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Home My WebLink About215-2101. Type of Request:Abandon Plug Perforations Fracture Stimulate Repair Well Operations shutdown Suspend Perforate Other Stimulate Pull Tubing Change Approved Program Plug for Redrill Perforate New Pool Re-enter Susp Well Alter Casing Other: Change Status to OBS 2. Operator Name:4. Current Well Class: 5. Permit to Drill Number: Exploratory Development 3. Address:Stratigraphic Service 6. API Number: 7. If perforating:8. Well Name and Number: What Regulation or Conservation Order governs well spacing in this pool? Yes No 9. Property Designation (Lease Number):10. Field: 11. Total Depth MD (ft):Total Depth TVD (ft): Effective Depth MD: Effective Depth TVD: Junk (MD): 4250'None Casing Collapse Structural Conductor Surface Intermediate Production Liner Packers and SSSV Type:Packers and SSSV MD (ft) and TVD (ft): 12. Attachments:Proposal Summary Wellbore schematic 13. Well Class after proposed work: Detailed Operations Program BOP Sketch Exploratory Stratigraphic Development Service 14. Estimated Date for 15. Well Status after proposed work: Commencing Operations:OIL WINJ WDSPL Suspended 16. Verbal Approval:Date: GAS WAG GSTOR SPLUG AOGCC Representative: GINJ Op Shutdown Abandoned Contact Name: Contact Email: Contact Phone: Authorized Title: Conditions of approval: Notify AOGCC so that a representative may witness Sundry Number: Plug Integrity BOP Test Mechanical Integrity Test Location Clearance Other Conditions of Approval: Post Initial Injection MIT Req'd? Yes No APPROVED BY Approved by: COMMISSIONER THE AOGCC Date: Comm. Comm. Sr Pet Eng Sr Pet Geo Sr Res Eng (907) 265-6181 Senior Drilling Engineer Tinmiaq 6 4250'4250'4250'3221' N/A Subsequent Form Required: Suspension Expiration Date: Will perfs require a spacing exception due to property boundaries? Current Pools: MPSP (psi):Plugs (MD): 17. I hereby certify that the foregoing is true and the procedure approved herein will not be deviated from without prior written approval. Authorized Name and Digital Signature with Date: Tubing Size: Kate.Dodson@conocophillips.com AOGCC USE ONLY Tubing Grade:Tubing MD (ft): 3327' MD and 3684' TVD 3684' MD and 3683' TVD N/A Kate Dodson STATE OF ALASKA ALASKA OIL AND GAS CONSERVATION COMMISSION APPLICATION FOR SUNDRY APPROVALS 20 AAC 25.280 AA081808 215-210 P.O. Box 100360, Anchorage, AK 99510 50-103-20731-00 Exploration ConocoPhillips Alaska, Inc. Length Size Proposed Pools: PRESENT WELL CONDITION SUMMARY TVD Burst 3692' MD 108' 2080' 108' 2080' 16" 9-5/8" 80' 2052' 3429-3435', 3457-3563', 3765- 3785' 4214' 3429-3435', 3457-3463', 3764- 3784' 7" Perforation Depth TVD (ft): 6/1/2025 3-1/2" Packer: Baker Premier Packer Packer: Baker "F" Type Packer SSSV: None Perforation Depth MD (ft): L-80 m n P 66 t N Observation Form 10-403 Revised 06/2023 Approved application valid for 12 months from date of approval.Submit PDF to aogcc.permitting@alaska.gov Digitally signed by Kate Dodson DN: OU=Wells, O=ConocoPhillips, CN=Kate Dodson, E= kate.dodson@conocophillips.com Reason: I have reviewed this document Location: Date: 2025.05.12 15:54:44-08'00' Foxit PDF Editor Version: 13.1.6 Kate Dodson 325-297 By Grace Christianson at 4:04 pm, May 12, 2025 VTL 6/4/2025 none SFD 5/27/2025 DSR-6/3/25*&: Jessie L. Chmielowski Digitally signed by Jessie L. Chmielowski Date: 2025.06.05 08:20:48 -08'00'06/05/25 RBDMS JSB 060525 P.O. BOX 100360 ANCHORAGE, ALASKA 99510-0360 May 12, 2025 Commissioner Jessie Chmielowski Alaska Oil and Gas Conservation Commission 333 West 7th Avenue, Suite 100 Anchorage, AK 99501 Re: Well Status Change Tinmiaq 06 (PTD 215-210) Dear Commissioner Chmielowski: Enclosed please find the updated 10-403 application to change the well status of Tinmiaq 06 (T06) (PTD 215-210) from suspended to observation. As requested, this application includes a monitoring plan. ConocoPhillips Alaska, Inc. (CPAI) plans to use T06 for reservoir pressure and temperature monitoring. It is instrumented with downhole gauges for continued pressure monitoring and data collection. This data will be used for future development activities to assist in reservoir characterization and to support interference testing and flood management for Bear Tooth Unit field development. The well was completed in 2016, with cemented liner and intermediate casing providing isolation of formation against fluid movement to surface or other formations. Please call me at 265-6181 if you have any questions. Sincerely, Kate Dodson Drilling Engineer ConocoPhillips Alaska, Inc. P.O. BOX 100360 ANCHORAGE, ALASKA 99510-0360 Tinmiaq observation well monitoring plan CPAI plans to use T06 for reservoir pressure and temperature monitoring. It is instrumented with downhole gauges for continued pressure monitoring and data collection. This data will be used for future development activities to assist in reservoir characterization and to support interference testing and flood management for Bear Tooth Unit field development. As the Willow field develops, the well will remain as a “remote” location, it will not be tied into permanent facilities or associated control systems. A helicopter or snowmachine will be used to access the well for data collection. CPAI intends to visit the well annually at a minimum in our off-pad well-surface location inspections and collect data as conditions allow. Data collected will be reported to AOGCC via from 10-412 no later than the last day of the quarter following the month in which the data was collected. Casing Strings Casing Description CONDUCTOR OD (in) 16 ID (in) 15.25 Top (ftKB) 27.5 Set Depth (ftKB) 107.5 Set Depth (TVD) … 107.5 Wt/Len (l… 62.50 Grade H-40 Top Thread Welded Casing Description SURFACE OD (in) 9 5/8 ID (in) 8.84 Top (ftKB) 27.7 Set Depth (ftKB) 2,079.8 Set Depth (TVD) … 2,079.7 Wt/Len (l… 40.00 Grade L80 Top Thread HYD 563 Casing Description PRODUCTION OD (in) 7 ID (in) 6.28 Top (ftKB) 26.3 Set Depth (ftKB) 4,240.0 Set Depth (TVD) … 4,239.4 Wt/Len (l… 26.00 Grade L-80 Top Thread HYD 563 Tubing Strings Tubing Description TUBING String Ma… 3 1/2 ID (in) 2.99 Top (ftKB) 22.9 Set Depth (ft… 3,692.2 Set Depth (TVD) (… 3,691.6 Wt (lb/ft) 9.30 Grade L-80 Top Connection EUE-M Completion Details Top (ftKB) Top (TVD) (ftKB) Top Incl (°) Item Des Com Nominal ID (in) 23.0 22.9 0.04 HANGER 4 1/2" Tubing Hanger 3.980 32.7 32.7 0.05 XO Reducing Cross-over, 4-1/2" IBTM x 3-1/2" EUE 3.000 517.6 517.6 0.38 NIPPLE 3-1/2" Camco "DS" Nipple w/ 2.875" No-Go Profile 2.875 3,221.1 3,220.5 0.06 NIPPLE HES 2.81" "X" Nipple, 3-1/2" EUE 8rd, Pin x Pin 2.813 3,270.6 3,270.0 0.08 GAUGE SLB Smart Gauge Mandrel w/ Well Watcher Gauge, 3½" 9.2# NUE Top Pin x Pin W/ xo couplings from NUE back to EUE 2.913 3,326.7 3,326.1 0.09 PACKER 3-1/2" x 7" Baker Premier Packer 2.880 3,386.9 3,386.3 0.09 SLIDING SLEEVE Baker 2.81" CMU Sliding Sleeve (CLOSED POSITION) 2.810 3,411.4 3,410.8 0.09 BLAST JOINT 1-20' 3½" EUE 8rd Box x Pin, Blast Joint [perforated @ 3429- 3435'.] 3.000 3,679.5 3,678.9 0.06 LOCATOR Locator 2.940 3,680.7 3,680.1 0.06 SEAL ASSY GBH-22 Molded Seal Assembly. 80-40 2.980 Tubing Description WL SET BAKER F PACKER String Ma… 4.17 ID (in) 2.99 Top (ftKB) 3,684.0 Set Depth (ft… 3,710.7 Set Depth (TVD) (… 3,710.1 Wt (lb/ft) 9.30 Grade L-80 Top Connection EUE Completion Details Top (ftKB) Top (TVD) (ftKB) Top Incl (°) Item Des Com Nominal ID (in) 3,684.0 3,683.4 0.06 PACKER Baker "F" Type Packer 4.400 3,687.3 3,686.7 0.06 SBE Seal Bore Extension 80-40 4.000 3,696.7 3,696.1 0.06 XO Reducing Cross over sub 2.980 3,707.6 3,706.9 0.06 NIPPLE HES 2.812" "XN" Nipple, 2.75" No-Go (Pre-Installed PXN), 3-1/2" EUE 8rd Mod 1.000 3,709.3 3,708.7 0.06 SHOE 3-1/2" Wireline Entry Guide 2.980 Other In Hole (Wireline retrievable plugs, valves, pumps, fish, etc.) Top (ftKB) Top (TVD) (ftKB) Top Incl (°) Des Com Run Date ID (in) 3,221.0 3,220.4 0.06 Plug PX PLUG w/ Tandem gauges IN X NIPPLE 3/23/2018 Perforations & Slots Top (ftKB) Btm (ftKB) Top (TVD) (ftKB) Btm (TVD) (ftKB) Linked Zone Date Shot Dens (shots/ft )Type Com 3,429.0 3,435.0 3,428.4 3,434.4 3/21/2016 6.0 IPERF 3 3/8" PowerJet Nova 3406, 60 deg phasing 3,457.0 3,463.0 3,456.4 3,462.4 3/20/2016 6.0 IPERF 3 3/8" PowerJet Nova 3406, 60 deg phasing 3,765.0 3,785.0 3,764.4 3,784.4 2/13/2018 6.0 APERF 2 1/2" HyperJet 2506, RDX Frac Summary Start Date 3/27/2016 Proppant Designed (lb) Proppant In Formation (lb) Stg # 1 Start Date 3/27/2016 Top Depth (ftKB) 3,457.0 Btm (ftKB) 3,463.0 Link to Fluid System Vol Clean (bbl) Vol Slurry (bbl) Start Date 3/27/2016 Proppant Designed (lb) Proppant In Formation (lb) Stg # 2 Start Date 3/27/2016 Top Depth (ftKB) 3,429.0 Btm (ftKB) 3,435.0 Link to Fluid System Vol Clean (bbl) Vol Slurry (bbl) Start Date 2/15/2018 Proppant Designed (lb) 51,200.0 Proppant In Formation (lb) 51,200.0 Stg # 1 Start Date Top Depth (ftKB) 3,765.0 Btm (ftKB) 3,785.0 Link to Fluid System Gelled Salt Water, 20 lb Borate Vol Clean (bbl) 893.00 Vol Slurry (bbl) 948.00 Mandrel Inserts St ati on N o/Top (ftKB) Top (TVD) (ftKB) Make Model OD (in) Serv Valve Type Latch Type Port Size (in) TRO Run (psi) Run Date Com 1 3,170.2 3,169.6 Camco KBMG 1 GAS LIFT DMY BK 0.000 0.0 3/22/2018 Notes: General & Safety End Date Annotation NOTE: Comment SSSV: NIPPLE TINMIAQ 6, 6/28/2018 2:45:16 PM Vertical schematic (actual) PRODUCTION; 26.3-4,240.0 APERF; 3,765.0-3,785.0 Hydraulic Fracture; 3,765.0 SHOE; 3,709.3 NIPPLE; 3,707.5 XO Reducing ; 3,696.7 SBE; 3,687.3 SEAL ASSY; 3,680.7 PACKER; 3,684.0 LOCATOR; 3,679.5 Hydraulic Fracture; 3,457.0 IPERF; 3,457.0-3,463.0 BLAST JOINT; 3,411.4 IPERF; 3,429.0-3,435.0 Hydraulic Fracture; 3,429.0 SLIDING SLEEVE; 3,386.9 XO Threads; 3,335.1 PACKER; 3,326.7 XO Threads; 3,317.2 GAUGE; 3,270.6 Plug; 3,221.0 NIPPLE; 3,221.1 GAS LIFT; 3,170.2 SURFACE; 27.7-2,079.8 NIPPLE; 517.6 CONDUCTOR; 27.5-107.5 XO Reducing ; 32.7 HANGER; 22.9 BPV; 22.9 Last Tag Annotation Last Tag: End Date Depth (ftKB) Last Mod By lehallf Last Rev Reason Annotation Rev Reason: COMPLETED PERF & FRAC JOBS End Date 3/14/2018 Last Mod By pproven NAK EXPLOR KB-Grd (ft) 27.50 Rig Release DateAnnotation Last WO: End Date TINMIAQ 6 H2S (ppm) Date... TD Act Btm (ftKB) 4,250.0 Well Attributes Field Name NORTH ALASKA EXPLORATION Wellbore API/UWI 501032073100 Wellbore Status EXPLOR Max Angle & MD Incl (°) 4.16 MD (ftKB) 2,212.06 1 Christianson, Grace K (OGC) From:Dodson, Kate <Kate.Dodson@conocophillips.com> Sent:Monday, May 12, 2025 1:18 PM To:AOGCC Permitting (CED sponsored) Cc:Conklin, Amy A; Hobbs, Greg S; Loepp, Victoria T (OGC); Roby, David S (OGC); Anderson, Nina M Subject:CPAI Submittal - 10-403 Tinmiaq 6 (PTD 215-210) Change Status Attachments:FW: [EXTERNAL]RE: Sundry for Tinmiaq 6 (PTD 215-210) ; CPAI Submittal 10-403 T6 Status Change Obs 2025.pdf Follow Up Flag:Follow up Flag Status:Flagged Good afternoon, ConocoPhillips Alaska, Inc. would like to rescind the 10-403 Sundry for Tinmiaq 6 change of well status submitted by Nina Anderson on October 31, 2024. Per the request indicated in the attached email, CPAI submits the attached 10-403 Sundry complete with monitoring plan to change the status of Tinmiaq 6 from suspended to observation. Thanks, Kate Dodson | Senior Drilling Engineer ConocoPhillips Alaska | Alaska Wells O: 907-265-6181 | M: 907-217-3655 | Kate.Dodson@conocophillips.com From: Anderson, Nina M <Nina.Anderson@conocophillips.com> Sent: Monday, May 12, 2025 12:32 PM To: Dodson, Kate <Kate.Dodson@conocophillips.com> Subject: FW: [EXTERNAL]RE: 10-403 Status Change Tinmiaq 6 From: AOGCC Permitting (CED sponsored) <aogcc.permitting@alaska.gov> Sent: Friday, November 1, 2024 8:45 AM To: Anderson, Nina M <Nina.Anderson@conocophillips.com> Cc: Hobbs, Greg S <Greg.S.Hobbs@conocophillips.com>; Conklin, Amy A <Amy.A.Conklin@conocophillips.com> Subject: [EXTERNAL]RE: 10-403 Status Change Tinmiaq 6 CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. This application has been received for processing. Thank you, 2 GGrace Christianson Executive Assistant, Alaska Oil & Gas Conservation Commission (907) 793-1230 CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, contains information from the Alaska Oil and Gas Conservation Commission (AOGCC), State of Alaska, and is for the sole use of the intended recipient(s). It may contain conﬁdential and/or privileged information. The unauthorized review, use, or disclosure of such information may violate state or federal law. If you are an unintended recipient of this e-mail, please delete it without ﬁrst saving or forwarding it, and so that the AOGCC is aware of the mistake in sending it to you, contact Grace Christianson at (907-793-1230) or (grace.christianson@alaska.gov). From: Anderson, Nina M <Nina.Anderson@conocophillips.com> Sent: Thursday, October 31, 2024 1:40 PM To: AOGCC Permitting (CED sponsored) <aogcc.permitting@alaska.gov> Cc: Hobbs, Greg S <Greg.S.Hobbs@conocophillips.com>; Conklin, Amy A <Amy.A.Conklin@conocophillips.com> Subject: 10-403 Status Change Tinmiaq 6 Attached is the 10-403 Sundry for change of well status to Tinmiaq 6. Please reach out if you have any questions. Thanks Nina Anderson Exploration Drilling & Planning Engineer ConocoPhillips Alaska nina.anderson@conocophillips.com ATO-1854 Cell: (907) 229-4008 OƯice: (907) 265-6403 CAUTION: This email originated from outside the State of Alaska mail system. Do not click links or open attachments unless you recognize the sender and know the content is safe. 1. Operations Abandon Plug Perforations Fracture Stimulate Pull Tubing Operations shutdown Performed: Suspend Perforate Other Stimulate Alter Casing Change Approved Program Plug for Redrill Perforate New Pool Repair Well Re-enter Susp Well Other: ______________________ Development Exploratory Stratigraphic Service 6. API Number: 7. Property Designation (Lease Number): 8. Well Name and Number: 9. Logs (List logs and submit electronic data per 20AAC25.071): 10. Field/Pool(s): 11. Present Well Condition Summary: Total Depth measured feet feet true vertical feet feet Effective Depth measured feet feet true vertical feet feet Perforation depth Measured depth feet True Vertical depth feet Tubing (size, grade, measured and true vertical depth) Packers and SSSV (type, measured and true vertical depth) 12. Stimulation or cement squeeze summary: Intervals treated (measured): Treatment descriptions including volumes used and final pressure: 13. Prior to well operation: Subsequent to operation: 15. Well Class after work: Daily Report of Well Operations Exploratory Development Service Stratigraphic Copies of Logs and Surveys Run 16. Well Status after work: Oil Gas WDSPL Electronic Fracture Stimulation Data GSTOR GINJ SUSP SPLUG Sundry Number or N/A if C.O. Exempt: Contact Name: Authorized Title: Contact Email: Contact Phone: 2. Operator Name: Senior Pet. Engineer: Senior Res. Engineer: CollapseBurstTVDLengthCasing Authorized Signature with date: Authorized Name: 5. Permit to Drill Number: 17. I hereby certify that the foregoing is true and correct to the best of my knowledge. Size 14. Attachments (required per 20 AAC 25.070, 25.071, & 25.283) Gas-Mcf measuredPlugs Junk measured STATE OF ALASKA ALASKA OIL AND GAS CONSERVATION COMMISSION REPORT OF SUNDRY WELL OPERATIONS 3. Address: 4. Well Class Before Work: Representative Daily Average Production or Injection Data Casing Pressure Tubing PressureOil-Bbl measured true vertical Packer WINJ WAG Water-Bbl MD 15. Well Class after work: Exploratory Development Service Stratigraphic 16. Well Status after work: Oil Gas W DSPL a GSTOR GINJ SUSP SPLUG 5.070, 25.071, & 25.283) J G Plug Perforations Fracture Stimulate Pull TubingOperations shutdown Perforate Other Stimulate Alter Casing Change Approved Program Perforate New Pool Repair Well Re-enter Susp Well Other: ______________________ Development Exploratory StratigraphicService 6. API Number: mber): 8. Well Name and Number: onic data per 20AAC25.071): 10. Field/Pool(s): ry: ured feet feet ticalfeet feet ured feet feet ticalfeet feet epth feet epth feet true vertical depth) d and true vertical depth) summary: lumes used and final pressure: tion: ion: CollapseBurstTVD 5. Permit to Drill Number: Size Gas-Mcf g Ju easu ed 4. W ell Class Before W ork: Representative Daily Average Production or Injection Data Casing Pressure Tubing PressureOil-Bbl ue e ca W ater-Bbl MD Form 10-404 Revised 3/2020 Submit Within 30 days of Operations ConocoPhillips Alaska, Inc PO Box 100360 Anchorage, AK 99510 215-210 50-103-20731-00-00 AA081808 Tinmiaq 6 n/a Exploratory 4250 4250 3221 3220 4250 4250 3327, 3684 3326, 3683 Conductor 80' 16" 107 107 Surface 2052' 10-3/4" 2080 2080 Production 4214' 7" 4240 4239 3429-3785 3428-3784 3-1/2" L-80 3692' MD 3692' TVD Baker Premier Packer 3327' MD 3326' TVD n/a n/a n/a n/a n/aStephanie Pilch Well Integrity & Compliance Specialist Stephanie Pilch/Sara Carlisle n2549@conocophillips.com (907) 659-7126 Suspended Well Inspect ✔ ✔ ✔✔ ✔ Digitally signed by Stephanie Pilch DN: C=US, O=CPAI, CN=Stephanie Pilch, E=stephanie.r.pilch@conocophillips.com Reason: I am the author of this document Location: your signing location here Date: 2020-07-04 15:53:16 Foxit PhantomPDF Version: 9.7.0 Stephanie Pilch By Samantha Carlisle at 7:53 am, Jul 06, 2020 SFD 7/6/20208/28/20 RBDMS HEW 7/7/2020 g g Suspended Well InspectSuspendedWellInspect DSR-7/6/2020 !"##$ !"#"$ %!&' & &! ! ( ) $* ' !+ &,!*%-& . (/0+.1 $2 3*. & " ' /&' "*,2 4 ' * ' 4 ". (/& ! !&"""& ""!( ' &)!! & '& '' * '& & 5,..5,., !!' " ') * 6+7 ) "78&" ,* '6+778 &" " ) & " ) " & &! * .' "!!9 2 2 2 & ,&! : 2 )! ! 2 ;! ++ 2 +"& ,'( ( ' ' &!! 0# 3/$#2 /* ! & + ! ," < & !&! !+ &,!* Digitally signed by Stephanie Pilch DN: C=US, O=CPAI, CN=Stephanie Pilch, E=stephanie.r.pilch@conocophillips.com Reason: I am the author of this document Location: your signing location here Date: 2020-07-04 15:52:53 Foxit PhantomPDF Version: 9.7.0 Stephanie Pilch NOTE: well has active downhole pressure gauge !"# $% "&$ &$' & ! ( ) * + , - .- !/' "+ -( + ( 0( %+( + ( '&$ &1$ & $ $+$+2 +2 & $ &$' 3$ # ( ($ 2 $ + 2$( ,% (+$ %2 4#(+(( +( ( $$ +( + $ $ ' $ &$$ + +2 $ $ $ " 2&( 2 &/ 5( (+(/ # ,( ( 3$ # ( ((24#$ +2(%2 6#(+(( +(( (,, 2 + 7 2 2$ , % % *8 ($,% % + !$% +$ + $% +# %$019% $$$ %$1*$+9% ((/ # $+%7 ,(( /*3$ "+ 2%( * + $# &( ( , 0%%# ( %, *+ 2" * " :644 " :444 !, ); !"$ )4 &( ( -! ;44<'26)=<' (/2 > 4;54 ! 3: ?@ ;5654A65 Digitally signed by Stephanie Pilch DN: C=US, O=CPAI, CN=Stephanie Pilch, E=stephanie.r.pilch@conocophillips.com Reason: I am the author of this documentLocation: your signing location hereDate: 2020-07-04 15:52:31Foxit PhantomPDF Version: 9.7.0 Stephanie Pilch Casing Strings Casing Description CONDUCTOR OD (in) 16 ID (in) 15.25 Top (ftKB) 27.5 Set Depth (ftKB) 107.5 Set Depth (TVD) … 107.5 Wt/Len (l… 62.50 Grade H-40 Top Thread Welded Casing Description SURFACE OD (in) 9 5/8 ID (in) 8.84 Top (ftKB) 27.7 Set Depth (ftKB) 2,079.8 Set Depth (TVD) … 2,079.7 Wt/Len (l… 40.00 Grade L80 Top Thread HYD 563 Casing Description PRODUCTION OD (in) 7 ID (in) 6.28 Top (ftKB) 26.3 Set Depth (ftKB) 4,240.0 Set Depth (TVD) … 4,239.4 Wt/Len (l… 26.00 Grade L-80 Top Thread HYD 563 Tubing Strings Tubing Description TUBING String Ma… 3 1/2 ID (in) 2.99 Top (ftKB) 22.9 Set Depth (ft… 3,692.2 Set Depth (TVD) (… 3,691.6 Wt (lb/ft) 9.30 Grade L-80 Top Connection EUE-M Completion Details Top (ftKB) Top (TVD) (ftKB) Top Incl (°) Item Des Com Nominal ID (in) 23.0 22.9 0.04 HANGER 4 1/2" Tubing Hanger 3.980 32.7 32.7 0.05 XO Reducing Cross-over, 4-1/2" IBTM x 3-1/2" EUE 3.000 517.6 517.6 0.38 NIPPLE 3-1/2" Camco "DS" Nipple w/ 2.875" No-Go Profile 2.875 3,221.1 3,220.5 0.06 NIPPLE HES 2.81" "X" Nipple, 3-1/2" EUE 8rd, Pin x Pin 2.813 3,270.6 3,270.0 0.08 GAUGE SLB Smart Gauge Mandrel w/ Well Watcher Gauge, 3½" 9.2# NUE Top Pin x Pin W/ xo couplings from NUE back to EUE 2.913 3,326.7 3,326.1 0.09 PACKER 3-1/2" x 7" Baker Premier Packer 2.880 3,386.9 3,386.3 0.09 SLIDING SLEEVE Baker 2.81" CMU Sliding Sleeve (CLOSED POSITION) 2.810 3,411.4 3,410.8 0.09 BLAST JOINT 1-20' 3½" EUE 8rd Box x Pin, Blast Joint [perforated @ 3429- 3435'.] 3.000 3,679.5 3,678.9 0.06 LOCATOR Locator 2.940 3,680.7 3,680.1 0.06 SEAL ASSY GBH-22 Molded Seal Assembly. 80-40 2.980 Tubing Description WL SET BAKER F PACKER String Ma… 4.17 ID (in) 2.99 Top (ftKB) 3,684.0 Set Depth (ft… 3,710.7 Set Depth (TVD) (… 3,710.1 Wt (lb/ft) 9.30 Grade L-80 Top Connection EUE Completion Details Top (ftKB) Top (TVD) (ftKB) Top Incl (°) Item Des Com Nominal ID (in) 3,684.0 3,683.4 0.06 PACKER Baker "F" Type Packer 4.400 3,687.3 3,686.7 0.06 SBE Seal Bore Extension 80-40 4.000 3,696.7 3,696.1 0.06 XO Reducing Cross over sub 2.980 3,707.6 3,706.9 0.06 NIPPLE HES 2.812" "XN" Nipple, 2.75" No-Go (Pre-Installed PXN), 3-1/2" EUE 8rd Mod 1.000 3,709.3 3,708.7 0.06 SHOE 3-1/2" Wireline Entry Guide 2.980 Other In Hole (Wireline retrievable plugs, valves, pumps, fish, etc.) Top (ftKB) Top (TVD) (ftKB) Top Incl (°) Des Com Run Date ID (in) 3,221.0 3,220.4 0.06 Plug PX PLUG w/ Tandem gauges IN X NIPPLE 3/23/2018 Perforations & Slots Top (ftKB) Btm (ftKB) Top (TVD) (ftKB) Btm (TVD) (ftKB) Linked Zone Date Shot Dens (shots/ft )Type Com 3,429.0 3,435.0 3,428.4 3,434.4 3/21/2016 6.0 IPERF 3 3/8" PowerJet Nova 3406, 60 deg phasing 3,457.0 3,463.0 3,456.4 3,462.4 3/20/2016 6.0 IPERF 3 3/8" PowerJet Nova 3406, 60 deg phasing 3,765.0 3,785.0 3,764.4 3,784.4 2/13/2018 6.0 APERF 2 1/2" HyperJet 2506, RDX Frac Summary Start Date 3/27/2016 Proppant Designed (lb) Proppant In Formation (lb) Stg # 1 Start Date 3/27/2016 Top Depth (ftKB) 3,457.0 Btm (ftKB) 3,463.0 Link to Fluid System Vol Clean (bbl) Vol Slurry (bbl) Start Date 3/27/2016 Proppant Designed (lb) Proppant In Formation (lb) Stg # 2 Start Date 3/27/2016 Top Depth (ftKB) 3,429.0 Btm (ftKB) 3,435.0 Link to Fluid System Vol Clean (bbl) Vol Slurry (bbl) Start Date 2/15/2018 Proppant Designed (lb) 51,200.0 Proppant In Formation (lb) 51,200.0 Stg # 1 Start Date Top Depth (ftKB) 3,765.0 Btm (ftKB) 3,785.0 Link to Fluid System Gelled Salt Water, 20 lb Borate Vol Clean (bbl) 893.00 Vol Slurry (bbl) 948.00 Mandrel Inserts St ati on N o/Top (ftKB) Top (TVD) (ftKB) Make Model OD (in) Serv Valve Type Latch Type Port Size (in) TRO Run (psi) Run Date Com 1 3,170.2 3,169.6 Camco KBMG 1 GAS LIFT DMY BK 0.000 0.0 3/22/2018 Notes: General & Safety End Date Annotation NOTE: Comment SSSV: NIPPLE TINMIAQ 6, 6/28/2018 2:45:16 PM Vertical schematic (actual) PRODUCTION; 26.3-4,240.0 APERF; 3,765.0-3,785.0 Hydraulic Fracture; 3,765.0 SHOE; 3,709.3 NIPPLE; 3,707.5 XO Reducing ; 3,696.7 SBE; 3,687.3 SEAL ASSY; 3,680.7 PACKER; 3,684.0 LOCATOR; 3,679.5 Hydraulic Fracture; 3,457.0 IPERF; 3,457.0-3,463.0 BLAST JOINT; 3,411.4 IPERF; 3,429.0-3,435.0 Hydraulic Fracture; 3,429.0 SLIDING SLEEVE; 3,386.9 XO Threads; 3,335.1 PACKER; 3,326.7 XO Threads; 3,317.2 GAUGE; 3,270.6 Plug; 3,221.0 NIPPLE; 3,221.1 GAS LIFT; 3,170.2 SURFACE; 27.7-2,079.8 NIPPLE; 517.6 CONDUCTOR; 27.5-107.5 XO Reducing ; 32.7 HANGER; 22.9 BPV; 22.9 Last Tag Annotation Last Tag: End Date Depth (ftKB) Last Mod By lehallf Last Rev Reason Annotation Rev Reason: COMPLETED PERF & FRAC JOBS End Date 3/14/2018 Last Mod By pproven NAK EXPLOR KB-Grd (ft) 27.50 Rig Release DateAnnotation Last WO: End Date TINMIAQ 6 H2S (ppm) Date... TD Act Btm (ftKB) 4,250.0 Well Attributes Field Name NORTH ALASKA EXPLORATION Wellbore API/UWI 501032073100 Wellbore Status EXPLOR Max Angle & MD Incl (°) 4.16 MD (ftKB) 2,212.06 Tinmiaq 6 is located in ASPC Zone 5. SFD 7/6/2020 Sales Order# Prepared By: Samuel Henning Juan Munoz Nanook Crew 903211097 Interval 1 Exploration Tinmiaq #6 ConocoPhillips Alaska, Inc Harrison Bay County, AK Post Job Report Stimulation Treatment API: 50-103-20731 Prepared for: Chris Kennedy March 27, 2016 Exploration Formation 20# Borate Table of Contents Section Page(s) 3,004 gallons of 20# Linear 18,750 gallons of 20# Borate 46,000 pounds of CarboLite 16/20 3,417 gallons of 20# Linear 21,026 gallons of 20# Borate 0 pounds of CarboLite 16/20 Thank you, -- -- Samuel Henning - Technical Professional - Halliburton Energy Services Halliburton maintains a continuous quality improvement process and appreciates any comments or suggestions that you may have. Halliburton again thanks you for the opportunity to perform service work on this well. We hope to be your solutions provider for future projects. On March 27, 2016 a stimulation treatment was performed in the Exploration formation on the Tinmiaq #6 well in Harrison Bay County, AK. The Tinmiaq #6 was a 1 stage Vertical Perforations Design. The proposed treatment consisted of: The actual treatment fully completed 1 of 1 stages. 0 stages were skipped, and 0 stages screened out or were otherwise cut short of design. The actual treatment consisted of: A more detailed description of the actual treatment can be found in the attached reports. The following comments were provided to summarize events and changes to the proposed treatment: Halliburton is strongly committed to quality control on location. Before and after each job all chemicals, proppants, and fluid volumes are measured to assure the highest level of quality control. Tank fluid analysis, crosslink time, and break tests are performed before each job in order to optimize the performance of the treatment fluids. Pumped to completion. Interval 1Exploration@ 3429 - 3463 ft 107 °F 3/27/2016 10:36:00 AM 11:34:00 AM 422 psi 30.2 bpm 2396 psi 2396 psi 29.8 bpm 1987 psi 2208 psi 1614 hhp 14 cP 89.4 F 9.05 802 psi 0.679 psi/ft 548 psi 0.605 psi/ft 48,000 lbs 48,000 lbs 48,000 lbs 3,417 gal 81 bbls 21,026 gal 501 bbls 2,100 gal 50 bbls 931 gal 22 bbls 4,026 gal 96 bbls 12,981 gal 309 bbls 2,486 gal 59 bbls 2,100 gal 50 bbls 4,019 gal 96 bbls 26,543 gal 632 bbls 26,543 gal 632 bbls Completed Comments: Engineer: Treater: Supervisor: Customer Rep: Interval Status: Jon Vangel Juan Munoz Chris Kennedy Pumped to completion. *Values for proppant are taken from software calculations based on multiple variables. Proppant is billed off of weight ticket volumes and may vary slightly from this number. Sam Henning Average Missile HHP: Average pH: ISIP: Initial Fracture Gradient: Average Rate: Average Pressure: Average Visc: Average Temp: Open Well: Max Rate: Max Pressure: Max Pressure (SLF): Interval Summary Tinmiaq #6 - Exploration - Interval 1 Interval Summary Date: Start Time: End Time: Average Missile Pressure Flood Surface Lines Volume: FET Volume: Proppant in Formation: Fluid Summary (by fluid description) Fluid Summary (by stage description) 20# Linear Volume: 20# Borate Volume: Freeze Protect Volume: Treatment Volume: Load Well Volume: Total Fluid Volume: Pad Volume: Proppant Laden Fluid Volume: Flush Volume: ISDP: Final Fracture Gradient: CarboLite 16/20 Pumped: Proppant Summary Total Proppant Pumped* : 10:36 AM 11:34 AM 1614.00 1.57 <-Paste Interval 1 Plots HereTreatment Plot - Mini Frac3/27/201610:3810:4010:4210:4410:4610:4810:503/27/201610:52Time010002000300040005000A0102030405060708090100B02468101214161820CTreating Pressure (psi)Slurry Rate (bpm)Slurry Proppant Conc (lb/gal)BH Proppant Conc (lb/gal)Treating Pressure @Pump (psi)ABCCA65432 <-Paste Interval 1 Plots HereTreatment Plot - Zone 13/27/201610:5210:5410:5610:5811:0011:0211:0411:063/27/201611:08Time010002000300040005000A0102030405060708090100B02468101214161820CTreating Pressure (psi)Slurry Rate (bpm)Slurry Proppant Conc (lb/gal)BH Proppant Conc (lb/gal)Treating Pressure @Pump (psi)ABCCA11109876 <-Paste Interval 1 Plots HereADP Chemical Plot - Zone 13/27/201610:4010:4510:5010:5511:003/27/201611:05Time0102030405060708090100A01002003004005006007008009001000B012345678910CWG-36 Conc (lb/Mgal)B2 WG-36 Conc -DA1 (lb/Mgal)LOSURF-300D Conc (gal/Mgal)B2 LA 1 Concentration (gal/Mgal)AACB111098765432Customer: CONOCO PHILLIPS NORTH SLOPE EBUSJob Date: 27-Mar-2016Sales Order #: 903211097Well Description: Tinmiaq Tinmiaq #6UWI: 50-103-20731 <-Paste Interval 1 Plots HereBlender Chemical Plot - Zone 13/27/201610:4010:4510:5010:5511:003/27/201611:05Time012345A012345678910BCL-31 Conc (gal/Mgal)Cat-3 Activator Conc (gal/Mgal)SP Breaker Conc (lb/Mgal)AAB111098765432Customer: CONOCO PHILLIPS NORTH SLOPE EBUSJob Date: 27-Mar-2016Sales Order #: 903211097Well Description: Tinmiaq Tinmiaq #6UWI: 50-103-20731 <-Paste Interval 1 Plots HereNet Pressure Plot - Zone 123456789234110Time (min)2345678923456789100100010000A02468101214161820BNet Calc'd BH Pres (psi)BH Proppant Conc (lb/gal)Slope of Net Pressure (psi/min)ABC Closure Pressure = 1000 psi 0 Time = 03/27/16 10:45:00 1Time-128.65NetPr0.000BPC0.000Slope0.000Customer: CONOCO PHILLIPS NORTH SLOPE EBUSJob Date: 27-Mar-2016Sales Order #: 903211097Well Description: Tinmiaq Tinmiaq #6UWI: 50-103-20731 Sales Order# Stimulation Treatment Appendix 903211097 API: 50-103-20731 Prepared for: Chris Kennedy March 27, 2016 Harrison Bay County, AK ConocoPhillips Alaska, Inc Tinmiaq #6 Interval 1 Exploration Exploration Formation TOP (ft)BOTTOM (ft)SHOTSTOP (ft)BOTTOM (ft)SHOTS3,429 3,463 -Interval 1Exploration@ 3429 - 3463 ft 107.3825 °F Customer: Well: Date: Formation: VOLUME VOLUME TEMP VOLUME VOLUME TANK # TANK TYPE Water type FEET INCHES (GAL.) (BBLS.)DEG F FEET INCHES (GAL.) (BBLS.) 1 500 F-BTM 114.5 445 250 2 500 F-BTM 117.5 455 24 TOTAL:900 TOTAL:274 Water summary Starting (bbl)900 626Used (bbl) BEGINNING STRAP ENDING STRAP HYDRATION TANK ConocoPhillips Alaska, Inc. Tinmiaq #6 3/27/2016 Alpine A Sands Company:Well Name/No.:Water Type:Units Tank 1 Tank 2 Tank 3 Tank 4 Tank 5 Tank 6 Tank 7 Tank 8Specific Gravity ~ 1.025 1.0255pH ~ 7.32 7.46Iron (Fe) mg/L 3 3Chloride (Cl) mg/L 21730 19615Sulfate (SO4) mg/L >1600 >1600Hardness mg/L 425 425Temperature F 85 87Linear Viscosity cp 14 13Crosslink pH ~ 9.14 9.1Crosslink Test (Y/N) Y YNOTICE: This report is limited to the described sample tested. Any user of this report agrees that Halliburton shall not be liable for any loss or damage, whether due to act or omission, resulting from such report or its use. ALASKA DISTRICT FIELD LABORATORY WATER ANALYSIS REPORTConocoPhillips Alaska, Inc. Project No.: Zone 1T6Date Tested:Sea WaterThis report is the property of Halliburton services and neither it nor any part there of nor copy thereof may be published or disclosed without first securing the express written approval of laboratory management. It may however, be used in the course of regular business operations by any person or concern and employees thereof receiving such report from Halliburton Services. Linear Interval Stage Visc pH Temp °F 1 Load well 9.2 84.6 Pad 14 1# 14 9.03 93 14 8.86 90 4# 13 90 7# 14 9.12 Customer:ConocoPhillips Alaska, Inc. Wellname & #:T6 Date:March 27, 2016 Pressure Data Evaluation Report PressureXpress Tool (XPT) XPT Company ConocoPhillips Alaska Inc. Well Tinmiaq-6 Section: 8.5” Field NPRA ASP4 Rig Doyon 141 Location Alaska State Plane, Zone 04, US Feet Acquisition by D.Kasner/ J. Ross Report by Arjit Gidwani Domain Reservoir Engineering Logging Date 14-Mar-2016 Report Date 07-Apr-2016 Reviewed By Matthew Roorda Run Number R1D1 DISCLAIMER ANY INTERPRETATION, RESEARCH, ANALYSIS, DATA, RESULTS, ESTIMATES, OR RECOMMENDATION FURNISHED WITH THE SERVICES OR OTHERWISE COMMUNICATED BY SCHLUMBERGER TO CUSTOMER AT ANY TIME IN CONNECTION WITH THE SERVICES ARE OPINIONS BASED ON INFERENCES FROM MEASUREMENTS, EMPIRICAL RELATIONSHIPS AND/OR ASSUMPTIONS, WHICH INFERENCES, EMPIRICAL RELATIONSHIPS AND/OR ASSUMPTIONS ARE NOT INFALLIBLE, AND WITH RESPECT TO WHICH PROFESSIONALS IN THE INDUSTRY MAY DIFFER. ACCORDINGLY, SCHLUMBERGER CANNOT AND DOES NOT WARRANT THE ACCURACY, CORRECTNESS OR COMPLETENESS OF ANY SUCH INTERPRETATION, RESEARCH, ANALYSIS, DATA, RESULTS, ESTIMATES OR RECOMMENDATION. CUSTOMER ACKNOWLEDGES THAT IT IS ACCEPTING THE SERVICES "AS IS", THAT SCHLUMBERGER MAKES NO REPRESENTATION OR WARRANTY, EXPRESS OR IMPLIED, OF ANY KIND OR DESCRIPTION IN RESPECT THERETO. SPECIFICALLY, CUSTOMER ACKNOWLEDGES THAT SCHLUMBERGER DOES NOT WARRANT THAT ANY INTERPRETATION, RESEARCH, ANALYSIS, DATA, RESULTS, ESTIMATES, OR RECOMMENDATION IS FIT FOR A PARTICULAR PURPOSE, INCLUDING BUT NOT LIMITED TO COMPLIANCE WITH ANY GOVERNMENT REQUEST OR REGULATORY REQUIREMENT. CUSTOMER FURTHER ACKNOWLEDGES THAT SUCH SERVICES ARE DELIVERED WITH THE EXPLICIT UNDERSTANDING AND AGREEMENT THAT ANY ACTION TAKEN BASED ON THE SERVICES RECEIVED SHALL BE AT ITS OWN RISK AND RESPONSIBILITY AND NO CLAIM SHALL BE MADE AGAINST SCHLUMBERGER AS A CONSEQUENCE THEREOF. Tinmiaq-6 3 1 EXECUTIVE SUMMARY ...................................................................................................................................................... 6 2 INTERPRETATION SUMMARY ............................................................................................................................................ 9 2.1 COMMENTS ............................................................................................................................................................................... 9 2.2 GENERAL COMMENTS .................................................................................................................................................................. 9 2.3 INTERPRETATION BY ZONE ............................................................................................................................................................. 9 2.3.1 K3 Layer (2090 ft MD to 2906 ft MD) ............................................................................................................................... 9 2.3.2 Sequence 97 and Sequence 93 layer (2906 - 3189 ft MD and 3189-3373 ft MD) ............................................................ 9 2.3.3 Top Falcon Layer (3373 ft MD to 3520 ft MD) ................................................................................................................. 9 2.3.4 Top Willow Sand Layer (3373 ft MD to 3520 ft MD) ........................................................................................................ 9 2.4 CONTACT DETAILS ..................................................................................................................................................................... 10 2.5 FORMATION MODEL TABLE ......................................................................................................................................................... 10 3 GRADIENT TABLE ............................................................................................................................................................. 12 4 DEPTH VIEWS .................................................................................................................................................................. 14 4.1 DEPTH OVERVIEW ..................................................................................................................................................................... 14 4.2 DEPTH VIEW – K3 LAYER ............................................................................................................................................................ 15 4.3 SEQUENCE 97 AND SEQUENCE 93 DEPTH VIEW .............................................................................................................................. 16 4.4 TOP FALCON DEPTH VIEW .......................................................................................................................................................... 17 4.5 TOP WILLOW SAND DEPTH VIEW ................................................................................................................................................. 18 5 PRESSURE SUMMARY ...................................................................................................................................................... 20 5.1 PRETEST SUMMARY TABLE .......................................................................................................................................................... 20 5.2 PRETEST FORMATION PRESSURE QUALITY GRADING DESCRIPTION ...................................................................................................... 20 5.3 TEST POINT TABLE ..................................................................................................................................................................... 21 6 PRESSURE STATIONS ....................................................................................................................................................... 26 6.1 CONPR_R04_STA001_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3817.49 FT MD .......................................................................... 26 6.1.1 Pressure vs. Time Plot .................................................................................................................................................... 26 6.1.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 27 6.2 CONPR_R04_STA002_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3808.91 FT MD .......................................................................... 28 6.2.1 Pressure vs. Time Plot .................................................................................................................................................... 28 6.2.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 29 6.3 CONCU_R04_STA003_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3798.24 FT MD ......................................................................... 30 6.3.1 Pressure vs. Time Plot .................................................................................................................................................... 30 6.3.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 31 6.4 CONCU_R04_STA004_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1) 3789.3 FT MD ..................................................................... 32 6.4.1 Pressure vs. Time Plot .................................................................................................................................................... 32 6.4.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 33 6.5 CONCU_R04_STA005_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1) 3788.32 FT MD ................................................................... 34 6.5.1 Pressure vs. Time Plot .................................................................................................................................................... 34 6.5.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 35 6.6 CONCU_R04_STA006_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3784.89 FT MD ......................................................................... 36 6.6.1 Pressure vs. Time Plot .................................................................................................................................................... 36 6.6.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 37 6.7 CONCU_R04_STA007_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3781.64 FT MD ......................................................................... 38 6.7.1 Pressure vs. Time Plot .................................................................................................................................................... 38 6.7.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 39 6.8 CONCU_R04_STA008_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3775.42 FT MD ......................................................................... 40 6.8.1 Pressure vs. Time Plot .................................................................................................................................................... 40 6.8.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 41 6.9 CONCU_R04_STA009_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3774.46 FT MD ......................................................................... 42 6.9.1 Pressure vs. Time Plot .................................................................................................................................................... 42 6.9.2 FRID, Spherical and Radial Specialized Plots .................................................................................................................. 43 6.10 CONCU_R04_STA010_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3770.78 FT MD ...................................................................... 44 6.10.1 Pressure vs. Time Plot ................................................................................................................................................. 44 6.10.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 45 6.11 CONCU_R04_STA011_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3756.65 FT MD ...................................................................... 46 6.11.1 Pressure vs. Time Plot ................................................................................................................................................. 46 6.11.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 47 6.12 CONCU_R04_STA012_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1) 3747.91 FT MD ................................................................ 48 Tinmiaq-6 4 6.12.1 Pressure vs. Time Plot ................................................................................................................................................. 48 6.12.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 49 6.13 CONCU_R04_STA013_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3480.08 FT MD ...................................................................... 50 6.13.1 Pressure vs. Time Plot ................................................................................................................................................. 50 6.13.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 51 6.14 CONCU_R04_STA015_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3480.58 FT MD ...................................................................... 52 6.14.1 Pressure vs. Time Plot ................................................................................................................................................. 52 6.14.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 53 6.15 CONCU_R04_STA016_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3454.09 FT MD ...................................................................... 54 6.15.1 Pressure vs. Time Plot ................................................................................................................................................. 54 6.15.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 55 6.16 CONCU_R04_STA017_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3451.34 FT MD ...................................................................... 56 6.16.1 Pressure vs. Time Plot ................................................................................................................................................. 56 6.16.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 57 6.17 CONCU_R04_STA018_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3452.45 FT MD ...................................................................... 58 6.17.1 Pressure vs. Time Plot ................................................................................................................................................. 58 6.17.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 59 6.18 CONCU_R04_STA019_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3446.78 FT MD ...................................................................... 60 6.18.1 Pressure vs. Time Plot ................................................................................................................................................. 60 6.18.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 61 6.19 CONCU_R04_STA020_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3446.07 FT MD ...................................................................... 62 6.19.1 Pressure vs. Time Plot ................................................................................................................................................. 62 6.19.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 63 6.20 CONCU_R04_STA021_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3435.51 FT MD ...................................................................... 64 6.20.1 Pressure vs. Time Plot ................................................................................................................................................. 64 6.20.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 65 6.21 CONCU_R04_STA022_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3434.52 FT MD ...................................................................... 66 6.21.1 Pressure vs. Time Plot ................................................................................................................................................. 66 6.21.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 67 6.22 CONCU_R04_STA023_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3432.05 FT MD ...................................................................... 68 6.22.1 Pressure vs. Time Plot ................................................................................................................................................. 68 6.22.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 69 6.23 CONCU_R04_STA025_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3429.98 FT MD ...................................................................... 70 6.23.1 Pressure vs. Time Plot ................................................................................................................................................. 70 6.23.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 71 6.24 CONCU_R04_STA026_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3422.45 FT MD ...................................................................... 72 6.24.1 Pressure vs. Time Plot ................................................................................................................................................. 72 6.24.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 73 6.25 CONCU_R04_STA027_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3421.98 FT MD ...................................................................... 74 6.25.1 Pressure vs. Time Plot ................................................................................................................................................. 74 6.25.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 75 6.26 CONCU_R04_STA028_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3460.36 FT MD ...................................................................... 76 6.26.1 Pressure vs. Time Plot ................................................................................................................................................. 76 6.26.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 77 6.27 CONCU_R04_STA029_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3403.48 FT MD ...................................................................... 78 6.27.1 Pressure vs. Time Plot ................................................................................................................................................. 78 6.27.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 79 6.28 CONCU_R04_STA030_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3377.98 FT MD ...................................................................... 80 6.28.1 Pressure vs. Time Plot ................................................................................................................................................. 80 6.28.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 81 6.29 CONCU_R04_STA031_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3377.48 FT MD ...................................................................... 82 6.29.1 Pressure vs. Time Plot ................................................................................................................................................. 82 6.29.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 83 6.30 CONCU_R04_STA032_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3249.21 FT MD ...................................................................... 84 6.30.1 Pressure vs. Time Plot ................................................................................................................................................. 84 6.30.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 85 6.31 CONCU_R04_STA033_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3200.32 FT MD ...................................................................... 86 6.31.1 Pressure vs. Time Plot ................................................................................................................................................. 86 6.31.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 87 6.32 CONCU_R04_STA034_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3119.55 FT MD ...................................................................... 88 6.32.1 Pressure vs. Time Plot ................................................................................................................................................. 88 6.32.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 89 Tinmiaq-6 5 6.33 CONCU_R04_STA035_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3084.54 FT MD ...................................................................... 90 6.33.1 Pressure vs. Time Plot ................................................................................................................................................. 90 6.33.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 91 6.34 CONCU_R04_STA036_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2499.98 FT MD ...................................................................... 92 6.34.1 Pressure vs. Time Plot ................................................................................................................................................. 92 6.34.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 93 6.35 CONCU_R04_STA037_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2487.14 FT MD ...................................................................... 94 6.35.1 Pressure vs. Time Plot ................................................................................................................................................. 94 6.35.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 95 6.36 CONCU_R04_STA038_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2477.78 FT MD ...................................................................... 96 6.36.1 Pressure vs. Time Plot ................................................................................................................................................. 96 6.36.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 97 6.37 CONCU_R04_STA039_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2477.78 FT MD ...................................................................... 98 6.37.1 Pressure vs. Time Plot ................................................................................................................................................. 98 6.37.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................... 99 6.38 CONCU_R04_STA040_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2473.72 FT MD .................................................................... 100 6.38.1 Pressure vs. Time Plot ............................................................................................................................................... 100 6.38.2 FRID, Spherical and Radial Specialized Plots ............................................................................................................. 101 7 WELL AND JOB DATA ..................................................................................................................................................... 103 7.1 WELL HEADER ........................................................................................................................................................................ 103 7.2 TOOL STRING ......................................................................................................................................................................... 104 7.3 WELL SKETCH ......................................................................................................................................................................... 105 7.4 WELL HEADER TABLE ............................................................................................................................................................... 106 7.5 WELL SURVEY TABLE ............................................................................................................................................................... 108 8 LITERATURE ................................................................................................................................................................... 111 8.1 DATA PROCESSING AND INTERPRETATION .................................................................................................................................... 111 8.1.1 Interpretation Methodology and Workflow ................................................................................................................ 111 8.2 MOBILITY .............................................................................................................................................................................. 112 8.2.1 Drawdown Mobility from a Pretest ............................................................................................................................. 113 8.2.2 Supercharging .............................................................................................................................................................. 113 8.3 DERIVATIVE INTERPRETATION .................................................................................................................................................... 115 8.3.1 Derivative Sensitivity .................................................................................................................................................... 117 8.4 GRADIENT ERROR INTERPRETATION ............................................................................................................................................ 118 8.4.1 R2 value ........................................................................................................................................................................ 118 8.4.2 Goodness of fit test (Chi2 test). .................................................................................................................................... 118 8.4.3 Regression Error ........................................................................................................................................................... 119 8.4.4 Theoretical Error .......................................................................................................................................................... 119 8.4.5 Error Analysis ............................................................................................................................................................... 120 8.4.6 Excess Pressure ............................................................................................................................................................ 120 LIST OF TABLES TABLE 1 XPT RUN: PRETEST EXECUTIVE SUMMARY ........................................................................................................................................ 6 TABLE 2 FORMATION MODEL TABLE .......................................................................................................................................................... 10 TABLE 3 GRADIENT SUMMARY ................................................................................................................................................................. 12 TABLE 4: PRETEST SUMMARY TABLE .......................................................................................................................................................... 20 TABLE 5: TEST POINT TABLE .................................................................................................................................................................... 21 TABLE 6 SURVEY TABLE ......................................................................................................................................................................... 109 LIST OF FIGURES FIGURE 1 8.5IN SECTION FULL INTERVAL DEPTH VIEW .................................................................................................................................... 7 FIGURE 2: DEPTH OVERVIEW ................................................................................................................................................................... 14 FIGURE 3: DEPTH VIEW – K3 LAYER .......................................................................................................................................................... 15 FIGURE 4: SEQUENCE 97 AND SEQUENCE 93 DEPTH VIEW ............................................................................................................................ 16 FIGURE 5 TOP FALCON DEPTH VIEW .......................................................................................................................................................... 17 FIGURE 6: TOP WILLOW SAND DEPTH VIEW ............................................................................................................................................... 18 FIGURE 7 TOOL STRING ......................................................................................................................................................................... 104 FIGURE 8 SURVEY TOP VIEW .................................................................................................................................................................. 108 FIGURE 9 SURVEY SIDE VIEW ................................................................................................................................................................. 108 Tinmiaq-6 6 1 Executive Summary XPT pretests were acquired in the 8.5in section of the well Tinmiaq -6 on the 14th of March 2016 (Run R1D1). All data acquisition was performed in a single descent with the XPT combined with ZAIT-PEX-CMR. The objective of running the XPT tool was to acquire formation pressure measurements for multi-well pressure correlation in this field (in this case pressures were compared with Tinmiaq-2) and as well as for performing pressure gradient analysis in order to help define fluid contacts for this section of well Tinmiaq-6. Generally, in relatively low mobility environments, XPT provides a faster and more efficient means of recording reliable pressures (formations mobilities as low as 0.1 mD/cp). Reduced flowline storage permits the interpretation of very small volume pretests and small volume pretests require shorter stabilization time. XPT also has the added advantage of being combinable with a variety of tools thus saving rig time. A total of 38 pretests were acquired during the XPT program with a 100% seal success rate. All pretests were done using the volumetric drawdown pretest type. Approximately 61% of the tests gave stabilized pressures (includes high, medium and low confidence pressures) while the remaining were classified as either supercharged or dry/tight pretests. The overall data quality was good with the Quartz and strain gauge data showing comparable responses at all stations . Quartz gauge was used in the analysis due to its superior gauge resolution (0.01 psi) when compared to the strain gauge (0.1 psi). Table 1 below presents a summary of the acquired pressure stations based on pretest status. The mobility ranged between 0.31 mD/cP and 144.41 mD/cP and the formation pressure ranged from 991.58 psi to 1718.84 psi. Table 1 XPT Run: Pretest Executive Summary Tinmiaq-6_8.5in Total Pretest Type Volumetric Drawdown Pretest 38 Pretest Status Valid Test 23 Supercharged 1 Tight Test 7 Dry Test 7 Gauge QCP 38 Runs R1D1 (14-15th Mar-2016) 38 The distribution of pretests based on classification is shown in the chart below: Tinmiaq-6 7 The formation data acquired was of high quality and acquisition objectives were met. The full section interval depth view for the same can be seen in Figure 1. Figure 1 8.5in Section Full Interval Depth View Tinmiaq-6 8 Section 2 Interpretation Summary Tinmiaq-6 9 2 Interpretation Summary 2.1 Comments Borehole Information: The 8.5 inch section was drilled from 2090 ft to 4250 ft MD with a maximum inclination of 4.17 degrees. The XPT pretesting run took place on 14 March 2016 under Run R1D1. The well was drilled with a 9.55 ppg density Coring Fluid. The entire survey listing of the well can be found in Section 6. Pressure measurements were acquired for pressure gradient analysis and to identify possible fluid contacts. It should be noted that the medium confidence pressures used in the gradient analysis may be affected by supercharging to varying degrees; this may induce errors in the computed pressure gradients. Apart from supercharging effects in low mobility environments, uncertainties in computed gradients can also arise due to other factors such as measurement errors in well deviation, correlations and depth surveys. A single gradient was drawn in this section in the Top Willow Sand layer. Other possible gradients were not drawn for different reasons such as less number of valid points in some layers and varying degrees of supercharging which reduced the confidence on gradients. For more details on the acquired points in different layers please refer to section 2.3 of this report. 2.2 General Comments Three (3) correlation tie-ins were performed in the logged zone and the resulting depth offsets were incorporated in the depth measurements for the XPT run. The correlations were carried out in relation to GR peaks at 3118, 3480 and 3738 ft MD. The log was correlated to the previous Schlumberger LWD logging run of Vision Service recorded on 8th of March 2016. 2.3 Interpretation by Zone 2.3.1 K3 Layer (2090 ft MD to 2906 ft MD) A total of five (5) pretests were performed in this interval with all but one of them being high confidence pressures. The mobility for this zone is relatively high, ranging from 27.12 mD/cP to 144.41 mD/cP. The pressures were taken around the depth range of 2475 ft MD to 2500 ft MD where the highest quality sand of this zone was seen as this zone appears to be cleaner and less shaly compared to the deeper part of the 8.5in section. No gradient could be established in this layer due to inadequate number of pressure points. Fluid sampling is recommended in such scenarios. Formation pressure is approximately 995 psi at the aforementioned depth range. 2.3.2 Sequence 97 and Sequence 93 layer (2906 - 3189 ft MD and 3189-3373 ft MD) A combined total of four (4) pressure measurements were acquired in these layers. Each layer has two (2) pressure points with all tests being high confidence pressures with moderate to low mobility. Highest measured mobility was 5.36 mD/cP and 2.83 mD/cP in Sequence 97 and 93 layers, respectively. 2.3.3 Top Falcon Layer (3373 ft MD to 3520 ft MD) A total of seventeen (17) pretests stations were performed in this interval resulting in 3 high quality, 2 medium quality, 2 low quality formation pressures, as well as 5 dry and 5 tight pretests. The overall zone appears to be of moderate to low mobility. Mobility is higher than the sequence 97 and 93 layers but lower than K3 layer. Open hole logs show laminated sands in this zone with mobilities ranging from 0.31 mD/cP to 51.56 mD/cP. The formation pressures in this zone show scattered behavior possibly due to supercharging in low mobility environment. As a result of the scattered pressure response, no confident fluid gradient co uld be established in this zone. 2.3.4 Top Willow Sand Layer (3373 ft MD to 3520 ft MD) Twelve (12) pretests stations were performed in this interval resulting in 5 high quality, 2 medium quality formation pressures and 1 supercharged pressure. The mobility for this zone is moderate to high as compared to other layers, ranging from 0.83 mD/cP to 7.66 mD/cP. In this zone, an oil gradient of 0.249 psi/ft (0.678 g/cc) was obtained using the bottom 4 pressures (from File 9 to File 3). Tinmiaq-6 10 2.4 Contact Details Please contact Matthew Roorda for any further information or queries relating to this report. Email: mroorda@slb.com. Phone: +1 504 232 4723 or more details see: Section 3 – Gradient Table Section 4 – Pressure vs. Depth View’s Section 5 – Pressure Summary Section 6 – Pressure Stations Section 7 – Well and Job Data Section 8 – Literature 2.5 Formation Model Table Table 2 Formation Model Table Zone Color Top MD Top TVD Bottom MD Bottom TVD Station Count ft ft ft ft K3 2090.0 2089.4 2906.0 2905.4 5 Sequence 97 2906.0 2905.4 3189.0 3188.4 2 Sequence 93 3189.0 3188.4 3373.0 3372.4 2 Top Falcon 3373.0 3372.4 3520.0 3519.4 17 Top Willow Sand 3737.0 3736.4 3859.0 3858.4 12 Tinmiaq-6 11 Section 3 Fluid Gradients Tinmiaq-6 12 3 Gradient Table Table 3 Gradient Summary Formation Gradient Summary Well Name Gradient Top TVD Bottom TVD Top TVDSS Bottom TVDSS Density Color Gradient Comments Density Statistical Error Density Theoretical Error R2 Chi2 Probability STD Contact Depth Contact Depth SS Contact Comments Contact Statistical Error Contact Theoretical Error psi/ft ft ft ft ft g/cm3 g/cm3 g/cm3 psi ft ft ft ft Tinmiaq-6 0.294 3771.69 3799.88 -3644.59 -3672.78 0.678 Oil 0.059 0.174 0.99917 0.9 0.102 - Mud Before Formation Gradient Summary Well Name Gradient Top TVD Bottom TVD Top TVDSS Bottom TVDSS Density Color Gradient Comments Density Statistical Error Density Theoretical Error R2 Chi2 Probability STD Primary Gauge Repeatability Contact Depth SS psi/ft ft ft ft ft lbm/gal lbm/gal lbm/gal psi psi ft Tinmiaq-6 0.489 2458.59 3869.18 -2331.49 -3742.08 9.419 Mud 0.051 0.008 0.99974 0 3.292 QCP 0.1 Fluids Type Definition Density From (g/cm3) Density To (g/cm3) Gradient From (psi/ft) Gradient To (psi/ft) Color Probable Fluid Type Less 0.0000 Less 0.0000 Negative Gradient 0.0000 0.5769 0.0000 0.2500 Gas 0.5769 0.9577 0.2500 0.4150 Oil 0.9577 1.1723 0.4150 0.5080 Water 1.1723 1.8642 0.5080 0.8078 Mud 1.8642 Higher 0.8078 Higher Invalid Tinmiaq-6 13 Section 4 Pressure Vs Depth Views Tinmiaq-6 14 4 Depth Views 4.1 Depth Overview Figure 2: Depth Overview Tinmiaq-6 15 4.2 Depth View – K3 Layer Figure 3: Depth View – K3 Layer Tinmiaq-6 16 4.3 Sequence 97 and Sequence 93 Depth View Figure 4: Sequence 97 and Sequence 93 Depth View Tinmiaq-6 17 4.4 Top Falcon Depth View Figure 5 Top Falcon Depth View Tinmiaq-6 18 4.5 Top Willow Sand Depth View Figure 6: Top Willow Sand Depth View Tinmiaq-6 19 Section 5 Pressure Summary Tinmiaq-6 20 5 Pressure Summary 5.1 Pretest Summary Table A total of 38 pretests were acquired during the XPT program. Approximately 61% of the tests gave stabilized pressures (includes high, medium and low confidence pressures). A zone by zone summary of the pretests is as follows: Table 4: Pretest Summary Table Tinmiaq-6 Total K3 Sequence 97 Sequence 93 Top Falcon Top Willow Sand Zone Top MD(ft) 2349 2906 3189 3373 3737 Zone BottomMD(ft) 2906 3189 3373 3520 3859 Average Mobility (mD/cP) 100.73 4.78 2.65 5.33 3.14 Pretest Type Volumetric Drawdown Pretest 38 5 2 2 17 12 Pretest Status Valid Test 23 5 2 2 7 7 Supercharged 1 0 0 0 0 1 Tight Test 7 0 0 0 5 2 Dry Test 7 0 0 0 5 2 Gauge QCP 38 5 2 2 17 12 Runs Color R1D1 (15-Mar-2016) 38 5 2 2 17 12 Formation Pressure Quality Color NA 15 0 0 0 10 5 High 16 4 2 2 3 5 Medium 4 0 0 0 2 2 Low 3 1 0 0 2 0 Drawdown Mobility Quality Color NA 15 0 0 0 10 5 High 16 4 2 2 3 5 Medium 4 0 0 0 2 2 Low 3 1 0 0 2 0 5.2 Pretest Formation Pressure Quality Grading Description Quality Color Description Examples NA No Formation Pressure No Seal or Lost Seal High Good Formation Pressure Build Up – Stabilized Medium Fair Data, Near Formation Pressure Building – Close to being Stabilized Low Questionable Formation Pressure Building – Not close to being Stabilized Tinmiaq-6 21 5.3 Test Point Table Table 5: Test Point Table Tinmiaq-6 22 Tinmiaq-6 23 Tinmiaq-6 24 Tinmiaq-6 25 Section 6 Pressure Stations Tinmiaq-6 26 6 Pressure Stations 6.1 ConPr_R04_Sta001_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3817.49 ft MD 6.1.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 188.657 (psi) Drawdown Mobility: Mud Pressure Before: 1883.591 (psi) Mud Pressure After: 1883.579 (psi) Temperature Before: 98.96 (degF) Temperature After: 99.24 (degF) Pretest Rate: 0.18 (cm3/s) Pretest Volume: 0.99 (cm3) Comments: Dry test Pressure vs. Time Plot Run No:4 Test No:3 Probe MD:3817.49ft Probe TVD:3816.89ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConPr_R04_Sta001_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1883.591psi)Start Drawdown(264.767psi)Start Buildup(180.14psi)Last Buildup(188.657psi)Mud After(1883.579psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 200 400 600 800 1000 1200 1400 1600 1800 2000 0 1 2 3 90 92 94 96 98 100 102 104 106 108 110 120 140 160 180 200 220 240 260 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 27 6.1.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 188.657 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 188.657 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:3 Probe MD:3817.49ft Probe TVD:3816.89ft Delta Time 10 0 10 1 10 2 010 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 0 181 182 183 184 185 186 187 188 189 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.0 0.5 0 181 182 183 184 185 186 187 188 189 Radial Pressure(psi) Tinmiaq-6 28 6.2 ConPr_R04_Sta002_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3808.91 ft MD 6.2.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 1387.337 (psi) Drawdown Mobility: Mud Pressure Before: 1880.037 (psi) Mud Pressure After: 1879.518 (psi) Temperature Before: 99 (degF) Temperature After: 99.19 (degF) Pretest Rate: 0.02 (cm3/s) Pretest Volume: 0.51 (cm3) Comments: Tight test Pressure vs. Time Plot Run No:4 Test No:6 Probe MD:3808.91ft Probe TVD:3808.3ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConPr_R04_Sta002_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1880.037psi)Start Drawdown(1706.778psi)Start Buildup(1263.9psi)Last Buildup(1387.337psi)Mud After(1879.518psi)psicm3degFpsiETIM_XPT (s) 0 200 400 600 800 1000 1200 1400 1600 1800 2000 1300 1400 1500 1600 1700 1800 1900 2000 0 1 2 90 92 94 96 98 100 102 104 106 108 110 1340 1360 1380 1400 1420 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 29 6.2.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1387.337 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1387.337 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:6 Probe MD:3808.91ft Probe TVD:3808.3ft Delta Time 10 0 10 1 10 2 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 1370 1380 1390 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 1370 1380 1390 Radial Pressure(psi) Tinmiaq-6 30 6.3 ConCu_R04_Sta003_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3798.24 ft MD 6.3.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1718.843 (psi) Last Read Buildup Pressure : 1718.843 (psi) Drawdown Mobility: 7.66 (mD/cP) Mud Pressure Before: 1873.292 (psi) Mud Pressure After: 1874.499 (psi) Temperature Before: 99.13 (degF) Temperature After: 99.56 (degF) Pretest Rate: 0.02 (cm3/s) Pretest Volume: 2 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:9 Probe MD:3798.24ft Probe TVD:3797.64ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta003_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1873.292psi)Start Drawdown(1721.124psi)Start Buildup(1702.382psi)Last Buildup(1718.843psi)Mud After(1874.499psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 1000 1200 1300 1400 1500 1600 1700 1800 1900 0 1 2 3 4 90 92 94 96 98 100 102 104 106 108 110 1718.7 1718.8 1718.9 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 31 6.3.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1718.843 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1718.843 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:9 Probe MD:3798.24ft Probe TVD:3797.64ft Delta Time 10 0 10 1 10 2 -110 010 110 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1708 1709 1710 1711 1712 1713 1714 1715 1716 1717 1718 1719 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 0 1708 1709 1710 1711 1712 1713 1714 1715 1716 1717 1718 1719 Radial Pressure(psi) Tinmiaq-6 32 6.4 ConCu_R04_Sta004_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1) 3789.3 ft MD 6.4.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 122.044 (psi) Drawdown Mobility: Mud Pressure Before: 1868.793 (psi) Mud Pressure After: 1870.727 (psi) Temperature Before: 99.58 (degF) Temperature After: 100 (degF) Pretest Rate: 1.3 (cm3/s) Pretest Volume: 5.07 (cm3) Comments: Dry Test Pressure vs. Time Plot Run No:4 Test No:12 Probe MD:3789.3ft Probe TVD:3788.7ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta004_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1)Tinmiaq-6 Mud Before(1868.793psi)Start Drawdown(700.164psi)Start Buildup(76.965psi)Last Buildup(122.044psi)Mud After(1870.727psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 0 200 400 600 800 1000 1200 1400 1600 1800 0 2.5 5.0 90 92 94 96 98 100 102 104 106 108 110 50 100 150 200 250 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 33 6.4.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 122.044 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 122.044 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:12 Probe MD:3789.3ft Probe TVD:3788.7ft Delta Time 10 0 10 1 10 2 010 110 210 310 410 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 0 80 85 90 95 100 105 110 115 120 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.2 1.0 0.8 0.6 0.4 0.2 0 80 85 90 95 100 105 110 115 120 Radial Pressure(psi) Tinmiaq-6 34 6.5 ConCu_R04_Sta005_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1) 3788.32 ft MD 6.5.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1715.863 (psi) Last Read Buildup Pressure : 1715.863 (psi) Drawdown Mobility: 3.03 (mD/cP) Mud Pressure Before: 1870.504 (psi) Mud Pressure After: 1868.983 (psi) Temperature Before: 99.8 (degF) Temperature After: 99.7 (degF) Pretest Rate: 0.04 (cm3/s) Pretest Volume: 3.98 (cm3) Comments: Stabilized and repeated build-up pressures. Pressure vs. Time Plot Run No:4 Test No:15 Probe MD:3788.32ft Probe TVD:3787.72ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta005_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1)Tinmiaq-6 Mud Before(1870.504psi)Start Drawdown(1716.855psi)Start Buildup(1637.533psi)Last Buildup(1715.863psi)Mud After(1868.983psi)psicm3degFpsiETIM_XPT (s) 0 200 400 600 800 1000 1200 1400 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 0 2.5 5.0 7.5 90 92 94 96 98 100 102 104 106 108 110 1715.0 1715.5 1716.0 1716.5 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 35 6.5.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1715.863 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1715.863 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:15 Probe MD:3788.32ft Probe TVD:3787.72ft Delta Time 10 0 10 1 10 2 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1650 1655 1660 1665 1670 1675 1680 1685 1690 1695 1700 1705 1710 1715 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 0 1650 1655 1660 1665 1670 1675 1680 1685 1690 1695 1700 1705 1710 1715 Radial Pressure(psi) Tinmiaq-6 36 6.6 ConCu_R04_Sta006_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3784.89 ft MD 6.6.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1715.047 (psi) Last Read Buildup Pressure : 1715.047 (psi) Drawdown Mobility: 7.66 (mD/cP) Mud Pressure Before: 1868.762 (psi) Mud Pressure After: 1866.802 (psi) Temperature Before: 99.64 (degF) Temperature After: 99.97 (degF) Pretest Rate: 0.09 (cm3/s) Pretest Volume: 3.96 (cm3) Comments: Stabilized and repeated build-up pressures. Pressure vs. Time Plot Run No:4 Test No:19 Probe MD:3784.89ft Probe TVD:3784.29ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta006_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1868.762psi)Start Drawdown(1715.085psi)Start Buildup(1635.423psi)Last Buildup(1715.047psi)Mud After(1866.802psi)psicm3degFpsiETIM_XPT (s) 0 500 1000 1500 2000 2500 1400 1450 1500 1550 1600 1650 1700 1750 1800 1850 1900 0 5 10 90 92 94 96 98 100 102 104 106 108 110 1714.6 1714.8 1715.0 1715.2 1715.4 1715.6 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 37 6.6.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1715.047 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1715.047 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:19 Probe MD:3784.89ft Probe TVD:3784.29ft Delta Time 10 0 10 1 10 2 10 3 010 02*10 04*10 06*10 08*10 110 12*10 14*10 16*10 18*10 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1640 1650 1660 1670 1680 1690 1700 1710 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1640 1650 1660 1670 1680 1690 1700 1710 Radial Pressure(psi) Tinmiaq-6 38 6.7 ConCu_R04_Sta007_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3781.64 ft MD 6.7.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1714.922 (psi) Last Read Buildup Pressure : 1714.922 (psi) Drawdown Mobility: 2.35 (mD/cP) Mud Pressure Before: 1865.817 (psi) Mud Pressure After: 1865.022 (psi) Temperature Before: 99.93 (degF) Temperature After: 100.36 (degF) Pretest Rate: 0.1 (cm3/s) Pretest Volume: 5 (cm3) Comments: Stabilized pressures. Slight build-down observed. Potentially supercharged. Pressure vs. Time Plot Run No:4 Test No:23 Probe MD:3781.64ft Probe TVD:3781.04ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta007_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1865.817psi)Start Drawdown(1715.954psi)Start Buildup(1454.508psi)Last Buildup(1714.922psi)Mud After(1865.022psi)psicm3degFpsiETIM_XPT (s) 0 500 1000 1500 2000 2500 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 0 5 10 90 92 94 96 98 100 102 104 106 108 110 1714.4 1714.6 1714.8 1715.0 1715.2 1715.4 1715.6 1715.8 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 39 6.7.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1714.922 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: 0.48 Ideal Slope: 0.5 Last Buildup Pressure: 1714.922 (psi) Extrapolated Pressure: 1715.069 (psi) Actual Radial Slope on Radial Derivative: 0.01 Ideal Slope: 0 Horizontal Mobility Thickness: 1.55 (mD.ft/cP) Radial Slope: -5.63 Flow Regime ID Plot Run No:4 Test No:23 Probe MD:3781.64ft Probe TVD:3781.04ft Delta Time 10 0 10 1 10 2 10 3 110 210 Spherical Derivative(psi√s)Radial Derivative(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1500 1550 1600 1650 1700 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1500 1550 1600 1650 1700 Radial Pressure(psi) Tinmiaq-6 40 6.8 ConCu_R04_Sta008_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3775.42 ft MD 6.8.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 1634.982 (psi) Drawdown Mobility: Mud Pressure Before: 1862.884 (psi) Mud Pressure After: 1862.72 (psi) Temperature Before: 100.28 (degF) Temperature After: 100.28 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.51 (cm3) Comments: Tight Test. Pressure vs. Time Plot Run No:4 Test No:24 Probe MD:3775.42ft Probe TVD:3774.82ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta008_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1862.884psi)Start Drawdown(1801.345psi)Start Buildup(1232.85psi)Last Buildup(1634.982psi)Mud After(1862.72psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 550 600 1200 1300 1400 1500 1600 1700 1800 1900 0 0.1 0.2 0.3 0.4 0.5 90 92 94 96 98 100 102 104 106 108 110 1620 1640 1660 1680 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 41 6.8.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1634.982 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1634.982 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:24 Probe MD:3775.42ft Probe TVD:3774.82ft Delta Time 10 0 10 1 10 2 110 210 310 410 510 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1250 1300 1350 1400 1450 1500 1550 1600 1650 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 1250 1300 1350 1400 1450 1500 1550 1600 1650 Radial Pressure(psi) Tinmiaq-6 42 6.9 ConCu_R04_Sta009_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3774.46 ft MD 6.9.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1711.831 (psi) Last Read Buildup Pressure : 1711.831 (psi) Drawdown Mobility: 1.8 (mD/cP) Mud Pressure Before: 1862.121 (psi) Mud Pressure After: 1861.627 (psi) Temperature Before: 100.19 (degF) Temperature After: 99.92 (degF) Pretest Rate: 0.04 (cm3/s) Pretest Volume: 2 (cm3) Comments: Stabilized and repeated build-up pressures. Pressure vs. Time Plot Run No:4 Test No:27 Probe MD:3774.46ft Probe TVD:3773.85ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta009_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1862.121psi)Start Drawdown(1711.914psi)Start Buildup(1538.825psi)Last Buildup(1711.831psi)Mud After(1861.627psi)psicm3degFpsiETIM_XPT (s) 0 200 400 600 800 1000 1200 1400 1600 1800 2000 1300 1400 1500 1600 1700 1800 1900 0 2.5 5.0 7.5 90 92 94 96 98 100 102 104 106 108 110 1711.6 1711.8 1712.0 1712.2 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 43 6.9.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1711.831 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1711.831 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:27 Probe MD:3774.46ft Probe TVD:3773.85ft Delta Time 10 0 10 1 10 2 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1560 1580 1600 1620 1640 1660 1680 1700 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1560 1580 1600 1620 1640 1660 1680 1700 Radial Pressure(psi) Tinmiaq-6 44 6.10 ConCu_R04_Sta010_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3770.78 ft MD 6.10.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1712.326 (psi) Last Read Buildup Pressure : 1712.326 (psi) Drawdown Mobility: 0.83 (mD/cP) Mud Pressure Before: 1860.602 (psi) Mud Pressure After: 1859.661 (psi) Temperature Before: 99.84 (degF) Temperature After: 100.19 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 5.01 (cm3) Comments: Stabilized build-up pressure. Potentially Supercharged due to low mobility. Pressure vs. Time Plot Run No:4 Test No:31 Probe MD:3770.78ft Probe TVD:3770.18ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta010_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1860.602psi)Start Drawdown(1712.631psi)Start Buildup(1335.506psi)Last Buildup(1712.326psi)Mud After(1859.661psi)psicm3degFpsiETIM_XPT (s) 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 0 5 10 15 90 92 94 96 98 100 102 104 106 108 110 1712.2 1712.4 1712.6 1712.8 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 45 6.10.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1712.326 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1712.326 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:31 Probe MD:3770.78ft Probe TVD:3770.18ft Delta Time 10 0 10 1 10 2 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1350 1400 1450 1500 1550 1600 1650 1700 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 0 1350 1400 1450 1500 1550 1600 1650 1700 Radial Pressure(psi) Tinmiaq-6 46 6.11 ConCu_R04_Sta011_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3756.65 ft MD 6.11.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Supercharged Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1843.34 (psi) Last Read Buildup Pressure : 1843.34 (psi) Drawdown Mobility: 0.94 (mD/cP) Mud Pressure Before: 1853.048 (psi) Mud Pressure After: 1853.457 (psi) Temperature Before: 100.13 (degF) Temperature After: 100 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.99 (cm3) Comments: Non repeating stabilized pressure. Low mobility observed, possibly supercharged. Pressure vs. Time Plot Run No:4 Test No:33 Probe MD:3756.65ft Probe TVD:3756.05ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta011_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1853.048psi)Start Drawdown(1844.037psi)Start Buildup(1569.56psi)Last Buildup(1843.34psi)Mud After(1853.457psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 1200 1300 1400 1500 1600 1700 1800 1900 0 0.5 1.0 1.5 90 92 94 96 98 100 102 104 106 108 110 1842.5 1843.0 1843.5 1844.0 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 47 6.11.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1843.34 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1843.34 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:33 Probe MD:3756.65ft Probe TVD:3756.05ft Delta Time 10 0 10 1 10 2 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1600 1650 1700 1750 1800 1850 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 1600 1650 1700 1750 1800 1850 Radial Pressure(psi) Tinmiaq-6 48 6.12 ConCu_R04_Sta012_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1) 3747.91 ft MD 6.12.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1702.914 (psi) Last Read Buildup Pressure : 1702.914 (psi) Drawdown Mobility: 2.88 (mD/cP) Mud Pressure Before: 1849.085 (psi) Mud Pressure After: 1848.727 (psi) Temperature Before: 99.9 (degF) Temperature After: 99.43 (degF) Pretest Rate: 0.08 (cm3/s) Pretest Volume: 2.46 (cm3) Comments: Stabilized and repeated build-up pressure. Pressure vs. Time Plot Run No:4 Test No:37 Probe MD:3747.91ft Probe TVD:3747.31ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta012_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT_(1)Tinmiaq-6 Mud Before(1849.085psi)Start Drawdown(1702.935psi)Start Buildup(1492.83psi)Last Buildup(1702.914psi)Mud After(1848.727psi)psicm3degFpsiETIM_XPT (s) 0 200 400 600 800 1000 1200 1400 1200 1300 1400 1500 1600 1700 1800 1900 0 1 2 3 4 5 90 92 94 96 98 100 102 104 106 108 110 1702.6 1702.8 1703.0 1703.2 1703.4 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 49 6.12.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1702.914 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1702.914 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:37 Probe MD:3747.91ft Probe TVD:3747.31ft Delta Time 10 0 10 1 10 2 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1520 1540 1560 1580 1600 1620 1640 1660 1680 1700 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1520 1540 1560 1580 1600 1620 1640 1660 1680 1700 Radial Pressure(psi) Tinmiaq-6 50 6.13 ConCu_R04_Sta013_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3480.08 ft MD 6.13.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 743.892 (psi) Drawdown Mobility: Mud Pressure Before: 1719.81 (psi) Mud Pressure After: 1721.984 (psi) Temperature Before: 97.94 (degF) Temperature After: 97.33 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.51 (cm3) Comments: Dry test Pressure vs. Time Plot Run No:4 Test No:38 Probe MD:3480.07ft Probe TVD:3479.47ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta013_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1719.81psi)Start Drawdown(1342.902psi)Start Buildup(697.07psi)Last Buildup(743.892psi)Mud After(1721.984psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 0 0.1 0.2 0.3 0.4 0.5 90 92 94 96 98 100 102 104 106 108 110 710 720 730 740 750 760 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 51 6.13.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 743.892 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 743.892 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:38 Probe MD:3480.07ft Probe TVD:3479.47ft Delta Time 10 0 10 1 10 2 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 700 705 710 715 720 725 730 735 740 745 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 700 705 710 715 720 725 730 735 740 745 Radial Pressure(psi) Tinmiaq-6 52 6.14 ConCu_R04_Sta015_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3480.58 ft MD 6.14.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1705.224 (psi) Last Read Buildup Pressure : 1705.224 (psi) Drawdown Mobility: 2.74 (mD/cP) Mud Pressure Before: 1721.64 (psi) Mud Pressure After: 1717.897 (psi) Temperature Before: 96.79 (degF) Temperature After: 94.44 (degF) Pretest Rate: 0.1 (cm3/s) Pretest Volume: 5 (cm3) Comments: Stabilized pressures. Build-down observed. Possibly supercharged. Pressure vs. Time Plot Run No:4 Test No:42 Probe MD:3480.57ft Probe TVD:3479.97ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta015_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1721.64psi)Start Drawdown(1706.911psi)Start Buildup(1476.346psi)Last Buildup(1705.224psi)Mud After(1717.897psi)psicm3degFpsiETIM_XPT (s) 0 200 400 600 800 1000 1200 1400 1600 1800 2000 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650 1700 1750 1800 0 5 10 15 90 92 94 96 98 100 102 104 106 108 110 1705 1706 1707 1708 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 53 6.14.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1705.224 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1705.224 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:42 Probe MD:3480.57ft Probe TVD:3479.97ft Delta Time 10 0 10 1 10 2 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1500 1520 1540 1560 1580 1600 1620 1640 1660 1680 1700 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1500 1520 1540 1560 1580 1600 1620 1640 1660 1680 1700 Radial Pressure(psi) Tinmiaq-6 54 6.15 ConCu_R04_Sta016_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3454.09 ft MD 6.15.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1498.563 (psi) Last Read Buildup Pressure : 1498.563 (psi) Drawdown Mobility: 19.09 (mD/cP) Mud Pressure Before: 1702.073 (psi) Mud Pressure After: 1705.996 (psi) Temperature Before: 94.32 (degF) Temperature After: 94.19 (degF) Pretest Rate: 0.49 (cm3/s) Pretest Volume: 4.96 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:45 Probe MD:3454.09ft Probe TVD:3453.49ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta016_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1702.073psi)Start Drawdown(1498.821psi)Start Buildup(1342.386psi)Last Buildup(1498.563psi)Mud After(1705.996psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 550 600 650 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650 1700 0 5 10 90 91 92 93 94 95 96 97 98 99 100 1498.35 1498.40 1498.45 1498.50 1498.55 1498.60 1498.65 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 55 6.15.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1498.563 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1498.563 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:45 Probe MD:3454.09ft Probe TVD:3453.49ft Delta Time 10 0 10 1 10 2 -310 -210 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1360 1380 1400 1420 1440 1460 1480 1500 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 1360 1380 1400 1420 1440 1460 1480 1500 Radial Pressure(psi) Tinmiaq-6 56 6.16 ConCu_R04_Sta017_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3451.34 ft MD 6.16.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 450.439 (psi) Drawdown Mobility: Mud Pressure Before: 1704.968 (psi) Mud Pressure After: 1705.081 (psi) Temperature Before: 94.08 (degF) Temperature After: 94.19 (degF) Pretest Rate: 0.04 (cm3/s) Pretest Volume: 0.09 (cm3) Comments: Dry test Pressure vs. Time Plot Run No:4 Test No:46 Probe MD:3451.34ft Probe TVD:3450.74ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta017_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1704.968psi)Start Drawdown(454.975psi)Start Buildup(402.283psi)Last Buildup(450.44psi)Mud After(1705.081psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 400 600 800 1000 1200 1400 1600 0 0.025 0.050 0.075 90 92 94 96 98 100 102 104 106 108 110 380 400 420 440 460 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 57 6.16.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 450.439 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 450.439 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:46 Probe MD:3451.34ft Probe TVD:3450.74ft Delta Time 10 0 10 1 10 2 010 110 210 310 410 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.2 1.0 0.8 0.6 0.4 0.2 0 405 410 415 420 425 430 435 440 445 450 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.0 0.8 0.6 0.4 0.2 0 405 410 415 420 425 430 435 440 445 450 Radial Pressure(psi) Tinmiaq-6 58 6.17 ConCu_R04_Sta018_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3452.45 ft MD 6.17.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1497.837 (psi) Last Read Buildup Pressure : 1497.837 (psi) Drawdown Mobility: 51.56 (mD/cP) Mud Pressure Before: 1706.055 (psi) Mud Pressure After: 1704.572 (psi) Temperature Before: 94.06 (degF) Temperature After: 94.01 (degF) Pretest Rate: 0.48 (cm3/s) Pretest Volume: 9.74 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:49 Probe MD:3452.45ft Probe TVD:3451.85ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta018_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1706.055psi)Start Drawdown(1497.876psi)Start Buildup(1438.381psi)Last Buildup(1497.837psi)Mud After(1704.572psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 550 600 650 1350 1400 1450 1500 1550 1600 1650 1700 0 5 10 15 90 92 94 96 98 100 102 104 106 108 110 1497.7 1497.8 1497.9 1498.0 1498.1 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 59 6.17.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1497.837 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1497.837 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:49 Probe MD:3452.45ft Probe TVD:3451.85ft Delta Time 10 0 10 1 10 2 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1440 1445 1450 1455 1460 1465 1470 1475 1480 1485 1490 1495 1500 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 1440 1445 1450 1455 1460 1465 1470 1475 1480 1485 1490 1495 1500 Radial Pressure(psi) Tinmiaq-6 60 6.18 ConCu_R04_Sta019_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3446.78 ft MD 6.18.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 334.844 (psi) Drawdown Mobility: Mud Pressure Before: 1700.6 (psi) Mud Pressure After: 1702.282 (psi) Temperature Before: 93.96 (degF) Temperature After: 94.09 (degF) Pretest Rate: 0.03 (cm3/s) Pretest Volume: 0.13 (cm3) Comments: Dry test Pressure vs. Time Plot Run No:4 Test No:50 Probe MD:3446.77ft Probe TVD:3446.17ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta019_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1700.6psi)Start Drawdown(344.081psi)Start Buildup(292.329psi)Last Buildup(334.844psi)Mud After(1702.282psi)psicm3degFpsiETIM_XPT (s) 0 20 40 60 80 100 120 140 160 180 200 400 600 800 1000 1200 1400 1600 0 0.05 0.10 90 92 94 96 98 100 102 104 106 108 110 250 300 350 400 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 61 6.18.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 334.844 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 334.844 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:50 Probe MD:3446.77ft Probe TVD:3446.17ft Delta Time 10 0 10 1 10 2 010 110 210 310 410 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 0 295 300 305 310 315 320 325 330 335 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.2 1.0 0.8 0.6 0.4 0.2 0 295 300 305 310 315 320 325 330 335 Radial Pressure(psi) Tinmiaq-6 62 6.19 ConCu_R04_Sta020_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3446.07 ft MD 6.19.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 871.847 (psi) Drawdown Mobility: Mud Pressure Before: 1702.241 (psi) Mud Pressure After: 1701.69 (psi) Temperature Before: 93.96 (degF) Temperature After: 94.06 (degF) Pretest Rate: 0.43 (cm3/s) Pretest Volume: 1.68 (cm3) Comments: Tight test Pressure vs. Time Plot Run No:4 Test No:52 Probe MD:3446.07ft Probe TVD:3445.46ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta020_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1702.241psi)Start Drawdown(1748.367psi)Start Buildup(294.408psi)Last Buildup(871.847psi)Mud After(1701.69psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 400 600 800 1000 1200 1400 1600 1800 0 0.5 1.0 1.5 90 92 94 96 98 100 102 104 106 108 110 500 600 700 800 900 1000 1100 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 63 6.19.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 871.847 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 871.847 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:52 Probe MD:3446.07ft Probe TVD:3445.46ft Delta Time 10 0 10 1 10 2 110 210 310 410 510 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 0 300 350 400 450 500 550 600 650 700 750 800 850 900 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.2 1.0 0.8 0.6 0.4 0.2 0 300 350 400 450 500 550 600 650 700 750 800 850 900 Radial Pressure(psi) Tinmiaq-6 64 6.20 ConCu_R04_Sta021_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3435.51 ft MD 6.20.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 1484.327 (psi) Drawdown Mobility: Mud Pressure Before: 1693.425 (psi) Mud Pressure After: 1696.606 (psi) Temperature Before: 93.97 (degF) Temperature After: 93.98 (degF) Pretest Rate: 0.02 (cm3/s) Pretest Volume: 0.11 (cm3) Comments: Tight test Pressure vs. Time Plot Run No:4 Test No:54 Probe MD:3435.51ft Probe TVD:3434.9ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta021_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1693.425psi)Start Drawdown(1510.205psi)Start Buildup(1343.703psi)Last Buildup(1484.327psi)Mud After(1696.606psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650 1700 1750 0 0.25 0.50 90 92 94 96 98 100 102 104 106 108 110 1460 1480 1500 1520 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 65 6.20.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1484.327 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1484.327 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:54 Probe MD:3435.51ft Probe TVD:3434.9ft Delta Time 10 0 10 1 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1340 1360 1380 1400 1420 1440 1460 1480 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.0 0.5 0 1340 1360 1380 1400 1420 1440 1460 1480 Radial Pressure(psi) Tinmiaq-6 66 6.21 ConCu_R04_Sta022_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3434.52 ft MD 6.21.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1494.705 (psi) Last Read Buildup Pressure : 1494.705 (psi) Drawdown Mobility: 0.77 (mD/cP) Mud Pressure Before: 1695.646 (psi) Mud Pressure After: 1695.041 (psi) Temperature Before: 93.94 (degF) Temperature After: 93.87 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 5.01 (cm3) Comments: Low confidence stabilized pressure, possibly supercharged due to low mobility Pressure vs. Time Plot Run No:4 Test No:57 Probe MD:3434.52ft Probe TVD:3433.91ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta022_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1695.646psi)Start Drawdown(1495.533psi)Start Buildup(1179.659psi)Last Buildup(1494.705psi)Mud After(1695.041psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1000 1100 1200 1300 1400 1500 1600 1700 0 5 10 90 92 94 96 98 100 102 104 106 108 110 1460 1470 1480 1490 1500 1510 1520 1530 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 67 6.21.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1494.705 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1494.705 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:57 Probe MD:3434.52ft Probe TVD:3433.91ft Delta Time 10 0 10 1 10 2 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1200 1250 1300 1350 1400 1450 1500 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 0 1200 1250 1300 1350 1400 1450 1500 Radial Pressure(psi) Tinmiaq-6 68 6.22 ConCu_R04_Sta023_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3432.05 ft MD 6.22.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1489.152 (psi) Last Read Buildup Pressure : 1489.152 (psi) Drawdown Mobility: 5.89 (mD/cP) Mud Pressure Before: 1693.353 (psi) Mud Pressure After: 1694.145 (psi) Temperature Before: 93.81 (degF) Temperature After: 93.89 (degF) Pretest Rate: 0.1 (cm3/s) Pretest Volume: 9.99 (cm3) Comments: Stabilized and repeated build-up pressure. Spherical flow observed Pressure vs. Time Plot Run No:4 Test No:60 Probe MD:3432.05ft Probe TVD:3431.45ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta023_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1693.353psi)Start Drawdown(1488.961psi)Start Buildup(1384.415psi)Last Buildup(1489.152psi)Mud After(1694.145psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 1350 1400 1450 1500 1550 1600 1650 1700 1750 0 5 10 15 90 92 94 96 98 100 102 104 106 108 110 1488.8 1489.0 1489.2 1489.4 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 69 6.22.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1489.152 (psi) Extrapolated Pressure: 1489.177 (psi) Buildup Mobility: 9.99 (mD/cP) Spherical Slope: -1.54 Actual Spherical Slope on Spherical Derivative: -0.05 Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: -0.46 Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1489.152 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:60 Probe MD:3432.05ft Probe TVD:3431.45ft Delta Time 10 0 10 1 10 2 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1420 1430 1440 1450 1460 1470 1480 1490 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 1420 1430 1440 1450 1460 1470 1480 1490 Radial Pressure(psi) Tinmiaq-6 70 6.23 ConCu_R04_Sta025_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3429.98 ft MD 6.23.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 315.32 (psi) Drawdown Mobility: Mud Pressure Before: 1694.424 (psi) Mud Pressure After: 1694.473 (psi) Temperature Before: 93.85 (degF) Temperature After: 93.98 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.26 (cm3) Comments: Dry Test Pressure vs. Time Plot Run No:4 Test No:61 Probe MD:3429.98ft Probe TVD:3429.37ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta025_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1694.424psi)Start Drawdown(378.876psi)Start Buildup(292.1psi)Last Buildup(315.32psi)Mud After(1694.473psi)psicm3degFpsiETIM_XPT (s) 0 20 40 60 80 100 120 140 160 180 400 600 800 1000 1200 1400 1600 0 0.1 0.2 90 92 94 96 98 100 102 104 106 108 110 280 300 320 340 360 380 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 71 6.23.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 315.32 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 315.32 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:61 Probe MD:3429.98ft Probe TVD:3429.37ft Delta Time 10 0 10 1 010 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 0 292 294 296 298 300 302 304 306 308 310 312 314 316 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.0 0.5 0 292 294 296 298 300 302 304 306 308 310 312 314 316 Radial Pressure(psi) Tinmiaq-6 72 6.24 ConCu_R04_Sta026_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3422.45 ft MD 6.24.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 1538.667 (psi) Drawdown Mobility: Mud Pressure Before: 1688.75 (psi) Mud Pressure After: 1690.196 (psi) Temperature Before: 93.87 (degF) Temperature After: 93.91 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.51 (cm3) Comments: Tight test Pressure vs. Time Plot Run No:4 Test No:62 Probe MD:3422.45ft Probe TVD:3421.85ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta026_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1688.75psi)Start Drawdown(1473.511psi)Start Buildup(853.183psi)Last Buildup(1538.667psi)Mud After(1690.196psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 900 1000 1100 1200 1300 1400 1500 1600 1700 0 0.1 0.2 0.3 0.4 0.5 90 92 94 96 98 100 102 104 106 108 110 1450 1500 1550 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 73 6.24.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1538.667 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1538.667 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:62 Probe MD:3422.45ft Probe TVD:3421.85ft Delta Time 10 0 10 1 10 2 110 210 310 410 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 900 1000 1100 1200 1300 1400 1500 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 900 1000 1100 1200 1300 1400 1500 Radial Pressure(psi) Tinmiaq-6 74 6.25 ConCu_R04_Sta027_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3421.98 ft MD 6.25.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 1519.491 (psi) Drawdown Mobility: Mud Pressure Before: 1689.698 (psi) Mud Pressure After: 1690.224 (psi) Temperature Before: 93.88 (degF) Temperature After: 93.92 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.51 (cm3) Comments: Tight Test Pressure vs. Time Plot Run No:4 Test No:63 Probe MD:3421.98ft Probe TVD:3421.38ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta027_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1689.698psi)Start Drawdown(1249.32psi)Start Buildup(780.278psi)Last Buildup(1519.491psi)Mud After(1690.224psi)psicm3degFpsiETIM_XPT (s) 0 20 40 60 80 100 120 140 160 180 200 220 800 900 1000 1100 1200 1300 1400 1500 1600 1700 0 0.1 0.2 0.3 0.4 0.5 90 92 94 96 98 100 102 104 106 108 110 1350 1400 1450 1500 1550 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 75 6.25.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1519.491 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1519.491 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:63 Probe MD:3421.98ft Probe TVD:3421.38ft Delta Time 10 0 10 1 10 2 110 210 310 410 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 800 900 1000 1100 1200 1300 1400 1500 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 800 900 1000 1100 1200 1300 1400 1500 Radial Pressure(psi) Tinmiaq-6 76 6.26 ConCu_R04_Sta028_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3460.36 ft MD 6.26.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1575.994 (psi) Last Read Buildup Pressure : 1575.994 (psi) Drawdown Mobility: 0.82 (mD/cP) Mud Pressure Before: 1723.444 (psi) Mud Pressure After: 1707.831 (psi) Temperature Before: 93.89 (degF) Temperature After: 93.76 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 5.01 (cm3) Comments: Stabilized pressures.. Potentially supercharged due to low mobility. Pressure vs. Time Plot Run No:4 Test No:66 Probe MD:3460.36ft Probe TVD:3459.76ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta028_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1723.444psi)Start Drawdown(1576.417psi)Start Buildup(1218.122psi)Last Buildup(1575.994psi)Mud After(1707.831psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 900 1000 1100 1200 1300 1400 1500 1600 1700 0 2.5 5.0 7.5 90 92 94 96 98 100 102 104 106 108 110 1575.5 1576.0 1576.5 1577.0 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 77 6.26.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1575.994 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1575.994 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:66 Probe MD:3460.36ft Probe TVD:3459.76ft Delta Time 10 0 10 1 10 2 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1250 1300 1350 1400 1450 1500 1550 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 1250 1300 1350 1400 1450 1500 1550 Radial Pressure(psi) Tinmiaq-6 78 6.27 ConCu_R04_Sta029_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3403.48 ft MD 6.27.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1478.363 (psi) Last Read Buildup Pressure : 1478.363 (psi) Drawdown Mobility: 0.31 (mD/cP) Mud Pressure Before: 1673.719 (psi) Mud Pressure After: 1681.693 (psi) Temperature Before: 93.7 (degF) Temperature After: 93.58 (degF) Pretest Rate: 0.02 (cm3/s) Pretest Volume: 2.5 (cm3) Comments: Stabilized pressures. Potentially supercharged due to low mobility. Pressure vs. Time Plot Run No:4 Test No:68 Probe MD:3403.48ft Probe TVD:3402.88ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta029_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1673.719psi)Start Drawdown(1479.091psi)Start Buildup(1092.445psi)Last Buildup(1478.363psi)Mud After(1681.693psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 550 600 800 900 1000 1100 1200 1300 1400 1500 1600 1700 0 1 2 3 90 92 94 96 98 100 102 104 106 108 110 1477.5 1478.0 1478.5 1479.0 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 79 6.27.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1478.363 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1478.363 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:68 Probe MD:3403.48ft Probe TVD:3402.88ft Delta Time 10 0 10 1 10 2 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1100 1150 1200 1250 1300 1350 1400 1450 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.5 2.0 1.5 1.0 0.5 1100 1150 1200 1250 1300 1350 1400 1450 Radial Pressure(psi) Tinmiaq-6 80 6.28 ConCu_R04_Sta030_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3377.98 ft MD 6.28.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Dry Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 517.901 (psi) Drawdown Mobility: Mud Pressure Before: 1664.134 (psi) Mud Pressure After: 1668.948 (psi) Temperature Before: 93.47 (degF) Temperature After: 93.52 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.47 (cm3) Comments: Dry test Pressure vs. Time Plot Run No:4 Test No:69 Probe MD:3377.98ft Probe TVD:3377.37ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta030_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1664.134psi)Start Drawdown(944.169psi)Start Buildup(487.179psi)Last Buildup(517.901psi)Mud After(1668.948psi)psicm3degFpsiETIM_XPT (s) 0 20 40 60 80 100 120 140 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 0 0.1 0.2 0.3 0.4 0.5 90 92 94 96 98 100 102 104 106 108 110 450 500 550 600 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 81 6.28.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 517.901 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 517.901 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:69 Probe MD:3377.98ft Probe TVD:3377.37ft Delta Time 10 0 10 1 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 490 495 500 505 510 515 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 490 495 500 505 510 515 Radial Pressure(psi) Tinmiaq-6 82 6.29 ConCu_R04_Sta031_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3377.48 ft MD 6.29.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Tight Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: Last Read Buildup Pressure : 1234.466 (psi) Drawdown Mobility: Mud Pressure Before: 1669.432 (psi) Mud Pressure After: 1670.116 (psi) Temperature Before: 93.4 (degF) Temperature After: 93.39 (degF) Pretest Rate: 0.05 (cm3/s) Pretest Volume: 0.51 (cm3) Comments: Tight Test Pressure vs. Time Plot Run No:4 Test No:70 Probe MD:3377.48ft Probe TVD:3376.87ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta031_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1669.432psi)Start Drawdown(1363.616psi)Start Buildup(776.232psi)Last Buildup(1234.466psi)Mud After(1670.116psi)psicm3degFpsiETIM_XPT (s) 0 20 40 60 80 100 120 140 160 180 800 900 1000 1100 1200 1300 1400 1500 1600 1700 0 0.1 0.2 0.3 0.4 0.5 90 92 94 96 98 100 102 104 106 108 110 1180 1200 1220 1240 1260 1280 1300 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 83 6.29.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1234.466 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1234.466 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:70 Probe MD:3377.48ft Probe TVD:3376.87ft Delta Time 10 0 10 1 110 210 310 410 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 800 850 900 950 1000 1050 1100 1150 1200 1250 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 800 850 900 950 1000 1050 1100 1150 1200 1250 Radial Pressure(psi) Tinmiaq-6 84 6.30 ConCu_R04_Sta032_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3249.21 ft MD 6.30.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1384.912 (psi) Last Read Buildup Pressure : 1384.912 (psi) Drawdown Mobility: 2.83 (mD/cP) Mud Pressure Before: 1603.759 (psi) Mud Pressure After: 1606.345 (psi) Temperature Before: 93.23 (degF) Temperature After: 92.08 (degF) Pretest Rate: 0.1 (cm3/s) Pretest Volume: 5 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:73 Probe MD:3249.21ft Probe TVD:3248.6ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta032_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1603.759psi)Start Drawdown(1386.129psi)Start Buildup(1178.142psi)Last Buildup(1384.912psi)Mud After(1606.345psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 0 5 10 90 91 92 93 94 95 96 97 98 99 100 1384.6 1384.8 1385.0 1385.2 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 85 6.30.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1384.912 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1384.912 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:73 Probe MD:3249.21ft Probe TVD:3248.6ft Delta Time 10 0 10 1 10 2 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1220 1240 1260 1280 1300 1320 1340 1360 1380 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1220 1240 1260 1280 1300 1320 1340 1360 1380 Radial Pressure(psi) Tinmiaq-6 86 6.31 ConCu_R04_Sta033_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3200.32 ft MD 6.31.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1357.559 (psi) Last Read Buildup Pressure : 1357.559 (psi) Drawdown Mobility: 2.48 (mD/cP) Mud Pressure Before: 1577.208 (psi) Mud Pressure After: 1582.249 (psi) Temperature Before: 91.84 (degF) Temperature After: 91.06 (degF) Pretest Rate: 0.1 (cm3/s) Pretest Volume: 4.99 (cm3) Comments: Stabilized and repeated build-up pressure. Spherical Flow identifed Pressure vs. Time Plot Run No:4 Test No:76 Probe MD:3200.32ft Probe TVD:3199.71ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta033_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1577.208psi)Start Drawdown(1358.049psi)Start Buildup(1133.72psi)Last Buildup(1357.559psi)Mud After(1582.249psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 700 800 900 1000 1100 1200 1300 1400 1500 1600 0 2.5 5.0 90 91 92 93 94 95 96 97 98 99 100 1357.4 1357.5 1357.6 1357.7 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 87 6.31.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1357.559 (psi) Extrapolated Pressure: 1357.56 (psi) Buildup Mobility: 5.12 (mD/cP) Spherical Slope: -4.19 Actual Spherical Slope on Spherical Derivative: -0.05 Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: -0.46 Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1357.559 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:76 Probe MD:3200.32ft Probe TVD:3199.71ft Delta Time 10 0 10 1 10 2 -210 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1160 1180 1200 1220 1240 1260 1280 1300 1320 1340 1360 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1160 1180 1200 1220 1240 1260 1280 1300 1320 1340 1360 Radial Pressure(psi) Tinmiaq-6 88 6.32 ConCu_R04_Sta034_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3119.55 ft MD 6.32.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1312.064 (psi) Last Read Buildup Pressure : 1312.064 (psi) Drawdown Mobility: 5.36 (mD/cP) Mud Pressure Before: 1540.932 (psi) Mud Pressure After: 1543.785 (psi) Temperature Before: 90.84 (degF) Temperature After: 90.31 (degF) Pretest Rate: 0.19 (cm3/s) Pretest Volume: 2.02 (cm3) Comments: Stabilized and repeated build-up pressure. Some build-down observed. Pressure vs. Time Plot Run No:4 Test No:79 Probe MD:3119.55ft Probe TVD:3118.95ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta034_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1540.932psi)Start Drawdown(1311.549psi)Start Buildup(1097.306psi)Last Buildup(1312.064psi)Mud After(1543.785psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 550 600 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 0 1 2 3 4 80 82 84 86 88 90 92 94 1311.8 1312.0 1312.2 1312.4 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 89 6.32.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1312.064 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1312.064 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:79 Probe MD:3119.55ft Probe TVD:3118.95ft Delta Time 10 0 10 1 10 2 -210 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1160 1180 1200 1220 1240 1260 1280 1300 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 1160 1180 1200 1220 1240 1260 1280 1300 Radial Pressure(psi) Tinmiaq-6 90 6.33 ConCu_R04_Sta035_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 3084.54 ft MD 6.33.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1299.354 (psi) Last Read Buildup Pressure : 1299.354 (psi) Drawdown Mobility: 4.19 (mD/cP) Mud Pressure Before: 1521.206 (psi) Mud Pressure After: 1525.089 (psi) Temperature Before: 90.11 (degF) Temperature After: 89 (degF) Pretest Rate: 0.1 (cm3/s) Pretest Volume: 3 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:82 Probe MD:3084.54ft Probe TVD:3083.94ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta035_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1521.206psi)Start Drawdown(1299.045psi)Start Buildup(1162.724psi)Last Buildup(1299.354psi)Mud After(1525.089psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 900 1000 1100 700 800 900 1000 1100 1200 1300 1400 1500 0 2.5 5.0 80 82 84 86 88 90 92 94 96 98 100 1299.2 1299.3 1299.4 1299.5 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 91 6.33.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1299.354 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1299.354 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:82 Probe MD:3084.54ft Probe TVD:3083.94ft Delta Time 10 0 10 1 10 2 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 Radial Pressure(psi) Tinmiaq-6 92 6.34 ConCu_R04_Sta036_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2499.98 ft MD 6.34.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 1002.056 (psi) Last Read Buildup Pressure : 1002.056 (psi) Drawdown Mobility: 56.16 (mD/cP) Mud Pressure Before: 1242.801 (psi) Mud Pressure After: 1240.913 (psi) Temperature Before: 87.86 (degF) Temperature After: 85 (degF) Pretest Rate: 1.34 (cm3/s) Pretest Volume: 6.85 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:85 Probe MD:2499.98ft Probe TVD:2499.38ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta036_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1242.801psi)Start Drawdown(1001.725psi)Start Buildup(846.874psi)Last Buildup(1002.056psi)Mud After(1240.913psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 550 600 650 850 900 950 1000 1050 1100 1150 1200 1250 0 10 20 30 80 81 82 83 84 85 86 87 88 89 90 1001.8 1001.9 1002.0 1002.1 1002.2 1002.3 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 93 6.34.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 1002.056 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 1002.056 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:85 Probe MD:2499.98ft Probe TVD:2499.38ft Delta Time 10 0 10 1 10 2 -110 010 110 210 310 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 0.6 0.4 0.2 0 840 860 880 900 920 940 960 980 1000 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 0.8 0.6 0.4 0.2 0 840 860 880 900 920 940 960 980 1000 Radial Pressure(psi) Tinmiaq-6 94 6.35 ConCu_R04_Sta037_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2487.14 ft MD 6.35.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 996.545 (psi) Last Read Buildup Pressure : 996.545 (psi) Drawdown Mobility: 144.41 (mD/cP) Mud Pressure Before: 1232.13 (psi) Mud Pressure After: 1234.116 (psi) Temperature Before: 84.47 (degF) Temperature After: 82.96 (degF) Pretest Rate: 1.68 (cm3/s) Pretest Volume: 19.12 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:88 Probe MD:2487.14ft Probe TVD:2486.54ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta037_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1232.13psi)Start Drawdown(996.321psi)Start Buildup(914.251psi)Last Buildup(996.545psi)Mud After(1234.116psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 900 950 1000 1050 1100 1150 1200 1250 0 10 20 30 80 81 82 83 84 85 86 87 88 89 90 996.4 996.5 996.6 996.7 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 95 6.35.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 996.545 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 996.545 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:88 Probe MD:2487.14ft Probe TVD:2486.54ft Delta Time 10 0 10 1 10 2 -210 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 970 975 980 985 990 995 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 0 970 975 980 985 990 995 Radial Pressure(psi) Tinmiaq-6 96 6.36 ConCu_R04_Sta038_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2477.78 ft MD 6.36.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 992.829 (psi) Last Read Buildup Pressure : 992.829 (psi) Drawdown Mobility: 33.07 (mD/cP) Mud Pressure Before: 1228.485 (psi) Mud Pressure After: 1229.594 (psi) Temperature Before: 82.55 (degF) Temperature After: 81.99 (degF) Pretest Rate: 1.67 (cm3/s) Pretest Volume: 9.54 (cm3) Comments: Stabilized build-up pressure. Second pretest build-up affected by noise. Pressure vs. Time Plot Run No:4 Test No:90 Probe MD:2477.77ft Probe TVD:2477.17ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta038_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1228.485psi)Start Drawdown(989.132psi)Start Buildup(654.165psi)Last Buildup(992.829psi)Mud After(1229.594psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 0 5 10 15 80 81 82 83 84 85 86 87 88 89 90 992.5 993.0 993.5 994.0 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 97 6.36.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 992.829 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 992.829 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:90 Probe MD:2477.77ft Probe TVD:2477.17ft Delta Time 10 0 10 1 10 2 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 0 650 700 750 800 850 900 950 1000 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 1.0 0.5 0 650 700 750 800 850 900 950 1000 Radial Pressure(psi) Tinmiaq-6 98 6.37 ConCu_R04_Sta039_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2477.78 ft MD 6.37.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 992.857 (psi) Last Read Buildup Pressure : 992.857 (psi) Drawdown Mobility: 30.49 (mD/cP) Mud Pressure Before: 1229.434 (psi) Mud Pressure After: 1228.165 (psi) Temperature Before: 81.86 (degF) Temperature After: 81.25 (degF) Pretest Rate: 0.5 (cm3/s) Pretest Volume: 19.9 (cm3) Comments: Stabilized and repeated build-up pressure Pressure vs. Time Plot Run No:4 Test No:93 Probe MD:2477.77ft Probe TVD:2477.17ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta039_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1229.434psi)Start Drawdown(993.589psi)Start Buildup(906.818psi)Last Buildup(992.857psi)Mud After(1228.165psi)psicm3degFpsiETIM_XPT (s) 0 50 100 150 200 250 300 350 400 450 500 850 900 950 1000 1050 1100 1150 1200 1250 0 10 20 30 75 76 77 78 79 80 81 82 83 84 85 992.8 992.9 993.0 993.1 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 99 6.37.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 992.857 (psi) Extrapolated Pressure: Buildup Mobility: Spherical Slope: Actual Spherical Slope on Spherical Derivative: Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 992.857 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:93 Probe MD:2477.77ft Probe TVD:2477.17ft Delta Time 10 0 10 1 10 2 -210 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 910 920 930 940 950 960 970 980 990 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 910 920 930 940 950 960 970 980 990 Radial Pressure(psi) Tinmiaq-6 100 6.38 ConCu_R04_Sta040_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT 2473.72 ft MD 6.38.1 Pressure vs. Time Plot Tool Type: XPT Pretest Type: Volumetric Drawdown Pretest Pretest Status: Valid Test Packer/Probe Type: Standard probe Primary Gauge: QCP Formation Pressure: 991.581 (psi) Last Read Buildup Pressure : 991.581 (psi) Drawdown Mobility: 27.12 (mD/cP) Mud Pressure Before: 1225.997 (psi) Mud Pressure After: 1226.143 (psi) Temperature Before: 81.11 (degF) Temperature After: 80.67 (degF) Pretest Rate: 0.49 (cm3/s) Pretest Volume: 19.77 (cm3) Comments: Stabilized and repeated build-up pressure. Spherical flow identified Pressure vs. Time Plot Run No:4 Test No:96 Probe MD:2473.73ft Probe TVD:2473.12ft 15-Mar-2016 ConocoPhillips Alaska Inc.NPRA ASP4 ConCu_R04_Sta040_ZAIT_GPIT_XPT_HDRS_HGNS_CMRT Tinmiaq-6 Mud Before(1225.997psi)Start Drawdown(992.25psi)Start Buildup(883.58psi)Last Buildup(991.581psi)Mud After(1226.143psi)psicm3degFpsiETIM_XPT (s) 0 100 200 300 400 500 600 700 800 750 800 850 900 950 1000 1050 1100 1150 1200 1250 0 10 20 30 75 76 77 78 79 80 81 82 83 84 85 991.2 991.4 991.6 991.8 QCP(psi), CQG Pressure with Dynamic Compensation CP_HYD(psi), Hydrostatic Sapphire Pressure with Dynamic Compensation PTV_XPT(cm3), XPT Pretest Volume MTEP_QG(degF), CQG Manometer Temperature QCP(psi), CQG Pressure with Dynamic Compensation Tinmiaq-6 101 6.38.2 FRID, Spherical and Radial Specialized Plots Last Buildup Pressure: 991.581 (psi) Extrapolated Pressure: 991.627 (psi) Buildup Mobility: 12.26 (mD/cP) Spherical Slope: -5.61 Actual Spherical Slope on Spherical Derivative: -0.05 Ideal Slope: 0 Actual Spherical Slope on Radial Derivative: -0.47 Ideal Slope: -0.5 Actual Radial Slope on Spherical Derivative: Ideal Slope: 0.5 Last Buildup Pressure: 991.581 (psi) Extrapolated Pressure: Actual Radial Slope on Radial Derivative: Ideal Slope: 0 Horizontal Mobility Thickness: Radial Slope: Flow Regime ID Plot Run No:4 Test No:96 Probe MD:2473.73ft Probe TVD:2473.12ft Delta Time 10 0 10 1 10 2 -110 010 110 210 Spherical Derivative(psi√s)Radial Derivative(psi)Delta Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.5 1.0 0.5 0 910 920 930 940 950 960 970 980 990 Spherical Pressure(psi) Radial Specialized Plot Radial Time Function 2.0 1.5 1.0 0.5 0 910 920 930 940 950 960 970 980 990 Radial Pressure(psi) Tinmiaq-6 102 Section 7 Well and Job Data Tinmiaq-6 103 7 Well and Job Data 7.1 Well Header Tinmiaq-6 104 7.2 Tool String Figure 7 Tool String Tinmiaq-6 105 7.3 Well Sketch Tinmiaq-6 106 7.4 Well Header Table Operational Run Summary Parameter (Unit) R1D1 Date Log Started 14-Mar-2016 Time Log Started 20:54:00 Date Log Finished 15-Mar-2016 Time Log Finished 04:05:58 Top Log Interval (ft) 2473.80 Bottom Log Interval (ft) 3817.50 Total Depth (ft) 4250.00 Max Hole Deviation (deg) 4.16 Azimuth of Max Deviation (deg) 313.36 Bit Size (in) 8.5 Logging Unit Number OSLC-EA 2320 Logging Unit Location Prudhoe Bay Recorded By D. Kasner/ J. Ross/ R. Morrissey / E. Nash Witnessed By Tunde Akindipe Tinmiaq-6 107 Service Order Number Comments XPT Run R1D1 Borehole Fluids Parameter (Unit) R1D1 Type Fluid Coring Fluid Max Recorded Temperature (degF) 107 DegF Source of Sample MWD Salinity (ppm) 19100 Density (lbm/gal) 9.55 Viscosity (s) 72 Fluid Loss (cm3) 3.8 pH 9.9 Date/Time Circulation Stopped 13th March 2016 16:40:00 Date Logger on Bottom 15-Mar-2016 Time Logger on Bottom 04:05:58 Source Rmf Pressed Source Rmc Pressed Rm@Meas Temp (ohm.m@degF ) 0.31@61 Rmf@Meas Temp (ohm.m@degF) 0.26@63.5 Rmc@Meas Temp (ohm.m@degF) 0.36@61 Comments Depth Summary Depth Control Parameters R1D1 Rig Type Arctic Drilling Rig Depth Measured Device R1D1 Type IDW -JA Serial Number 5851 Wheel Correction 1 0 Wheel Correction 2 -4 Tension Device R1D1 Type CMTD-B/A Serial Number NSTAR-01 Logging Cable R1D1 Type 7-48ZA-XXS Serial Number U713094 Logging Cable Length (ft) 20500 Comments Wireline Conveyance Remarks Run Name 4 Remark Line 1 Toolstring run as per toolsketch Remark Line 2 Electronically Releasable Weakpoint run with 12k Max Safe Pull Remark Line 3 TD not tagged as per client request. Remark Line 4 3000 lb overpull off first XPT point Remark Line 5 XPT run with medium hole kit, standard probe, and 4.25R packer Tinmiaq-6 108 7.5 Well Survey Table Figure 8 Survey Top View Figure 9 Survey Side View -25 -20 -15 -10 -5 0 5 10 15 20 25 -25 -20 -15 -10 -5 0 5 10 15 20 25 Survey Top View View Azimuth: 90 S <----> N (ft)W <----> E (ft) 4500 4000 3500 3000 2500 2000 1500 1000 500 0 -2000 -1500 -1000 -500 0 500 1000 1500 2000 Survey Side View View Azimuth: 90 TVD (ft)ft Tinmiaq-6 109 Table 6 Survey Table # MD (ft) Incl (deg) Azim (deg) TVD (ft) North (ft) East (ft) Dep.Azim. (deg) Dog Leg Sev. (deg/100ft) 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 3 27.5 0 0 27.5 0 0 0 0 4 265.31 0.42 22.76 265.31 0.8 0.34 22.76 0.18 5 357.34 0.49 22.21 357.33 1.48 0.62 22.62 0.08 6 448.04 0.38 28.19 448.03 2.1 0.91 23.28 0.13 7 540.12 0.38 13.36 540.11 2.67 1.12 22.76 0.11 8 632.5 0.33 15.93 632.49 3.22 1.26 21.41 0.06 9 816.88 0.44 32.27 816.86 4.33 1.79 22.42 0.08 10 1004 0.68 57.02 1003.98 5.54 3.1 29.23 0.18 11 1189.75 0.7 56.01 1189.71 6.78 4.97 36.24 0.01 12 1375.42 0.87 50.91 1375.36 8.3 7 40.15 0.1 13 1467.95 0.83 47.77 1467.88 9.2 8.04 41.18 0.07 14 1560.92 1.04 53.87 1560.84 10.15 9.22 42.28 0.25 15 1654.41 0.81 56.28 1654.32 11.01 10.46 43.52 0.25 16 1745.93 0.96 47.91 1745.83 11.89 11.57 44.22 0.22 17 1839.46 0.75 73.62 1839.35 12.58 12.73 45.34 0.46 18 1933.5 1.05 59.95 1933.38 13.19 14.07 46.85 0.39 19 2016.02 0.93 63.71 2015.88 13.86 15.33 47.87 0.17 20 2143.66 2.55 340.03 2143.48 16.99 15.28 41.97 2.05 21 2212.06 4.16 313.36 2211.76 20.13 12.96 32.78 3.22 22 2251.2 3.8 311.37 2250.81 21.96 10.96 26.52 0.99 23 2278.37 3.59 308.82 2277.92 23.09 9.62 22.62 0.98 24 2371.3 2.24 292.74 2370.73 25.61 5.68 12.49 1.68 25 2464.35 0.6 244.81 2463.75 26.11 3.56 7.76 2.03 26 2557.4 0.06 202.39 2556.8 25.85 3.1 6.83 0.6 27 2744.67 0.09 339.65 2744.07 25.9 3.01 6.63 0.07 28 2837.82 0.06 327.35 2837.22 26.01 2.96 6.49 0.04 29 2930.43 0.06 135.54 2929.83 26.02 2.97 6.5 0.13 30 3023.12 0.06 7.04 3022.52 26.03 3 6.58 0.12 31 3117.82 0.06 217.7 3117.22 26.04 2.98 6.53 0.12 32 3212.71 0.06 70.65 3212.11 26.02 3 6.57 0.12 33 3305.3 0.09 303.08 3304.7 26.07 2.98 6.52 0.15 34 3398.06 0.09 152.02 3397.46 26.05 2.96 6.47 0.19 35 3490.59 0.06 185.6 3489.99 25.94 2.98 6.56 0.06 36 3583.26 0.06 21.11 3582.66 25.93 3 6.59 0.13 37 3676.38 0.06 234.92 3675.78 25.95 2.97 6.54 0.12 38 3768.92 0.06 121.59 3768.32 25.9 2.98 6.56 0.11 39 3862.69 0.09 251.07 3862.09 25.85 2.95 6.51 0.15 40 3955.23 0.06 39.5 3954.63 25.86 2.91 6.42 0.16 41 4049.03 0.04 282.82 4048.43 25.91 2.91 6.41 0.09 42 4142.16 0.06 210.84 4141.56 25.87 2.85 6.29 0.07 43 4191.88 0.06 159.63 4191.28 25.83 2.85 6.3 0.1 44 4250 0.06 159.63 4249.4 25.77 2.87 6.36 0 Tinmiaq-6 110 Section 8 Literature Tinmiaq-6 111 8 Literature 8.1 Data Processing and Interpretation 8.1.1 Interpretation Methodology and Workflow When the MDT tool sets the probe against the borehole, a short test, which is called a pretest, is conducted to measure formation pressure. Usually up to 20 cm3 of fluid is withdrawn from the formation during the pretest. Pressure data from both drawdown and buildup are continuously acquired for each pretest. For XPT, the volume in pretest chamber is 35 cm3 During the pretest, the formation fluid is withdrawn through the probe into the pretest chamber. This generates a localized f low in the formation that has a pattern essentially spherical in character. The dra wdown pressure depends on the mobility, k/, of the flowing fluid, which is usually mud filtrate from the invaded zone. At the end of the drawdown period, the pretest chamber is full and the buildup period starts. The pressure disturbance contin ues to advance in a pattern similar to the drawdown period because of fluid flowing from the undisturbed part of the formation towar d the low- pressure area near the probe. The pressure measured at the probe rises until it reaches the formation pressure. The time required for this buildup is essentially a function of the formation fluid mobility, producing time and pretest volume. Typical pressure versus time plot of a pretest If the pressure stabilizes within an acceptable time during the buildup, this stabili zed pressure is considered representative of formation pressure, more specifically the pressure of the mobile phase in the reservoir, unless supercharging or tight formation effect s are present. If the pressure does not stabilize, transient analysis of the buildup sometimes may yield a value of the pressure extrapolated to infinite time (p*) but the method should be applied with caution as it could bring to misleading results. Tests are classified as follows: The pretest buildup data can be further analyzed to provide: Tinmiaq-6 112 Derivative analysis is carried out to identify the different flow regimes that may occur during buildup: after the initial co mpressibility effects the pressure disturbance propagates spherically then it becomes hemis pherical when reaching a vertical barrier or radial if reaching two vertical barriers. A time interval for which the derivative of the pressure with respect to the spherical time function has a flat trend should corresponds to the time when the flow is spherical. A time interval with flat derivative of the pressure with respect to the radial time function corresponds to the time when the flow is radial. Theoretical pressure transient propagation during buildup in homogeneous reservoir with two vertical boundaries (top), corresponding derivative response (bottom). Derivative analysis is a powerful way to define representativity of the pressure buildup. Using the derivative analysis the i nterpreter will easily understand if the pressure buildup is repr esentative of real formation flow (in such case derivative is ending after storage “hump”) or if the buildup is not representative and caused by compressibility effects only (derivative ending in the middle of the “hump”). 8.2 Mobility During the drawdown, most of the fluid movement takes place in a small volume immediately surrounding the probe. Thus, steady -state conditions are usually obtained very quickly. Using the spherical flow equation of a slightly compressible fluid in a homog eneous medium, the drawdown mobility, (𝑘 𝜇) 𝑑 could be expressed as follows; (𝑘 𝜇) 𝑑 = (𝐶𝑝𝑓 𝑘 ∆𝑘𝑠𝑠 ) Where: ∆𝑝𝑘𝑘𝐶𝑘𝑑 𝑝 𝑘 𝜇 The drawdown proportionality factor depends on the packer -probe configuration. Common values include: • 5660 MDT conventional, long-nose, standard or reinforced packer • 2395 MDT large-diameter or Martineau probe • 1107 MDT large-area packer • 4857 StethoScope 675 and 825 • 6266 StethoScope 475 As this mobility is mainly that of drilling-damaged zone, it may not be representative of the virgin formation. However, experience Tinmiaq-6 113 indicates that it serves as a good relative indicator of formation mobility. 8.2.1 Drawdown Mobility from a Pretest In order to use the Steady State Drawdown Mobility equation, the pressure at the probe doing the drawdown has to be steady, i .e. not changing with time. This is generally not the case; hence we compute mobility via another method: (𝑘 𝜇) 𝑑 = (𝐶𝑘𝑑 𝑉𝑘 ∑𝑝�ℎ 𝑃�ℎ𝑘�ℎ ) Where: 𝑉𝑘 𝐶𝑘𝑑 ∑𝑝�ℎ 𝑃�ℎ𝑘�ℎ 8.2.2 Supercharging In low-permeability formations, wireline formation pressure measurements are often hampered by the “supercharging’ phenomenon. Supercharging is caused because the permeability of the mudcake is not exactly zero but has some small value. This permeabili ty allows a finite continuous flow of filtrate across the mudcake. In a low-permeability formation, the resistance to fluid flow because of the mudcake can be the same order of magnitude as the resista nce of the formation to accepting fluid. Thus, a standard wireline pressure measurement will not be sufficient to measure the pressure of the virgin formation, because a residual finite pressure difference remains between the formation at the mudcake interlace and th e virgin formation some distance away. Supercharging depends on: Build Up Draw Down Positive increases in pressure before the start of the buildup are not included and negative changes in pressure after the start of buildup are not included Pretest volume White area not included Beginning of the build up Drawdown mobility calculated from this area Hydrostatic before Hydrostatic after Beginning of pretest If build up or build down is steep then a small shift in time will move the top line up or down changing the area that the mobility is calculated from Tinmiaq-6 114 In high permeability formation the difference between mud and formation pressure is dissipated along the mudcake, an d the only problem is to achieve mudcake breaking during pretest. Figure 1.7 illustrates the theoretical situation for low and high permeability formations. Supercharging effect In high mobility formations the fluid leaking through the mudcake dissipates easily with no significant increase in formation pressure. In low- permeability zones the fluid leaking through the mudcake cannot dissipate easily. In this case, the pressure measured immediately behind the mudcake is higher than the true formation pressure. Tinmiaq-6 115 8.3 Derivative Interpretation As in classic pressure transient interpretation, flow regimes from the pretest can be used as a diagnostic tool. Spherical flow: Hemi-spherical flow: Radial Flow: Schematic of Log-Log Pressure Derivative In reality, the derivatives look more like figure 2. p-p@dt=0 (psia) Radial Derivative (psia) Spherical Derivative (psia) TimePressure & Pressurederivative Spherical flow regime is when the derivative of the spherical time function is constant, and the derivative of the raidal time function is -1/2 Spherical Flow Radial Flow Regime Radial flow is when the derivative of the radial time function is constant,and the derivative of the spherical time function is 1/2 During the buildup period, the disturbance propagates spherically and continues in this manner until one impermeable barrier is reached. In high perm areas like the Gulf Coast, this happens so fast that we often don’t see the spherical pressure response First impermeable barrier reached, resulting in hemispherical flow When a second barrier is reached, the hemispherical propagation becomes radial. In formation testing, radial flow might be observed in highly laminated / inter-bedded zones Tinmiaq-6 116 Once the different flow regimes have been identified in the derivative curve, localized mobilities can be estimated using the corresponding specialized plots. These involve plotting the pressure as a function of the spherical and radial time functions. The slopes of the straight-line sections are used to compute the formation parameters such as spherical mobility, the radial mobility-thickness product, and extrapolated pressure at infinite shut-in. However, it is not advisable to compute the mobility or the pi this way. The correct straight-line sections for these specialized plots are the data subsets that exhibit a horizontal line in the derivative curves. The specialized plots shown in figure 3, of the spherical and radial flow show the ideal patterns where spherical and radial flow regimes have been reached during the test. Log-Log Pressure Derivative Radial Specialized Plot Radial Time Function 1.5 1.0 0.5 -0.0 3790 3795 3800 3805 3810 3815 3820 3825 3830 3835 3840 Radial Pressure(psi) Spherical Specialized Plot Spherical Time Function 1.0 0.5 -0.0 3790 3795 3800 3805 3810 3815 3820 3825 3830 3835 3840 Spherical Pressure(psi) Radial & Spherical Specialized Plots Flow Regime ID Plot Run No:2 Test No:3 Probe MD:15101.55ft Probe TVD:8677.82ft Final Delta Time 10 0 10 1 10 2 110 210 Spherical Derivative Radial Derivative Tinmiaq-6 117 8.3.1 Derivative Sensitivity When the permeability is high, the total pressure changes seen during the buildup are small. The derivative calculation becomes more sensitive as the magnitude of the pressure changes get near the resolution of the pressure gauge. The derivative curve may have a wavy appearance. The true shape of the derivatives can become unclear. Good estimates of the extrapolated formation pressure are still possible using simple straight line fit to the time function plots. Permeability estimates will be reasonable if the straight line fits reflects the true flow regime. When the permeability becomes too high for the gauge to properly resolve the resulting small pressure changes, the derivative computation becomes so unstable that flow regime recognition becomes impossible. A simple straight line fit on the time function plots will yield good extrapolated pressures. But the permeability estimate may be too high. This is because the pressure changes are less than or approaching the gauge resolution, making the slope of the buildup inaccurate. Radial Derivative Spherical DerivativePressure Time High Permeability and Mild Instability Radial SphericalTimePressure DerivativeHigh Permeability and Derivative Instability Tinmiaq-6 118 8.4 Gradient Error Interpretation 8.4.1 R2 value Pressure gradients are interpreted by fitting a straight line through the Final Buildup Pressure vs. True Vertical Depth plot. The gradient is then evaluated for straight line fit from the R2 value. If the R2 value is close to 1, the assumption is the gradient is valid. However the problem with just evaluating the gradient with R2 value alone is it does not rigorously verify if a straight line model is appropriate. This is particularly true in cases where a compositional gradient occurs due to gravity segregation. The solution to this is the goodness of fit test (Chi2 test). 8.4.2 Goodness of fit test (Chi2 test)1. This tests the underlying distribution of the measured data to that of the model. In linear regression, the underlying assumption is that measured data comes from a normally distributed population. If the measured data is not normally distributed, then fitting a straight line to measured data may not be valid. The approach is to calculate a weighted Chi2 error of the fit to the model; given specific input vales of the expected standard deviation of the pressure measurements and the difference between the observed and modeled pressure data. 𝐶𝑔ℎ2 = ∑⟦(𝑥�ℎ𝑘𝑏𝑘−𝑥�ℎ𝑘𝑘𝑑𝑑𝑘)2 ⟧𝑘�ℎ 𝜌𝑘𝑘𝑘𝑑𝑘𝑘𝑘𝑘𝑑2 𝜌𝑘𝑘𝑘𝑑𝑘𝑘𝑘𝑘𝑑2 =𝜌𝑘𝑘𝑑𝑘𝑘𝑘𝑘𝑑2 +𝛾2𝜌𝑑𝑑𝑘𝑘�2 𝑃(𝐶𝑔ℎ2)=𝐺𝑎𝑘𝑘𝑎𝑃[𝑘−2,𝐶𝑔ℎ2 2 ] Where 𝑥�ℎ𝑘𝑏𝑘 = measured pressure 𝑥�ℎ𝑘𝑘𝑑𝑑𝑘 = calculated pressure from linear regression 𝜌𝑘𝑘𝑘𝑑𝑘𝑘𝑘𝑘𝑑2 = expected standard deviation of pressure gradient 𝜌𝑘𝑘𝑑𝑘𝑘𝑘𝑘𝑑2 = pressure measurement repeatability 𝜌𝑑𝑑𝑘𝑘�2 = depth measurement repeatability 𝛾𝑦2 = computed pressure gradient From practical experience and data testing, this then leads to initial definitions of various values for Q, which can be used to assess the goodness of fit to the model as follows: Chi2< 1E-6 = unacceptable or not possible Chi2> 1E-6 = marginal fit Chi2>0.1 = probably fit Chi2>0.9 = good fit 1 R.R. Jackson, A. Carnegie, and F.X Dubost. “Pressure Measurement and Pressure Gradient Analysis: How Reliable for Determining Fluid Density and Compositional Gradients?”, August 2007 Tinmiaq-6 119 8.4.3 Regression Error Regression Error or the statistical error is the actual error computed from the straight line model of our measured data. First, the Standard Error (SE) of the slope is calculated as: 𝑆𝐸=√ 1 𝑘−2 ∑[𝑥�ℎ−𝑥̂�ℎ]2𝑘�ℎ ∑[𝑥�ℎ−𝑥̅]2𝑘�ℎ Where 𝑥�ℎ= measured pressure 𝑥̂�ℎ= calculated pressure from linear regression 𝑥�ℎ= measured depth 𝑥̅�ℎ = average of all measured depth n = number of measurement The error bounds for the pressure gradient can be calculated to a specified probability . The t-value of the student t-distribution is then calculated as: 𝑝−𝑝𝑎𝑘𝑝𝑒=𝑆�ℎ𝑘𝑝 〈α,n −2〉 Tinv= Inverse student’s t-function with a probability of and a degree of freedom of n-2 The error associated with any gradient computation is then: 𝑆.𝐸∗𝑝−𝑝𝑎𝑘𝑝𝑒 8.4.4 Theoretical Error2 An expected error can be computed for any pressure gradient assuming that the data is uniformly distributed over the test int erval. The expected error can be simulated using a Monte Carlo simulation by assuming depth repeatability and a pressure repeatability. Alternatively, an expression for the simulated error can derived as: 𝜌𝑦=1 �√12(𝑘−1) 𝑘(𝑘+1) √𝜌𝑘2 +𝛾2 𝜌𝑦2 Where: 𝜌𝑦= simulated standard error 𝜌𝑘2 = pressure measurement repeatability 𝜌𝑦2 = depth measurement repeatability 𝛾𝑦2 = computed pressure gradient n = number of pressure measurement h= difference between the maximum and minimum depth The associated error bound can also be calculated as 𝜌𝑦× 𝑝−𝑝𝑎𝑘𝑝𝑒 2 C.S. Kabir, J.J Pop. “How Reliable is Fluid Gradient in Gas/Condensate Reservoirs?” SPE paper 99386 presented at the SPE Gas Technology Symposium, Calgary, 15-17 May 2006. Tinmiaq-6 120 8.4.5 Error Analysis The two errors, regression error and the theoretical error, can be compared and the following conclusions made: 8.4.6 Excess Pressure According to Alton Brown3, excess pressure is the pressure left after subtracting the weight of a fluid from the total pressure. The total pressure is the gauge pressure measured at a particular depth, while the weight is computed from an arbitrary pressure depth gradient line. The difference between the total pressure and the weight give subtle differences caused by density variations, pressure barriers, capillary pressure or supercharging. The rationale behind the method is that the resolution of the quartz pressure gauge is 0.03 psi; therefore a pressure change of 1 psi or less can easily be resolved. Excess pressure is directly a function of the pressure. To compute the excess pressure, a reference depth and reference pressure is chosen. Typically this would be in the water leg or the zone with the highest fluid density as there will be less error. A pressure trend is assumed (diagonal line on the right) and from this the excess pressure is then calculated from the assumed fluid density to the measured pressure. A near vertical excess pressure line means that all the measured pressures are of the same density. Deviation trends as in figure 4 typically indicate changes in fluid density, step changes are indicative of compartmentalization and outliers can indicate capillary pressures variations or supercharging. Excess pressure can be written in quantitative form as (Hubert, 1956): 𝐸𝑥𝑐𝑒𝑝𝑝 𝑝𝑝𝑒𝑝𝑝𝑝𝑝𝑒= 𝜎 𝑖 𝑥+𝑃𝑘 Where: 𝜎 = density of the assumed fluid 𝑖 = pressure gradient of fluid having 1 g/cm3 𝑃𝑘 = measured pressure at depth 𝑥 3 Brown, A. “Improved Interpretation of Wireline Pressure Data”, February 2003, AAPG Bulletin, v. 87, No.2, p. 295-311 Hubbert, M. K., “Darcy’s law and the field equations of the flow of underground fluids”, 1956, Petroleum Transactions of the American Institute of Mining Engineers, v. 207, p. 222 –239. Pressure vs. Depth on the left converted to excess pressure on the right Tinmiaq-6 121 Thank you for calling Schlumberger Weatherford SLS Final Well Report Prepared By Douglas Bower Ti miaq 6 March 2016 ConocoPhillips Alaska, Inc. Prepared by Weatherford SLS Page 1 Prepared by: Douglas Bower of Weatherford SLS FINAL WELL REPORT TIMIAQ 6 CONOCOPHILLIPS ALASKA, INC. Prepared by Weatherford SLS Page 2 FINAL WELL REPORT TIMIAQ 6 CONOCOPHILLIPS ALASKA, INC. TABLE OF CONTENTS 1. Introduction .................................................................................................................................................................. 3 1a. Introduction .......................................................................................................................................................... 3 1b. Well Objectives .................................................................................................................................................... 3 1c. Data Acquisition Program ................................................................................................................................... 3 1d. Well Location ....................................................................................................................................................... 4 1e. Well Information ................................................................................................................................................. 5 1f. Mudlogging Services ........................................................................................................................................... 6 1h. Formation Tops ................................................................................................................................................... 7 1i. Daily Summary .................................................................................................................................................... 8 1j. Days/Depth Chart ................................................................................................................................................ 9 2. Section Geology ........................................................................................................................................................ 10 2a. Surface Section ................................................................................................................................................. 10 2b. Intermediate Section to Falcon core stop point ....................................................................................................... 16 2c. Falcon through WIllow Section To TD ..................................................................................................................... 19 3. Gas Data ................................................................................................................................................................... 25 3a. Formation Gas Data ................................................................................................................................................ 25 3b. Gas Events table ..................................................................................................................................................... 26 3c. Connection Gas Table ............................................................................................................................................. 27 4. Drilling & Mud Parameters ........................................................................................................................................ 29 4a. Drilling Parameters Table ........................................................................................................................................ 29 4b. Daily Mud Data Table .............................................................................................................................................. 30 4c. Bit Record ................................................................................................................................................................ 31 5. Surveys ..................................................................................................................................................................... 32 6. Reports ...................................................................................................................................................................... 33 6a. Morning reports ....................................................................................................................................................... 33 6b. Show Reports .......................................................................................................................................................... 47 6c. Pixler Plot Reports ................................................................................................................................................... 49 7. Samples Inventory Records ...................................................................................................................................... 51 7a. Isotube sample inventory Records .......................................................................................................................... 51 7b. Cuttings Sample Record .................................................................................................................................... 58 Prepared by Weatherford SLS Page 3 1. Introduction 1A. INTRODUCTION Ti miaq 6 is the second of two planned exploration wells for the 2016 winter drilling season. Both wells will be located west of the Alpine field in the Greater Mooses Tooth Unit (GMTU) within the National Petroleum Reserve Alaska (NPR-A).The purpose of these wells is to evaluate the Brookian Nanushuk Willow sand that is prognosed to be similar to the Brookian Nanushuk sand that was encountered previously in 2002 by the Hunter-A well. This well will have a full log evaluation with pressure tests, but no conventional core or well test as on Ti miaq 2. This must be accomplished during a limited window of time known as exploration season where the location is only accessible from an ice road connected to the existing infrastructure at Alpine and the well is drilled from an ice pad. 1B. WELL OBJECTIVES The objectives for Ti miaq 6 are as follows: - Drill the well safely without injuries or environmental incidents - Drill the well within budget and on schedule - Penetrate the Brookian Nanushuk Willow sand target and leave enough rat hole to fully image & evaluate all potential reservoir sections - Determine hydrocarbon presence from cuttings, drilling mud shows, and LWD/wireline logs - Evaluate the Willow sand through data acquisition to determine the presence, quantity, quality, depositional setting, and hydrocarbon characteristics of the reservoir. 1C. DATA ACQUISITION PROGRAM - Mud gas/isotope data - Cuttings Evaluation - Conventional Coring Run - Wireline Logs o Triple Combo o NMR o Dipole Sonic o Triaxial Induction Resistivity o Image Log o Pressure Tests o VSP o Rotary Sidewall cores Prepared by Weatherford SLS Page 4 1D. WELL LOCATION Ti miaq 6 will be located on an ice pad constructed at mile 35 of a 35 mile ice road that extends west from the Alpine Ice Road. Prepared by Weatherford SLS Page 5 1E. WELL INFORMATION Well Name Ti miaq 6 Operator ConocoPhillips Alaska, Inc. Type of Well Exploration Primary Target Brookian Nanushuk Willow Sand State, Country Alaska, USA Surface Hole Location Merid UMIAT, T10N, R1W, Section 10 FNL 1522’ FWL 1394’ Total Depth 4250’ MD/4249.4’ TVD Bottom Hole Location Merid UMIAT, T10N, R1W, Section 10 FNL 1548’ FWL 1397’ Drilling Contractor Doyon Drilling, Inc. Rig Name Doyon 141 Drilling Supervisors Dave Coates, Robert Wall, Andy Lundale, & Bob Finkbiner Operations Geologist Tiffany Piercey Project Geologist Heather Perfetta Wellsite Geologists Ben Gross (ConocoPhillips) & Barry Wright (Waters Petroleum Advisors) RKB Height 28’ KB 128’ Spud Date/Time March 4th, 2016/ 0415 Hours TD Date/Time March 13th, 2016/ 1350 Hours Prepared by Weatherford SLS Page 6 1F. MUDLOGGING SERVICES Mudloggers Douglas Bower & Jennifer Anderson Sample Catchers Kevin Smerud & Jerrome Hibl Gas Detector TookeDAQ Total Gas/Chromatograph System Catalytic Combustion Detector (CCD) Total Gas Calibrated with 1% Methane=100 units=10000ppm Chromatograph Calibrated with 0.75% C1-C4 Combination Test gas (C1-C4) – 0.75% gas=75 units= 7500ppm Gas Trap TookeDAQ Gas Agitator placed in possum belly of drilling rig Logging Software Well Wizard Version 6.0.4 Drilling Parameters WITS feed from NOV Rig Sense, Quadco LWD Data Schlumberger Mud Data Mi SWACO 1f.1. Sampling Program • Washed & Air Dried from Spud-TD (2 sets) o 30’ Samples from Spud to the top of the Willow Sands o 10’ Samples in secondary target (SB Yellow), Willow Sands to TD, and across all show intervals • Washed & Oven Dried from Spud-TD (5 sets) o 30’ Samples from Spud to the top of the Willow Sands o 10’ Samples in secondary target (SB Yellow), Willow Sands to TD, and across all show intervals • Isotubes (1 set) o 500’ interval from spud to Surface casing o 30’ interval from surface casing to SB Yellow & from base secondary target to target zone o 10’ interval from SB Yellow to base secondary target, from top of target zone to TD, & across all show intervals • Unwashed & Wet USGS (1 set) o 30’ interval samples from spud to Surface casing for USGS Prepared by Weatherford SLS Page 7 1H. FORMATION TOPS Top/Marker Prog MD Prog TVD Prog TVDSS Actual MD Actual TVD Actual TVDSS Low (+) / High (-) Base Permafrost 777’ 777’ -649’ 832’ 832’ -704 55 Surface TD 2109’ 2109’ -1981’ 2090’ 2090’ -1962’ -19 K3 2359’ 2359’ -2231’ 2349’ 2349’ -2221’ -10 Sequence 97 2939’ 2939’ -2811’ 2906’ 2906’ -2778’ -33 Sequence 93 3224’ 3224’ -3096’ 3189’ 3189’ -3061’ -35 SB Yellow/Top Falcon 3414’ 3414 -3286’ 3373’ 3373’ -3245’ -41 Base Falcon 3549’ 3549 -3421’ 3520’ 3520’ -3392’ -29 Res Kick 3697’ 3697’ -3569’ 3670’ 3670’ -3542’ -27 Top Willow 3769’ 3769’ -3641’ 3737’ 3737’ -3609’ -32 Base Willow 3875’ 3875’ -3747’ 3859’ 3859’ -3731’ -16 TD 4828’ 4828’ -4700’ 4250’ 4249’ -4122’ -578 Prepared by Weatherford SLS Page 8 1I. DAILY SUMMARY Date Midnight Depth (MD) Activity/Operation 3/3/2016 N/A Flew from Anchorage and arrived at Ti miaq 6 pad at 1630 hours. Mudlogging unit was powered on by rig electrician at 1715 hours and equipment was unpacked and allowed to warm up. Gas lines were run at 1730 hours. 3/4/2016 819’ Equipment had warmed up enough to safely power on around 0015 hours. Calibration was done on TookeDAQ gas detector at 0400 hours. Ti miaq 6 spud at 0415 hours & Weatherford SLS began logging at 103’ MD. Drilled to 260’ MD & TOOH at 0714 hours to pick up MWD tools. Waited on weather conditions. Resumed drilling surface section at 1445 hours. Drilled ahead in the surface section to a midnight depth of 819’ MD. 3/5/2016 2090’ Drilled ahead in the surface section from 819’ MD to surface TD @ 2090’ MD. Surface section TD reached at 1953 hours. TOOH for surface casing run. 3/6/2016 2090’ Finish TOOH. Laid down BHA. Rigged up CRT to run surface casing. Surface casing set & cemented at 2080’ MD. Began rigging down diverter. 3/7/2016 2090’ Finished rigging down diverter and installed wellhead. N/U BOPE stack and test. 3/8/2016 2621’ Picked up intermediate BHA. TIH and test casing. Drilled out casing shoe and 20’ of new hole for FIT. Displaced 10.5 ppg KLA-Shield with 9.5 KLA-Shield. Drilling ahead at 1203 hours towards core stop point. 3/9/2016 3377’ Continued drilling ahead towards core stop point. Reduced ROP at 3350’ and increased cuttings sampling interval. Sandstone & drilling break observed at 3377’ MD and that is where core stop point was called. TOOH for coring assembly. Laid down BHA and picked up coring BHA. 3/10/2016 3407’ Trip in hole. Mud switched from 9.5 ppg Kla-Shield to 9.5 ppg Low-Invasion Coring Fluid. Weatherford deuterium tracer added to mud system and circulated through to homogenize. Began coring at 1346 hours. 3/11/2016 3477’ Continue coring run. TD Coring run at 3477’ MD at 2235 hours. TOOH with coring assembly. 3/12/2016 3597’ Finish TOOH with Coring assembly. Laid down & processed core. Pick up BHA #4 to drill to TD. Resumed drilling at 2000 hours. 3/13/2016 4250’ Drilled ahead to TD at 4250’ MD at 1350 hours. Pumped sweep and circulated until shakers cleaned up. TOOH & Laid down BHA. 3/14/2016 4250’ Test BOPE. Rig up Schlumberger Wireline for Run #1. 3/15/2016 4250’ Continue wireline run #1. Finish run #1 & rig up run #2. SWC tool failed. Troubleshoot repair tool at surface. RIH and resume run #2. 3/16/2016 4250’ Continue wireline run #2. Finish Run # 2 SWC. Rig up run #3. Finish run #3 and pick up cleanout BHA. TIH with cleanout assembly. 3/17/2016 4250’ Circulate hole clean with cleanout assembly. TOOH for 7” casing run. Prepared by Weatherford SLS Page 9 1J. DAYS/DEPTH CHART 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 3-Mar-164-Mar-165-Mar-166-Mar-167-Mar-168-Mar-169-Mar-1610-Mar-1611-Mar-1612-Mar-1613-Mar-1614-Mar-1615-Mar-1616-Mar-1617-Mar-16Measured Depth (ft)Days vs. Depth Chart Midnight Depth (MD in ft.) Prepared by Weatherford SLS Page 10 2. Section Geology 2A. SURFACE SECTION The surface section was drilled from 103’ to 2090’ MD with a 10.5 ppg water based mud (Kla-Shield). This change in the drilling mud made a large difference in the amount of clay observed at the surface and in cutting samples. Significantly less clay was seen on this surface section when compared to Ti miaq 2 where the surface section was drilled with a water based spud mud. Also different between the surface section of Ti miaq 6 and Ti miaq 2 was the amount of sandstone encountered. On Ti miaq 2 there was less than 150’ of sandstone seen between 1050’ MD and 1290’ MD, but on this well the cutting samples were predominately sandstone from 1120’ MD to 1420’ MD. During the sandstone section on this well there were very hard stringers caused by calcite cementation. These stringers were observed in cuttings and by reduced ROP. The surface section was cased with 9 5/8” 40#, L-80, BTCM casing which was set at 2080’ MD and cemented. This section was predominately claystone (hydrophilic & silty) interbedded with siltstone with a couple small coal stringers observed and contained a large sandstone section from 1120’ MD to 1420’ MD. Depth (MD ft.) Formation Type Description 103- 130 100% Clay Clay- dark to medium gray, soft, trace organic material. 130- 160 60% Clay, 40% Gravel Clay- tan to medium brown, some gray, soft, trace organic material. Gravel- tan, firm to hard, blocky. Trace Bentonite- white. 160- 190 90% Clay, 10% Silt Claystone- gray, soft, silty. 190- 220 90% Claystone, 10% Gravel Claystone- gray, soft, silty in parts. 220- 250 100% Claystone Claystone- gray, soft, amorphous, slightly silty. 250- 280 90% Claystone, 10% Silt Claystone- gray, soft, amorphous to blocky, slightly silty. 280- 310 90% Claystone, 10% Silt Claystone- gray, soft, amorphous to blocky, slightly silty. 310- 340 90% Claystone, 10% Silt Claystone- gray, soft, amorphous to blocky, slightly silty, scattered mica. Trace Bentonite- white, scattered mica. 340- 370 60% Claystone, 40% Gravel Claystone- gray, soft, amorphous to blocky, slightly silty. Trace Bentonite- white, scattered mica. Gravel- dark gray, hard. 370- 400 60% Siltstone, 40% Claystone Siltstone- dark gray to gray, firm to hard, interbedded with Claystone- gray, soft, amorphous to blocky, slightly silty. Trace Bentonite- white. 400- 430 60% Claystone, 40% Siltstone Claystone- gray, dark gray, soft to slightly firm, blocky to platey, slightly silty. Trace Bentonite- white, scattered mica. Siltstone- dark gray, firm to hard. 430- 460 80% Claystone, 20% Siltstone Claystone- gray to dark gray, soft to firm, blocky to platey, slightly silty. Siltstone- dark gray, trace gray, firm to hard. 460- 90% Claystone, Claystone- gray, soft, blocky to platey, slightly silty, scattered mica. Trace Prepared by Weatherford SLS Page 11 490 10% Silt Bentonite- white, scattered mica. 490- 520 60% Claystone, 40% Siltstone Claystone- gray to dark gray, blocky, slightly silty, trace bentonite. Siltstone- medium to dark gray, scattered light gray, soft, moderately sorted, poorly consolidated. 520- 550 100% Claystone Claystone- gray to dark gray, soft to slightly firm, amorphous to blocky, slightly silty. 550- 580 100% Claystone Claystone- gray to dark gray, soft to slightly firm, amorphous to blocky, slightly silty. 580- 610 100% Claystone Claystone- gray to dark gray, soft to slightly firm, amorphous to blocky, slightly silty. 610- 640 90% Claystone, 10% Siltstone Claystone- gray, brown, soft, amorphous, hydrophilic. Siltstone- medium brown to dark gray, soft, moderately sorted. 640- 670 80% Claystone, 20% Siltstone Claystone- gray, brown to dark brown, soft to slightly firm, amorphous, blocky to platey. Siltstone- medium brown to gray, firm to hard. 670- 700 80% Claystone, 20% Siltstone Claystone- gray, brown to dark brown, soft to slightly firm, amorphous, blocky to platey, trace bentonite. Siltstone- medium brown to gray, firm to hard. 700- 730 60% Claystone, 40% Siltstone Claystone- gray to dark brown, soft to slightly firm, amorphous, moderately hydrophilic. Siltstone- medium gray to dark gray, soft, poorly consolidated. 730- 760 70% Sandstone, 30% Siltstone Sandstone- light gray to gray, some white, soft, occasionally hard, fine to very-fine grained, sub-rounded, moderately well sorted, calcareous cement, moderate to good consolidation, trace carbonaceous specks. Siltstone- brown to gray, dark brown, soft, poor to moderate consolidation, very calcareous. 760- 790 60% Siltstone, 20% Sandstone, 10% Claystone, 10% Coal Siltstone- brown to gray, dark brown, soft, moderately sorted, poorly consolidated. Sandstone- light gray to gray, firm, very-fine grained, sub- rounded, moderately well sorted, moderately consolidated, trace carbonaceous specks. Claystone- gray to brown, soft, hydrophilic. Coal- black, very firm, blocky, cleating fractures. 790- 820 60% Sandstone, 30% Siltstone, 10% Claystone Sandstone- light gray to white, some clear, firm, moderately sorted, very-fine grained, sub-rounded, calcareous cement, moderate to good consolidation, trace carbonaceous specks. Siltstone- brown to dark brown, soft, poorly consolidated, slightly clay bound. 820- 850 60% Siltstone, 30% Sandstone, 10% Claystone Siltstone- brown to dark brown, soft to slightly firm, moderate-poor cons. Sandstone- light gray to white, firm to soft, very-fine grained, sub-rounded, moderately sorted, trace carbonaceous specks. Claystone- gray soft, hydrophilic. 850- 880 60% Claystone, 30% Siltstone, 10% Sandstone Claystone- gray soft, hydrophilic. Siltstone- brown to dark brown, soft to slightly firm, moderate to poor consolidation. Sandstone- light gray, firm to soft, very-fine grained, moderately sorted. 880- 910 90% Claystone, 10% Siltstone Claystone- gray, dark brown, soft to slightly firm, amorphous, slightly hydrophilic. Siltstone- brown to dark brown, soft, poorly consolidated. 910- 940 60% Siltstone, 40% Claystone Siltstone- brown to dark brown, moderately sorted, poor to moderately consolidated, trace carbonaceous specks. Claystone- gray, dark brown, soft to slightly firm, moderately hydrophilic. Prepared by Weatherford SLS Page 12 940- 970 90% Claystone, 10% Siltstone Claystone- dark brown, gray, soft to slightly firm, amorphous, slightly hydrophilic, silty. 970- 1000 40% Claystone, 40% Sandstone, 20% Siltstone Claystone- dark brown to brown, soft, amorphous, hydrophilic, silty. Sandstone- light gray to white, some clear, slightly firm, very-fine grained, sub-rounded, moderately well sorted, moderately consolidated. Siltstone- brown to dark brown, soft, moderately sorted, moderately consolidated. 1000- 1030 60% Claystone, 40% Siltstone Claystone- dark brown to brown, soft to slightly firm, amorphous, moderately hydrophilic. Siltstone- brown to dark brown, some gray, soft, moderately sorted, moderately consolidated, some Sandstone. 1030- 1060 40% Claystone, 40% Siltstone, 20% Sandstone Claystone- dark brown to brown, soft to slightly firm, amorphous, moderately hydrophilic. Siltstone- brown to dark brown, some gray, soft, moderately sorted, moderately consolidated. Sandstone- light gray to white, some clear, slightly firm, very-fine grained, sub-rounded, moderately well sorted, moderately consolidated, trace carbonaceous specks. 1060- 1090 40% Siltstone, 40% Sandstone, 20% Claystone Siltstone- brown to dark brown, soft, moderately sorted, moderate to poor consolidation, very calcareous. Sandstone- light gray to white, some clear, slightly firm to hard, very-fine grained, sub-rounded to sub-angular, moderately well sorted, good consolidation, calcareous cement. Claystone- gray to brown, soft, hydrophilic. 1090- 1120 90% Claystone, 10% Coal Claystone- dark brown, soft to slightly firm, amorphous to blocky, scattered bentonite. Coal- black, very firm, blocky, cleating to angular fractures. 1120- 1150 80% Sandstone, 20% Claystone Sandstone- light gray to white, scattered clear, soft, some slightly firm, very- fine grained, sub-rounded, moderately sorted, poorly consolidated to unconsolidated, very argillaceous. Claystone- gray to light brown, soft, hydrophilic. 1150- 1180 80% Sandstone, 10% Claystone, 10% Siltstone Sandstone- light gray to white, some clear, occasionally tan, soft to slightly firm, very-fine grained, sub-rounded to sub-angular, moderately well sorted, very argillaceous, trace carb specks. Claystone- light gray to gray, soft, hydrophilic. Siltstone- dark brown to dark gray, slightly firm, blocky, moderately well sorted. 1180- 1210 70% Sandstone, 30% Claystone Sandstone- light gray to white, scattered clear, soft, very-fine grained, sub- rounded, moderately sorted, very argillaceous, trace Shale. Claystone- dark brown to dark gray, slightly firm to soft, amorphous to blocky, moderately hydrophilic. 1210- 1240 70% Sandstone, 30% Claystone Sandstone- light gray to white, scattered clear, soft, very-fine grained, sub- rounded, moderately sorted, very argillaceous, trace Shale. Claystone- dark brown to dark gray, slightly firm to soft, amorphous to blocky, moderately hydrophilic. 1240- 1270 70% Sandstone, 20% Siltstone, 10% Claystone Sandstone- light gray to white, clear, slightly firm to hard, very-fine grained, angular to sub-rounded, moderately sorted, clay matrix, moderately well consolidated, trace calcite stringers, scattered glauconite and mica. Siltstone- gray, soft, moderately sorted, clay matrix. Claystone- light gray to gray, soft, hydrophilic. 1270- 80% Sandstone, Sandstone- light gray to light green, clear to white, soft to firm, very-fine Prepared by Weatherford SLS Page 13 1300 20% Claystone grained, angular to sub-rounded, moderately sorted, clay matrix, calcareous cement in parts, poor to moderately consolidated, glauconitic, scattered carbonaceous specks, scattered mica, silty in parts. Claystone- gray, soft, hydrophilic, silty. 1300- 1330 80% Sandstone, 20% Claystone Sandstone- light gray to light green, clear to white, soft to firm, very-fine grained, angular to sub-rounded, moderately sorted, clay matrix, calcareous cement in parts, poor-moderately consolidated, glauconitic, scattered carbonaceous specks, scattered mica, trace lithic fragments. Claystone-gray, soft, hydrophilic, silty to sandy. 1330- 1360 50% Sandstone, 30% Siltstone, 20% Claystone Sandstone- light gray to white, clear, light green in parts, soft to firm, very-fine grained, angular to sub-rounded, poor to moderately sorted, clay matrix, some calcareous cement, poor to moderately consolidated, glauconitic, scattered carbonaceous specks, scattered mica, trace pyrite, trace lithic fragments. Siltstone- gray to brown, soft, moderately sorted, clay matrix, scattered carbonaceous specks, trace pyrite. Claystone- gray, soft, interbedded with sandstone & siltstone. 1360- 1390 90 % Sandstone, 10% Claystone Sandstone- light gray to white, clear to light green, soft to hard, very-fine grained to silt, angular to sub-rounded, poor to moderately sorted, clay matrix, some calcareous cement, poor to moderately consolidated, glauconitic, trace carbonaceous specks, scattered mica, silty. Claystone- gray, soft. 1390- 1420 100% Sandstone Sandstone- light gray to white, clear, light green, soft to hard, very-fine grained to silt, angular to sub-rounded, moderately sorted, clay matrix, some calcareous cement, moderately consolidated, glauconitic, scattered mica. 1420- 1450 60% Siltstone, 30% Sandstone, 10% Claystone Siltstone- gray, some dark gray to brown, soft, moderately sorted, moderately consolidated, clay matrix, non-calcareous. Sandstone- light gray to white, light green, clear, soft to hard, very-fine grained to silt, angular to sub- rounded, poor to moderately sorted, clay matrix, some calcareous cement, moderately consolidated, glauconitic, trace mica, silty. Claystone- gray, soft, silty. 1450- 1480 50% Siltstone, 40% Sandstone, 10% Claystone Siltstone- gray, gray to brown, soft, moderately sorted, moderately consolidated, clay matrix. Sandstone- light gray to white, clear, light green, soft to hard, very-fine grained to silt, angular to sub-rounded, moderately sorted, clay matrix, calcareous cement in parts, moderately consolidated, glauconitic, trace mica, scattered carbonaceous specks. Claystone- gray, soft, silty. 1480- 1510 60% Claystone, 40% Siltstone Claystone- gray, soft, amorphous, silty, hydrophilic. Siltstone- gray, gray to tan, some dark gray, soft, moderately sorted, moderately consolidated, clay matrix, sandy in parts. 1510- 1540 60% Claystone, 40% Siltstone Claystone- gray, soft, amorphous, silty, hydrophilic. Siltstone- gray to light gray, gray to tan, soft, moderately sorted, moderately consolidated, clay matrix, very slightly sandy. 1540- 1570 70% Claystone, 30% Siltstone Claystone- gray, soft, amorphous to blocky, silty, hydrophilic. Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix. Prepared by Weatherford SLS Page 14 1570- 1600 90% Claystone, 10% Siltstone Claystone- gray, soft, amorphous, hydrophilic, interbedded with Siltstone- gray, trace pyrite. 1600- 1630 70% Siltstone, 30% Claystone Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix, trace carbonaceous specks, trace calcite. Claystone- gray, soft, hydrophilic, silty. 1630- 1660 80% Siltstone, 20% Claystone Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix, trace carbonaceous specks, scattered glauconite, trace calcite. Claystone- gray, soft, hydrophilic, silty. 1660- 1690 80% Siltstone, 20% Claystone Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix, trace carbonaceous specks, scattered glauconite, trace calcite. Claystone- gray, soft, hydrophilic, silty. 1690- 1720 60% Siltstone, 40% Claystone Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix, trace carbonaceous specks, scattered glauconite. Claystone- gray, soft, hydrophilic, silty. 1720- 1750 80% Siltstone, 20% Claystone Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix, scattered glauconite, trace carbonaceous specks. Claystone- gray, soft, hydrophilic, silty. 1750- 1780 50% Claystone, 50% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix, trace glauconite, trace calcite. 1780- 1810 70% Claystone, 30% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix. 1810- 1840 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix. 1840- 1870 90% Claystone, 10% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix. 1870- 1900 90% Claystone, 10% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix. 1900- 1930 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray, brown, soft, moderately sorted, moderate to poor consolidation, clay matrix trace ash. 1930- 1960 70% Claystone, 30% Siltstone Claystone- gray, soft to slightly firm, hydrophilic, silty. Siltstone- gray to brown, soft to slightly firm, moderately sorted, moderately consolidated, clay matrix, trace ash, scattered sandstone. 1960- 1990 60% Claystone, 30% Siltstone, 10% Sandstone Claystone- gray, dark brown, soft, hydrophilic. Siltstone- gray to dark brown, soft to slightly firm, moderately sorted, moderately consolidated, clay matrix, trace ash. Sandstone- light gray, gray, occasionally brown, very-fine grained, sub-rounded, moderately sorted, moderately consolidated. 1990- 2020 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- predominately brown, gray to light gray, soft, moderately sorted, moderately consolidated, clay matrix. 2020- 2050 60% Claystone, 40% Siltstone Claystone- gray, soft to slightly firm, hydrophilic, silty. Siltstone- brown to dark brown, scattered gray to light gray, moderately sorted, moderately consolidated, clay matrix, moderately calcareous. 2050- 2080 80% Claystone, 20% Siltstone Claystone- gray to dark brown, soft to slightly firm, hydrophilic, silty. Siltstone- brown to dark brown, soft to moderately firm, moderately sorted, moderately Prepared by Weatherford SLS Page 15 consolidated, clay matrix. 2080- 2090 70% Claystone, 30% Siltstone Claystone- gray to dark brown, soft to slightly firm, hydrophilic, silty. Siltstone- brown to dark brown, soft to moderately firm, moderately sorted, moderately consolidated, clay matrix. Prepared by Weatherford SLS Page 16 2B. INTERMEDIATE SECTION TO FALCON CORE STOP POINT The intermediate section was drilled from 2090’ to 3377’ MD with a 9.5 ppg water based mud(Kla- Shield). A sandstone section was observed from 2140’ to 2230’ MD that was composed of very-fine to silt sized grains and was very soft with poor consolidation. There was also no evidence of any hydrocarbons in this sandstone section. From 2230’ to 2320’ MD the cuttings were predominately siltstone interbedded with claystone. At 2350’ MD the sample contained 10% sandstone which did have trace free oil, spotty yellow fluorescence, and an immediate bright blue/white milky cut with a yellow/green residue ring. Another sandstone section was then observed from 2440’ to 2680’ MD. The cutting sample at 2470’ did contain trace free oil and patchy yellow fluorescence with a good blue/white milky cut, but that was the only sample throughout the section that showed good signs of hydrocarbons. There was a third sandstone section then observed at 2740’ to 2800’ MD that was soft, very-fine grained, and had no signs of hydrocarbons. At 3350’ MD we began to slow down ROP to 50’/hour and catching 10’ samples in order to catch a good core stop point for coring the falcon. We drilled at this rate until 3370’ MD when we circulated bottoms up. The bottoms up sample did not contain any evidence of sand for calling a good core stop point so we time drilled 20’/hour to 3377’ MD when a drilling break was noticed and circulated bottoms up once again. During the time drilling interval, samples were caught every foot to ensure that any sign of sand that would indicate the top of the Falcon was not missed. At 3377’ MD the bottoms up sample did contain approximately 50% sandstone and core stop point was called. Depth (MD ft.) Formation Type Description 2090- 2110 90% Cement, 10% Siltstone Poor Sample. Predominately cement. Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation, clay matrix. 2110- 2140 70% Claystone, 30% Siltstone, tr Ash Claystone- gray, soft, hydrophilic, interbedded with Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation, clay matrix, very slightly calcareous. Trace Ash- white, soft. 2140- 2170 80% Sandstone, 20% Siltstone Sandstone- light gray to white, soft, very-fine grained to silt, sub-angular to sub- rounded, moderately sorted, poor consolidation, glauconitic, trace mica. Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation, clay matrix, very slightly calcareous. 2170- 2200 90% Sandstone, 10% Siltstone Sandstone- light gray to white, soft, very-fine grained to silt, sub-angular to sub- rounded, moderately sorted, poor consolidation, glauconitic, trace mica, clay matrix. Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation, clay matrix. 2200- 2230 90% Siltstone, 10% Sandstone Siltstone- gray to dark gray, soft to slightly firm, poorly to moderately sorted, good consolidation, sandy, clay matrix. Sandstone- gray, soft to slightly firm, grading to siltstone, poorly to moderately sorted, moderate consolidation, clay matrix, scattered glauconite. 2230- 2260 70% Siltstone, 30% Claystone Siltstone- gray to dark gray, soft to slightly firm, poorly to moderately sorted, good consolidation, sandy, clay matrix, trace glauconite, trace calcite. Claystone- gray, soft, hydrophilic, silty. 2260- 2290 60% Claystone, 40% Siltstone Claystone- gray, soft to slightly firm, amorphous, hydrophilic, silty. Siltstone- gray to dark gray, soft, moderately sorted, moderate to good consolidation, clay Prepared by Weatherford SLS Page 17 matrix. 2290- 2320 70% Siltstone, 30% Claystone Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation, clay matrix. Claystone- gray, soft, hydrophilic, silty. 2320- 2350 70% Siltstone, 20% Claystone, 10% Sandstone Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation, clay matrix, slightly calcareous, sandy. Claystone- gray, soft, hydrophilic, silty. Sandstone- light gray to white, dark gray, soft, very-fine grained, moderately sorted, moderate to poor consolidation, very calcareous, trace free oil, spotty yellow fluorescence, immediate bright blue/white milky cut, yellow/green residue ring. 2350- 2380 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, dark brown, soft, moderately sorted, moderate consolidation, clay matrix, slightly calcareous, trace yellow fluorescence, very weak blue cut. Claystone- gray, soft, hydrophilic, silty. 2380- 2410 60% Siltstone, 40% Claystone Siltstone- gray, brown to dark brown, soft, moderately to poorly sorted, poor consolidation, clay matrix, slightly calcareous. Claystone- gray, soft, hydrophilic, silty. 2410- 2440 60% Sandstone, 20% Siltstone, 20% Claystone Sandstone- light gray, clear, brown, soft, very-fine grained, sub-rounded, moderately sorted, poor to moderate consolidation, spotty yellow fluorescence, weak blue/white cut. Siltstone- brown, gray to dark gray, soft, moderately sorted, unconsolidated, very argillaceous. Claystone- gray, soft, hydrophilic, silty. 2440- 2470 60% Sandstone, 40% Siltstone Sandstone- light gray, brown, clear, very-fine grained, sub-rounded, moderately sorted, unconsolidated to poor consolidation, patchy yellow fluorescence, good bright blue/white milky cut, trace free oil. Siltstone- brown to light brown, soft, moderately sorted, unconsolidated, very argillaceous. 2470- 2500 60% Sandstone, 40% Siltstone Sandstone- light gray, brown, clear, soft, very-fine grained, sub-rounded, moderately sorted, unconsolidated to poor consolidation. Siltstone- brown to dark gray, soft, moderately sorted, unconsolidated, very argillaceous. 2500- 2530 50% Sandstone, 50% Siltstone Sandstone- light gray to white, brown, clear, soft, very-fine grained, sub- rounded, moderately sorted, unconsolidated to poor consolidation. Siltstone- brown to dark gray, soft, moderately sorted, unconsolidated, very argillaceous. 2530- 2560 50% Sandstone, 30% Siltstone, 20% Claystone Sandstone- light gray to white, light brown, clear, soft, very-fine grained, sub- rounded, moderately sorted, unconsolidated to poor consolidation, very calcareous, trace carbonaceous specks. Siltstone- brown to dark brown, gray, soft, moderately sorted, poor consolidation, very argillaceous. Claystone- gray, soft, hydrophilic, silty. 2560- 2590 40% Siltstone, 30% Sandstone, 30% Claystone Siltstone- gray to dark gray, brown, soft to slightly firm, moderately sorted, moderate consolidation, very argillaceous, trace carbonaceous specks, very calcareous. Sandstone- light gray to gray, clear, soft, very-fine grained, sub- rounded, moderately sorted, unconsolidated to moderate consolidation, very calcareous. Claystone- gray, soft, hydrophilic, silty. 2590- 2620 50% Siltstone, 30% Sandstone, 20% Claystone Siltstone- gray to dark gray, light gray, soft, moderately sorted, poor consolidation, very argillaceous, trace carbonaceous specks, moderately calcareous. Sandstone- light gray to white, clear, soft, very-fine grained, sub- rounded, poor consolidation, calcareous cement. Claystone- gray, soft, Prepared by Weatherford SLS Page 18 hydrophilic, silty. 2620- 2650 60% Siltstone, 30% Claystone, 10% Sandstone Siltstone- gray to dark gray, brown, soft, moderately sorted, poor consolidation, very argillaceous. Claystone- gray, soft, hydrophilic, silty. Sandstone- light gray to brown, scattered clear, soft, very-fine grained, sub-rounded, poor consolidation. 2650- 2680 60% Siltstone, 30% Claystone, 10% Sandstone Siltstone- gray to light gray, brown, soft, moderately sorted, poor consolidation, very argillaceous, slightly calcareous. Claystone- gray, soft, hydrophilic, silty. Sandstone- light gray, brown, scattered clear, soft, very-fine grained, sub- rounded, poor consolidation, calcareous cement. 2680- 2710 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, brown, soft to slightly firm, poor consolidation, very argillaceous, slightly calcareous, trace carbonaceous specks, trace Sandstone, trace dull yellow fluorescence. Claystone- gray, soft, hydrophilic, silty. 2710- 2740 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, brown, soft to slightly firm, poor consolidation, very argillaceous, slightly calcareous, trace carbonaceous specks, trace Sandstone, trace dull yellow fluorescence. Claystone- gray, soft, hydrophilic, silty. 2740- 2770 60% Sandstone, 30% Siltstone, 10% Claystone Sandstone- light gray, clear, light brown, soft, very-fine grained, sub-rounded, moderately sorted, poorly consolidated. Siltstone- brown, gray to dark gray, soft, moderately sorted, unconsolidated, very argillaceous. Claystone- gray, soft, hydrophilic, silty. 2770- 2800 40% Siltstone, 30% Sandstone, 30% Claystone Siltstone- brown, gray to dark gray, soft, moderately sorted, unconsolidated, very argillaceous. Sandstone- light gray, clear, light brown, soft, very-fine grained, sub-rounded, moderately sorted, poor consolidation. Claystone- gray, soft, hydrophilic, silty. 2800- 2830 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, soft to slightly firm, moderate consolidation, trace carbonaceous specks, clay matrix. 2830- 2860 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, brown, soft to slightly firm, moderate consolidation, trace carbonaceous specks, clay matrix. 2860- 2890 70% Claystone, 30% Siltstone Claystone- gray, dark brown, soft, hydrophilic, silty. Siltstone- gray to dark gray, brown, soft to slightly firm, moderate to poor consolidation, clay matrix. 2890- 2920 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, brown, soft, moderate to poor consolidation, clay matrix, slightly calcareous. Claystone- gray, soft, hydrophilic, silty. 2920- 2950 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, brown, soft, moderate to poor consolidation, clay matrix, slightly calcareous, trace Sandstone. Claystone- gray, soft, hydrophilic, silty. 2950- 2980 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, dark brown, soft, poor consolidation, clay matrix. 2980- 3010 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray, soft, moderately sorted, moderate consolidation, clay matrix. 3010- 3040 90% Claystone, 10% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray, soft, moderately sorted, moderate consolidation, clay matrix. 3040- 3070 90% Claystone, 10% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray, soft, moderately sorted, moderate consolidation, clay matrix. 3070- 80% Claystone, Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, soft, Prepared by Weatherford SLS Page 19 3100 20% Siltstone moderately sorted, poor to moderate consolidation, clay matrix. 3100- 3130 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, poor to moderate consolidation, clay matrix, trace glauconite, trace mica. 3130- 3160 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray to dark gray, soft, moderately well sorted, poor to moderate consolidation, clay matrix, trace glauconite, trace carbonaceous specks, trace mica. 3160- 3190 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, poor to moderate consolidation, clay matrix, trace glauconite, trace mica, trace carbonaceous specks. 3190- 3220 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, poor to moderate consolidation, clay matrix, trace mica, trace carbonaceous specks. 3220- 3250 50% Claystone, 50% Siltstone Claystone- gray, soft, hydrophilic, silty. Interbedded Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, moderate consolidation, clay matrix, trace glauconite, trace mica, trace carbonaceous specks, trace sand. 3250- 3280 70% Siltstone, 30% Claystone Silstone- gray to dark gray, soft to slightly firm, moderately sorted, moderate consolidation, decreasing clay, trace glauconite, trace mica, trace carbonaceous specks. Claystone- gray, soft, hydrophilic, silty. 3280- 3310 70% Siltstone, 30% Claystone Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, moderate consolidation, clay matrix, trace carbonaceous specks, trace mica. Claystone- gray, soft, hydrophilic, silty. 3310- 3340 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, moderate consolidation, clay matrix, scattered carbonaceous specks, trace mica. Claystone- gray, soft, hydrophilic, silty. 3340- 3350 80% Siltstone, 20% Claystone Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, moderate consolidation, decreasing clay, scattered carbonaceous specks, trace pyrite, trace mica. Claystone- gray, soft, hydrophilic, silty. 3350- 3360 80% Siltstone, 20% Claystone Silstone- gray to dark gray, soft to slightly firm, moderately well sorted, moderate to good consolidation, trace carbonaceous specks, trace mica. Claystone- gray, soft, hydrophilic, silty. 3360- 3370 80% Siltstone, 20% Claystone Siltstone- gray to dark gray, soft to moderately firm, moderately well sorted, moderate to good consolidation, trace carbonaceous specks, trace calcite. Claystone- gray, soft, hydrophilic, silty. 3370- 3377 50% Sandstone, 30% Siltstone, 20% Claystone Sandstone- light gray to white, soft, very-fine grained to silt, sub-angular to sub- rounded, moderately well sorted, moderate consolidation, trace carbonaceous specks, glauconitic in parts. Siltstone- gray to dark gray, soft to firm, moderately well sorted, good consolidation, trace carbonaceous specks. Claystone- gray, soft, hydrophilic, silty. 2C. FALCON THROUGH WILLOW SECTION TO TD Prepared by Weatherford SLS Page 20 The top of this section will begin with a conventional coring run in the Falcon from 3377’ to 3477’ MD. There was 100’ of core cut with 100% recovered. 10’ samples were collected during the coring run. Due to low ROP a 5 gallon bucket was hung at the end of the middle shaker and used to collect enough cuttings for each sample during the coring run. The bucket would start catching cuttings 3’ before the depth the sample was collected at. Also, the mud system was switched from 9.5 ppg Kla-Shield to 9.5 ppg Low-Invasion Coring Fluid for the coring run. After the coring run a conventional BHA was used to drill to TD. 30’ samples were caught between the bottom of the Falcon and the top of the Willow. The lithology during this interval from 3477- 3720’ MD was interbedded claystone and siltstone. ROP was reduced and 10’ samples were caught throughout the Willow interval from 3720-3910’ MD. From 3730-3810’ MD higher percentages of sandstone were observed in the cuttings along with signs of hydrocarbons. The interval from 3770-3800’ MD had the following excellent signs of hydrocarbons: moderate petroleum odor from cuttings, strong petroleum odor in pits/shakers room, trace visible oil in possum belly, scattered to abundant yellow fluorescence, immediate streaming milky blue/white cuts, and faint brown/yellow residue ring in natural light. From 3800-3830’ MD the percentage of sandstone decreased until there was none present in the cuttings. The lithology had transitioned back to claystone and siltstone. There was ~10% sandstone present in the sample at 3900’ MD that had similar hydrocarbon signs to those seen in the interval from3770-3800’ MD. The signs were noted in the description for 3900’ MD along with the possibility that it could be from above the sample depth and therefore be contaminating the sample. From 3900’ MD to TD (4250’ MD) the samples were predominately claystone and siltstone in varying percentages. There was a large increase in the amount of clay present in the samples when compared to before the coring run started, which does coincide with the transition of the mud system from the Kla-Shield to the Low Invasion coring fluid. This was taken into consideration when describing the cuttings samples and noting the lithology percentage. Depth (MD ft.) Formation Type Description 3377- 3380 30% Sandstone, 60% Siltstone, 10% Claystone Sandstone- gray, some white, soft to hard, very-fine grained to silt, sub-angular to sub-rounded, moderately sorted, poor to good consolidation, trace glauconite, trace pyrite, calcareous cement in parts, no visible staining, no fluorescence, no cut. Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, moderate consolidation, trace carbonaceous specks. Claystone- gray, soft, hydrophilic, silty. 3380- 3390 30% Sandstone, 60% Siltstone, 10% Claystone Sandstone- gray, some white, soft to hard, very-fine grained, sub-angular to sub-rounded, moderately sorted, poor to good consolidation, trace pyrite, calcareous cement in parts, no visible stain, no fluorescence, no cut. Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, moderate consolidation, trace carbonaceous specks. Claystone- gray, soft, hydrophilic, silty. 3390- 3400 60% Siltstone, 30% Sandstone, 10% Claystone Siltstone- dark gray to gray, soft to slightly firm, moderately well sorted, moderate to good consolidation, trace carbonaceous specks. Sandstone- gray to dark gray, scattered white, firm to hard, very-fine grained, sub –rounded, moderately sorted, good consolidation, trace pyrite, trace carbonaceous veins, slightly calcareous cement, trace yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty. 3400- 3410 50% Siltstone, 40% Sandstone, 10% Claystone Siltstone- dark gray to gray, soft to slightly firm, moderately well sorted, moderate to good consolidation, trace carbonaceous specks. Sandstone- gray to dark gray, scattered white, some clear, firm to hard, very-fine grained, sub- rounded to sub-angular, moderately sorted, good consolidation, trace pyrite, Prepared by Weatherford SLS Page 21 trace carbonaceous veins, slightly calcareous cement, trace yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty. 3410- 3420 50% Siltstone, 40% Sandstone, 10% Claystone Siltstone- dark gray to gray, soft to slightly firm, moderately well sorted, moderate to good consolidation, trace carbonaceous specks. Sandstone- gray to light gray, dark gray, firm to hard, very-fine grained, sub-rounded, moderately well sorted, good consolidation, trace pyrite, trace carbonaceous specks, slightly carbonaceous cement, some yellow fluorescence, weak streaming dull yellow cut. Claystone- gray, soft, hydrophilic, silty. 3420- 3430 70% Siltstone, 20% Sandstone, 10% Claystone Siltstone- gray to dark gray, soft to slightly firm, well sorted, good consolidation, predominately clay matrix. Sandstone- gray, some white, soft to firm, very-fine grained to silt, sub-angular to sub-rounded, moderately sorted, moderate to good consolidation, glauconitic, scattered carbonaceous specks, very slight petro odor, trace dull yellow fluorescence, instant streaming blue/white milky cut on good fluorescing sand, predominately no cut. Interbedded Claystone- gray, soft, hydrophilic, silty. 3430- 3440 60% Siltstone, 30% Sandstone, 10% Claystone Siltstone- gray to dark gray, soft to slightly firm, well sorted, good consolidation, predominately clay matrix. Sandstone- gray, some white, soft to firm, very-fine grained to silt, sub-angular to sub-rounded, moderately sorted, moderate consolidation, glauconitic, occasional carbonaceous specks, trace dull yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty. 3440- 3450 70% Siltstone, 20% Sandstone, 10% Claystone Siltstone- gray to dark gray, soft to slightly firm, well sorted, good consolidation, predominately clay matrix. Sandstone- gray, some white, soft to slightly firm, very-fine grained to silt, sub-angular to sub-rounded, moderately sorted, moderate consolidation, glauconitic, scattered carbonaceous specks, trace dull yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty. 3450- 3460 80% Siltstone, 20% Claystone Siltstone- gray to dark gray, soft to slightly firm, well sorted, good consolidation, predominately clay matrix. Claystone- gray, soft, hydrophilic, silty in parts. Trace Sandstone. 3460- 3470 80% Siltstone, 20% Claystone Siltstone- gray to dark gray, slightly firm to soft, well sorted, good consolidation, predominately clay matrix, trace yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty in parts. Trace Sandstone. 3470- 3477 90% Siltstone, 10% Claystone Siltstone- gray to dark gray, slightly firm to firm, well sorted, good consolidation, predominately clay matrix, trace yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty. Trace Sandstone. 3477- 3480 80% Siltstone, 10% Claystone, 10% Sandstone Siltstone- gray to dark gray, slightly firm to firm, well sorted, good consolidation, predominately clay matrix. Claystone- gray, soft, hydrophilic, silty. Sandstone- light gray to gray, scattered white, very-fine grained, sub- angular, moderately well sorted, good consolidation, slightly calcareous cement, trace carbonaceous specks, scattered bright yellow/green fluorescence, moderately weak blue/white milky cut. 3480- 3510 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone-gray to dark gray, slightly firm, moderately sorted, moderate to good consolidation, predominately clay matrix. Trace Sandstone. 3510- 80% Claystone, Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly Prepared by Weatherford SLS Page 22 3540 20% Siltstone firm, moderately sorted, moderate to good consolidation, predominately clay matrix. 3540- 3570 60% Claystone, 30% Siltstone, 10% Sandstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate to good consolidation, predominately clay matrix. Sandstone- light to dark gray, very-fine grained, sub-rounded, moderately sorted, moderate to good consolidation, calcareous cement, trace carbonaceous specks. 3570- 3600 70% Claystone, 30% Stiltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate to good consolidation, predominately clay matrix. Trace Sandstone. 3600- 3630 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate to good consolidation, predominately clay matrix. Abundant CaCO3 sweep material. 3630- 3660 80% Sweep material, 10% Claystone, 10% Siltstone Poor Sample. CaCO3 sweep material. Trace Siltstone. Trace Claystone. 3660- 3690 70% Sweep material, 20% Claystone, 10% Siltstone Poor Sample. CaCO3 Sweep Material. Claystone- gray, soft, hydrophilic, silty. Trace Siltstone. 3690- 3720 70% Claystone, 30% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate to good consolidation, predominately clay matrix, very calcareous. 3720- 3730 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate to good consolidation, predominately clay matrix, trace pyrite, trace Shale. Abundant CaCO3 sweep material 3730- 3740 80% Sandstone, 20% Siltstone Sandstone- light gray to gray, scattered white, very-fine grained, firm, sub- rounded, good consolidation, moderately well sorted, calcareous cement, trace carbonaceous specks, abundant yellow/green fluorescence, immediate streaming blue/white milky cut. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate consolidation, predominately clay matrix, trace pyrite. 3740- 3750 60% Sandstone, 20% Siltstone, 20% Claystone Sandstone- light gray to gray, scattered white, very-fine grained, firm, sub- rounded, good consolidation, moderately well sorted, calcareous cement, trace carbonaceous specks, scattered yellow/green fluorescence, slow streaming blue/white milky cut. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate consolidation, predominately clay matrix, trace pyrite. Claystone- gray, soft, hydrophilic, silty. 3750- 3760 70% Sandstone, 20% Siltstone, 10% Claystone Sandstone- light gray to gray, scattered white, very-fine grained, firm, sub- rounded, good consolidation, moderately well sorted, calcareous cement, trace carbonaceous specks, abundant yellow/green fluorescence, very weak blue/white milky cut. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate consolidation, predominately clay matrix, trace pyrite. Prepared by Weatherford SLS Page 23 Claystone- gray, soft, hydrophilic, silty. 3760- 3770 50% Sandstone, 30% Claystone, 20% Siltstone Sandstone- light gray to gray, scattered white, very-fine grained, firm, sub- rounded, poor consolidation, moderately well sorted, trace carbonaceous specks, trace yellow/green fluorescence, no cut. Claystone- gray to dark gray, slightly firm, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate consolidation, predominately clay matrix. 3770- 3780 70% Sandstone, 20% Claystone, 10% Siltstone Sandstone- light gray to gray, scattered white, very-fine grained, firm, sub- rounded, poor consolidation, moderately well sorted, trace carbonaceous specks, abundant yellow/green fluorescence, moderately bright blue/white milky cut. Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm, moderately sorted, moderate consolidation, predominately clay matrix. 3780- 3790 80% Sandstone, 20% Claystone Sandstone- gray, soft, very-fine grained, sub-angular to sub-rounded, well sorted, moderate consolidation, glauconitic, moderate petroleum odor, visible brown oil staining, scattered yellow fluorescence, immediate streaming blue/white milky cut, light green residue ring, brown/yellow residue ring in natural light. Claystone- gray, soft, hydrophilic. 3790- 3800 70% Sandstone, 20% Claystone, 10% Siltstone Sandstone- gray, soft, very-fine grained, sub-angular to sub-rounded, well sorted, moderate consolidation, glauconitic, moderate petroleum odor, trace oil staining, abundant yellow fluorescence, immediate streaming blue/white milky cut, light green residue ring. Claystone- gray, soft, hydrophilic, very slightly silty. Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, good consolidation. 3800- 3810 70% Sandstone, 20% Claystone, 10% Siltstone Sandstone- gray, soft, very-fine grained, sub-angular to sub-rounded, well sorted, moderate consolidation, glauconitic, moderate petroleum odor, trace oil staining, scattered yellow fluorescence, immediate streaming blue/white milky cut, light green residue ring. Claystone- gray, soft, hydrophilic, very slightly silty. Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, good consolidation. 3810- 3820 60% Siltstone, 20% Sandstone, 20% Claystone Siltstone- gray to dark gray, soft to slightly firm, moderately well sorted, good consolidation. Sandstone- light gray to gray, soft ,very-fine grained to silt, sub- angular to sub-rounded, moderately sorted, moderate consolidation, glauconitic, trace mica, trace yellow fluorescence, no cut. Claystone- gray, soft, hydrophilic, silty in parts. 3820- 3830 70% Siltstone, 20% Claystone, 10% Sandstone Siltstone- gray to dark gray, soft to slightly firm, moderately sorted, good consolidation. Claystone- gray, soft, hydrophilic, silty in parts. Sandstone- gray, soft, very-fine grained to silt, sub-angular to sub-rounded, moderately sorted, moderate consolidation, glauconitic, trace mica, trace to no fluorescence, no cut. 3830- 3840 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, slightly firm, well sorted, good consolidation, trace mica. Claystone- gray, soft, hydrophilic, silty in parts. 3840- 3850 60% Siltstone, 40% Claystone Siltstone- gray to dark gray, slightly firm, well sorted, good consolidation, trace mica. Claystone- gray, soft, hydrophilic, silty in parts. 3850- 60% Claystone, Claystone- gray, soft, hydrophilic, interbedded Siltstone- gray to dark gray, Prepared by Weatherford SLS Page 24 3860 40% Siltstone slightly firm, well sorted, good consolidation, scattered pyrite, trace mica. 3860- 3870 70% Claystone, 30% Siltstone Claystone- gray, soft, hydrophilic, with interbedded Siltstone- gray to dark gray, slightly firm, well sorted, good consolidation, trace mica. 3870- 3880 70% Claystone, 30% Siltstone Claystone- gray, soft, hydrophilic, with interbedded Siltstone- gray to dark gray, slightly firm, well sorted, good consolidation, trace mica. 3880- 3890 70% Claystone, 30% Siltstone Claystone- gray, soft, hydrophilic, interbedded with Siltstone- dark gray, slightly firm, well sorted, good consolidation, trace mica. 3890- 3900 60% Claystone, 30% Siltstone, 10% Sandstone Claystone- gray, soft, hydrophilic. Siltstone- gray to dark gray, slightly firm, moderately well sorted, good consolidation, trace mica. Sandstone- gray to dark gray, soft to slightly firm, very-fine grained to silt, sub-angular to sub- rounded, moderately well sorted, good consolidation, glauconitic, trace mica, grading to siltstone. 3900- 3910 60% Siltstone, 30% Sandstone, 10% Claystone Siltstone- gray to dark gray, slightly firm to firm, well sorted, good consolidation, abundant calcite. Sandstone- gray, soft, very-fine grained to silt, sub-angular to sub-rounded, well sorted, moderate consolidation, glauconitic, abundant yellow fluorescence, immediate streaming blue/white milky cut, possible uphole sand contamination. Claystone- gray, soft, hydrophilic. 3910- 3940 70% Claystone, 30% Siltstone Claystone- gray, soft, hydrophilic. Siltstone- gray to dark gray, slightly firm, well sorted, good consolidation. 3940- 3970 80% Claystone, 20% Siltstone Claystone- gray, soft, hydrophilic. Siltstone- gray to dark gray, slightly firm, well sorted, good consolidation. 3970- 4000 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- gray to dark gray, slightly firm to firm, well sorted, good consolidation. 4000- 4030 50% Claystone, 50% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, trace carbonaceous specks. 4030- 4060 60% Claystone, 40% Siltstone Claystone- gray, soft, hydrophilic, silty. Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation. 4060- 4090 60% Siltstone, 40% Claystone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, moderately argillaceous. Claystone- gray, soft, hydrophilic. 4090- 4120 60% Siltstone, 40% Claystone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, moderately argillaceous. Claystone- gray, soft, hydrophilic. 4120- 4150 70% Siltstone, 30% Claystone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, slightly argillaceous, trace pyrite. Claystone- gray, soft, hydrophilic. 4150- 4180 70% Siltstone, 30% Claystone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, slightly argillaceous. Claystone- gray, soft, hydrophilic. 4180- 4210 50% Siltstone, 50% Claystone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, slightly argillaceous, trace sand. Claystone- gray, soft, hydrophilic. 4210- 4240 50% Siltstone, 50% Claystone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, trace pyrite. Claystone- gray, soft, hydrophilic, silty in parts. 4240- 4250 (TD) 60% Siltstone, 30% Claystone, 10% Sandstone Siltstone- dark gray, slightly firm to firm, well sorted, good consolidation, scattered pyrite. Claystone- gray, soft, hydrophilic, silty in parts. Sandstone- gray to dark gray, soft, very-fine grained to silt, sub-angular to sub-rounded, moderately sorted, moderate consolidation, glauconitic. Prepared by Weatherford SLS Page 25 3. Gas Data 3A. FORMATION GAS DATA Formation Total Gas (ppm) C1 (ppm) C2 (ppm) C3 (ppm) iC4 (ppm) nC4 (ppm) Spud to Base Permafrost Average 2317 1710 55 35 58 39 Minimum 133 0 0 0 0 0 Maximum 9911 8453 856 359 285 186 Base Permafrost to K3 Average 5474 4347 41 30 45 29 Minimum 154 13 12 0 6 0 Maximum 15456 14016 93 494 145 152 K3 to Sequence 97 Average 5683 4516 56 31 46 29 Minimum 289 54 8 3 9 0 Maximum 14786 13792 630 65 140 138 Sequence 97 to Sequence 93 Average 5623 4752 39 26 49 36 Minimum 466 90 0 4 7 0 Maximum 8904 8284 91 65 354 100 Sequence 93 to SB Yellow/Top Falcon Average 6723 5687 41 22 38 33 Minimum 1389 61 19 5 7 0 Maximum 11842 11064 78 57 81 77 Top Falcon to Base Falcon Average 2808 1786 47 33 39 34 Minimum 577 227 19 8 10 0 Maximum 12541 10241 83 89 79 80 Base Falcon to Res Kick Average 3620 2194 41 58 42 41 Minimum 882 53 16 5 6 0 Maximum 6281 4886 84 136 102 100 Res Kick to Top Willow Average 5890 3614 34 159 53 105 Minimum 1301 38 18 31 24 10 Maximum 16177 5135 71 228 102 310 Top Willow to Base Willow Average 37437 18368 3059 3240 632 1824 Minimum 12705 75 21 26 78 110 Maximum 84648 49923 8516 9038 1744 4784 Base Willow to TD Average 8022 3910 235 194 77 95 Minimum 1724 27 19 11 14 0 Maximum 13520 7723 816 720 207 550 Prepared by Weatherford SLS Page 26 3B. GAS EVENTS TABLE Event Depth (MD ft.) Total Gas (ppm) C1 (ppm) C2 (ppm) C3 (ppm) iC4 (ppm) nC4 (ppm) FG 1109 13540 13105 63 33 17 26 FG 1954 15456 14016 31 16 44 21 FG 2419 13234 5241 29 46 20 52 FG 3198 11842 11064 38 41 31 48 TG 3377 5386 3167 25 39 49 67 TG 3477 4121 1308 50 12 19 43 FG 3770 86706 49923 8516 9038 1744 4784 **TG=Trip Gas, FG=Formation Gas Prepared by Weatherford SLS Page 27 3C. CONNECTION GAS TABLE Depth Total Gas (ppm) C1 (ppm) C2 (ppm) C3 (ppm) iC4 (ppm) nC4 (ppm) 131 1151 505 44 85 61 17 221 407 213 33 13 46 37 340 1229 990 29 54 35 0 431 2623 1745 88 15 74 62 524 1940 1406 69 22 50 82 618 4011 2781 37 47 54 22 707 3857 1051 55 21 35 10 798 8888 8543 25 13 98 3 892 10433 4679 33 30 43 14 988 4560 4221 50 33 35 21 1084 3456 2559 50 43 27 3 1181 2316 2317 70 50 21 0 1275 2403 1195 38 22 55 18 1357 5316 703 13 18 31 48 1450 2019 1495 43 8 79 29 1548 5320 5074 37 22 62 19 1645 7922 7625 60 6 62 16 1729 4707 4204 54 14 96 31 1821 1406 18 32 27 55 33 1915 11743 10736 64 30 12 47 2009 11277 10575 45 23 21 10 2132 2386 63 49 47 30 30 2245 3137 2136 43 36 7 1 2337 1641 71 39 33 26 60 2430 3231 1417 82 16 36 5 2526 4247 2082 264 39 78 13 2619 5518 1981 25 50 16 9 2712 8095 6951 31 26 31 26 2807 4293 3984 41 30 46 23 2896 10792 8083 35 20 106 38 2997 6890 6725 25 14 57 8 3086 4689 2039 28 8 72 26 3182 7544 5110 70 10 36 100 3271 7168 3593 42 26 46 71 3363 4491 2714 42 16 53 42 3464 2787 1481 83 30 19 76 3549 4582 3955 16 66 71 55 3641 5913 3384 30 98 40 69 3733 5082 3685 28 178 69 83 3828 22347 9416 1433 1405 294 914 3921 10429 4023 420 326 114 181 Prepared by Weatherford SLS Page 28 4012 11461 7180 47 263 65 106 4106 5894 2064 169 77 73 58 4199 9375 4659 32 120 31 37 Prepared by Weatherford SLS Page 29 4. Drilling & Mud Parameters 4A. DRILLING PARAMETERS TABLE Formation Avg. ROP (ft/hr) Avg. WOB (Klb) Avg. Torque (ft/lb) Avg. RPM Avg. Flow In (GPM) Avg. Flow Out (%) Avg. SPP (psi) Spud to Base Permafrost 85 9 2787 60 487 59 725 Base Permafrost to K3 104 12 2967 88 592 63 1369 K3 to Sequence 97 105 7 3056 118 567 59 1462 Sequence 97 to Sequence 93 108 10 3964 118 564 58 1569 Sequence 93 to SB Yellow/Top Falcon 103 11 3493 118 565 59 1604 Top Falcon to Base Falcon 21 10 3159 82 367 61 1708 Base Falcon to Res Kick 44 11 3662 118 533 74 2336 Res Kick to Top Willow 42 8 3547 114 568 76 2463 Top Willow to Base Willow 63 4 3967 119 551 78 2276 Base Willow to TD 83 15 4692 119 567 84 2413 Prepared by Weatherford SLS Page 30 4B. DAILY MUD DATA TABLE Date 3/3/2016 3/4/2016 3/5/2016 3/6/2016 3/7/2016 3/8/2016 3/9/2016 3/10/2016 MD (ft) 0 670 2090 2090 2090 2492 3377 3398 Sample From Pit 6 2100 Hrs Active 2100 Hrs Active 2100 Hrs Pit 6 2100 Hrs Pit 5 2100 Hrs Active 2100 Hrs Pit 5 2100 Hrs Active 2100 Hrs Mud Weight (ppg) 10.5 10.5 10.5 10.5 10.5 9.5 9.5 9.5 Viscosity (s/qt) 148 68 62 61 62 65 72 410 PV cP 20 21 18 19 20 15 16 59 YP lb/100ft2 37 44 46 41 41 25 37 69 Gel 10s/10m/30m 14/21/25 16/24/27 18/27/32 18/27/32 19/27/29 10/12/12 14/18/20 11/16/21 Solids %Vol 10.8 12 12.5 12.5 12.5 6.25 6.5 8.25 Sand %Vol TR TR 1 0.5 0.5 0.1 0.1 TR pH/Temp 10.3@61 10.3@70 10.1@93 10.4@69 10.1@67 10.2@78 10.1@78 10.01@79 Chlorides mg/L 32000 32000 32000 30000 30000 23000 23500 20000 Date 3/11/2016 3/12/2016 3/13/2016 3/14/2016 3/15/2016 3/16/2016 MD (ft) 3474 3532 4250 4250 4250 4250 Sample From Active 2100 Hrs Active 2100 Hrs Active 2100 Hrs Trip Tank 2100 Hrs Trip Tank 2100 Hrs IN 2100 Hrs Mud Weight (ppg) 9.6 9.6 9.6 9.6 9.6 9.6 Viscosity (s/qt) 360 345 210 243 90 105 PV cP 57 52 37 46 24 24 YP lb/100ft2 73 67 72 58 47 50 Gel 10s/10m/30m 13/20/23 12/20/27 28/37/47 24/35/42 16/26/31 20/28/31 Solids %Vol 8.25 8.5 9 9 9 9 Sand %Vol TR TR TR TR TR TR pH/Temp 9.7@87 9.6@83 9.6@106 9.5@70 9.8@84 9.5@64 Chlorides mg/L 19000 17500 14500 14500 14500 14500 Prepared by Weatherford SLS Page 31 4C. BIT RECORD BHA # Bit # Size Manufacturer Type Serial # Nozzles (1/32”) Depth In MD (ft) Footage Drilled (ft) Avg. ROP (ft/hr) Avg. WOB (Klb) Avg. Torque (ft/lb) Avg. RPM 1 1 12.25” BTC Mill Tooth Bit 5255243 4x16 0 260 78 5 2168 58 2 RR #1 12.25” BTC Mill Tooth Bit 5255243 4x16 260 1830 100 12 3007 78 3 2 8.5” Halliburton PDC 12696443 3x14 2x15 2090 1287 103 8 3180 113 Coring #1 1 8.5” HTC BHC 506 C 7141584 3377 100 4 8 2726 64 4 RR #2 8.5” Halliburton PDC 12696443 3x14 2x15 3477 773 66 10 4242 117 5 RR #2 8.5” Halliburton PDC 12696443 3x14 2x15 4250 0 Clean out Bit Prepared by Weatherford SLS Page 32 5. Surveys Measured Depth (ft) Inclination (deg) Azimuth (deg) TVD (ft) Vertical Section (ft) N/-S (ft) E/-W (ft) DLS (deg) 265.31 0.42 22.76 265.3 0.91 0.91 0.38 0.16 357.34 0.49 22.21 357.33 1.59 1.59 0.66 0.07 448.04 0.38 28.19 448.03 2.22 2.22 0.95 0.13 540.12 0.38 13.36 540.11 2.78 2.78 1.17 0.11 632.5 0.33 15.93 632.48 3.34 3.34 1.31 0.05 816.88 0.44 32.27 816.86 4.45 4.45 1.84 0.08 1004 0.68 57.02 1003.97 5.67 5.67 3.16 0.18 1189.75 0.7 56.01 1189.71 6.91 6.91 5.03 0.01 1375.42 0.87 50.91 1375.36 8.44 8.44 7.07 0.1 1467.95 0.83 47.77 1467.88 9.33 9.33 8.12 0.07 1654.41 0.81 56.28 1654.32 10.97 10.97 10.21 0.07 1745.93 0.96 47.91 1745.84 11.84 11.84 11.31 0.22 1839.46 0.75 73.62 1839.36 12.54 12.54 12.48 0.46 1933.5 1.05 59.95 1933.38 13.15 13.15 13.82 0.39 2016.02 0.93 63.71 2015.89 13.82 13.82 15.08 0.17 2143.66 2.55 340.03 2143.48 17.03 17.03 15.31 2.05 2212.06 4.16 313.36 2211.76 20.16 20.16 12.99 3.22 2251.2 3.8 311.37 2250.8 21.99 21.99 10.99 0.99 2278.37 3.59 308.82 2277.92 23.12 23.12 9.65 0.97 2371.3 2.24 292.74 2370.73 25.65 25.65 5.7 1.68 2464.35 0.6 244.81 2463.75 26.14 26.14 3.58 2.04 2557.4 0.06 202.39 2556.79 25.89 25.89 3.12 0.6 2744.67 0.09 339.65 2744.07 25.95 25.95 3.04 0.07 2837.82 0.06 327.35 2837.21 26.05 26.05 2.98 0.04 2930.43 0.06 135.54 2929.83 26.06 26.06 2.99 0.12 3023.12 0.06 7.04 3022.52 26.07 26.07 3.03 0.11 3117.82 0.06 217.7 3117.22 26.08 26.08 3.01 0.12 3212.71 0.06 70.65 3212.11 26.06 26.06 3.02 0.12 3305.3 0.09 303.08 3304.7 26.11 26.11 3.01 0.14 3398.06 0.09 152.02 3397.46 26.09 26.09 2.98 0.18 3490.59 0.06 185.6 3489.99 25.98 25.98 3.01 0.05 3583.26 0.06 21.11 3582.65 25.98 25.98 3.02 0.12 3676.38 0.06 234.92 3675.78 26 26 3 0.12 3768.92 0.06 121.59 3768.32 25.94 25.94 3.01 0.11 3862.69 0.09 251.07 3862.09 25.89 25.89 2.98 0.15 3955.23 0.06 39.5 3954.63 25.91 25.91 2.95 0.16 4049.03 0.04 282.82 4048.42 25.96 25.96 2.95 0.1 4142.16 0.06 210.84 4141.56 25.92 25.92 2.89 0.06 4191.88 0.06 159.63 4191.28 25.88 25.88 2.89 0.1 4250 0.06 159.63 4249.4 25.82 25.82 2.91 0 Prepared by Weatherford SLS Page 33 6. Reports 6A. MORNING REPORTS Prepared by Weatherford SLS Page 34 Prepared by Weatherford SLS Page 35 Prepared by Weatherford SLS Page 36 Prepared by Weatherford SLS Page 37 Prepared by Weatherford SLS Page 38 Prepared by Weatherford SLS Page 39 Prepared by Weatherford SLS Page 40 Prepared by Weatherford SLS Page 41 Prepared by Weatherford SLS Page 42 Prepared by Weatherford SLS Page 43 Prepared by Weatherford SLS Page 44 Prepared by Weatherford SLS Page 45 Prepared by Weatherford SLS Page 46 Prepared by Weatherford SLS Page 47 6B. SHOW REPORTS Prepared by Weatherford SLS Page 48 Prepared by Weatherford SLS Page 49 6C. PIXLER PLOT REPORTS Prepared by Weatherford SLS Page 50 Prepared by Weatherford SLS Page 51 7. Samples Inventory Records 7A. ISOTUBE SAMPLE INVENTORY RECORDS Prepared by Weatherford SLS Page 52 Prepared by Weatherford SLS Page 53 Prepared by Weatherford SLS Page 54 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 55 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 56 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 57 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 58 7B. CUTTINGS SAMPLE RECORD Prepared by Weatherford SLS Page 59 Set 1 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 60 Set 1 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 61 Set 1 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 62 Set 1 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 63 Set 2 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 64 Set 2 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 65 Set 2 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 66 Set 2 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 67 Set 3 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 68 Set 3 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 69 Set 3 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 70 Set 3 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 71 Set 4 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 72 Set 4 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 73 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 74 Set 4 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 75 Set 5 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 76 Set 5 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 77 Set 5 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 78 Set 5 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 79 Set 6 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 80 Set 6 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 81 Set 6 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 82 Set 6 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 83 Set 7 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 84 Set 7 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 85 Set 7 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 86 Set 7 *Recipient sheet placed inside sample box Prepared by Weatherford SLS Page 87 Set 9 *Recipient sheet placed inside sample box Well Summary for Ti miaq 6 Ti miaq 6 – Falcon and Willow Interval Appraisal Well API # 50-103-20731-00-00 Drilling Rig: Doyon 141 Network# 10388487 March 2016 Wellsite Geologist: Barry Wright, Waters Petroleum Advisors Wellsite Geologist: Ben Gross, ConocoPhillips Well Objectives and Drilling Operations Plan: Geological Objective (reproduced from the Ti miaq 6 Geological Prognosis): Ti miaq 6 will test the Falcon and Willow intervals. These prospects are located in the National Petroleum Reserve Alaska (NPR-A) to the west of the Alpine Field – Colville River Unit. These prospects fall within the Greater Mooses Tooth Unit (GMTU), where many wells have been previously drilled targeting an Alpine-equivalent reservoir. The Willow prospect is a stratigraphic trap interpreted as a forced-regressive Brookian Nanushuk shelf edge sandstone. The Ti miaq 6 Exploration Appraisal well will be drilled from an ice pad (700’ x 600’) located within the National Petroleum Reserve Alaska (NPR-A) approximately 30 miles west of the Alpine Field. The prospect falls within the Greater Moose’s Tooth Unit (Figure 1). Ti miaq 6 will be accessed by ice road that originates from the 2L pad (see attachment 3). Ti miaq 6 is approximately 6 mile northwest of its closest offset, Ti miaq 2. Ti miaq 6 is the second well planned to be drilled during the 2015-2016 exploration season within the Greater Moose’s Tooth Unit. The Qannik Field located above the Alpine Field is the closest producing analog, and confirms topset plays are viable and can have high lateral continuity. Thicker and cleaner sands, with lighter fluids are expected at the Willow Prospect based on log comparisons and geochemical analysis. The well design will address the main objectives of the well: • Determine reservoir presence, quantity, and quality in the Brookian section. • Determine hydrocarbon phase and identify possible fluid in contacts. • Obtain pressure and fluid samples for oil characterization. Total depth of Ti miaq 6 is estimated to be 4,700’ SSTVD. This TD will provide enough rat hole for complete coverage of the target sands by all wireline tools. If the well penetrates reservoir quality sands and hydrocarbons, the well will be logged and completed with a dual packer design for selectively testing the Falcon and Willow sands through casing to provide the volumetric and reservoir properties to support the P50 development case. Drilling Summary (reproduced from the Ti miaq 6 Drilling and Completion Program): The Doyon 141 drilling rig is scheduled to begin drilling the Ti miaq 6 well in March 2016. The well is planned as a grassroots vertical ice pad core and data acquisition appraisal well. Ti miaq 6 will be perforated, fractured, and flow tested once all the data acquisition objectives are achieved. During pre-rig operations, an ice pad will be built at mile 35 of the Alpine Ice Road. A 16” conductor will be installed to +/- 107’ md in preparation of the rig’s arrival. It is proposed to drill a 12-1/4” surface hole and run and cement a 9-5/8” string of surface casing. An 8-1/2” hole will be drilled to just penetrate the Falcon sand interval. One 8-1/2” core bit run of 120 ft will be drilled in order to acquire 4” core of the Falcon sand interval. Following coring operations, an 8-1/2” hole will be drilled through the Willow formation with enough rat-hole to allow wireline tools enough room to log all zones. Post wireline operations will include running a 7” casing string, cemented in place to isolate all hydrocarbon bearing formations (500’ md above), followed by running 3 ½” completion tubing. A dual packer setup will be installed in order to isolate Falcon and Willow reservoirs for well testing. After the rig is off location well perforating, fracturing, and testing will commence. Once testing is complete the well will be suspended. Figure 1: Location of Greater Mooses Tooth Unit (circled in red) Drilling Operations Summary: TABLE 1: DAILY DRILLING REPORT Date 24:00 Depth (ft) Daily Progress (ft) Operation 3/03/2016 0’ 0’ Worked on rig acceptance checklist. Moved rig camp, SDU, shop, and ROC to Ti miaq 6. Nippled up diverter system and tested. Picked up 5" DP. Loaded mud in to pits. 3/04/2016 800’ 800’ Picked up and racked back HWDP and non-magnetic float collars. Held pre-spud meeting. Made up clean out BHA. Filled and tested all mud lines. Spudded well with clean out BHA to 260' MD. Tripped out of hole, waited on weather, and picked up surface drilling BHA. Tripped in hole and drilled ahead as per plan to 800' MD. Total footage 800' MD. 3/05/2016 2,090’ 1,290’ Directionally drilled 12-1/4" surface section as per plan to TD @ 2,090' MD. Circulated bottoms up two times and monitored well. Backreamed out of hole to 1,098' MD. 3/06/2016 2,090’ 0’ Backreamed out of hole to HWDP and circulated bottoms up. Monitored well. Tripped out of hole and laid down BHA #2. Rigged up and ran 9 5/8" casing as per detail to 2,080' MD. Cemented casing as per SLB. Nippled down diverter system. Nippled up well head and tested. Changed out manual kill valve on BOP. 3/07/2016 2,090’ 0’ Nippled up BOPE. Performed BWM on BOPE. Rigged up and tested BOPE. Picked up 5" DP. 3/08/2016 2,616’ 526’ Picked up BHA #3 and tripped in hole. Tested casing to 3,000 psi. Drilled out shoe track and 20' of new formation. Circulated and conditioned for even mud weight. Performed FIT to EMW of 16.0 ppg. Displaced to 9.5 ppg KLA-Shield mud system while directionally Date 24:00 Depth (ft) Daily Progress (ft) Operation drilled 8-1/2" production hole from 2,110'-2,616' MD. Intermittently had to troubleshoot PowerDrive and MWD. 3/09/2016 3,377’ 761’ Directionally drilled 8-1/2" production hole section to core point at 3,377' MD. Circulated bottoms up and backreamed out of hole to shoe. Circulated bottoms up. Tripped out of hole, laying down BHA #3. Picked up core BHA tripped in hole to 1,146' MD. 3/10/2016 3,407’ 30’ Tripped in hole from 1,146'-3,106' MD. Washed to 3,377' MD and spaced out for coring. Displaced to core fluid and added tracer. Cored from 3,377'-3,407' MD. 3/11/2016 3,477’ 100’ Cored from 3,407'-3,477' MD. Severed core and circulated bottoms up. Monitored well and pumped out of hole to 3,376' MD. 3/12/2016 3,591’ 214’ Tripped out of hole to surface per trip schedule. Laid down core and BHA #4 per Baker /Weatherford. Processed core in pipe shed. Made up 8-1/2" BHA #5 and tripped in hole to 3,274' MD. MAD passed to 3,377' MD. Directionally drilled 8-1/2" production section to 3,591' MD. Total footage 214' MD. 3/13/2016 4,250’ 659’ Directionally drilled 8-1/2" production section to 4,250' MD. Back reamed and pumped out of hole to 414' MD. An extensive wireline logging run, running 7” casing, running 3 ½” tubing, wireline perforating, fracking, and well testing procedures (contingent) were planned but not yet completed at the time of this report. Casing shoes, total depths, markers, and formation tops for Ti miaq 6 are listed in Table 2, below. Formation tops, markers and the wellbore geometry are displayed graphically in the vertical section presented in Figure 2. TABLE 2: FORMATION TOPS, MARKERS AND CASING DEPTHS Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,907' -2,780' -31'high to prog Albian 93 3,223' 3,223' -3,096' 3,190' 3,189' -3,062' -34'high to prog Top Falcon 3,413' 3,413' -3,286' 3,372' 3,371' -3,244' -42' high to prog Base Falcon 3,548' 3,548' -3,421' 3,521' 3,520' -3,393' -28' high to prog Res Marker 3,696' 3,696' -3,569' 3,660' 3,659' -3,532' -37' high to prog Top Willow Interval 3,759' 3,759' -3,632' 3,736' 3,735' -3,608' -24' high to prog Base Willow 3,874' 3,874' -3,747' 3,844' 3,843' -3,716' -31' high to prog TD 4,827' 4,827' -4,700' 4,250' 4,249' -4,122' -578' high to plan Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Figure 2: Ti miaq 6 Vertical Section Profile with Formation Tops and Markers Geologic Summary: Ti miaq 6 marker depths were correlated using the nearby wells Ti miaq 2, Hunter A, Grandview 1, Cassin 6, West Fish Creek 1, and Scout 1. Confidence in the selection of the marker beds is high due to the clarity and proximity of the correlation logs. Gas peaks on the mud log matched LWD resistivity peaks. Geological supervision commenced at the surface and continued to Total Depth. Ti miaq 6 was drilled with 10.5 ppg recycled Kla-Shield mud (instead of standard spud mud) from surface to 2,110’ md. This change in procedure was, in part, a cost savings and a solution to dealing with highly hydrophilic clays in the Colville group. Using the inhibited Kla-Shield mud was successful in mitigating balling issues (see photos below for comparison) and no issues were encountered getting surface casing to bottom. Fresh 9.5 ppg MI Kla-Shield water based mud was utilized from 2,110’ md to the core point at 3,377’ md. A 9.5 ppg low invasion coring fluid with deuterium tracer was used for the cored section from 3,377’ md to 3,477’ md. Colville Group claystone using regular spud mud on Ti miaq 2, 1,980’-2,010’ md Colville Group claystone using recycled KLA-Shield mud on Ti miaq 6, 1,960’-1,990’ md Weatherford mudloggers collected 30’ cutting samples (7 sets of washed – 2 air dried, 5 oven dried) from surface to 3,350’ md. Wet samples were also collected every 30’ in the surface section for hydrate studies and sent to the U.S. Geological Survey. Seven sets of washed and dried 10’ samples were gathered through two areas of interest between ~3,350’ to 3,480’ md (Falcon interval) and from 3,730’ md to 3,910’ md (Willow). Additional spot samples were caught as needed to make necessary lithology distinctions and to assist the rig team with assessing wellbore stability, hole cleaning, picking core point, and related issues. Gas samples were collected in Isotubes once every 500’ from surface to the surface casing point at 2,090’ md and in 30’ intervals below the surface shoe. During incidences of significant gas peaks above background and during the areas of interest, Isotube sampling frequency was increased to every 10’ md. Rate of penetration was controlled to 50’ feet per hour through any zones of interest for good data/sample collection. The Colville Group was drilled from the base of the conductor at 107’ md to 2,349’ md / 2,222’ sstvd. The samples mainly consisted of light to medium gray, soft to firm, hydrophilic bentonitic claystone. The claystone was often silty and interbedded with sandy siltstone to occasionally very fine grained sandstone. The claystone is often high in white to buff ash fall-tuff, which was variably weathered to bentonite (for more detailed lithology descriptions, see the Lithological Descriptions section below). The base of the permafrost was picked at 832’ md / -705’ sstvd. No hydrates were encountered. There were no obvious hydrocarbon indicators observed in the Colville and gas levels were low with background averaging between 70 and 100 units at the base. The top of the Nanushuk Formation, indicated by the K-3 marker, was encountered at 2,349’ md / -2,222’ sstvd. The sample collected at 2,350’ md contained a weak oil show, which consisted of some spotty bright yellow sample fluorescence and an associated immediate diffuse yellow to white cut fluorescence. The sample also contained minor free oil (pic below). Max gas was ~108 units. Sample from 2350’ md just below the K-3 marker containing minor amounts of free oil Nanushuk samples dominantly consisted of interbedded light to medium gray claystone, siltstone, and rarely, very fine grained sandstone. Silts and sands were often entrained in thick and sticky amorphous clay blobs, causing the samples to be gritty in texture. Several minor hydrocarbon shows were observed between 2,410’ md to 2,470’ md (photos below). Free oil Free oil in sample from 2,410’ – 2,440’ md Free oil in sample from 2,440’ – 2,470’ md After observing a drilling break and confirming the presence of sand from a bottoms-up sample at 3,376’ md, the drilling BHA was pulled out of the hole and an 8.5” coring BHA was ran in to bottom to obtain ~102’ of 4” diameter core through the Falcon interval. Core chips were collected every 3’ of recovered core (Falcon core chip descriptions located below in Table 4). Below the top of Falcon, an increase in very fine grained sandstone was noted along with the presence of increased hydrocarbon shows (gas, fluorescence, cut fluorescence, petroleum odor), especially in the middle to lower middle section of the Falcon interval from ~3,419’ to ~3,473’ md. The Falcon interval log profile (Figure 3) indicates the presence of thinly bedded, potentially hydrocarbon bearing sands with minor corresponding gas peaks (max gas = 50 units at 3,420’ md). The Falcon sand log profile shows gross total vertical thickness (TVT) of ~149 feet. Potential net oil pay is difficult to calculate in the field as oil bearing sands could be thinly bedded and near non hydrocarbon bearing silts and clays which can cause resistivity levels to read lower and can be misleading overall. Using a 10 ohm cutoff, net oil pay calculates to ~17’ TVT. The resistivity curves, for the most part, over lay each other suggesting a low invasion profile. No sizeable gains or losses were observed. Free oil Free oil Figure 3: Falcon Interval Log Profile The Willow interval (Nanushuk member) was penetrated at 3,736’ md (-3,608’ sstvd). Willow cuttings consisted of moderately well sorted, very fine grained to silt sized quartz-lithic sandstone and interbedded light to medium gray siltstone and minor amounts of light gray claystone. Commonly, the sands were grain supported with quartz overgrowth, while most cutttings displayed very slight reaction to HCl-. Sandstones often graded to silty sandstone and a fair amount of light to medium gray sandy siltstone was present. Fair to moderate oil shows consisting of weak to moderately strong pale yellow sample fluorescence, light brown oil staining, free oil in sample, and slow milky cut fluorescence of grain-supported sandstone cuttings were observed. Background gas levels averaged between 400 and 500 units with a peak of ~875 units at 3,775’ md. Background gas dropped off after ~3,844’ md, the base of the Willow interval. The Willow interval log profile shows gross TVT of ~108 feet (Figure 4). Net oil pay is difficult to calculate in the field as topset oil bearing sands, such as Willow, are often thinly bedded and near non hydrocarbon bearing silts and clays which can cause resistivity levels to read lower and can be misleading overall. Using a 10 ohm cutoff, net oil pay calculates to ~48’ TVT. The resistivity curves, for the most part, over lay each indicating a low invasion profile. No sizeable gains or losses were observed. The Ti miaq 6 final depth of 4,250’ md/4,249’ tvd/-4,122’ sstvd was picked 406’ md below the base of the Willow interval. Drilling was completed on March 13, 2016 at 13:45 hours. The 4,250’ of footage was drilled in 213 hours for an overall rate of penetration of 20 feet per hour. This time includes drilling and survey time, connections, rig service and minor repairs, coring, waiting on weather, and all other rig related activities after commencement of drilling the well. Top Falcon 3,372’ md Base Falcon 3,521’ md Figure 4: Willow Interval Log Profile Base Willow 3,844’ md Top Willow 3,736’ md Lithological Descriptions: Sample descriptions are interpretive. Pick depths for formation tops are included with the sample descriptions for reference. Zones with observed shows are highlighted in yellow. Measured Depths (ft) Sample Description 107-130 Claystone, light to medium gray, firm, sticky and hydrophilic with water, occasional slightly silty, minor chert pebble and woody debris. 130-160 Tuff, white to buff, micro to micaceous, glass shards 160-340 Claystone, light to medium gray, firm, sticky and hydrophilic with water, occasional slightly silty, minor white tuff 340-400 Claystone, 80 to 85%, light to medium gray, firm, sticky and hydrophilic with water, occasional slightly silty; Tuff, 15 to 20%, white to buff, waxy, occasional sugary, micro to micaceous. 400-490 Claystone, 70 to 75%, light to medium gray, firm, sticky and hydrophilic with water, occasional silty, bentonitic; Tuff, 25 to 30%, white to buff, minor grain, waxy, occasional sugary, micro to micaceous, some weathered to bentonite. 490-580 Claystone, light to medium gray, firm, sticky and hydrophilic with water, occasional silty. 580-670 Claystone, light to medium gray, firm, sticky and hydrophilic with water, occasional silty, trace very fine grained sand. 670-700 Claystone, light to medium gray, firm, sticky and hydrophilic with water, occasional silty, minor dark gray carbonaceous shale, trace very fine grained sand. 700-760 Sandstone, 85%, light gray, very fine grained, well sorted, rounded, dominantly quartz, common lithics, clay matrix, soft. Claystone, 15%, light to medium gray, slightly firm, sticky and hydrophilic with water, silty. 760-790 Carbonaceous shale, 80%, dark brown to black, slightly firm to firm, flaky, occasional grades to lignite; Sandstone, 20%, light gray, very fine grained, moderately sorted, soft, friable, micaceous. 790-820 Sandstone, light to medium gray, very fine grained to fine, moderately to poorly sorted, minor grain supported, sli firm, lithic, micaceous. 820-850 Sandstone, 65%, light gray, very fine grained, fair sorted, rounded, dominantly quartz, common lithics, silty to occasional clay matrix, soft. Claystone, 35%, light gray, slightly firm to soft, sticky and hydrophilic with water, very silty in part. 832 Base of Permafrost, - 605' SSTVD 850-880 Siltstone, 60%, light to medium gray, grades to silty claystone, silt content decrease with depth; Claystone, 40%, light to medium gray, slightly firm, some dark gray. 880-1000 Claystone, medium to light gray, soft to sli firm, occasional subplaty, sticky and hydrophilic with water, moderately silty, silt content decreasing with depth. 1000-1060 Claystone, medium to light gray, soft to firm, earthy, occasional waxy, occasional subplaty, hydrophilic, silty, upper to 40% silt grains. 1060-1090 Claystone, 80%, medium to light gray, soft to firm, earthy, occasional waxy, occasional subplaty, silty, upper to 40% silt grains; Siltstone, 20%, light gray, quartz, angular, well sorted, moderately consolidated, hard, calcareous cement. 1090-1120 Siltstone, 70%, light gray, quartz, angular, well sorted, moderately consolidated, hard, calcareous cement; Claystone, 30%, dark to light gray, soft to slightly firm, occasional subplaty, silty. 1120-1210 Siltstone, medium to light gray, quartz, angular, well sorted, poorly consolidated, soft, trace calcareous cement, well lithics and 20 to 40% hydrophilic, clay matrix; occasional stringer hard, calcareous cemented, siltstone. 1210-1270 Claystone, medium gray, soft to slightly firm, rounded cuttings, hydrophilic, silty, 35% silt. 1270-1360 Siltstone, medium to light gray, quartz, angular, well sorted, poorly consolidated, soft, trace calcareous cement, 20 to 40% hydrophilic to clay matrix, well lithics and trace pyrite; occasional stringer hard, calcareous cemented, siltstone. 1360-1450 Sandstone, medium gray, silt to very fine grained, quartz, rounded to angular, moderately sorted, with 20 to 45% hydrophilic to clay matrix, occasional hard, calcareous cemented, siltstone stringers. 1450-1570 Siltstone, medium gray, sub angular, moderately sorted, occasional very fine sand, with 20 to 45% hydrophilic to clay matrix. 1570-1630 Claystone, medium gray, earthy, firm, rounded cuttings, silty, hydrophilic. 1630-1660 Siltstone, medium gray, quartz, sub rounded to sub angular, moderately sorted, minor calcareous cement, 20% clay matrix. 1660-1750 Claystone, medium gray, earthy, soft to firm, flat to rounded cuttings, silty, hydrophilic, trace calcareous, siltstone stringers. 1750-1780 Claystone, medium gray, earthy, soft to firm, flat to rounded cuttings, moderately silty, hydrophilic, minor white tuff, trace calcareous. 1780-1900 Claystone, light to medium gray, earthy, soft to firm, flat to rounded cuttings, moderately silty, hydrophilic, trace calcareous. 1900-2020 Claystone, light to medium gray, earthy, soft to firm, flat to rounded cuttings, moderately silty, hydrophilic, trace white tuff, trace calcareous. 2020-2090 Claystone, light to medium gray, earthy, soft to firm, flat to rounded cuttings, increasing silt content, hydrophilic, minor calcareous. 2,080 9 5/8" Surface Casing, -1,953' SSTVD 2110-2140 Siltstone, light to medium gray, quartz, sub angular to sub rounded, slightly consolidated, trace calcareous cement. 2140-2170 Sandstone, light to medium gray, silt to fine grained, quartz, sub angular to sub rounded, slightly consolidated, trace calcareous cement. 2170-2230 Siltstone, light to medium gray, minor very fine sand, quartz, sub angular to sub rounded, slightly consolidated, trace calcareous cement. 2230-2320 Claystone, light to medium gray, earthy, soft to firm, flat to rounded cuttings, occasionally flaking along sub to platy partings, moderately silty, hydrophilic, trace calcareous cement. 2,349 K-3 marker, -2,222' SSTVD 2320-2350 Siltstone, 80%, light to medium gray, slightly firm to firm, clayey; Sandstone, 20%, light gray, lithic, very fine grained, rounded to subrounded, slightly consolidated, argillaceous, spotty bright yellow fluorescence, diffuse yellow to white cut fluorescence, light brown stain, trace free oil in sample. 2350-2410 Siltstone, light gray, soft to slightly firm, very argillaceous, hydrophilic, sticky, earthy, slightly to moderately calcareous, minor very fine grained sandstone. 2410-2440 Sandstone, 60%, light gray, dominantly quartz, some scattered lithics, very fine grained, moderately sorted, rounded to subrounded, slightly consolidated, very argillaceous, spotty bright yellow fluorescence, diffuse yellow to white cut fluorescence, light brown stain, trace free oil in sample; Siltstone, 40%, light to medium gray, slightly firm to soft, clayey. 2440-2470 Sandstone, 70%, light gray, dominantly quartz, some scattered lithics, very fine grained, moderately sorted, rounded to subrounded, slightly consolidated, very argillaceous, 95% pale yellow fluorescence, very weak diffuse yellow to cut fluorescence, light brown stain, abundant free oil pops in sample, weak petro odor; Siltstone, 30%, light to medium gray, slightly firm to soft, clayey. 2470-2560 Sandstone, 70%, light gray, dominantly quartz, some scattered lithics to very lithic in part, very fine grained, moderately sorted, rounded to subrounded, silty in part, occasional grades to sandy siltstone, no sample fluorescence; Siltstone, 30%, light to medium gray, slightly firm to firm, micaceous, occasional clayey. 2560-2680 Siltstone, 70%, light to medium gray, slightly firm to firm, occasional grades to very fine grained sand, micaceous, clay content increasing with depth; fair sorted, rounded to subrounded, dominantly matrix supported, occasional grades to sandy siltstone, no sample fluorescence. Sandstone, 30%, light gray, some scattered lithics to very lithic in part, very fine grained, 2680-2800 Sandstone, 75%, light gray, dominantly quartz, some scattered lithics to very lithic in part, very fine grained, moderately sorted, rounded to subrounded, silty in part, occasional grades to sandy siltstone, argillaceous in part, no sample fluorescence; Siltstone, 35%, light to medium gray, rare dark gray, slightly firm to firm, micaceous, occasional clayey. 2800-2890 Siltstone, light to medium gray, slightly firm to soft, micaceous, argillaceous, minor very fine grained sand, trace calcareous, increasing clast matrix with depth. 2890-2950 Siltstone, 70%, medium gray, slightly firm to soft, sand interbeds; Sandstone, 30%, light gray, very fine grained quartz, trace lithics, sub rounded, moderately sorted, slightly consolidated, trace calcareous cement. Albian 97 marker, -2,781' SSTVD 2950-3010 Siltstone, medium gray, quartz, subrounded, slightly consolidated hydrophilic to clast matrix. 3010-3070 Claystone, light to medium gray, earthy, gritty, soft to slightly firm, rounded cuttings, silty, trc calcite, clast content inc well/ depth 3070-3100 Siltstones, medium gray, quartz, sub rounded, soft, slightly consolidated, hydrophilic to clast matrix. 3100-3190 Claystone, light to medium gray, earthy, gritty, soft, flat to rndd cuttings, silty, trace mica. 3,190 Albian 93 marker, -3,062' SSTVD 3190-3250 Siltstone, medium gray, quartz, sub rounded, moderately sorted, slightly consolidated, trace lithics, moderately shaly to very shaly,. 3250-3280 Siltstone, tan, light to medium gray, quartz, sub rounded, moderately sorted, slightly consolidated to consolidated, trace lithics, clay matrix 3280-3360 Claystone, light to medium gray, earthy, gritty, soft to slightly firm, rounded cuttings, silty, trace mica, trace pyrite, some interbedded siltstone. 3,377 Top Falcon, -3,249' SSTVD 3380-3410 Siltstone, light to medium gray, slightly firm to firm, minor thin carbonaceous lamination, trace very fine grained sand grains, no hydrocarbon indicators. 3419-3422 Sandstone, light gray to tan, very fine grained to fine grained, quartz, sub angular to sub rounded, well sorted, spotty bright fluorescence; moderately milky slightly bright yellow to white cut, strong odor, live oil show. 3425 Sandstone, very light gray, very fine grained to lower fin grained, quartz, calcareous cement, very hard, poor vis porosity. 3425-3480 Sandstone, light gray to tan, very fine grained to fine grained, quartz, lithic, poorly to well sorted, silty in part, occasional calcareous cement zones, spotty bright fluorescence, diffuse yellow to white cut fluorescence, occasional blue to white, weak to strong odor (see core chip descriptions for more info). 3480-3540 Claystone, light gray, soft, amorphous, hydrophilic, silty, slightly gritty, minor black carbonaceous material disseminated in sample. 3,521 Base Falcon, -3.393' SSTVD 3540-3600 Siltstone, 65 to 70%, light gray, argillaceous, soft, micaceous, entrained in sticky clays, abundant mud additive CaCl in sample; Claystone, 30 to 35% light gray, soft, amorphous, hydrophilic, slightly gritty, minor black carbonaceous material disseminated in sample. 3600-3690 Siltstone, light to medium gray, argillaceous, soft, micaceous, abundant mud additive CaCl in sample, upper to 90%. 3690-3720 Claystone, light gray, soft, amorphous, hydrophilic, silty, slightly gritty, minor black carbonaceous material disseminated in sample. 3,736 Top Willow, -3.608' SSTVD 3720-3730 Sandstone, light gray to tan, silt to very fine sand, quartz, sub angular to sub rounded, well sorted, rounded cuttings, spotty bright fluorescence; moderately milky, slightly bright yellow cut, very poor samples. 3730-3740 as above; spotty bright fluorescence, fast streaming bright yellow cut, very poor samples 3740-3750 as above; spotty bright fluorescence, moderately milky bright yellow cut, very poor samples 3750-3760 as above; spotty bright fluorescence, fast streaming bright yellow cut, very poor samples 3760-3770 as above; spotty moderately fluorescence, slow milky faint yellow cut, very poor samples 3770-3780 as above; spotty moderately fluorescence, fast streaming bright yellow cut, very poor samples 3780-3800 as above; spotty moderately fluorescence, slow milky very faint yellow cut, very poor samples 3810-3830 as above; trace spotty moderately fluorescence, no cut, very poor samples 3830-3880 Siltstone light gray, clay to silt , quartz, sub rounded, well sorted, soft, hydrophilic matrix, no fluorescence, no cut, very poor samples 3880-3910 Siltstone light gray, silt fine grained sand , quartz, sub rounded to sub angular, well sorted, consolidated, hydrophilic matrix. 3910-3970 Claystone, medium gray, soft, gummy, silty, hydrophilic, trace lithics and mica 3970-4060 Siltstone light gray, silt fine grained sand , quartz, sub rounded to sub angular, well sorted, consolidated, hydrophilic matrix, trace lithics and mica. 4060-4250 Claystone, medium gray, soft, gummy, silty to very fine sandy, hydrophilic, pyrite, trace lithics, trace mica TD at 4,235' MD to -4,146' SSTVD, 13:45 hours, 03/13/2016 Core Chip Descriptions TABLE 4: FALCON INTERVAL CORE CHIP DESCRIPTIONS CORE DESCRIPTION REPORT: Ti miaq 6 - Core #1 Date:03/11/16 API No: Formation: Field:Start Depth (md):3,377'Start depth (tvd):3,376'Core Barrel Type:6.75"x4" HTC30 End Depth (md):3,479'End depth (tvd):3,476'Core Barrel Size:4" Total Footage:102'Core Recovered (ft)102'Core Recovered (%):100% Depth Lithology Color Cement Matrix Structures Grain Size Sorting Porosity Odor Staining Fluorescence Cut Fluor? Comments 3377 sandstone lt gray argill massive vfg poor-fair poor none none none none 3380 sandstone lt gray argill massive vfg poor-fair poor none none none none 3383 siltstone med gray argill none silt poor none none none none 3386 sandstone lt gray argill massive vfg poor-fair poor none none none none 3387 sandstone lt-med gray none silt sucrosic silt-vfg fair-poor poor-fair none none none none 3389 siltstone med gray argill none silt poor none none none none com carb flakes 3392 sandstone lt gray none none massive vfg mod well fair-good none none none none 3395 siltstone med gray argill none silt poor none none none none com carb flakes 3398 sandstone lt-med gray none silt sucrosic silt-vfg fair-poor poor-fair none none none none 3401 siltstone med gray argill none silt poor none none none none 3404 sandstone lt gray none none massive silt-vfg fair-poor poor-fair none none none none 3407 siltstone med gray argill none silt poor none none none none com carb flakes 3410 siltstone med gray argill massive silt poor none none none none com carb flakes 3413 siltstone med gray argill massive silt-vfg poor poor none none none none com carb flakes 3414 siltstone med gray argill massive silt poor none none none none com carb flakes 3417 siltstone med gray argill massive silt-vfg poor poor none none none none sli sucrosic 3419 sandstone lt gray sli silica silt massive silt-lfg poor poor mod none 50% bri yel slo strm, wht mnr calc 3422 sandstone lt brn gray sli silica none massive vfg-fg mod well good strong lt brown 95% bri yel strong, blu-wht lithic 3425 sandstone lt gray calcareous none massive vfg-fg mod well poor mod none 50% dull yel none very hard 3428 sandstone lt gray sli calc silt massive silt-vfg fair-poor poor-fair strong none 50% bri yel diffuse dull yel 3431 sandstone lt brn gray sli silica none massive fg mod well good strong lt brown 95% bri yel strong yel-wht lithic 3434 sandstone lt brn gray sli silica none massive vfg-fg mod well good strong lt brown 95% bri yel mod blu-wht lithic 3437 siltstone lt gray calcareous massive silt-vfg poor poor mod none 10% dull yel none sandy 3440 siltstone lt gray calcareous massive silt-vfg poor poor weak none none none sandy 3443 sandstone lt gray mod calc silt massive silt-vfg poor poor weak none 10% bri yel none 3446 sandstone lt brn gray sli silica none massive fg mod well good strong lt brown 95% bri yel strong yel-wht 3447.8 sandstone lt brn gray none none massive fg mod well good strong lt brown 95% bri yel strong yel-wht soft, friable 3449 siltstone lt gray mnr calc argill massive silt poor-fair poor none none tr dull yel none 3452 sandstone very lt gray mnr calc argill massive silt-vfg poor poor weak none 5% dull yel weak diff wht 3455 sandstone lt brn gray none none massive fg-vfg fair-mod good strong lt brown 90% bri yel strong blu-wht friable 3458 siltstone lt gray mod calc silt massive silt poor poor none none none none 3461 sandstone lt gray mod calc silt massive silt-vfg poor poor weak none 10% bri yel none very silty 3464 sandstone lt gray mod calc silt massive silt-vfg poor poor none none none none very silty 3467 sandstone med-lt gray mod calc silt massive silt-vfg poor poor weak none 25% bri yel weak diff yel very silty 3470 sandstone lt gray tr calc none massive silt-vfg fair fair mod none 90% pale yel strong blu-wht 3473 sandstone med gray mod calc silt massive silt-vfg poor poor-fair weak none 25% bri yel weak diff wht 3476 siltstone lt-med gray mod calc silt massive silt-vfg poor poor none none 5% bri yel v weak diff Barry Wright Contact Phone #'s: Geology 670-4978; Directional Driller 670-4312; Mud Logger 670-4906; Company Man 670-4976. Description Summary Greater Mooses Tooth - NPRA 50-103-20731-00-00 Ben Gross Comments Geologists: Falcon Interval Falcon sample fluorescence (none), 3,377’ md to 3,407’ md Falcon cut fluorescence (none), 3,377’ md to 3,407’ md 3,377’ 3,380’ 3,383’ 3,386’ 3,387’ 3,392’ 3,389’ 3,395’ 3,398’ 3,401’ 3,407’ 3,404’ 3,407’ 3,404’ 3,401’ 3,398’ 3,395’ 3,392’ 3,389’ 3,387’ 3,386’ 3,383’ 3,380’ 3,377’ Falcon sample fluorescence, 3,410’ md to 3,440’ md Falcon cut fluorescence, 3,410’ md to 3,440’ md 3,410’ 3,417’ 3,414’ 3,422’ 3,413’ 3,431’ 3,425’ 3,419’ 3,428’ 3,410’ 3,428’ 3,440’ 3,413’ 3,414’ 3,425’ 3,417’ 3,422’ 3,419’ 3,437’ 3,434’ 3,431’ 3,434’ 3,437’ 3,440’ Falcon cut fluorescence, 3,443’ md to 3,473’ md Falcon cut fluorescence, 3,443’ md to 3,473’ md 3,443’ 3,446’ 3,447.8’ 3,449’ 3,455’ 3,458’ 3,461’ 3,464’ 3,467’ 3,470’ 3,473’ 3,452’ 3,446’ 3,443’ 3,452’ 3,455’ 3,447.8’ 3,449’ 3,458’ 3,461’ 3,464’ 3,467’ 3,470’ 3,473’ Falcon Core #1 Chip Pictures Depth: 3,377’ md Depth: 3,377’ md Depth: 3,380’ md Falcon Core #1 Chip Pictures Depth: 3,380’ md Depth: 3,383’ md Depth: 3,386’ md Depth: 3,386’ md Depth: 3,387’ md Depth: 3,387’ md Depth: 3,389’ md Depth: 3,389’ md Depth: 3,392’ md Depth: 3,392’ md Depth: 3,395’ md Depth: 3,395’ md Depth: 3,398’ md Depth: 3,398’ md Depth: 3,401’ md Depth: 3,401’ md Depth: 3,404’ md Depth: 3,404’ md Depth: 3,407’ md Depth: 3,407’ md Depth: 3,410’ md Depth: 3,410’ md Depth: 3,413’ md Depth: 3,413’ md Depth: 3,414’ md Depth: 3,417’ md Depth: 3,419’ md Depth: 3,419’ md Depth: 3,422’ md Depth: 3,422’ md Depth: 3,425’ md Depth: 3,425’ md Depth: 3,428’ md Depth: 3,428’ md Depth: 3,431’ md Depth: 3,431’ md Depth: 3,434’ md Depth: 3,434’ md Depth: 3,437’ md Depth: 3,440’ md Depth: 3,443’ md Depth: 3,443’ md Depth: 3,446’ md Depth: 3,446’ md Depth: 3,448’ md Depth: 3,448’ md Depth: 3,449’ md Depth: 3,449’ md Depth: 3,452’ md Depth: 3,452’ md Depth: 3,455’ md Depth: 3,455’ md Depth: 3,458’ md Depth: 3,458’ md Depth: 3,461’ md Depth: 3,461’ md Depth: 3,464’ md Depth: 3,464’ md Depth: 3,467’ md Depth: 3,467’ md Depth: 3,470’ md Depth: 3,470’ md Depth: 3,473’ md Depth: 3,473’ md Depth: 3,476’ md Depth: 3,476’ md Wellsite Geologic Morning Reports DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/05/16 Report #1 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:1,257'Previous Depth (md): Footage Last 24 hrs 1,257' Present Depth (tvd):1,257'Fm @ Present Depth: Present Activity: Drilling ahead Plan Ahead: Drill ahead to surface section TD, CBU, backream out of hole, lay down BHA #2, rig up and run 9 5/8" casing 3/4/2016 0415 Drilling ahead 12 1/4" hole from 107' md to 260' md 0715 Pull out of hole, lay down clean out BHA #1 0815 Clean and clear rig floor 0830 Hold for weather conditions 1015 PJSM, plug into MWD tools, make up motor and bit, pick up BHA #2 1200 PJSM, load sources 1400 Pick up 1 stand, flex collar, saver sub 1430 Test MWD (good) 1445 Drill ahead new 12 1/4" hole from 260' md to 488' md 1800 Drill ahead new 12 1/4" hole from 488' md to 804' md 3/5/2016 0000 Drill ahead new 12 1/4" hole from 804' md to 1,257' md 0600 Drill ahead new 12 1/4" hole from 1,257' md Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:816.88' 0.44° 32.27° 816.86' -689.76' 4.28' 1.77' 4.28' 0.08° 1,004.00' 0.68° 57.02° 1,003.98' -876.88' 5.49' 3.08' 5.49' 0.18° BHA #2 - 1.15* bend motor with 8.5" milled tooth bit, MWD, LWD, sonic, ultrasonic, density, neutron Sensor distances to bit: Pressure - 45.97' // Res - 48.30' // GR - 48.47' // D+I - 73.83' // Sonic - 107.39' // Ultrasonic - 132.33' // Den - 132.88' // Neu - 139.39' MW - 10.5 ppg 9 5/8" FIT/LOT = N/A DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' K-5 -- -- -- 9-5/8" Casing Shoe -- -- -- Surface Hole TD 2,128' 2,128' -2,001' 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' Albian 97 2,938' 2,938' -2,811' Albian 93 3,223' 3,223' -3,096' Top Falcon 3,413' 3,413' -3,286' Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Colville Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window N/A DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/06/16 Report #2 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:2,090'Previous Depth (md): 1,257'Footage Last 24 hrs 833' Present Depth (tvd):2,090'Fm @ Present Depth: Present Activity: Running 9 5/8" casing Plan Ahead: Run 9 5/8" casing to bottom, circulate and condition mud, rig up cementers, cement casing in place, rig down diverter, nipple up BOPE, test BOPE 3/5/2016 0600 Drill ahead new 12 1/4" hole from 1,257' md to 1,543' md 1200 Drill ahead new 12 1/4" hole from 1,543' md to 1,950' md 1800 Drill ahead new 12 1/4" hole from 1,950' md to 2,090' md 1945 Circulate bottoms up until hole clean 2045 Blow down top drive, monitor well for 30 minutes, change out pin on topdrive 2115 Send command to SLB tool, backream out of hole from 2,090' md to 1,005' md 3/6/2016 0000 Continue to pull out of hole, lay down BHA #2 0430 Flush stack, clean and clear rig floor 0530 Rig up casing equipment and prepare to pick up and run in hole with 9 5/8" casing 0600 Run 9 5/8" casing Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:2,016.02' 0.93° 63.71° 2,015.88' -1,888.78' 13.86' 15.33'13.86' 0.17° Projection to TD:2,090.00' 0.93° 63.71° 2,089.86' -1,962.76' 14.40' 16.40'14.40' 0.00° No BHA - running 9 5/8" casing Sensor distances to bit: N/A MW - 10.5 ppg 9 5/8" FIT/LOT = N/A DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' high to prognosis K-5 -- -- -- 1,541' 1,541' -1,414' -- 9-5/8" Casing Shoe -- -- -- Surface Hole TD 2,128' 2,128' -2,001' 2,090' 2,090' -1,963' -38' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' Albian 97 2,938' 2,938' -2,811' Albian 93 3,223' 3,223' -3,096' Top Falcon 3,413' 3,413' -3,286' Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Colville Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window N/A DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/07/16 Report #3 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:2,090'Previous Depth (md): 2,090'Footage Last 24 hrs Present Depth (tvd):2,090'Fm @ Present Depth: Present Activity: Nippling up BOPE Plan Ahead: Test BOPE, pick up BHA #3, run in hole, tag cement, perform casing integrity test, drill out float/shoe track/20' of new hole, perform FIT/LOT 3/6/2016 0600 Rig up and run in hole with 9 5/8" casing 1200 Continue to run in hole with 9 5/8" casing from 1,593' md to TD 1415 Stage up mud pumps, circulate and condition mud for cement job 1615 PJSM, cement 9 5/8" casing in place at 2,080' md 1915 PJSM, rig down cement equipment, flush stack, lay down landing joint 1945 Nipple down diverter 2200 Pull in well head and orient 2115 Pick up stack and change out manual kill valve 3/7/2016 0000 Continue to nipple up BOPE 0600 Continue to nipple up BOPE Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:2,016.02' 0.93° 63.71° 2,015.88' -1,888.78' 13.86' 15.33'13.86' 0.17° Projection to TD:2,090.00' 0.93° 63.71° 2,089.86' -1,962.76' 14.40' 16.40'14.40' 0.00° No BHA - running 9 5/8" casing Sensor distances to bit: N/A MW - 10.5 ppg 9 5/8" FIT/LOT = N/A DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' high to prognosis K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' Albian 97 2,938' 2,938' -2,811' Albian 93 3,223' 3,223' -3,096' Top Falcon 3,413' 3,413' -3,286' Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Colville Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/08/16 Report #4 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:2,090'Previous Depth (md): 2,090'Footage Last 24 hrs Present Depth (tvd):2,090'Fm @ Present Depth: Present Activity: Testing casing Plan Ahead: Drill out float/shoe track/20' of new hole, perform FIT (16.0 max)/LOT (12.9 min), swap to 9.5 ppg kla-shield, drill ahead 3/7/2016 0600 Continue to nipple up BOPE 0715 PJSM perform BWM, open ram doors and inspect 0945 Nipple up choke line, center up stack and install riser 1100 PJSM rig up to perform full body test 1200 Perform full body test 1300 PJSM, pick up 7 stands of drill pipe 1415 Lay down mouse hole, rig up to test BOPE 1530 Test BOPE 2100 Rig down test equipment, blow down lines 2130 PJSM, set wear bushing 2200 PJSM, pick up drill pipe (waiting on SLB tools to arrive on location) 3/8/2016 0000 PJSM, make up and pick up BHA #3 0300 Run in hole with BHA #3 to 1,500' md, shallow hole test MWD/LWD (good), continue to run in hole to 1,970' md 0430 Wash down and tag cement at ~1,987' md, circulate and condition mud 0530 Rig up test equipment, test casing to 3,000 psi for 30 minutes 0600 Continue to test casing Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:2,016.02' 0.93° 63.71° 2,015.88' -1,888.78' 13.86' 15.33'13.86' 0.17° Projection to TD:2,090.00' 0.93° 63.71° 2,089.86' -1,962.76' 14.40' 16.40'14.40' 0.00° BHA #3 - PowerDrive rotary steerable with 8.5" PDC bit and EcoScope MWD/LWD Sensor distances to bit: PDGR - 7.11' // GR - 25.68' // D+I - 27.40' // Den - 29.64' // Ultrasonic - 31.00' // Res - 35.660' // Neu - 36.50' // Sonic - 91.27' MW - 10.5 ppg 9 5/8" FIT/LOT = N/A DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prognosis K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' Albian 97 2,938' 2,938' -2,811' Albian 93 3,223' 3,223' -3,096' Top Falcon 3,413' 3,413' -3,286' Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Colville Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/09/16 Report #5 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:3,082'Previous Depth (md): 2,090'Footage Last 24 hrs 992' Present Depth (tvd):3,082'Fm @ Present Depth: Present Activity: Drilling ahead Plan Ahead: Drill to casing point, CBU, backream out of hole to shoe, CBU, POOH, lay down BHA, pick up coring BHA, RIH, swap mud, add tracer and mix, core 120' 3/8/2016 0600 Test casing to 3,000 psi for 30 minutes 0630 Wash down from 1,970' md, top of cement at 1,987' md, top of plugs at 2,002' md 0715 Drill out shoe track and float collar 1000 Drill from 2,090' md to 2,110' md 1015 Pull out of hole from 2,110' md to 2,060' md 1030 Circulate and condition mud 1045 Rig up and perform FIT to 16.0 ppg EMW, rig down test equipment 1145 Run in hole to 2,075' md 1200 PJSM, Run in hole to bottom and displace to 9.5 ppg Kla-Sheild mud 1215 Drill ahead new 8 1/2" hole from 2,110' md to 2,305' md 1330 Stop drilling and troubleshoot PowerDrive rotary steerable tool face offset, drill slow and continue to troubleshoot from 2,195' md to 2,246' md 1745 Take survey at 2,305' md, troubleshoot MWD signal 1815 Dril ahead new 8 1/2" hole from 2,305' md to 2,336' md 1845 Decision made to clean out suction screens on mud pump 1900 Attempt to take surveys with no success, shut down pumps second time, pump up survey and send down link to tool 1930 Drill ahead new 8 1/2" hole from 2,336' md to 2,430' md 2045 Decision made to change out stand pipe pressure sensor for SLB 2100 Drill ahead new 8 1/2" hole from 2,430' md to 2,616' md 3/9/2016 0000 Drill ahead new 8 1/2" hole from 2,616' md to 3,082' md 0600 Drill ahead new 8 1/2" hole from 3,082' md Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:2,837.82' 0.06° 327.35° 2,837.22' -2,710.12' 26.01' 2.96'26.01' 0.04° 2,930.43' 0.06° 135.54° 2,929.83' -2,802.73' 26.02' 2.97'26.02' 0.13° 2320-2350' md - SS, lt gry, spotty bright yellow sample flour, immediate diffuse yellow-white cut fluor, minor light brown free oil in sample. Max gas ~108 units. 2410-2440' md - 60% SS, lt gry, vfg, spotty bright yellow samp fluor (~35%), immed diffuse yellow-white cut fluor, minor light brown free oil in sample, ~135u gas 2440-2470' md - 70% SS, lt gry, vfg, occ fg, argillaceous, 95% pale yell sample fluor, weak yel-wht cut fluor, abundant free oil in sample, weak petro odor BHA #3 - PowerDrive rotary steerable with 8.5" PDC bit and EcoScope MWD/LWD Sensor distances to bit: PDGR - 7.11' // GR - 25.68' // D+I - 27.40' // Den - 29.64' // Ultrasonic - 31.00' // Res - 35.660' // Neu - 36.50' // Sonic - 91.27' MW - 10.5 ppg 9 5/8" FIT/LOT = 16.0 ppg EMW DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,908' -2,781' -30'high to prog Albian 93 3,223' 3,223' -3,096' Top Falcon 3,413' 3,413' -3,286' Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Nanushuk - Albian 97 Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/10/16 Report #6 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:3,377'Previous Depth (md): 3,082'Footage Last 24 hrs 295' Present Depth (tvd):3,376'Fm @ Present Depth: Present Activity: Displacing to low invasion coring fluid Plan Ahead: Homogenize tracer, core 120', pull out of hole with core, lay down and process core, pick up drilling BHA, run in hole, drill ahead to TD 3/9/2016 0600 Drill ahead new 8 1/2" hole from 3,177' md to 3370' md 1000 Circulate bottoms up for cuttings sample 1030 Control drilling new 8 1/2" hole from 3,370' md to 3,377' md 1120 Drilling break observed at 3,376' md. Circulate bottoms up for cuttings sample 1130 Core point called at 3,377' md. Circulate bottoms up, pump hi-vis sweep 1200 PJSM, shut down and monitor well for flow, send down-link to MWD 1300 Backream out of hole from 3,377' md to 2,080' md 1600 Pump hi-vis sweep and circulate shakers clean 1630 Shut down and blow down topdrive and monitor well for flow 1700 Pull out of hole on elevators, lay down BHA #3 2000 Clean and clear rig floor 2030 PJSM, pick up core BHA, install inner core barrels, pick up drill collars and HWDP 2330 Fill pipe and run in hole from 1,053' md to 1,146' md 3/10/2016 0000 Continue to run in hole from 1,146' md to 3,100' md, wash down last 3 stands, bring onboard coring fluid 0430 Displace to 9.5 ppg low invasion coring fluid 0600 Continue to displace, then condition mud, add tracer and homogenize Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:3,305.30' 0.09° 303.08° 3,304.70' -3,177.60' 26.07' 2.98'26.07' 0.15° Projected to TD:3,377.00' 0.09° 303.08° 3,376.40' -3,249.30' 26.14' 2.89'26.14' 0.00° Coring BHA Sensor distances to bit: N/A MW - 9.5 ppg 9 5/8" FIT/LOT = 16.0 ppg EMW DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,907' -2,780' -31'high to prog Albian 93 3,223' 3,223' -3,096' 3,190' 3,189' -3,062' -34'high to prog Top Falcon 3,413' 3,413' -3,286' 3,377' 3,376' -3,249' -37' high to prog Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Nanushuk - Falcon Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/11/16 Report #6 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:3,424'Previous Depth (md): 3,377'Footage Last 24 hrs 47' Present Depth (tvd):3,423'Fm @ Present Depth: Present Activity: Coring Plan Ahead: Pull out of hole with core, lay down and process core, pick up drilling BHA, run in hole, drill ahead to TD 3/10/2016 0600 Continue to displace, then condition mud, add tracer and homogenize 1200 PJSM, continue to circulate and condition hole with tracer fluid 1330 Start coring from 3,377' md to 3,388' md 1800 Continue coring from 3,388' md to 3,407' md 3/11/2016 0000 Continue coring ahead from 3,407' md to 3,424' md 0600 Continue to core ahead from 3,424' md Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:3,305.30' 0.09° 303.08° 3,304.70' -3,177.60' 26.07' 2.98'26.07' 0.15° Projected to TD:3,377.00' 0.09° 303.08° 3,376.40' -3,249.30' 26.14' 2.89'26.14' 0.00° Coring BHA Sensor distances to bit: N/A MW - 9.5 ppg 9 5/8" FIT/LOT = 16.0 ppg EMW DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,907' -2,780' -31'high to prog Albian 93 3,223' 3,223' -3,096' 3,190' 3,189' -3,062' -34'high to prog Top Falcon 3,413' 3,413' -3,286' 3,377' 3,376' -3,249' -37' high to prog Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Nanushuk - Falcon Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/12/16 Report #7 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:3,477'Previous Depth (md): 3,424'Footage Last 24 hrs 53' Present Depth (tvd):3,476'Fm @ Present Depth: Present Activity: Pulling out of hole with core Plan Ahead: Run gamma trak across core, lay down and process core, test BOPE, pick up drilling BHA, run in hole, drill ahead to TD 3/11/2016 0600 Continue to core ahead from 3,424' md to 3,443' md 1200 Continue to core ahead from 3,443' md to 3,464' md 1800 Continue coring from 3,464' md to 3,477' md 2230 Pick up off bottom, break off core, circulate bottoms up 2315 Monitor well for flow for 30 minutes (static) 2345 PJSM, pull out of hole with core 3/12/2016 0000 Continue pulling out of hole with core 0600 Continue to pull out of the hole with core Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:3,305.30' 0.09° 303.08° 3,304.70' -3,177.60' 26.07' 2.98'26.07' 0.15° Projected to TD:3,377.00' 0.09° 303.08° 3,376.40' -3,249.30' 26.14' 2.89'26.14' 0.00° Coring BHA Sensor distances to bit: N/A MW - 9.5 ppg 9 5/8" FIT/LOT = 16.0 ppg EMW DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,907' -2,780' -31'high to prog Albian 93 3,223' 3,223' -3,096' 3,190' 3,189' -3,062' -34'high to prog Top Falcon 3,413' 3,413' -3,286' 3,377' 3,376' -3,249' -37' high to prog Base Falcon 3,548' 3,548' -3,421' Res Kick 3,696' 3,696' -3,569' Top Willow Interval 3,759' 3,759' -3,632' Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Nanushuk - Falcon Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/13/16 Report #8 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:3,810'Previous Depth (md): 3,477'Footage Last 24 hrs 333' Present Depth (tvd):3,809'Fm @ Present Depth: Present Activity: Drilling ahead Plan Ahead: Drill ahead to TD, circulate bottoms up, backream out of hole, lay down BHA, test BOPE, rig up and run wireline program 3/12/2016 0600 Continue to pull out of the hole with core 0830 Blow down topdrive, monitor well for 30 minutes (static) 0900 Lay down inner core barrels with core 1200 PJSM, continuet to lay down core barrels with core 1300 Lay down collars from derrick 1330 Clear and clean rig floor 1400 PJSM, pick up BHA #4, load sources, conitnue to pick up collars and HWDP 1530 Run in hole from 929' md to 3,000' md 1645 Wash and ream from 3,000' md to 3,300' md 1745 Start MAD pass from 3,300' md to 3,477' md 2015 Drill ahead new 8 1/2" hole from 3,477' md to 3,591' md 3/13/2016 0000 Drill ahead new 8 1/2" hole from 3,591' md to 3,810' md 0600 Drill ahead new 8 1/2" hole from 3,810' md Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:3,305.30' 0.09° 303.08° 3,304.70' -3,177.60' 26.07' 2.98'26.07' 0.15° 3,377.00' 0.09° 303.08° 3,376.40' -3,249.30' 26.14' 2.89'26.14' 0.00° BHA #4 - PowerV rotary steerable with 8 1/2" bit (RR) and and EcoScope MWD/LWD Sensor distances to bit: PDGR - 7.15' // GR - 26.06' // D+I - 27.78' // Den - 30.02' // Ultrasonic - 31.38' // Res - 36.04' // Neu - 36.88' // Sonic - 91.65' MW - 9.5 ppg 9 5/8" FIT/LOT = 16.0 ppg EMW DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,907' -2,780' -31'high to prog Albian 93 3,223' 3,223' -3,096' 3,190' 3,189' -3,062' -34'high to prog Top Falcon 3,413' 3,413' -3,286' 3,372' 3,371' -3,244' -42' high to prog Base Falcon 3,548' 3,548' -3,421' 3,521' 3,520' -3,393' -28' high to prog Res Marker 3,696' 3,696' -3,569' 3,660' 3,659' -3,532' -37' high to prog Top Willow Interval 3,759' 3,759' -3,632' 3,735' 3,734' -3,607' -25' high to prog Top Willow Sand 3,797' 3,797' -3,670' Base Willow 3,874' 3,874' -3,747' TD 4,827' 4,827' -4,700' Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Nanushuk - Willow Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd DAILY GEOLOGICAL REPORT: Ti miaq 6 Date:03/14/16 Report #9 Field: API No: RTE/KBE Geologists: Planned TD 4,800' Present Depth (md) - 6:00 am:4,250'Previous Depth (md): 3,810'Footage Last 24 hrs 440' Present Depth (tvd):4,249'Fm @ Present Depth: Present Activity: Testing BOPE Plan Ahead: Rig up and run wireline program 3/13/2016 0600 Drill ahead new 8 1/2" hole from 3,810' md to 4,116' md 1200 Drill ahead new 8 1/2" hole from 4,116' md to 4,250' md (TD) 1345 Circulate and condition mud 1600 Monitor well for flow for 30 minutes (static) 1630 Backream out of hole from 4,193' md to 2,070' md 2045 Pump high vis sweep, monitor well for 30 minutes (static) 2145 Pump out of hole from 2,070' md to 414' md 3/14/2016 0000 PJSM, lay down BHA #4 0215 Monitor well for 30 minutes (static) 0245 Continue to lay down BHA #4 0315 Clear and clean rig floor 0345 Rig up and test BOPE 0600 Continue to test BOPE Type Measured Depth Inclination Azimuth TVD TVDSS North/South East/West Vertical Section Dog Leg/100 MWD:4,191.88' 0.06° 159.63° 4,191.28' -4,064.18' 25.83' 2.85'25.83' 0.10° 4,250.00' 0.06° 159.63° 4,249.40' -4,122.30' 25.77' 2.87'25.77' 0.00° No BHA - testing BOPs Sensor distances to bit: N/A MW - 9.5 ppg 9 5/8" FIT/LOT = 16.0 ppg EMW DD/MWD 670-4312 // Geologist camp 670-4972 // Mud Logger Shack 670-4906 Top/Marker MD-prognosis TVD-prog TVDSS-prog Comment MD actual TVD actual TVDSS +/- to Prognosis Comment 12 1/4" Ti miaq 6 Surface Section Base Permafrost 777' 777' -650' 832' 832' -705' 55' deep to prog K-5 -- -- -- 1,541' 1,541' -1,414' -- -- 9-5/8" Casing Shoe -- -- -- 2,080' 2,080' -1,953' -- -- Surface Hole TD 2,108' 2,108' -1,981' 2,090' 2,090' -1,963' -18' high to plan 8 1/2" Ti miaq 6 Intermediate/Production Section K3 2,358' 2,358' -2,231' 2,349' 2,349' -2,222' -9' high to prog Albian 97 2,938' 2,938' -2,811' 2,908' 2,907' -2,780' -31'high to prog Albian 93 3,223' 3,223' -3,096' 3,190' 3,189' -3,062' -34'high to prog Top Falcon 3,413' 3,413' -3,286' 3,372' 3,371' -3,244' -42' high to prog Base Falcon 3,548' 3,548' -3,421' 3,521' 3,520' -3,393' -28' high to prog Res Marker 3,696' 3,696' -3,569' 3,660' 3,659' -3,532' -37' high to prog Top Willow Interval 3,759' 3,759' -3,632' 3,736' 3,735' -3,608' -24' high to prog Base Willow 3,874' 3,874' -3,747' 3,844' 3,843' -3,716' -31' high to prog TD 4,827' 4,827' -4,700' 4,250' 4,249' -4,122' -578' high to plan Greater Mooses Tooth - NPR-A 50-103-20731-00-00 127.1' Barry Wright / Ben Gross Last Casing / Window 9 5/8" casing @ 2,080' md / -1,953' sstvd Casing Shoes, Lateral Windows, Lateral Total Depths, Sidetracks, Markers, Formation Tops and Faults Torok Operations Summary Last Survey Lithology / Shows Comments Contact Phone #'s: Geology's rig office 670-4978 // Company Man 670-4963 (office) // Company Man 670-4976 (doghouse) // Directional Driller 659-7980 Ti miaq 6 Surveys Schlumberger Survey Report Sunday March 13 2016 3:02 AM Report by MaxWell -------------------------------------------General Information ----------------------------------------------------- Client : ConocoPhillips AlaskaInc. Well name : Tinmiaq-6 Field : NAD83 Alaska State Plane Zone 04 US Feet -------------------------------------------Survey Calculation Methods----------------------------------------------- Method for positions : Minimum Curvature Method -------------------------------------------Job Location & Elevation------------------------------------------------- Latitude : 70.2381 degrees Longitude : -152.1210degrees Permanent Datum : MSL Log Measured From : DF Elevation of LMF from MSL : 127.10 ft Elevation of TIP from MSL: 127.10 ft Depth Source : -------------------------------------------Vertical Section Origin-------------------------------------------------- Latitude (+N/S-) : 0.00 ft Departure (+E/W-) : 0.00 ft Target Azimuth : 0.0000 degrees -------------------------------------------MWD Survey Reference Criteria------------------------------------------- -----Run1----- Geomag Model: : BGGM 2015 Calculation Date: : 20-Mar-2016 Location G : 1001.99 mgn Tolerance G : 2.50 mgn Location B : 57464.51 nT Tolerance B : 300.00 nT Magnetic Dip : 80.70 degrees Tolerance Dip : 0.45 degrees -----Run2----- Geomag Model: : BGGM 2015 Calculation Date: : 20-Mar-2016 Location G : 1001.99 mgn Tolerance G : 2.50 mgn Location B : 57464.51 nT Tolerance B : 300.00 nT Magnetic Dip : 80.70 degrees Tolerance Dip : 0.45 degrees -----Run3----- Geomag Model: : BGGM 2015 Calculation Date: : 20-Mar-2016 Location G : 1001.99 mgn Tolerance G : 2.50 mgn Location B : 57464.51 nT Tolerance B : 300.00 nT Magnetic Dip : 80.70 degrees Tolerance Dip : 0.45 degrees -------------------------------------------MWD Survey Azimuth Correction-------------------------------------------- -----Run1----- Magnetic dec (+E/W-) : 17.2504 degrees Grid convergence (+E/W-) : -1.9962 degrees GTotal az corr (+E/W-) : 17.2504 degrees -----Run2----- Magnetic dec (+E/W-) : 17.2504 degrees Grid convergence (+E/W-) : -1.9962 degrees GTotal az corr (+E/W-) : 17.2504 degrees -----Run3----- Magnetic dec (+E/W-) : 17.2504 degrees Grid convergence (+E/W-) : -1.9962 degrees GTotal az corr (+E/W-) : 17.2504 degrees ------------------------------------------Survey Quality Index Description------------------------------------------- 0 : Long Survey passed all criteria 2 : Long Survey failed mag criteria 9 : Manual 28 : Tie-In Point ------------------------------------------Survey Correction Index Description---------------------------------------- 0 : No Correction ------------------------------------------Survey Description Index Description--------------------------------------- 0 : Not Flagged Survey 13 : Inclination Only Survey =========================================== Survey List ==================================================== MD Incl Azim TVD V Sec N/-S E/-W DLS Run Tool QI CI ID (ft) (deg) (deg) (ft) (ft) (ft) (ft) (deg /100ft) ------- ----- ------ ------- ----- ----- ----- ---- --- --------- -- -- -- 0 0 0 0 0 0 0 0 - Other 28 0 0 27.5 0 0 27.5 0 0 0 0 1 Other 9 0 0 265.31 0.42 22.76 265.3 0.81 0.81 0.34 0.18 1 TeleScope 2 0 0 357.34 0.49 22.21 357.33 1.49 1.49 0.62 0.07 1 TeleScope 2 0 0 448.04 0.38 28.19 448.03 2.12 2.12 0.91 0.13 1 TeleScope 0 0 0 540.12 0.38 13.36 540.11 2.69 2.69 1.13 0.11 1 TeleScope 0 0 0 632.5 0.33 15.93 632.49 3.24 3.24 1.27 0.05 1 TeleScope 0 0 0 816.88 0.44 32.27 816.86 4.36 4.36 1.8 0.08 1 TeleScope 0 0 0 1004 0.68 57.02 1003.97 5.58 5.58 3.12 0.18 1 TeleScope 0 0 0 1189.75 0.7 56.01 1189.71 6.81 6.81 4.99 0.01 1 TeleScope 0 0 0 1375.42 0.87 50.91 1375.36 8.34 8.34 7.03 0.1 1 TeleScope 0 0 0 1467.95 0.83 47.77 1467.88 9.24 9.24 8.08 0.07 1 TeleScope 0 0 0 1560.92 1.04 53.87 1560.84 10.19 10.19 9.26 0.24 1 TeleScope 0 0 0 1654.41 0.81 56.28 1654.32 11.05 11.05 10.48 0.25 1 TeleScope 0 0 0 1745.93 0.96 47.91 1745.83 11.92 11.92 11.59 0.22 1 TeleScope 0 0 0 1839.46 0.75 73.62 1839.35 12.62 12.62 12.76 0.46 1 TeleScope 0 0 0 1933.5 1.05 59.95 1933.38 13.23 13.23 14.1 0.39 1 TeleScope 0 0 0 2016.02 0.93 63.71 2015.88 13.9 13.9 15.35 0.17 1 TeleScope 0 0 0 2143.66 2.55 340.03 2143.48 17.03 17.03 15.31 2.05 2 TeleScope 0 0 0 2212.06 4.16 313.36 2211.76 20.16 20.16 12.99 3.22 2 TeleScope 0 0 0 2251.2 3.8 311.37 2250.8 21.99 21.99 10.99 0.99 2 TeleScope 0 0 0 2278.37 3.59 308.82 2277.92 23.12 23.12 9.65 0.97 2 TeleScope 0 0 0 2371.3 2.24 292.74 2370.73 25.65 25.65 5.7 1.68 2 TeleScope 0 0 0 2464.35 0.6 244.81 2463.75 26.14 26.14 3.58 2.04 2 TeleScope 0 0 0 2557.4 0.06 202.39 2556.79 25.89 25.89 3.12 0.6 2 TeleScope 0 0 0 2744.67 0.09 339.65 2744.07 25.95 25.95 3.04 0.07 2 TeleScope 2 0 13 2837.82 0.06 327.35 2837.21 26.05 26.05 2.98 0.04 2 TeleScope 0 0 0 2930.43 0.06 135.54 2929.83 26.06 26.06 2.99 0.12 2 TeleScope 0 0 0 3023.12 0.06 7.04 3022.52 26.07 26.07 3.03 0.11 2 TeleScope 0 0 0 3117.82 0.06 217.7 3117.22 26.08 26.08 3.01 0.12 2 TeleScope 0 0 0 3212.71 0.06 70.65 3212.11 26.06 26.06 3.02 0.12 2 TeleScope 0 0 0 3305.3 0.09 303.08 3304.7 26.11 26.11 3.01 0.14 2 TeleScope 0 0 0 3398.06 0.09 152.02 3397.46 26.09 26.09 2.98 0.18 3 TeleScope 0 0 0 3490.59 0.06 185.6 3489.99 25.98 25.98 3.01 0.05 3 TeleScope 0 0 0 3583.26 0.06 21.11 3582.65 25.98 25.98 3.02 0.12 3 TeleScope 0 0 0 Schlumberger Bottom Hole Assemblies BHA #1 Report – Drill out conductor +260’ md BHA #2 Final Report – Bit #1 re-run, TD at 2,090’ md BHA #3 Final Report – Drill from surface casing to core point BHA #4 – MAD pass core interval and drill TD + rat hole Daily Mudlogger Reports Mud Engineer Daily Reports