 wp05MeasuredDepth(usft)Summary Based on MinimumSeparation WarningMPU R-144 - MPU R-144 - MPU R-144 177.12 625.00 172.05 620.62 34.934625.00Ellipse Separation Pass - MPU R-144 - MPU R-144 - MPU R-144 2,930.53 10,675.00 2,740.57 12,493.64 15.42710,675.00Clearance Factor Pass - Plan: MPU R-107 - MPU R-107 - MPU R-107 wp02 115.84 2,385.00 88.85 2,231.94 4.2922,385.00Centre Distance Pass - Plan: MPU R-107 - MPU R-107 - MPU R-107 wp02 116.90 2,450.00 88.06 2,293.35 4.0532,450.00Ellipse Separation Pass - Plan: MPU R-107 - MPU R-107 - MPU R-107 wp02570.3223,892.78165.2623,682.141.40823,892.78Clearance FactorPass - Plan: MPU R-110 - MPU R-110 - MPU R-110 wp02 76.24 2,373.45 59.22 2,240.30 4.4802,373.45Centre Distance Pass - Plan: MPU R-110 - MPU R-110 - MPU R-110 wp02 77.17 2,425.00 58.61 2,289.38 4.1572,425.00Ellipse Separation Pass - Plan: MPU R-110 - MPU R-110 - MPU R-110 wp02 742.02 22,825.00 363.20 22,811.45 1.95922,825.00Clearance Factor Pass - Plan: MPU R-111 - MPU R-111 - MPU R-111 wp02 60.38 1,816.15 47.93 1,753.32 4.8511,816.15Centre Distance Pass - Plan: MPU R-111 - MPU R-111 - MPU R-111 wp02 62.86 1,950.00 46.65 1,881.13 3.8781,950.00Ellipse Separation Pass - Plan: MPU R-111 - MPU R-111 - MPU R-111 wp02 89.53 2,300.00 59.00 2,218.92 2.9322,300.00Clearance Factor Pass - Plan: MPU R-112 - MPU R-112 - MPU R-112 wp02 56.44 510.50 51.93 511.89 12.526510.50Centre Distance Pass - Plan: MPU R-112 - MPU R-112 - MPU R-112 wp02 56.47 525.00 51.86 526.34 12.233525.00Ellipse Separation Pass - Plan: MPU R-112 - MPU R-112 - MPU R-112 wp02 1,612.63 23,475.00 1,225.42 23,655.63 4.16523,475.00Clearance Factor Pass - Plan: MPU R-113 - MPU R-113 - MPU R-113 wp02 85.12 565.34 80.19 568.65 17.255565.34Centre Distance Pass - Plan: MPU R-113 - MPU R-113 - MPU R-113 wp02 85.29 600.00 80.08 603.25 16.378600.00Ellipse Separation Pass - Plan: MPU R-113 - MPU R-113 - MPU R-113 wp02 2,027.37 23,725.00 1,636.01 23,955.86 5.18023,725.00Clearance Factor Pass - Plan: MPU R-114 - MPU R-114 - MPU R-114 wp02 114.56 580.58 109.50 585.44 22.655580.58Centre Distance Pass - Plan: MPU R-114 - MPU R-114 - MPU R-114 wp02 114.61 600.00 109.40 604.87 21.992600.00Ellipse Separation Pass - Plan: MPU R-114 - MPU R-114 - MPU R-114 wp02 2,410.48 24,050.00 2,012.96 24,338.26 6.06424,050.00Clearance Factor Pass - Plan: MPU R-115 - MPU R-115 - MPU R-115 wp02 207.11 593.53 201.97 602.54 40.283593.53Centre Distance Pass - Plan: MPU R-115 - MPU R-115 - MPU R-115 wp02 207.32 650.00 201.72 660.81 37.051650.00Ellipse Separation Pass - Plan: MPU R-115 - MPU R-115 - MPU R-115 wp02 2,840.28 24,197.44 2,439.33 24,847.79 7.08424,197.44Clearance Factor Pass - Plan: MPU R-118 - MPU R-118 - MPU R-118 wp02 235.85 571.68 230.85 575.52 47.193571.68Centre Distance Pass - Plan: MPU R-118 - MPU R-118 - MPU R-118 wp02 235.94 600.00 230.72 604.31 45.206600.00Ellipse Separation Pass - Plan: MPU R-118 - MPU R-118 - MPU R-118 wp02 4,073.18 24,197.44 3,674.43 25,275.55 10.21524,197.44Clearance Factor Pass - 02 June, 2025 - 14:28COMPASSPage 4 of 7
Milne PointHilcorp Alaska, LLCAnticollision Report for Plan: MPU R-108 - MPU R-108 wp05Survey tool programFrom(usft)To(usft)Survey/Plan Survey Tool46.95 4,130.00 MPU R-108 wp05 GYD_Quest GWD4,130.00 11,404.00 MPU R-108 wp05 GYD_Quest GWD11,404.00 24,197.44 MPU R-108 wp05 GYD_Quest GWDEllipse error terms are correlated across survey tool tie-on points.Separation is the actual distance between ellipsoids.Calculated ellipses incorporate surface errors.Clearance Factor = Distance Between Profiles / (Distance Between Profiles - Ellipse Separation).Distance Between centres is the straight line distance between wellbore centres.All station coordinates were calculated using the Minimum Curvature method.02 June, 2025 - 14:28COMPASSPage 5 of 7
0.001.002.003.004.00Separation Factor1250 2500 3750 5000 6250 7500 8750 10000 11250 12500 13750 15000 16250 17500 18750 20000 21250 22500 23750Measured Depth (2500 usft/in)MPU R-105MPU R-105PB1MPU R-11MPU R-MPU R-110 wp02MPU R-107 wp02MPU M-33MPU M-31MPU M-32MPU M-63No-Go Zone - Stop DrillingCollision Avoidance RequiredCollision Risk Procedures Req.WELL DETAILS:Plan: MPU R-108 NAD 1927 (NADCON CONUS)Alaska Zone 0416.70+N/-S +E/-W Northing Easting Latittude Longitude0.00 0.006033355.75540571.0870° 30' 7.4330 N149° 40' 5.3430 WREFERENCE INFORMATIONCo-ordinate (N/E) Reference:Well Plan: MPU R-108, True NorthVertical (TVD) Reference:MPU R-108 as built @ 63.65usftMeasured Depth Reference:MPU R-108 as built @ 63.65usftCalculation Method: Minimum CurvatureSURVEY PROGRAMDate: 2024-03-26T00:00:00 Validated: Yes Version: Depth From Depth To Survey/PlanTool46.95 4130.00 MPU R-108 wp05 (MPU R-108) GYD_Quest GWD4130.00 11404.00 MPU R-108 wp05 (MPU R-108) GYD_Quest GWD11404.00 24197.44 MPU R-108 wp05 (MPU R-108) GYD_Quest GWD0.0030.0060.0090.00120.00150.00180.00Centre to Centre Separation (60.00 usft/in)1250 2500 3750 5000 6250 7500 8750 10000 11250 12500 13750 15000 16250 17500 18750 20000 21250 22500 23750Measured Depth (2500 usft/in)MPU R-107 wp02NO GLOBAL FILTER: Using user defined selection & filtering criteria46.95 To 24197.44Project: Milne PointSite: M Pt Raven PadWell: Plan: MPU R-108Wellbore: MPU R-108Plan: MPU R-108 wp05CASING DETAILSTVD TVDSS MD Size Name2270.87 2207.22 4130.00 13-3/8 13 3/8" x 16"3984.50 3920.85 11404.00 9-5/8 9 5/8" x 12 1/4"4008.65 3945.00 24197.44 4-1/2 4 1/2" x 8 1/2"
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 nogreater
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.
MPU R-108
225-062
MILNE POINT SCHRADER BLUFF OIL
WELL PERMIT CHECKLISTCompanyHilcorp Alaska, LLCWell Name:MILNE PT UNIT R-108Initial Class/TypeDEV / PENDGeoArea890Unit11328On/Off ShoreOnProgramDEVWell bore segAnnular DisposalPTD#:2250620Field & Pool:MILNE POINT, SCHRADER BLFF OIL - 525140NA1 Permit fee attachedYes ADL025509, ADL388235, ADL355018, and ADL3906152 Lease number appropriateYes3 Unique well name and numberYes MILNE POINT, SCHRADER BLFF OIL - 525140 - governed by CO 477B4 Well located in a defined poolYes Crosses from MPU to Nikiatchuq, but no change in ownership.5 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) (ForNA15 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-56 grouted to 80'18 Conductor string providedYes 13-3/8" L-80 68#/ft19 Surface casing protects all known USDWsYes Fully cemented single stage w/ lead and tail20 CMT vol adequate to circulate on conductor & surf csgNo21 CMT vol adequate to tie-in long string to surf csgYes Cement volum to cover hydrocarbon and fresh water horizons22 CMT will cover all known productive horizonsYes23 Casing designs adequate for C, T, B & permafrostYes Parker 273 has adequate tankage and good trucking support24 Adequate tankage or reserve pitYes This is a grassroots well.25 If a re-drill, has a 10-403 for abandonment been approvedYes Halliburton collision scan identifies no close approaches.26 Adequate wellbore separation proposedYes 20" diverter27 If diverter required, does it meet regulationsYes All fluids overbalanced to expected pore pressure28 Drilling fluid program schematic & equip list adequateYes 1 annular, 3 ram, 1 flow cross.29 BOPEs, do they meet regulationYes 5000 psi stack 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 MPU R pad has no H2S history. Monitoring will be required.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 alarms.35 Permit can be issued w/o hydrogen sulfide measuresYes Anticipating normally pressured reservoir. MPD to mitigate any abnormal pressures.36 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]Appr DateApprMGRDate7/8/2025ApprADDDate7/8/2025AdministrationEngineeringGeologyGeologic Commissioner:Date:Engineering Commissioner:DatePublic CommissionerDateMPU Schrader Bluff Oil Pool was recently expanded to include area within the Nikiaitchuq Unit.*&:JLC 7/9/2025