api well number: 43019500390000 api well numberapi well number: 43019500390000 & 2 1 ), ' (...

RECEIVED: May 12, 2014

STATE OF UTAHDEPARTMENT OF NATURAL RESOURCES

DIVISION OF OIL, GAS AND MINING

APPLICATION FOR PERMIT TO DRILL 1. WELL NAME and NUMBER

Willow Ridge 1622-29D29M-MH1

2. TYPE OF WORK

DRILL NEW WELL REENTER P&A WELL DEEPEN WELL 3. FIELD OR WILDCAT

WILDCAT

4. TYPE OF WELLOil Well Coalbed Methane Well: NO

5. UNIT or COMMUNITIZATION AGREEMENT NAME

6. NAME OF OPERATORANADARKO E&P ONSHORE, LLC

7. OPERATOR PHONE720 929-6100

8. ADDRESS OF OPERATORP.O. Box 173779, Denver, CO, 80217

9. OPERATOR [email protected]

10. MINERAL LEASE NUMBER(FEDERAL, INDIAN, OR STATE)

ML-47569

11. MINERAL OWNERSHIP

FEDERAL INDIAN STATE FEE 12. SURFACE OWNERSHIP

FEDERAL INDIAN STATE FEE

13. NAME OF SURFACE OWNER (if box 12 = 'fee')

14. SURFACE OWNER PHONE (if box 12 = 'fee')

15. ADDRESS OF SURFACE OWNER (if box 12 = 'fee')

16. SURFACE OWNER E-MAIL (if box 12 = 'fee')

17. INDIAN ALLOTTEE OR TRIBE NAME(if box 12 = 'INDIAN')

18. INTEND TO COMMINGLE PRODUCTION FROMMULTIPLE FORMATIONS

YES (Submit Commingling Application) NO

19. SLANT

VERTICAL DIRECTIONAL HORIZONTAL

20. LOCATION OF WELL FOOTAGES QTR-QTR SECTION TOWNSHIP RANGE MERIDIAN

LOCATION AT SURFACE 660 FNL 200 FWL NWNW 29 16.0 S 22.0 E S

Top of Uppermost Producing Zone 1376 FNL 200 FWL SWNW 29 16.0 S 22.0 E S

At Total Depth 660 FSL 200 FWL SWSW 29 16.0 S 22.0 E S

21. COUNTYGRAND

22. DISTANCE TO NEAREST LEASE LINE (Feet)690

23. NUMBER OF ACRES IN DRILLING UNIT640

25. DISTANCE TO NEAREST WELL IN SAME POOL(Applied For Drilling or Completed)

2311

26. PROPOSED DEPTHMD: 11944 TVD: 8291

27. ELEVATION - GROUND LEVEL

7592

28. BOND NUMBER

22013542

29. SOURCE OF DRILLING WATER /WATER RIGHTS APPROVAL NUMBER IF APPLICABLE

43-8496

Hole, Casing, and Cement Information

String Hole Size Casing Size Length Weight Grade & Thread Max Mud Wt. Cement Sacks Yield Weight

SURF 14.75 10.75 0 - 2000 40.5 J-55 Buttress 8.4 Type III 710 2.21 12.5

Type III 300 1.55 14.3

Prod 6.969 5.5 0 - 8200 23.0 P-110 LT&C 10.0 Class G 510 1.52 13.5

I1 9.875 7.625 0 - 8700 29.7 P-110 LT&C 10.0 Class G 1210 1.52 12.5

Class G 230 1.15 15.8

L1 6.75 4.5 8200 - 11944 15.1 P-110 LT&C 10.0 No Used 0 0.0 0.0

ATTACHMENTS

VERIFY THE FOLLOWING ARE ATTACHED IN ACCORDANCE WITH THE UTAH OIL AND GAS CONSERVATION GENERAL RULES

WELL PLAT OR MAP PREPARED BY LICENSED SURVEYOR OR ENGINEER COMPLETE DRILLING PLAN

AFFIDAVIT OF STATUS OF SURFACE OWNER AGREEMENT (IF FEE SURFACE) FORM 5. IF OPERATOR IS OTHER THAN THE LEASE OWNER

DIRECTIONAL SURVEY PLAN (IF DIRECTIONALLY OR HORIZONTALLY DRILLED) TOPOGRAPHICAL MAP

NAME Cara Mahler TITLE Regulatory Analyst I PHONE 720 929-6029

SIGNATURE DATE 11/25/2013 EMAIL [email protected]

API NUMBER ASSIGNED

43019500390000

Permit Manager

APPROVAL

FORM 3

AMENDED REPORT

API Well Number: 43019500390000

CONFIDE

NTIAL


FORM 3STATE OF UTAH

DEPARTMENTOF NATURALRESOURCES AMENDEDREPORTDIVISION OF OIL, GAS AND MINING

APPLICATION FOR PERMIT TO DRILL 1. WELL NAMEWI

odwNURde 622-29D29M-MH1

2. TYPE OF WORK 3. FIELD OR WILDCATDRILLNEWWELL REENTERP&AWELL DEEPENWELLI WLDCAT

4. TYPE OF WELL 5. UNIT or COMMUNITIZATION AGREEMENT NAMEOil Well Coalbed Methane Well: NO

6. NAME OF OPERATOR 7. OPERATOR PHONEANADARKOE&P ONSHORE, LLC 720 929-6100

8. ADDRESS OF OPERATOR 9. OPERATOR E-MAILP.O. Box 173779, Denver, CO, 80217 [email protected]

10. MINERAL LEASE NUMBER 11. MINERAL OWNERSHIP 12. SURFACE OWNERSHIP(FEDERAL,INDIAN,ORSTAML

7569 FEDERAL INDIAN I STATE FEE FEDERAL INDIAN STATE FEE I

13. NAME OF SURFACE OWNER (if box 12 = 'fee') 14. SURFACE OWNER PHONE (if box 12 = 'fee')

15. ADDRESS OF SURFACE OWNER (if box 12 = 'fee') 16. SURFACE OWNER E-MAIL (if box 12 = 'fee')

17. INDIAN ALLOTTEE OR TRIBE NAME 18. INTEND TO COMMINGLE PRODUCTION FROM 19. SLANT

(if box 12 = 'INDIAN')MULTIPLE FORMATIONS

YES (Submit Commingling Application) NO VERTICAL DIRECTIONAL HORIZONTAL




At Total Depth 660 FSL 200 FWL S½SW 29 16.0 S 22.0 E S

21. COUNTY 22. DISTANCE TO NEAREST LEASE LINE (Feet) 23. NUMBER OF ACRES IN DRILLING UNITGRAND 690 640

25. DISTANCE TO NEAREST WELL IN SAME POOL 26. PROPOSED DEPTH(Applied For Drilling or Completed) MD: 11944 TVD: 8291

2311

27. ELEVATION - GROUND LEVEL 28. BOND NUMBER 29. SOURCE OF DRILLING WATERIWATER RIGHTS APPROVAL NUMBER IF APPLICABLE

7592 22013542 43-8496




Type III 300 1.55 14.3

Prod 6.969 5.5 0 - 8200 23.0 P-110 LT&C 10.0 Class G 510 1.52 13.5

11 9.875 7.625 0 - 8700 29.7 P-110 LT&C 10.0 Class G 1210 1.52 12.5

Class G 230 1.15 15.8

L1 6.75 4.5 8200 - 11944 15.1 P-110 LT&C 10.0 No Used 0 0.0 0.0

ATTACHMENTS


WELL PLATOR MAP PREPARED BY LICENSED SURVEYOR OR ENGINEER COMPLETE DRILLING PLAN

AFFIDAVIT OF STATUS OF SURFACE OWNER AGREEMENT(IF FEE SURFACE) FORM 5. IF OPERATOR IS OTHER THAN THE LEASE OWNER

DIRECTIONAL SURVEY PLAN (IF DIRECTIONALLYOR HORIZONTALLY DRILLED) TOPOGRAPHICAL MAP



API NUMBER ASSIGNED APPROVAL43019500390000

Permit Manager

RECEIVED: May 12,


FORM 3STATE OF UTAH





















2311


7592 22013542 43-8496




Type III 300 1.55 14.3

Prod 6.969 5.5 0 - 8200 23.0 P-110 LT&C 10.0 Class G 510 1.52 13.5

11 9.875 7.625 0 - 8700 29.7 P-110 LT&C 10.0 Class G 1210 1.52 12.5

Class G 230 1.15 15.8

L1 6.75 4.5 8200 - 11944 15.1 P-110 LT&C 10.0 No Used 0 0.0 0.0

ATTACHMENTS








Permit Manager

RECEIVED: May 12,


FORM 3STATE OF UTAH





















2311


7592 22013542 43-8496




Type III 300 1.55 14.3

Prod 6.969 5.5 0 - 8200 23.0 P-110 LT&C 10.0 Class G 510 1.52 13.5

11 9.875 7.625 0 - 8700 29.7 P-110 LT&C 10.0 Class G 1210 1.52 12.5

Class G 230 1.15 15.8

L1 6.75 4.5 8200 - 11944 15.1 P-110 LT&C 10.0 No Used 0 0.0 0.0

ATTACHMENTS








Permit Manager

RECEIVED: May 12,


FORM 3STATE OF UTAH





















2311


7592 22013542 43-8496




Type III 300 1.55 14.3

Prod 6.969 5.5 0 - 8200 23.0 P-110 LT&C 10.0 Class G 510 1.52 13.5

11 9.875 7.625 0 - 8700 29.7 P-110 LT&C 10.0 Class G 1210 1.52 12.5

Class G 230 1.15 15.8

L1 6.75 4.5 8200 - 11944 15.1 P-110 LT&C 10.0 No Used 0 0.0 0.0

ATTACHMENTS








Permit Manager

RECEIVED: May 12,

RECEIVED: April 22, 2014

Willow Ridge 1622-29D29M-MH1 Drilling Program 1 of 3

3/18/2014

WILLOW RIDGE 1622-29D29M-MH1Surface: 660 FNL / 200 FWL NWNW

BHL: 660 FSL / 200 FWL SWSW

Surface: Section 29 T16S R22EBHL: Section 29 T16S R22E

Grand County, UtahMineral Lease: ML-47569

ONSHORE ORDER NO. 1

DRILLING PROGRAM

1. & 2. Estimated Tops of Important Geologic Markers:Estimated Depths of Anticipated Water, Oil, Gas, or Mineral Formations:

Please refer to the attached Drilling Program Schematic that details the formation depths of interest.

3. Pressure Control Equipment (Schematic Attached)The BOP is detailed on the the following tab. This BOP will be connected to a 5M choke panel with 2 chokes, one being remotely actable. We will have a diverter on our surface holes.The BOPE will be NU after we set the surface string. All flows will be treated as a gas flow.We will shut-in, record pressures, set up a kill schedule & perform a weight-and-wait method to kill the well. After we have pumped the KWM around we will shut back in, record pressures,once pressures are zero, we will clear the floor, open the BOP and do a flow check.

4. Proposed Casing & Cementing Program:

Please refer to the attached Drilling Program and Geological Information

5. Drilling Fluids Program:


6. Evaluation Program:


7. Abnormal Conditions:


8. Anticipated Starting Dates:

9. Variances:

None

Drilling is planned to commence immediately upon approval of this application.

ANADARKO E&P ONSHORE, LLC


CONFIDE

NTIAL


Willow Ridge 1622-29D29M-MH1 Drilling Prograrn l of 3


WILLOW RIDGE 1622-29D29M-MH1Surface: 660 FNL/ 200 FWL NWNW

BHL: 660 FSL/ 200 FWL SWSW

Surface: Section 29 T16S R22EBHL:Section 29 T16S R22E


ONSHORE ORDERNO. 1

DRILLINGPROGRAM


Please refer to the attached Drilling Program Schematic that details the formation depthsof interest.

3. Pressure Control Equipment (Schematic Attached)The BOP is detailed on the the following tab. This BOP will be connected to a 5M choke panelwith 2 chokes, one being remotely actable. We will have a diverter on our surface holes.The BOPE will be NU after we set the surface string. Allflows will be treated as a gas flow.We will shut-in, record pressures, set up a killschedule & perform a weight-and-wait method tokillthe well. After we have pumped the KWM around we will shut back in, record pressures,once pressures are zero, we will clear the floor, open the BOP and do a flow check.











9. Variances:

None

3/18/2014

RECEIVED: April 22,








ONSHORE ORDERNO. 1

DRILLINGPROGRAM














9. Variances:

None

3/18/2014

RECEIVED: April 22,








ONSHORE ORDERNO. 1

DRILLINGPROGRAM














9. Variances:

None

3/18/2014

RECEIVED: April 22,








ONSHORE ORDERNO. 1

DRILLINGPROGRAM














9. Variances:

None

3/18/2014

RECEIVED: April 22,


Willow Ridge 1622-29D29M-MH1 Drilling Program 2 of 3

3/18/2014

10. Other Information:


Anadarko will use a Co-Flex hose line, a flexible pipe, instead of a hard steel pipe for the kill line. This will run from the BOP to the choke manifold, and will reduce the amount of time required to rig up for the re-entry work on the well.

Please see attached Drilling Program for specifications on the Co-Flex hose.


CONFIDE

NTIAL


Willow Ridge 1622-29D29M-MH1 Drilling Prograrn 2 of 3



Anadarko will use a Co-Flex hose line, a flexible pipe, instead of a hard steel pipe for the killline.Thiswill run from the BOP to the choke manifold, and will reduce the amount of time required torig up for the re-entry work on the well.


3/18/2014

RECEIVED: April 22,







3/18/2014

RECEIVED: April 22,







3/18/2014

RECEIVED: April 22,







3/18/2014

RECEIVED: April 22,


EXHIBIT AWILLOW RIDGE 1622-29D29M-MH1

SCHEMATIC DIAGRAM OF 5,000 PSI BOP STACK


CONFIDE

NTIAL



RKB 26 Rotarv

nBnI M I

RCD 3,000 psi Static-,- I

I I

5M 1 E Annular

Pipe5 M Double Gate

Blinds

Kill Line 1F SM Choke LineMudCrass - RC.R

11 .5M


RECEIVED: April 22,



RKB 26 Rotarv

nBnI M I


I I

5M 1 E Annular

Pipe5 M Double Gate

Blinds

Kill Line 1F SM Choke Line

MudCrass - RC.R

11 .5M


RECEIVED: April 22,



RKB 26 Rotarv

nBnI M I


I I

5M 1 E Annular

Pipe5 M Double Gate

Blinds


MudCrass - RC.R

11 .5M


RECEIVED: April 22,



RKB 26 Rotarv

nBnI M I


I I

5M 1 E Annular

Pipe5 M Double Gate

Blinds


MudCrass - RC.R

11 .5M


RECEIVED: April 22,


DRILLING PROGRAM AND GEOLOGICAL INFORMATIONPROSPECT/FIELD Wildcat (Rockies) COUNTY GROUND ELEVATION 7584 Source of drilling program: John HuyckeOPERATOR Anadarko E&P Onshore, LLC STATE KB ± 7,610' Source of geological tops: Chris GilliamLEASE & WELL NO. FORM @ TD (HORIZONTAL HOLE)FORM @ TD (PILOT HOLE) Dakota SURFACE FOOTAGE LOCATION

BOTTOM HOLE LOCATION

Based on 7,610' KB LOGGING PROGRAM:GEOLOGICAL TOPS:Formation MD TVD (feet)TOP WASATCH 2,027 ' 2,027 'TOP MESAVERDE 3,297 ' 3,297 'TOP CASTLEGATE 5,362 ' 5,362 'TOP MANCOS B 6,076 ' 6,076 'BASE PCM 6,876 ' 6,876 '

MD: 2000 TOP NIO EQUIVALENT 7,222 ' 7,222 'TVD: 2000 TOP MN34 8,700 ' 8,291 '

TOP UPPER LBG SHALE NA 8,558 'TOP JUANA LOPEZ NA 8,823 'TOP DAKOTA NA 9,157 '

MD: 1500TVD: 1500

Target Center Line Target Window +/- 15 Foot Above or below TCLProposed TD (Horizontal) 13200 NAMUD PROGRAM:

Mud Type Interval Weight Vis WLWBM Surface Hole 8.4 26 NCWBM Pilot Hole (If app) 9.5 38 <20WBM To KOP 8.5 - 9.5 26-35 <10WBM Curve 9.0 - 10.0 26 - 50 <10WBM Lateral 9.0 - 10.0 26 - 50 <10

TVD/MD: 7575 CASING & CEMENT PROGRAM:

Size Wt (ppf) Grade Thread Hole Top Bottom Cement: Ft SxDensity (ppg)

Yield (cf/sk) GPS Type

Surface Casing: 10.750" 40.5 J-55 BTC 14.75" 0' 2,000' Lead 1,400 ' ±710 sx 12.5 2.21 12.66 Type IIILANDING AND Tail 600 ' ±300 sx 14.3 1.55 7.68 Type III

Lead Cmt AdditivesMD: 8700 Tail Cmt Additives

TVD: 8291

Intermediate Casing: 7.625" 29.7 P-110 LTC 9.875" 0' 8,700' Lead 6,300 ' ±1,210 sx 12.5 1.52 8.04 Class G + AdditivesTail 900 ' ±230 sx 15.8 1.15 4.94 Class G + Additives

MD: 7575 Lead Cmt AdditivesTVD: 7575 Tail Cmt Additives

Production Csg: 5.500" 23.0 P-110 LTC/DQX 6.969" 0' 8,200' Tail 625 ' ±510 sx 13.5 1.52 8.04 Class G + Additives4.500" 15.1 P-110 LTC/DQX 6.75" 8,200' 11,944' Tail 3,744 '

Lead Cmt AdditivesMD: 11944 Tail Cmt Additives

TVD: 8291

MD: 11944 TVD: 8291LATERAL LENGTH

MD: 3244

PILOT HOLE: BOTTOM HOLE PRESSUREMD: 9,560 ' Formation: Section TOP MN34 4,560 psi @ 8,291' 0.55 psi/ftTVD: 9,560 ' Dakota Dakota 5,258 psi @ 9,560' 0.55 psi/ft

Prepared by: John Huycke Date: 04/22/14 Doc: Well Draft Drilling Diagram.xls

Sidewall core intervalSidewall core interval

Sidewall core interval

0.25 lb/sk Kwik Seal, 0.125 lb/sk Poly-E-Flake0.3% HR-601 Retarder, 0.25 lb/sk Kwik Seal, 0.125 lb/sk Poly-E-Flake

0' - 1500'

0 '

Corresponding Depths

Sidewall core interval

Remarks

Special Request Sidewall cores (100-120, TBD)

Min Triple Combo (GR/Res/Dens/Neutron)

0

KOP - LP

Open Hole Logging Program

2% Calcium Chloride, 0.25 lbs/sk Flocele3% Calcium Chloride, 2% Silicate, 10% Gel, 1/2 lb/sk Flocele

0.25 lb/sk Kwik Seal, 0.125 lb/sk Poly-E-Flake0.3% HR-601 Retarder, 0.25 lb/sk Kwik Seal, 0.125 lb/sk Poly-E-Flake

DEVIATION:

7 5/8" CEMENT TOP

Plan to build curve with 8 deg/100' constant DLS to land into the the horizontal target zone, and drill about 3244' of horizontal lateral.

POTENTIAL DRILLING PROBLEMS:

Mudlogging and GR

or Gradient:


HZ TARGET, SIDEWALL CORESidewall core interval

KOP

7 5/8" INTERMEDIATE DEPTH

4 1/2"x 5 1/2" TOC

Mud additives are detailed in the final drilling program

Mud additives are detailed in the final drilling programMud additives are detailed in the final drilling programMud additives are detailed in the final drilling program

Mud additives are detailed in the final drilling program

9560'1500' - 7575'7575' - 8700'

8700' - 11944'

WELLBOREInterval LWD & Mud Logging Requested

10 3/4" CASING DEPTH

Initial Target Line

GrandUtahMN34 interval of Mancos Shale660' FNL 200' FWL 16S 22E SEC. 29660' FSL 200' FWL 16S 22E SEC. 29

4 1/2" x 5 1/2" DEPTH

TOE / 4 ½" x 5 ½" SETTING DEPTH:

or Gradient:

RIG HT. 26.0' KB

HZ Lateral Mudlogging and GR

Comments

Pilot hole Wireline: Quad combo with Spectral, NMR, ECS

Surf Csg -KOP

0


CONFIDE

NTIAL


DRILLING PROGRAM AND GEOLOGICAL INFORMATIONPROSPECT1FIELD Wildcat (Rockies) COUNTY Grand GROUND ELEVATON 7584 Source of drilling program: John HuyckeOPERATOR AnadarkoE&POnshore,LLC STATE Utah RIGHT. 26.0' KB KB±7,610' Sourceofgeologicaltops: ChrisGilliamLEASE & WELL NO. Willow Ridge 1622-29D29M-MH1 FORM @TD (HORIZONTAL HOLE) MN34 interval of Mancos Shale

FORM @TD (PILOT HOLE) Dakota SURFACE FOOTAGE LOCATON 660' FNL 200 FWL 16S 22E SEC. 29

Initial Target Line BOTTOM HOLE LOCATON 660' FSL 200 FWL 16S 22E SEC. 29

WELLBORE Based on 7,610' KB LOGGING PROGRAM:

GEOLOGICAL TOPS: Interval LWD & Mud Loqqing Requested Open Hole Loqqing ProgramFormation MD TVD(feet) Comments SurfCsg-KOP 0TOPWASATCH 2,027' 2,027'TOP MESAVERDE 3,297 ' 3,297 'TOP CASTLEGATE 5,362 ' 5,362 ' KOP - LP Mudloqqing and GRTOP MANCOS B 6,076 ' 6,076 ' Sidewall core interval

10 3/4" CASING DEPTH BASE PCM 6,876 ' 6,876 ' Sidewall core interval HZ Lateral Mudloqqing and GR 0MD: 2000 TOP NIOEQUIVALENT 7,222 ' 7,222 ' Sidewall core interval

TVD: 2000 TOPMN34 8,700 ' 8,291 · HZ TARGET, SIDEWALL CORE Pilot hole Wireline: Quad combo with Spectral, NMR, ECS Min TTiple Combo (GR/Res/Dens/Neutron)TOP UPPER LBGSHALE NA 8,558 ' Sidewall core intervalTOP JUANA LOPEZ NA 8,823' Sidewall core interval Special Request Sidewall cores (100-120, TED)TOPDAKOTA NA 9,157'

7 5/8" CEMENT TOPMD: 1500 POTENTIAL DRILLING PROBLEMS:

TVD: 1500

Target Center Line O ' DEVIATION:Target Window +/- 15 Foot Above or below TCL Plan to build curve with 8 deg/100' constant DLS to land into the the horizontal target zone, and drill about 3244' of horizontal lateral.Proposed TD (Horizontal) 13200 NA |MUD PROGRAM:

Mud Type Interval Corresponding Depths Weight Vis WL RemarksWBM Surface Hole O' -1500' 8.4 26 NC Mud additives are detailed in the final drilling programWBM Pilot Hole (If app) 9560' 9.5 38 <20 Mud additives are detailed in the final drilling programWBM To KOP 1500 -7575' 8.5 -9.5 26-35 <10 Mud additives are detailed in the final drilling program

WBM Curve 7575 -8700· 9.0 -10.0 26 -50 <10 Mud additives are detailed in the final drilling programKOP WBM Lateral 8700 -11944' 9.0 -10.0 26 -50 <10 Mud additives are detailed in the final drilling program

TVD/MD: 7575 CASING & CEMENT PROGRAM:Density Yield

Size Wt(ppf) Grade Thread Hole Top Bottom Cement: Ft Sx (ppg) (cflsk) GPS TypeSurface Casing: 10.750 40.5 J-55 BTC 14.75 O' 2,000' Lead 1,400 '

±710 sx 12.5 2.21 12.66 Type IIILANDING AND Tail 600 ±300 sx 14.3 | 1.55 | 7.68 | Type III

7 5/8" INTERMEDIATE DEPTH Lead Cmt Additives 3% Calcium Chlande. 2% Silicate. 10% Gel. 1/2 lb/sk FloceleMD: 8700 Tail cmt Additives 2% calciumChiande. 0.25 lbsisk Flocele

TVD: 8291

Intermediate Casing: 7.625 29.7 P-110 LTC 9.875 O' 8,700' Lead 6,300 '±1,210 sx 12.5 1.52 8.04 Class G + Additives

4 1/2"x 5 1/2" TOC Tail 900 ±230 sx 15.8 | 1.15 | 4.94 | Class G + AdditivesMD: 7575 Lead Cmt Additives 0.25 lb/sk KwikSeal, 0.125 lb/sk Poly ETlake

TVD: 7575 Tail Cmt Additives 0.3% HR-601 Retarder. 0 25 lb/sk KwikSeal 0.125 lb/sk PolyÆ-Flake

ProductionCsg: 5.500 23.0 P-110 LTCIDQX 6.969 O' 8,200' Tail 625 ±510sx 13.5 1.52 8.04 ClassG+Additives

4.500 15.1 P-110 LTCIDQX 6.75 8,200' 11,944' Tail 3,744'4 1/2" x 5 1/2" DEPTH Lead cmt Additives 0.25 lb/sk KwikSeal, 0.125 lb/sk Poly ETlake

MD: 11944 Tail cmt Additives 0.3% HR-601 Retarder. 0 25 lb/sk KwikSeal 0.125 lb/sk PolyÆ-Flake

TVD: 8291


MD: 11944 TVD: 8291LATERAL LENGTH

MD: 3244

PILOT HOLE: BOTTOM HOLE PRESSURE

MD: 9560' Formation Section TOPMN34 4560 psi @ 8,291' or Gradient 0.55 psilft

TVD: 9 560 ' Dakota Dakota 5 258 psi @ 9,560' or Gradient 0.55 psilft

|Prepared by: John Huycke Date: 04/22/14 DOC: Well Draft Drilling Diagram.xls |

RECEIVED: April 22,










TVD: 1500








TVD: 8291







TVD: 8291


MD: 11944 TVD: 8291-------------LATERAL LENGTH

MD: 3244





RECEIVED: April 22,










TVD: 1500








TVD: 8291







TVD: 8291



MD: 3244





RECEIVED: April 22,










TVD: 1500








TVD: 8291







TVD: 8291



MD: 3244





RECEIVED: April 22,

RECEIVED: March 19, 2014


CONFIDE

NTIAL


T16S, R22E, S.L.B.&M.

2Au nm Cap. A

u1nnm Cap.

weiis ace WELL LOCATION:° ° WILLOW RIDGE 1622-29D29M-MH1

200ELEV. UNGRADED GROUND = 7591.9

SURFACE POSITION SURFACE POSITION coNAD 83 NAD 27

STPC (UTAH CENTRAL) STPC (UTAH CENTRAL)co N: 6,953,511' N: 391,853"¯¯

E: 2,198,891' i E: 2,558,682'Lat: 39° 23' 31.902"N Lat: 39° 23' 32.020"N

Z (39.392195°N) (39.392228°N)Lon: 109° 31' 25.367"W Lon: 109° 31' 22.907"W 2013, 3"

FousnCa n 29

Mound of Stones. BOTTOM HOLE BOTTOM HOLE- NAD 83 NAD 27

STPC (UTAH CENTRAL) STPC (UTAH CENTRAL)Ld N: 6,949,551· N: 387,893'

E: 2,198,981· E: 2,558,772'Lat: 39° 22' 52.753"N Lat: 39° 22' 52.870"N

(39.381320°N) (39.381353°N)

Lon: 109° 31' 25.337"W Lon: 109° 31' 22.877"W(109.523705°W) (109.523022°W)

n

apn nM9022nBrass

o - oo o oo - o

NOTES: 1°15'57"

A = Section Corner Located Ë -¤ SC A LE= Section Corner Located (Not Monumented)

1. Well footages are measured at right angles to the SURVEYOR'S CERTIFICATE

Section Lines. THIS IS TO CERTIFY THAT THE AB AS PREPARED2. Elevations Based on NAVD 88 (GEOID12A) FROM FIELD NOTES OF ACT VELYg BY ME OR

3. Basis of Bearings Derived From Utah Coordinate N UNDER MY SUPERVISION AT A E TRUE

System 1983 Central Zone Unless Otherwise Noted. AND CORRECT TO THE B T F N ND BELIEF.

4. All Measured Distances Are Grid, U.S. Survey Foot. O No.6028691 --

Combined Scale Factor: 0.9995690214 JOHN R yAUG

5. The Bottom of hole bears SO1°18'01"E 3960.84'from the Sur aceE

Onshore LLCSEES

L

TAA

1099 18th Street - Denver, Colorado 80202

WELL PAD - WILLOW RIDGE 1622-29D 609 TIMBERLIN E (435) 789-1365

ENGINEERING & LAND SURVEYlNG, INC.WILLOW RIDGE 1622-29D29M-MH1

= 209NORTH300 WEST-VERNAL,UTAHB4078

WELL PLAT CONSULTING, LLC DATESURVEYED: SURVEYEDBY:J.w SHEET NO:660' FSL, 200' FWL (Bottom Hole) 2155 North Main Street

11-4-13

SW ¼SW ¼OF SECTION 29, T16S, R22E Sheridan, WY 82801 - 1E4DRAWN:DRAWN BY:J.G.C.

Phone 307-674-0609 Date Last Revised:S.L.B.&M., GRAND COUNTY, UTAH. Fax 307-674-0182 SCALE: 1"=1000' 3-3-14M.w.w. 1 OF 14

RECEIVED: March 19,


T16S, R22E, S.L.B.&M.

2Au nm Cap. A

u1nnm Cap.





E: 2,198,891' i E: 2,558,682'Lat: 39° 23' 31.902"N Lat: 39° 23' 32.020"N

Z (39.392195°N) (39.392228°N)Lon: 109° 31' 25.367"W Lon: 109° 31' 22.907"W 2013, 3"

FousnCa n 29



E: 2,198,981· E: 2,558,772'Lat: 39° 22' 52.753"N Lat: 39° 22' 52.870"N

(39.381320°N) (39.381353°N)

Lon: 109° 31' 25.337"W Lon: 109° 31' 22.877"W(109.523705°W) (109.523022°W)

n

apn nM9022nBrass

o - oo o oo - o

NOTES: 1°15'57"









Onshore LLCSEES

L

TAA






11-4-13



RECEIVED: March 19,


T16S, R22E, S.L.B.&M.

2Au nm Cap. A

u1nnm Cap.





E: 2,198,891' i E: 2,558,682'Lat: 39° 23' 31.902"N Lat: 39° 23' 32.020"N

Z (39.392195°N) (39.392228°N)Lon: 109° 31' 25.367"W Lon: 109° 31' 22.907"W 2013, 3"

FousnCa n 29



E: 2,198,981· E: 2,558,772'Lat: 39° 22' 52.753"N Lat: 39° 22' 52.870"N

(39.381320°N) (39.381353°N)

Lon: 109° 31' 25.337"W Lon: 109° 31' 22.877"W(109.523705°W) (109.523022°W)

n

apn nM9022nBrass

o - oo o oo - o

NOTES: 1°15'57"









Onshore LLCSEES

L

TAA






11-4-13



RECEIVED: March 19,


T16S, R22E, S.L.B.&M.

2Au nm Cap. A

u1nnm Cap.





E: 2,198,891' i E: 2,558,682'Lat: 39° 23' 31.902"N Lat: 39° 23' 32.020"N

Z (39.392195°N) (39.392228°N)Lon: 109° 31' 25.367"W Lon: 109° 31' 22.907"W 2013, 3"

FousnCa n 29



E: 2,198,981· E: 2,558,772'Lat: 39° 22' 52.753"N Lat: 39° 22' 52.870"N

(39.381320°N) (39.381353°N)

Lon: 109° 31' 25.337"W Lon: 109° 31' 22.877"W(109.523705°W) (109.523022°W)

n

apn nM9022nBrass

o - oo o oo - o

NOTES: 1°15'57"









Onshore LLCSEES

L

TAA






11-4-13



RECEIVED: March 19,



CONFIDE

NTIAL


SURFACE POSITION BOTTOM HOLEWELL NAME NAD83 NAD27 NAD83 NAD27

LATITUDE LONGITUDE LATITUDE LONGITUDE FOOTAGES LATITUDE LONGITUDE LATITUDE LONGITUDE FOOTAGESWlLLOWRlDGE

39°23'31.902"N 109°31'25.367"W 39°23'32.020"N 109°31'22.907"W 660' FNL 39°22'52.753"N 109°31'25.337"W 39°22'52.870"N 109°31'22.877"W 660' FSL1622-29D29M-MH1 39.392195°N 109.523713°W 39.392228°N 109.523030°W 200' FWL

39.381320°N 109.523705°W 39.381353°N 109.523022°W 200' FWLWILLOWRIDGE

39°23'31.876"N 109°31'24.986"W 39°23'31.994"N 109°31'22.527"W 663' FNL1622-29D-2 39.392188°N 109.523607°W 39.392221°N 109.522924°W 230' FWL

RELATIVE COORDINATES - From Surface Position to Bottom Hole

WELL NAME NORTH EASTWILLOW RIDGE -3959.8' 89.9'1622-29D29M-MH1

N

BASISOF BEARINGS DERIVED FROMUTAH COORDINATE SYSTEM 1983CENTRAL ZONE UNLESSOTHERWISENOTED.

SCALE

N ° M"W 30

Az=273.7905

Anadarko E&P Onshore LLC1099 lath Street - Denver, Colorado 80202

WELL PAD - WILLOW RIDGE 1622-29D 609 TIMBERLINE (435)789-1365

ENGINEERING & LAND SURVEYlNG, INC.WELL PAD INTERFERENCEPLAT = 209NORTH300WEST-VERNAL,UTAHB4078

WELLS - WILLOW RIDGE 1622-29D29M-MH1CONSULTING, LLC DATE SURVEYED:

SURVEYED BY:J.w SHEET NO:& WILLOW RIDGE 1622-29D-2 2155 North Main Street

11-4-13

LOCATED IN SECTION 29, T16S, R22Er Sheridan,WY 82801 - 1E4DRAWN:DRAWN BY:J.G.C.

S.L.B.&M., GRAND COUNTY, UTAH. Phone 307-674-0609 .Fax 307-674-0182 SCALE: 1" =

60. Date Last Revised: 3 OF 14

RECEIVED: March 19,









N


SCALE

N ° M"W 30

Az=273.7905






11-4-13




RECEIVED: March 19,









N


SCALE

N ° M"W 30

Az=273.7905






11-4-13




RECEIVED: March 19,









N


SCALE

N ° M"W 30

Az=273.7905






11-4-13




RECEIVED: March 19,


SCALE:

REVISED:

DATE: SHEET NO:

WELL PAD LEGEND

209 NORTH 300 WEST - VERNAL, UTAH 84078

(435) 789-1365 1"=100'

CONSULTING, LLC

Sheridan, WY 82801Phone 307-674-0609

2155 North Main Street

Fax 307-674-0182

Anadarko E&P Onshore LLC1099 18th Street - Denver, Colorado 80202

OF

HORIZONTAL50' 100'

1" = 100'0

PROPOSED WELL LOCATIONPROPOSED BOTTOM HOLE LOCATION

EXISTING WELL LOCATION

PROPOSED CONTOURS (2' INTERVAL)EXISTING CONTOURS (2' INTERVAL)

PROPOSED PIPELINEEXISTING PIPELINE

2' CONTOURS

4 14411/14/13

APF3/7/14

10'

F12.52

F1.93

F15.91

C1.04

C19.25C16.4

6

C3.77

F19.98

C8.1W

C11.4D

F0.8A

C16.3C

C2.4B

355'245'

235'200'

245'355'

200' 235'

110'

405'

125'15'

15'

PLEASE NOTE: LOCATIONS OF PROPOSEDPIPELINES DISPLAYED WITHIN THE PAD AREAARE FOR VISUALIZATION PURPOSES ONLY.ACTUAL LOCATIONS TO BE DETERMINEDDURING CONSTRUCTION.GRADED WELL PAD SURFACE AREA = 5.99 ACRES

WELL PAD - WILLOW RIDGE 1622-29D DESIGN SUMMARY

WELL PAD - LOCATION LAYOUTWILLOW RIDGE 1622-29D29M-MH1 &

WILLOW RIDGE 1622-29D-2LOCATED IN SECTION 29, T16S, R22E,

S.L.B.&M., GRAND COUNTY, UTAH

TOTAL CUT FOR WELL PAD =TOTAL FILL FOR WELL PAD =TOPSOIL @ 6" DEPTH =

TOTAL WELL PAD AREA =

SHRINKAGE FACTOR = 1.10SWELL FACTOR = 1.00

FINISHED GRADE ELEVATION =CUT SLOPES = 2:1FILL SLOPES = 2:1

EXISTING GRADE @ CENTER OF WELL PAD =

EXCESS MATERIAL =TOTAL DISTURBANCE AREA =

WELL PAD QUANTITIES

COMPLETIONS PIT CAPACITY

+/-

TOTAL CUT FOR COMPLETIONS PIT+/-

COMPLETIONS PIT QUANTITIES

BARRELS(2' OF FREEBOARD)

7591.9'7583.8'

7.11 ACRES9.48 ACRES

50,667 C.Y.48,860 C.Y.

5,732 C.Y.1,807 C.Y.

18,450 C.Y.

71,270WELL PAD - WILLOW RIDGE 1622-29D

SEC. 29, T16S, R

22E

SEC. 30, T16S, R

22E

WILLO

WR

IDG

E1622-29D

29M-M

H1

SEC. 29, T16S, R

22E

SEC. 30, T16S, R

22E

TOPSO

ILSTO

CK

PILETO

PSOIL

STOC

KPILE

CO

MPLETIO

NS

PIT&

EXC

ESSC

UT

STOC

KPILE

COMPLETIONS PIT &EXCESS CUT STOCKPILE

PROPOSEDACCESS ROAD

CONSTRUCT LWC(AS NEEDED)

TOPSO

ILSTO

CK

PILE

PROPOSED12" (MAX.)

GAS PIPELINE

S0 1°18 '0 1"E-39 60.84 '

(TOB

OT TO

MH

OLE)

WILLO

WR

IDG

E1622-29D

-2

COMPLETIONS PIT(CUTTINGS AREA)

12' DEPTHSLOPE 1.5:1

A

A'

B B'

30'

K:\A

NAD

ARK

O\2

013\

2013

_98_

BO

OKCL

IFF_

HZ_

WEL

LS\D

WG

S\W

ILLO

WRID

GE

16-2

2-29

D\W

ILLO

WRID

GE16

-22-

29D.d

wg,

3/7/

2014

12:3

8:59

PM,a

ndy


CONFIDE

NTIAL


CONSTRUCT LWC c, \ 'sPROPOS(D "\ / )(AS NEEDED) si i

ACCESS RO'AI),

L L

PROPOSED 712" (MAX.) C3.7 30AS PIPELINE

--' PPL PPL PP -

11. _-_COMP.ETIONS PIT F0.8(CUŸTINGS AREA)

16· 5 >A COMPLETIONS\PIT & 's,

C19.2 XCESSCUT STOÇKPILE ",

PLEASENOTE: LOCATIONS OF PROPOSEDPIPELINESDISPLAYEDWITHIN THE PAD AREAARE FOR VISUALIZATION PURPOSES ONLY.ACTUAL LOCATIONS TO BE DETERMINED

GRADED WELL PAD SURFACE AREA= 5.99 ACRES DURING CONSTRUCTION.

WELL PAD - WILLOW RIDGE 1622-29D DESIGN SUMMARY WELLPADLEGENDEXISTING WELL LOCATION

EXISTING GRADE @ CENTEROF WELLPAD = 7591.9' WELL PAD QUANTITIES e PROPOSEDWELLLOCATIONFINISHED GRADE ELEVATION= 7583.8' TOTAL CUT FOR WELL PAD = 50,667 C.Y. PROPOSEDBOTTOMHOLELOCATION

CUT SLOPES = 2:1 TOTAL FILLFOR WELLPAD = 48,860 C.Y. gie'oNSGEDC RSRS INTNERVRALFILLSLOPES = 2:1 TOPSOIL @ 6" DEPTH = 5,732 C.Y. - PPL - PROPOSED PIPELINE

TOTAL WELL PAD AREA= 7.11 ACRES EXCESSMATERIAL= 1,807 C.Y. EXISTING PIPELINETOTAL DISTURBANCE AREA= 9.48 ACRESSHRINKAGE FACTOR = 1.10SWELL FACTOR = 1.00 COMPLETIONS PIT QUANTITIES

Anadarko E&P Onshore LLC 1AlpC5U0C

YORCOMPLETIONS PIT N1099 18th Street - Denver, Colorado 80202 COMPLETIONS PIT CAPACITY

WELL PAD - WILLOW RIDGE 1622-29D || 609 (2' OF FREEBOARD)+/- 71,270 BARRELS o 50 100

WELL PAD - LOCATION LAYOUT HORIZONTAL 1" = 100'

WILLOW RIDGE 1622-29D29M-MH1 & 2' CONTOURSWILLOW RIDGE 1622-29D-2 CONSULTING, LLC li

LOCATED IN SECTION 29, T16S, R22E, rda WnLS eet TIMBERLINE (435) 789-1365 SCALE: 1"=100' DATE: 11/14/13 SHEETNO:

S.L.B.&M., GRAND COUNTY, UTAH Phone 307-674-0609 ENGINEERING & LAND SURVEYING, INC. APF 4Fax 307-674-0182 209 NORTH 300 WEST - VERNAL, UTAH 84078 REVISED: 3/7/14 4 OF 14

RECEIVED: March 19,


I /

"' A

's CONSTRUCT LWC

ACOSSOR D (AS NEEDED)

PROPOSED 712" (MAX.) C3.7 i

AS PIPELINE

PPL PPL PP - /

C.OMP.ETIONS PIT 's,

(CUTTINGS AREA)

16• 5 COMPLETIONS\PIT & 's,




WELL PAD - WILLOW RIDGE 1622-29D DESIGN SUMMARY WELL PAD LEGENDEXISTING WELL LOCATION

EXISTING GRADE @ CENTER OF WELL PAD = 7591.9' WELL PAD QUANTITIES e PROPOSEDWELLLOCATIONFINISHED GRADE ELEVATION = 7583.8' TOTAL CUT FOR WELL PAD = 50,667 C.Y. PROPOSEDBOTTOMHOLELOCATION

CUT SLOPES = 2:1 TOTAL FILL FOR WELL PAD = 48,860 C.Y.EXR PONGEDC

N RINTNERERA

FILL SLOPES = 2:1 TOPSOIL @ 6" DEPTH = 5,732 C.Y. - PPL - PROPOSED PIPELINETOTAL WELL PAD AREA= 7.11 ACRES EXCESSMATERIAL = 1,807 C.Y. EXISTING PIPELINETOTAL DISTURBANCE AREA= 9.48 ACRESSHRINKAGE FACTOR = 1.10SWELL FACTOR = 1.00 COMPLETIONS PIT QUANTITIES

Anadarko E&P Onshore LLC TOT1AL,4C5U0C


WELL PAD - WILLOW RIDGE 1622-29D 609 (2' OF FREEBOARD)+/- 71,270 BARRELS o Sol 100·


WILLOW RIDGE 1622-29D29M-MH1 & 2· CONTOURSCONSULTING, LLCWILLOW RIDGE 1622-29D-2

.

LOCATED IN SECTION 29, T16S, R22E,2 5NorthWMan S elet TIMBERLINE (435)789-1365 SCALE: 1"=1001 DATE: 11/14/13 SHEETNO:

S.L.B.&M., GRAND COUNTY, UTAH Phone 307-674-0609 ENGINEERING & LAND SURVEYING, INC. ^"" 4Fax 307-674-0182 209 NORTH 300 WEST - VERNAL, UTAH 84078 REVISED: 3/7/14 4 OF 14

RECEIVED: March 19,


I /

"' A

's CONSTRUCT LWC



AS PIPELINE

PPL PPL PP - /


(CUTTINGS AREA)








N RINTNERERA







.



RECEIVED: March 19,


I /

"' A

's CONSTRUCT LWC



AS PIPELINE

PPL PPL PP - /


(CUTTINGS AREA)








N RINTNERERA







.



RECEIVED: March 19,


0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

CROSS SECTION A-A'

CROSS SECTION B-B'

7560

7580

7600

7560

7580

7600

7580

7600

7580

7600

CONSULTING, LLC



Fax 307-674-0182


SCALE:

REVISED:

DATE: SHEET NO:


(435) 789-1365 1"=100'

OF

HORIZONTAL

VERTICAL

50' 100'1" = 100'

0

0 10' 20'1" = 20'

5 14511/14/13

APF3/7/14

WELL PAD - CROSS SECTIONSWILLOW RIDGE 1622-29D29M-MH1 &



WELL PAD - WILLOW RIDGE 1622-29D

200' 205'

355' 110' 125'

WILLO

WRID

GE

1622-29D29M

-MH

1

2:1 2:1

2:1

2:1

EXISTING GRADE

EXISTING GRADE

FINISHED PADELEV = 7583.8'


WILLO

WRID

GE

1622-29D29M

-MH

1

30'

WILLO

WRID

GE

1622-29D-2

10'

1.5:1 1.5:

1


K:\A

NA

DAR

KO\2

013\

2013

_98_

BOO

KCLI

FF_H

Z_W

ELLS

\DW

GS\

WIL

LOW

RID

GE

16-2

2-29

D\W

ILLO

W R

IDGE

16-2

2-29

D.d

wg,

3/7

/201

4 12

:39:

03 P

M, a

ndy


CONFIDE

NTIAL


355' 110' 125'I i I i i i 10'

7600 -----' 7600

EXISTING GRADE

7580 ,-' 7580/* FINISHED PAD

ELEV = 7583.8COMPLETIONS PIT(CUTTINGS AREA)

7560 7560

+ + + + + + + +

CROSS SECTION A-A'

7600 7600200' 30' 205'

EXISTING GRADE

7580 7580


CROSS SECTION B-B'Anadarko E&P Onshore LLC1099 18th Street - Denver, Colorado 80202

WELL PAD - WILLOW RIDGE 1622-29D 609 o so. soo.HORIZONTAL 1" = 100'

WELL PAD - CROSS SECTIONS 0 10' 20'VERTICAL 1" - 20'WILLOW RIDGE 1622-29D29M-MH1 & ¯

CONSULTING, LLCWILLOW RIDGE 1622-29D-2.

LOCATED IN SECTION 29, T16S, R22E, rdaWnS elet TIMBERLINE (433)269-1365 scALE: 1"=100' DATE: 11/14/13 SHEETNO:

S.L.B.&M., GRAND COUNTY, UTAH Phone 307-674-0609 ENGINEERING & LAND SURVEYING, INC' APFFax 307-674-0182 209 NORTH 300 WEST - VERNAL, UTAH 84078 REVISED: 3/7/14 5 OF 14

RECEIVED: March 19,


355' 110' 125'I i I i I i i 10'

7600 ------ 7600

EXISTING GRADE-

7580 7580

/ FINISHED PADELEV = 7583.8'

COMPLETIONS PIT(CUTTINGSAREA)

7560 7560

+ + + + + + + +

CROSS SECTION A-Al

7600 7600200 30' 205'

EXISTING GRADE

7580 7580


CROSS SECTION B-BIAnadarko E&P Onshore LLC1099 18th Street - Denver, Colorado 80202

WELL PAD - WILLOW RIDGE 1622-29D 609 o so, soo.HORIZONTAL 1" = 100'


CONSULTING, LLC ,WILLOW RIDGE 1622-29D-2.

LOCATED IN SECTION 29, T16S, R22E,2 5NorthWMan S elet TIMBERLINE (435)789-1365 SCALE: 1"=100' DATE: 11/14/13 SHEETNO:

S.L.B.&M., GRAND COUNTY, UTAH Phone 307-674-0609 ENGINEERING & LAND SURVEYING, INC. AppFax 307-674-0182 209 NORTH 300 WEST - VERNAL, UTAH 84078 REVISED: 3/7/14 5 OF 14

RECEIVED: March 19,


355' 110' 125'I i I i I i i 10'

7600 ------ 7600

EXISTING GRADE-

7580 7580



7560 7560

+ + + + + + + +

CROSS SECTION A-Al

7600 7600200 30' 205'

EXISTING GRADE

7580 7580








RECEIVED: March 19,


355' 110' 125'I i I i I i i 10'

7600 ------ 7600

EXISTING GRADE-

7580 7580



7560 7560

+ + + + + + + +

CROSS SECTION A-Al

7600 7600200 30' 205'

EXISTING GRADE

7580 7580








RECEIVED: March 19,


TOTAL DISTURBANCE AREA =RECLAMATION AREA =TOTAL WELL PAD AREA AFTER RECLAMATION =

7.94 ACRES1.54 ACRES

9.48 ACRES

PLEASE NOTE:1. LOCATIONS OF PROPOSED FACILITIES AND PROPOSED

PIPELINES DISPLAYED WITHIN THE PAD AREA ARE FORVISUALIZATION PURPOSES ONLY. ACTUAL LOCATIONSTO BE DETERMINED DURING CONSTRUCTION.

2. ACTUAL RECLAMATION AREA TO BE DETERMINEDDURING INTERIM RECLAMATION.

DISTURBANCEBOUNDARY


WILLO

WR

IDG

E1622-29D

29M-M

H1

PROPOSEDWELL PAD

SEC. 29, T16S, R

22E

SEC. 30, T16S, R

22E

SEC. 29, T16S, R

22E

SEC. 30, T16S, R

22E

WELL PAD - WILLOW RIDGE 1622-29D RECLAMATION DESIGN SUMMARY

WELL PAD - RECLAMATION LAYOUTWILLOW RIDGE 1622-29D29M-MH1 &




PROPOSED12" (MAX.)

GAS PIPELINE

PROPOSEDACCESS ROAD

CONSTRUCT LWC(AS NEEDED)

WILLO

WR

IDG

E1622-29D

-2

SCALE:

REVISED:

DATE: SHEET NO:


(435) 789-1365 1"=100'

CONSULTING, LLC



Fax 307-674-0182


OF

HORIZONTAL50' 100'

1" = 100'0

2' CONTOURS

RECLAMATION AREA

WELL PAD LEGEND

PROPOSED WELL LOCATIONEXISTING WELL LOCATION

PROPOSED CONTOURS (2' INTERVAL)EXISTING CONTOURS (2' INTERVAL)

PROPOSED PIPELINEEXISTING PIPELINE

6 14611/14/13

APF3/7/14

SEPARATOR(10' X 24')

75'

75'

75'

TAN

KS80'X

40'

25'ECD

FLARE

TAN

KS80'X

40'

75' 20' 20'

SEPARATOR(10' X 24')

ECD

150'M

IN.

15'

40'

PAD FORPUMPING UNIT

K:\A

NAD

ARK

O\2

013\

2013

_98_

BO

OKCL

IFF_

HZ_

WEL

LS\D

WG

S\W

ILLO

WRID

GE

16-2

2-29

D\W

ILLO

WRID

GE16

-22-

29D.d

wg,

3/7/

2014

12:3

9:08

PM,a

ndy


CONFIDE

NTIAL


DISTURBANCE"' BOUNDARY

"'g PROPOSED- WELL PAD

's CONSTRUCT LWC 'sPROPO§I D (AS NEEDED)ACCESS ROXI)

PPL ------ PPL PPL

FORPUMPING UN

\ PROPOSEDN, 12" (MAX.) SEPARATOR SEPARATOR

ÇAS PIPELINEr (10'X24') (10'X24') /

PPL ECD PPL PP ECD

COMPI TIONS PIT(CUTTIÑûS AREA)

mm

PLEASENOTE:1. LOCATIONS OF PROPOSED FACILITIESAND PROPOSED

PIPELINESDISPLAYEDWITHIN THE PAD AREAAREFORVISUALIZATION PURPOSES ONLY. ACTUAL LOCATIONSTO BE DETERMINED DURING CONSTRUCTION.

2. ACTUAL RECLAMATIONAREATO BEDETERMINEDDURING INTERIM RECLAMATION.

WELL PAD - WILLOW RIDGE 1622-29D RECLAMATION DESIGN SUMMARY WELL PAD LEGENDEXISTING WELL LOCATIONPROPOSED WELL LOCATION

TOTAL DISTURBANCE AREA= 9.48 ACRES EXISTINGCONTOURS(2'INTERVAL)

RECLAMATION AREA= 7.94 ACRES PROPOSEDCONTOURS(2'INTERVAL)- PPL - PROPOSED PIPELINE

TOTAL WELL PAD AREA AFTER RECLAMATION = 1.54 ACRES EXISTING PIPELINE

RECLAMATION AREA

Anadarko E&P Onshore LLc N1099 18th Street - Denver, Colorado 80202

WELL PAD - WILLOW RIDGE 1622-29D 6090 50' 100'

WELL PAD - RECLAMATION LAYOUT HORIZONTAL 1" = 100'


.

LOCATED IN SECTION 29, T16S, R22E, rda WnLS eet TIMBERLINE (435)289-1365 scALE: 1"=100l DATE: 11/14/13 SHEETNO:


RECEIVED: March 19,



"PROPOSEDWELL PAD

's CONSTRUCT LWC 'sPROPO§I D (AS NEEDED)

ACCESS ROXI)

PPL ------ PPL PPL

FORPUMPING UN



PPL ECD PPL PP ECD


mm








RECLAMATION AREA


WELL PAD - WILLOW RIDGE 1622-29D 6090 50' 1001



.



RECEIVED: March 19,



"PROPOSEDWELL PAD


ACCESS ROXI)

PPL ------ PPL PPL

FORPUMPING UN



PPL ECD PPL PP ECD


mm








RECLAMATION AREA





.



RECEIVED: March 19,



"PROPOSEDWELL PAD


ACCESS ROXI)

PPL ------ PPL PPL

FORPUMPING UN



PPL ECD PPL PP ECD


mm








RECLAMATION AREA





.



RECEIVED: March 19,



CONFIDE

NTIAL


PHOTO VIEW: FROM LOCATION STAKETO CORNER #1 CAMERA ANGLE: NORTHEASTERLY

PHOTO VIEW: FROM BEGINNING OF PROPOSED ROAD CAMERA ANGLE: SOUTHEASTERLY



ENGINEERING & LAND SURVEYlNG, INC.LOCATION PHOTOS 209 NORTH 300 WEST - VERNAL, UTAH 84078

WILLOW RIDGE 1622-29D29M-MH1 & CONSULTING, LLC DATE PHOTOSTAKEN:PHOTOS TAKEN BY:J.w. SHEET NO:

WILLOW RIDGE 1622-29D-2 2155 North Main Street11-4-13

DATE DRAWNLOCATED IN SECTION 29, T16S, R22E, Sheridan,WY 82801 14 DRAWNBY:J.G.C.

Phone 307-674-0609S.L.B.&M., GRAND COUNTY, UTAH· Fax 307-674-0182 DateLastRevised:3-7-14M.W.W 7 OF 14

RECEIVED: March 19,











RECEIVED: March 19,











RECEIVED: March 19,











RECEIVED: March 19,


!(!(

Legend!( Proposed Well Location Access Route - Proposed

WILLOW RIDGE 1622-29D29M-MH1WILLOW RIDGE 1622-29D-2

R22E

SHEET NO:

³CONSULTING, LLC

SCALE:

DRAWN: DATE:

REVISED: DATE:

1:100,000 NAD83 USP Central

88 OF 14

2155 North Main StreetSheridan, Wyoming 82801

Phone 307-674-0609Fax 307-674-0182

T15ST15½S

R23E

R21E

R22E

±64.4 mito Ouray

±1.8

miles

K:\AN

ADAR

KO\20

13\20

13_9

8_BO

OKCL

IFF_H

Z_WE

LLS\G

IS\Ma

ps_A

BCDE

\WILL

OW R

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3/7/20

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T16ST17S

TL

T16S

R21E

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±0.4

miles


TOPO AWILLOW RIDGE 1622-29D29M-MH1 &



±12.4 miles

14 Nov 20131099 18th Street

Denver, Colorado 80202

Anadarko E&POnshore LLC

TL 7 Mar 2014


CONFIDE

NTIAL


R -R RR I

21 22 22 23E E E E

T 5SL I

T15½S

T16SI '

±64.4 mito Ouray


I

T16ST17S ee

R R R21 22

.... 22 23

E E E E

LegendProposed Well Location Access Route - Proposed

WELL PAD - WILLOW RIDGE 1622-29DCONSULTING, LLC

N

Anadarko E&P 609 sTOPO A Phone 30 674 0609

WILLOW RIDGE 1622-29D29M-MH1 & Onshore LLC Fax 307 674 0181

WILLOW RIDGE 1622-29D-2 1099 lath Street SCALE: 1:100,000 NAD83USPCentral SHEETNO:

LOCATED IN SECTION 29, T16S, R22E, Denver Colorado 80202 DRAWN: TL DATE: 14 Nov 2013S.L.B.&M., GRAND COUNTY, UTAH

REVISED: TL DATE: 7 Mar 2014 8 OF 14

RECEIVED: March 19,


R -R RR I

21 22 22 23E E E E

T 5SL

T15½S

T16SI '

±64.4 mito Ouray


-- + --

T16S 1

T17S

I

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I



N

Anadarko E&P 609 s

WILLOW RIDGE62O2-A29D29M-MH1

& Onshore LLCWILLOW RIDGE 1622-29D-2 1099 lath Street SCALE: 1:100,000 NAD83USPCentral SHEETNO:

LOCATED IN SECTION 29, T16S, R22E, Denver, Colorado 80202 DRAWN: TL DATE: 14 Nov 2013S.L.B.&M., GRAND COUNTY, UTAH


RECEIVED: March 19,


R -R RR I

21 22 22 23E E E E

T 5SL

T15½S

T16SI '

±64.4 mito Ouray


-- + --

T16S 1

T17S

I

R RR21 22 . 22 23E E E E

I



N

Anadarko E&P 609 s





RECEIVED: March 19,


R -R RR I

21 22 22 23E E E E

T 5SL

T15½S

T16SI '

±64.4 mito Ouray


-- + --

T16S 1

T17S

I

R RR21 22 . 22 23E E E E

I



N

Anadarko E&P 609 s





RECEIVED: March 19,


!(

!(!(

!(

ú

STATE 30-15!

Legend!( Well - Proposed! Well - Existing

Well Pad Road - ProposedRoad - Existing

County Roadú Culvert/LWC - Proposed

County Road - To Be Improved

Bureau of Land ManagementIndian Reservation

StatePrivate


SHEET NO:

³CONSULTING, LLC

SCALE:

DRAWN: DATE:

REVISED: DATE:

1" = 2,000ft NAD83 USP Central


Phone 307-674-0609Fax 307-674-0182

±76.8mito Ouray

WILLOW RIDGE 1622-28D

#

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99 OF 14

TL

±2,055ft


TOPO BWILLOW RIDGE 1622-29D29M-MH1 &



R22E

T16S




±9,740ft

T17S

R21E

Total Proposed Road Length: ±2,055ftTotal Proposed Length of County Road To Be Improved: ±9,740ft

TL 7 Mar 2014


CONFIDE

NTIAL


R R21 22E E WILLOW RIDGE 1622-29D29M-MH1

WILLOW RIDGE 1622-29D-2


STATE 30-15

4 ±9,740ft

±76.8mito Ouray

LU

T16ST17S

Total Proposed Road Length: ±2,055ftLegend Total Proposed Length of County Road To Be Improved: ±9,740ft

Well - Proposed Well Pad Road - Proposed County Road Bureau of Land Management Statee Well - Existing Road - Existing Culvert/LWC - Proposed Indian Reservation Private

County Road -To Be Improved


N

Anadarko E&P so9 Sho hyo nn 2c8cL

TOPO B Phone307-674-0609

WILLOW RIDGE 1622-29D29M-MH1 & Onshore LLC Fax307-674-0182

WILLOW RIDGE 1622-29D-2 1099 lath Street SCALE: 1"=2,000ft NAD83USPCentral SHEETNO:

LOCATED IN SECTION 29, T16S, R22E, Denver Colorado 80202 DRAWN: TL DATE: 14 Nov 2013S.L.B.&M., GRAND COUNTY, UTAH


RECEIVED: March 19,




WILLOW RID E 1622-28D

STATE 30-15

e±9,740ft

±76.8mito Ouray

LU

T16ST17S

LU


Well - Proposed Well Pad Road - Proposed County Road Bureau of Land Management State

e Well - Existing Road - Existing Culvert/LWC -Proposed Indian Reservation Private



N

Anadarko E&P so9WILLOW RIDGE

62O2-29D29M-MH1& Onshore LLC




RECEIVED: March 19,





STATE 30-15

e±9,740ft

±76.8mito Ouray

LU

T16ST17S

LU






N






RECEIVED: March 19,





STATE 30-15

e±9,740ft

±76.8mito Ouray

LU

T16ST17S

LU






N






RECEIVED: March 19,


2155 North Main StreetSheridan, WY 82801(307) 674-0609

Consulting, LLC

SHEET NO:

TL 14 Nov 2013

1010 OF 14

Revised: Date:

Drawn by: Date:

NAD83 USP CentralScale: 1" = 2,000ft

TOPO CWILLOW RIDGE 1622-29D29M-MH1 &




K:\AN

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TL 7 Mar 2014

Legend!( Well - Proposed!( Bottom Hole - Proposed!( Bottom Hole - Existing

Well Path

Well PadOne-Mile RadiusWILLOW RIDGE 1622-29D29M-MH1One-Mile RadiusWILLOW RIDGE 1622-29D-2

* Producing Spudded" APD ApprovedÇ New Permit (Not yet approved or drilled)

! Drilling Operations SuspendedD Returned APD (Unapproved)Q Temporarily-AbandonedX1 Active Injector

B Location Abandoned

q Plugged and Abandoned

Õ Shut-In

!(

!(

!(!(

!(

STATE 915-1

STATE 30-15

SNOWSHOE 4-15-16-22

D

!

q

Bq

Nearest Existing Well Bore Estimated Nearest Existing Well Bore EstimatedProposed Well within One Mile of Proposed SHL Distance within One Mile of Proposed BHL Distance================================================================================================================================================WILLOW RIDGE 1622-29D29M-MH1 STATE 30-15 ±4,064ft STATE 30-15 ±2,311ftWILLOW RIDGE 1622-29D-2 STATE 30-15 ±4,079ft STATE 30-15 ±4,079ft

Well locations derived from Utah Divisionof Oil, Gas and Mining (UDOGM) (oilgas.ogm.utah.gov). The estimated distances fromproposed bore locations to the nearest existingbore locations are based on UDOGM data.

T17S

R21E

R22E



T16SR21E

R22E


CONFIDE

NTIAL



L I 1 2 8D¯

4Well locations derived from Utah Divisionof Oil, Gas and Mining (UDOGM)(oilgas.ogm.utah.gov). The estimated distances from 1

r oadborse catiosnesd ntheDneaGrestexisting

uJ

Nearest Existing Well Bore Estimated Nearest Existing Well Bore EstimatedProposed Well within One Mile of Proposed SHL Distance within One Mile of Proposed BHL Distance

WILLOW RIDGE 1622-29D29M-MH1 STATE 30-15 ±4,064ft STATE 30-15 ±2,311ftWILLOW RIDGE 1622-29D-2 STATE 30-15 ±4,079ft STATE 30-15 ±4,079ft

Legend

Well - Proposed Well Pad Producing e Drilling Operations Suspended Location Abandonedo Bottom Hole - Proposed One-Mile Radius @ Spudded X Returned APD (Unapproved)

WILLOW RIDGE 1622-29D29M-MH1 Plugged and Abandonedo Bottom Hole - Existing

.

O APD Approved Temporarily-Abandoned NOne-Mile Radius _o-- Shut-InWell Path WILLOW RIDGE 1622-29D-2 G New Permit (Not yet approved or drilled) Active Injector


Drawn by: TL Date: 14 Nov 2013Toro c Anadarko E&PWILLOW RIDGE 1622-29D29M-MH1 & Consulting, LLC Revised: TL Date: 7Mar2014

WILLOW RIDGE 1622-29D-2 Onshore LLC 6092155 North Main Street SHEETNOLOCATED IN SECTION 29, T16S, R22E, 1099 18th Street Sheridan, WY82801 NAD83 USP Central

S.L.B.&M., GRAND COUNTY, UTAH Denver, Colorado 80202 ""'A 674¯°6°' scale: 1" = 2,000ft100F14

RECEIVED: March 19,



L I 1 2 8D¯

4Well locations derived from Utah Divisionof Oil, Gas and Mining (UDOGM)(oilgas.ogm.utah.gov). The estimated distances from 1

r oadborse catiosnesd ntheDneaGrestexisting

uJ

Nearest Existing Well Bore Estimated Nearest Existing Well Bore EstimatedProposed Well within One Mile of Proposed SHL Distance within One Mile of Proposed BHL Distance

WILLOW RIDGE 1622-29D29M-MH1 STATE 30-15 ±4,064ft STATE 30-15 ±2,311ftWILLOW RIDGE 1622-29D-2 STATE 30-15 ±4,079ft STATE 30-15 ±4,079ft

Legend

Well - Proposed Well Pad Producing e Drilling Operations Suspended Location Abandonedo Bottom Hole - Proposed One-Mile Radius @ Spudded X Returned APD (Unapproved)

WILLOW RIDGE 1622-29D29M-MH1 Plugged and Abandonedo Bottom Hole - Existing

.

O APD Approved Temporarily-Abandoned NOne-Mile Radius _o-- Shut-InWell Path WILLOW RIDGE 1622-29D-2 G New Permit (Not yet approved or drilled) Active Injector


Drawn by: TL Date: 14 Nov 2013Toro c Anadarko E&PWILLOW RIDGE 1622-29D29M-MH1 & Consulting, LLC Revised: TL Date: 7Mar2014

WILLOW RIDGE 1622-29D-2 Onshore LLC 6092155 North Main Street SHEETNOLOCATED IN SECTION 29, T16S, R22E, 1099 18th Street Sheridan, WY82801 NAD83 USP Central

S.L.B.&M., GRAND COUNTY, UTAH Denver, Colorado 80202 ""'A 674¯°6°' scale: 1" = 2,000ft100F14

RECEIVED: March 19,


!(

!(!(

!(

!

STATE 30-15

Legend!( Well - Proposed! Well - Existing

Well PadWell Pad - Existing

Gas Pipeline - ProposedGas Pipeline - To Be UpgradedGas Pipeline - Existing

Road - ProposedRoad - ExistingCounty Road


StatePrivate

SHEET NO:

³CONSULTING, LLC

SCALE:

DRAWN: DATE:

REVISED: DATE:



Phone 307-674-0609Fax 307-674-0182

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1111 OF 14

T16S


TOPO DWILLOW RIDGE 1622-29D29M-MH1 &



Gas Tie-In PointExisting 3" Buried

Gas Pipeline

±12,150ft

Proposed Gas Pipeline Length===========================================================Buried 12"(Max.) (Meter House to Edge of Pad) ±400ftBuried 12"(Max.) (Edge of Pad to Existing 3" Gas Pipeline) ±12,150ft

TOTAL PROPOSED BURIED GAS PIPELINE = ±12,550ft

T17S

R22E

R21E




TL 7 Mar 2014

R22E

R21E


CONFIDE

NTIAL


IR R

21 22WILLOW RIDGE 1622-29D29M-MH1

E E WILLOW RIDGE 1622-29D-2

STATE 30-15

e

±12,150ft


Gas Pipeline

T16SProposed Gas Pipeline LengthT17S RRBuried 12"(Max.) (Meter House to Edge of Pad) ±400ft

21 22 Buried 12"(Max.) (Edge of Pad toExisting 3" Gas Pipeline) il2,150ft

E E TOTAL PROPOSED BURIED GAS PIPELINE = il2,550ft

LegendWell - Proposed Well Pad - - • Gas Pipeline - Proposed Road - Proposed Bureau of Land Management State

e Well - Existing Well Pad - Existing •-•-•- Gas Pipeline -To Be Upgraded Road - Existing Indian Reservation Private

- Gas Pipeline - Existing County Road


Anadarko E&P seg s

WILLOW RIDG62O2-D29D29M-MH1

& Onshore LLCWILLOW RIDGE 1622-29D-2 1099 lath Street SCALE: 1"=2,000ft NAD83USPCentral SHEETNO:

LOCATED IN SECTION 29, T16S, R22E, Denver Colorado 80202DRAWN: TL DATE: 14 Nov 2013

S.L.B.&M., GRAND COUNTY, UTAHREVISED: TL DATE: 7 Mar 2014 11 OF 14

RECEIVED: March 19,


I R R21 22 WILLOW RIDGE 1622-29D29M-MH1E E WILLOW RIDGE 1622-29D-2

STATE 30-153

±12,150ft

LU

oGas Tie-In Point

Existing 3" BuriedGas Pipeline

T16ST17S R R II:::::I=G n n

Buried 12" (Max.) (Meter House to Edge of Pad) ±400ft

21 22 Buried 12" (Max.) (Edge of Pad toExisting 3" Gas Pipeline) ±12,150ft

E E TOTAL PROPOSED BURIED GAS PIPELINE = ±12,550ft

LegendWell -Proposed Well Pad - - • Gas Pipeline -Proposed Road -Proposed Bureau of Land Management State

e Well -Existing Well Pad - Existing •-•-•- Gas Pipeline -To Be Upgraded Road -Existing Indian Reservation Private

---- Gas Pipeline -Existing County Roado

a WELL PAD - WILLOW RIDGE 1622-29DCONSULTING, LLC

N

Anadarko E&P 609 M nn





RECEIVED: March 19,



STATE 30-153

±12,150ft

LU

oGas Tie-In Point










N






RECEIVED: March 19,



STATE 30-153

±12,150ft

LU

oGas Tie-In Point










N






RECEIVED: March 19,


!(!(

!(

STATE 30-15

Legend!( Well - Proposed!( Well - Existing

Well Pad - ProposedWell Pad - Existing


Road - ProposedRoad - ExistingCounty Road


StatePrivate



Gas Pipeline

SHEET NO:

³CONSULTING, LLC

SCALE:

DRAWN: DATE:

REVISED: DATE:


TL


Phone 307-674-0609Fax 307-674-0182

±12,150ft

T16SR22E


1212 OF 14

TOPO D2 (PAD & PIPELINE DETAIL)WILLOW RIDGE 1622-29D29M-MH1 &



K:\AN

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T16SR21E




Proposed Gas Pipeline Length===========================================================Buried 12"(Max.) (Meter House to Edge of Pad) ±400ftBuried 12"(Max.) (Edge of Pad to Existing 3" Gas Pipeline) ±12,150ft

TOTAL PROPOSED BURIED GAS PIPELINE = ±12,550ft

TL 7 Mar 2014


CONFIDE

NTIAL


T16S T16S WILLOW RIDGE 1622-29D29M-MH1WILLOW RIDGE 1622-29D-2

R21E R22E

I

STATE 30-15

12,150ft

Proposed Gas Pipeline Length

Buried 12"(Max.) (Meter House to Edge of Pad) ±400ft

Gas Tie-In Point Buried 12"(Max.) (Edge of Pad toExisting 3" Gas Pipeline) il2,150ft

Existing 3" BuriedGas Pipeline TOTAL PROPOSED BURIED GAS PIPELINE = il2,550ft

LegendWell -Proposed Well Pad - Proposed - - • Gas Pipeline -Proposed Road -Proposed Bureau of Land Management State

O Well -Existing Well Pad -Existing •-•-•- Gas Pipeline -To Be Upgraded Road -Existing Indian Reservation Private

---- Gas Pipeline -Existing County Road


N

Anadarko E&P 609 2155 North Main Street

TOPO D2 (PAD & PIPELINE DETAIL) Sher an on ng 01

WILLOW RIDGE 1622-29D29M-MH1 & Onshore LLC Fax 307 674-0182


LOCATED IN SECTION 29, T16S, R22E, Denver, Colorado 80202 DRAWN: TL DATE: 14 Nov 2013S.L.B.&M., GRAND COUNTY, UTAH •


RECEIVED: March 19,



R21E R22E

I

STATE 30-15

e12,150ft



Gas Tie-In Point Buried 12" (Max.) (Edge of Pad toExisting 3" Gas Pipeline) ±12,150ft

Existing 3" BuriedGas Pipeline TOTAL PROPOSED BURIED GAS PIPELINE = ±12,550ft





N







RECEIVED: March 19,



R21E R22E

I

STATE 30-15

e12,150ft









N







RECEIVED: March 19,



R21E R22E

I

STATE 30-15

e12,150ft









N







RECEIVED: March 19,


!(

!(

!(!(

!(

ML-47569

ML-47567

ML-49405

ML-47568ML-47562

ML-47571

Legend!( Well - Proposed!( Bottom Hole - Proposed!( Bottom Hole - Existing

Well PathWell PadLease Boundary


Road - ProposedRoad - Existing


StatePrivate

Distance ToProposed Well Nearest Lease Boundary=======================================================WILLOW RIDGE 1622-29D29M-MH1 690ftWILLOW RIDGE 1622-29D-2 663ft

SHEET NO:

³CONSULTING, LLC

SCALE:

DRAWN: DATE:

REVISED: DATE:



Phone 307-674-0609Fax 307-674-0182

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TL 14 Nov 20131099 18th Street



1313 OF 14




TOPO EWILLOW RIDGE 1622-29D29M-MH1 &



T16SR22E

T16SR21E

TL 7 Mar 2014


CONFIDE

NTIAL


T16S T16SR21E R22E

I

ML47567WILLOW RIDGE 1622-29D29M-MH1WILLOW RIDGE 1622-29D-2

A

............-...-...---.----- -- ----

-·=-"•-"•-·"-"'-'"-'"""""""¯"'¯°"¯"

ML47568

ML47562- - WILLO RIDGE 1622-28D

ML47569

ML47571ML49405

LU

IDistance To

Proposed Well Nearest Lease Boundary

WILLOW RIDGE 1622-29D29M-MH1 690ftWILLOW RIDGE 1622-29D-2 663ft

LegendWell - Proposed - Well Path - - • Gas Pipeline - Proposed Road - Proposed Bureau of Land Management State

Bottom Hole - Proposed Well Pad •-•-•- Gas Pipeline - To Be Upgraded Road - Existing Indian Reservation Private

Bottom Hole - Existing Lease Boundary ---- Gas Pipeline - Existing


TOPO EAnadarko E&P ses

WILLOW RIDGE 1622-29D29M-MH1 & Onshore LLCWILLOW RIDGE 1622-29D-2 1099 lath Street SCALE: 1"=2,000ft NAD83USPCentral SHEETNO:



RECEIVED: March 19,


T16S T16SR21E R22E

I


I


ML47569

ML47571ML49405

LU

Distance ToProposed Well Nearest Lease Boundary

I WILLOW RIDGE 1622-29D29M-MH1 690ftWILLOW RIDGE 1622-29D-2 663ft

Legend

Well -Proposed - Well Path - - • Gas Pipeline -Proposed Road -Proposed Bureau of Land Management State

o Bottom Hole -Proposed Well Pad •-•-•- Gas Pipeline -To Be Upgraded Road -Existing Indian Reservation Private

o Bottom Hole -Existing Lease Boundary ---- Gas Pipeline -Existing

2 WELL PAD - WILLOW RIDGE 1622-29DCONSULTING, LLC

N

Anadarko E&P sesWILLOW RIDGE

62O2-E29D29M-MH1& Onshore LLC




RECEIVED: March 19,


T16S T16SR21E R22E

I


I


ML47569

ML47571ML49405

LU



Legend





N






RECEIVED: March 19,


T16S T16SR21E R22E

I


I


ML47569

ML47571ML49405

LU



Legend





N






RECEIVED: March 19,


Anadarko E&P Onshore LLC WELL PAD – WILLOW RIDGE 1622-29D

WELLS – WILLOW RIDGE 1622-29D29M-MH1 & WILLOW RIDGE 1622-29D-2

Section 29, T16S, R22E, S.L.B.&M.

Proceed in a westerly direction from Vernal, Utah, along U.S. Highway 40 approximately 13.9 miles to the junction of State Highway 88. Exit left and proceed in a southerly direction along State Highway 88 approximately 16.8 miles to Ouray, Utah. From Ouray, proceed in a southerly direction along the Seep Ridge Road (County B Road 2810) approximately 55.4 miles to the intersection of the Book Cliffs Ridge Road (County B Road 194) to the southwest. Exit right and proceed in a southwesterly direction along the Book Cliffs Ridge Road approximately 9.0 miles to the Moon Ridge Road (County B Road 209) to the southwest. Continue in a southwesterly, then northwesterly direction along the Moon Ridge Road approximately 12.4 miles to the intersection of a Class D County Road to the north. Exit right and proceed in a northerly direction along the Class D County Road approximately 1.8 miles to the proposed access road to the southeast. Follow road flags in a southeasterly direction approximately 2,055 feet to the proposed well location. Total distance from Vernal, Utah to the proposed well location is approximately 109.7 miles in a southerly direction.

SHEET 14 OF 14


CONFIDE

NTIAL


Anadarko E&P Onshore LLCWELL PAD - WILLOW RIDGE 1622-29D

WELLS - WILLOW RIDGE 1622-29D29M-MH1& WILLOW RIDGE 1622-29D-2


Proceed in a westerly direction from Vernal, Utah, along U.S. Highway 40 approximately 13.9miles to the junction of State Highway 88. Exit left and proceed in a southerly direction alongState Highway 88 approximately 16.8 miles to Ouray, Utah. From Ouray, proceed in a southerlydirection along the Seep Ridge Road (County B Road 2810) approximately 55.4 miles to theintersection of the Book Cliffs Ridge Road (County B Road 194) to the southwest. Exit rightand proceed in a southwesterly direction along the Book Cliffs Ridge Road approximately 9.0miles to the Moon Ridge Road (County B Road 209) to the southwest. Continue in asouthwesterly, then northwesterly direction along the Moon Ridge Road approximately 12.4miles to the intersection of a Class D County Road to the north. Exit right and proceed in anortherly direction along the Class D County Road approximately 1.8 miles to the proposedaccess road to the southeast. Follow road flags in a southeasterly direction approximately 2,055feet to the proposed well location.

Total distance from Vernal, Utah to the proposed well location is approximately 109.7 miles in asoutherly direction.

SHEET 14 OF 14

RECEIVED: March 19,







SHEET 14 OF 14

RECEIVED: March 19,







SHEET 14 OF 14

RECEIVED: March 19,







SHEET 14 OF 14

RECEIVED: March 19,


Willow Ridge 1622-29D29M-MH1, Willow Ridge 1622-29D-2 Surface Use Plan of Operations1 of 7

Anadarko E&P Onshore LLC

API # WILLOW RIDGE 16-22-29D-2Surface: 663 FNL / 230 FWL NWNW

BHL: 663 FNL / 230 FWL NWNW

API #4301950039 WILLOW RIDGE 1622-29D29M-MH1Surface: 660 FNL / 200 FWL NWNW


This SUPO contains surface operating procedures for Anadarko E&P Onshore, LLC, a wholly owned subsidiary of Anadarko Petroleum Corporation (APC) pertaining to actions that involve the State of Utah School and Institutional Trust Lands Administration (SITLA) in the development of minerals leased to APC (including but not limited to, APDs/SULAs/ROEs/ROWs and/or easements.)

See associated Utah Division of Oil, Gas, and Mining (UDOGM) Form 3(s), plats, maps, and other attachments for site-specific information on projects represented herein.

In accordance with Utah Oil & Gas Conservation Rule R649-3-2 pertaining to Horizontal wells, these wells will be horizontally drilled. Refer to Topo Map A for directions to the location and Topo Maps A and B for location of access roads within a 2-mile radius.

A. Existing Roads: Existing roads consist of county and improved/unimproved lease roads. Anadarko will maintain existing roads in a condition that is the same as or better than before operations began and in a safe and usable condition. Maintenance of existing roads will continue until final abandonment and reclamation of well pads and/or other facilities. The road maintenance may include, but is not limited to, blading, ditching, culvert installation/cleanout, surfacing, and dust control.

Typically, roads, gathering lines and electrical distribution lines will occupy common disturbance corridors and roadways will be used as working space. All disturbances located in the same corridor will overlap each other to the maximum extent possible; in no case will the maximum disturbance width of the access road and utility corridors exceed 50’, unless otherwise approved.

B. Planned Access Roads:

Approximately ±2,055' (0.39 miles) of new road is proposed and ±9,740' (1.84 miles) of county road will be upgraded (see Topo Map B). Applicable Grand County encroachment and/or pipeline crossing permits will be obtained prior to construction/development. No other pipelines will be crossed at this location.

If there are roads that are new or to be reconstructed, they will be located, designed, and maintained to meet the standards of SITLA and other commonly accepted Best Management Practices (BMPs). If a new road/corridor were to cross a water of the United States, Anadarko will adhere to the requirements of applicable Nationwide or Individual Permits of the Department of Army Corps of Engineers.

During the onsite, turnouts, major cut and fills, culverts, bridges, gates, cattle guards, low water crossings, or modifications needed to existing infrastructure/facilities were determined, as applicable, are typically shown on attached Exhibits and Topo maps.


CONFIDE

NTIAL


Willow Ridge 1622-29D29M-MH1, Willow Ridge 1622-29D-2 Surface Use Plan of Operationsl of 7


WILLOW RIDGE 16-22-29D-2Surface: 663 FNL / 230 FWL NWNW

BHL: 663 FNL / 230 FWL NWNW

API #4301950039 WILLOW RIDGE 1622-29D29M-MH1Surface: 660 FNL / 200 FWL NWNW


This SUPO contains surface operating procedures for Anadarko E&P Onshore, LLC, a whollyowned subsidiary of Anadarko Petroleum Corporation (APC) pertaining to actions that involve the State of UtahSchool and Institutional Trust Lands Administration (SITLA) in the development of minerals leased to APC(including but not limited to, APDs/SULAs/ROEs/ROWs and/or easements.)

See associated Utah Division of Oil, Gas, and Mining (UDOGM) Form 3(s), plats, maps, and other attachmentsfor site-speciñc information on projects represented herein.

In accordance with Utah Oil & Gas Conservation Rule R649-3-2 pertaining to Horizontal wells, these wells

will be horizontally drilled. Refer to Topo Map A for directions to the location and Topo Maps A and B forlocation of access roads within a 2-mile radius.

A. Existing Roads:Existing roads consist of county and improved/unimproved lease roads. Anadarko will maintain existing roads in a

condition that is the same as or better than before operations began and in a safe and usable condition.

Maintenance of existing roads will continue until ñnal abandonment and reclamation of well pads and/or otherfacilities. The road maintenance may include, but is not limited to, blading, ditching, culvert installation/cleanout,surfacing, and dust control.

Typically, roads, gathering lines and electrical distribution lines will occupy common disturbance corridors androadways will be used as working space. All disturbances located in the same corridor will overlap each other

to the maximum extent possible; in no case will the maximum disturbance width of the access road and utilitycorridors exceed 50', unless otherwise approved.


Approximately ±2,055' (0.39miles) of new road is proposed and ±9,740' (1.84 miles) of county road will be upgraded(see Topo Map B). Applicable Grand County encroachment and/or pipeline crossing permits will be obtained prior toconstruction/development. No other pipelines will be crossed at this location.

If there are roads that are new or to be reconstructed, they will be located, designed, and maintained to meet thestandards of SITLA and other commonly accepted Best Management Practices (BMPs). If a new road/corridor

were to cross a water of the United States, Anadarko will adhere to the requirements of applicable Nationwide or

Individual Permits of the Department of Army Corps of Engineers.

During the onsite, turnouts, major cut and ñlls, culverts, bridges, gates, cattle guards, low water crossings, ormodiñcations needed to existing infrastructure/facilities were determined, as applicable, are typically shown on

attached Exhibits and Topo maps.

RECEIVED: March 19,




WILLOW RIDGE 16-22-29D-2

Surface: 663 FNL / 230 FWL NWNWBHL: 663 FNL / 230 FWL NWNW

API #4301950039 WILLOW RIDGE 1622-29D29M-MH1

Surface: 660 FNL / 200 FWL NWNWBHL: 660 FSL / 200 FWL SWSW

This SUPO contains surface operating procedures for Anadarko E&P Onshore, LLC, a wholly

owned subsidiary of Anadarko Petroleum Corporation (APC) pertaining to actions that involve the State of UtahSchool and Institutional Trust Lands Administration (SITLA) in the development of minerals leased to APC(including but not limited to, APDs/SULAs/ROEs/ROWs and/or easements.)

See associated Utah Division of Oil, Gas, and Mining (UDOGM) Form 3(s), plats, maps, and other attachments

for site-speciñc information on projects represented herein.





Maintenance of existing roads will continue until ñnal abandonment and reclamation of well pads and/or other

facilities. The road maintenance may include, but is not limited to, blading, ditching, culvert installation/cleanout,surfacing, and dust control.

Typically, roads, gathering lines and electrical distribution lines will occupy common disturbance corridors and

roadways will be used as working space. All disturbances located in the same corridor will overlap each other

to the maximum extent possible; in no case will the maximum disturbance width of the access road and utility

corridors exceed 50', unless otherwise approved.


Approximately ±2,055' (0.39miles) of new road is proposed and ±9,740' (1.84 miles) of county road will be upgraded

(see Topo Map B). Applicable Grand County encroachment and/or pipeline crossing permits will be obtained prior toconstruction/development. No other pipelines will be crossed at this location.




During the onsite, turnouts, major cut and ñlls, culverts, bridges, gates, cattle guards, low water crossings, or

modiñcations needed to existing infrastructure/facilities were determined, as applicable, are typically shown on


RECEIVED: March 19,































RECEIVED: March 19,































RECEIVED: March 19,



C. Location of Existing and Proposed Facilities:

The proposed well location will be a new pad location.

Production facilities (see Well Pad Design Summary and Facilities Diagram):

Production facilities will be installed on the disturbed portion of the well pad and may include bermed components (typically excluding dehy’s and/or separators) that contain fluids (i.e. production tanks, produced liquids tanks). The berms will be constructed of compacted subsoil or corrugated metal, impervious, designed to hold 110% of the capacity of the largest tank, and be independent of the back cut. All permanent (on-site six months or longer) above ground structures constructed or installed, including pumping units, will be painted a flat, non-reflective, earth-tone color chosen at the onsite in coordination with SITLA.

Gathering Facilities:

The following pipeline transmission facilities will apply if the well is productive (see Topo D):

The total gas gathering (steel line pipe with fusion bond epoxy coating) pipeline distances from the meter to the tie in point is ±12,550’ and the individual segments are broken up as follows:

±400' (0.08 miles) – On lease number ML-47569, New 12” (max) buried gas pipeline from the meter to the edge of the pad. Please refer to Topo D2 - Pad and Pipeline Detail.

±12,150' (2.3 miles) –On lease numbers ML-47569 & ML-49405, new 12" (max) buried gas pipeline from the edgeof the pad to the existing 3" gas pipeline. Please refer to Topo D2 - Pad and Pipeline Detail.

Pipeline right-of-way that is not on lease will be applied for under a separate cover.

There are no proposed liquid gathering lines.

Anadarko requests a temporary 45’ construction right-of-way and a 30' permanent right-of-way.

The proposed trench width for the pipeline would range from 18-48 inches and will be excavated to a depth of 48 to 60 inches of normal soil cover or 24 inches of cover in consolidated rock. During construction blasting may occur along the proposed right-of-way where trenching equipment cannot cut into the bedrock. Large debris and rocks removed from the earth during trenching and blasting that could not be returned to the trench would be distributed evenly and naturally in the project area. The proposed pipelines will be pressure tested pneumatically (depending on size) or with fluids (either fresh or produced). If fluids are used, there will be no discharge to the surface.

Pipeline signs will be installed along the right-of-way to indicate the pipeline proximity and ownership, as well as to provide emergency contact phone numbers. Above ground valves, T's, and/or cathodic protection will be installed at various locations for connection, corrosion prevention and/or for safety purposes.

D. Location and Type of Water Supply:

Water for drilling purposes will be obtained from one of the following sources:

Burton H. DeLambert Trust:1050' FSL & 3150' FEL, Sec. 6 - T16S - R23E

JD Field Services: Not sure if these are cu 1087’ FSL & 1020’ FEL, Sec. 15 – T2N – R22E

RN Industries:705’ FNL & 675’ FWL, Sec. 1 – T6S – R22E1057’ FNL & 390’ FWL, Sec. 1 – T6S – R22E1239’ FNL & 52’ FEL, Sec. 6 – T6S – R23E

Green River:

High Pressure:


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Production facilities will be installed on the disturbed portion of the well pad and may include bermed components(typically excluding dehy's and/or separators) that contain fluids (i.e. production tanks, produced liquids tanks).The berms will be constructed of compacted subsoil or corrugated metal, impervious, designed to hold 110% ofthe capacity of the largest tank, and be independent of the back cut. All permanent (on-site six months or longer)above ground structures constructed or installed, including pumping units, will be painted a flat, non-reflective,earth-tone color chosen at the onsite in coordination with SITLA.



The total gas gathering (steel line pipe with fusion bond epoxy coating) pipeline distances from the meter to thetie in point is ±12,550' and the individual segments are broken up as follows:

±400' (0.08miles) - On lease number ML-47569, New 12" (max) buried gas pipeline from the meter to theedge of the pad. Please refer to Topo D2 - Pad and Pipeline Detail.

±12,150' (2.3 miles) -On lease numbers ML-47569 & ML-49405, new 12" (max) buried gas pipeline from the edgeof the pad to the existing 3" gas pipeline. Please refer to Topo D2 - Pad and Pipeline Detail.



Anadarko requests a temporary 45' construction right-of-way and a 30' permanent right-of-way.

The proposed trench width for the pipeline would range from 18-48 inches and will be excavated to a depth of48 to 60 inches of normal soil cover or 24 inches of cover in consolidated rock. During construction blasting mayoccur along the proposed right-of-way where trenching equipment cannot cut into the bedrock. Large debris androcks removed from the earth during trenching and blasting that could not be returned to the trench would bedistributed evenly and naturally in the project area. The proposed pipelines will be pressure tested pneumatically(depending on size) or with fluids (either fresh or produced). If fluids are used, there will be no discharge to thesurface.

Pipeline signs will be installed along the right-of-way to indicate the pipeline proximity and ownership, as well asto provide emergency contact phone numbers. Above ground valves, T's, and/or cathodic protection will beinstalled at various locations for connection, corrosion prevention and/or for safety purposes.

D. Location and Type of Water Supplv:


Burton H. DeLambert Trust:1050' FSL & 3150' FEL, Sec. 6 - Tl6S - R23E

JD Field Services: Not sure if these are enGreen River: 1087' FSL & 1020' FEL, Sec. 15 - T2N - R22E

RN Industries:High Pressure: 705' FNL & 675' FWL, Sec. 1 - T6S - R22E

1057' FNL & 390' FWL, Sec. 1 - T6S - R22E1239' FNL & 52' FEL, Sec. 6 - T6S - R23E

RECEIVED: March 19,























RECEIVED: March 19,























RECEIVED: March 19,























RECEIVED: March 19,



501’ FNL & 1676’ FEL, Sec. 9 – T8S – R20E471’ FNL & 1676’ FEL, Sec. 9 – T8S – R20E900’ FNL & 550’ FEL, Sec. 35 – T9S – R22E200’ FNL & 950’ FEL, Sec. 2 – T10S – R22E275’ FSL & 2275’ FEL, Sec. 2 – T10S – R22E122’ FSL & 1350’ FEL, Sec. 11 – T10S – R22E1670’ FSL & 500’ FEL, Sec. 12 – T10S – R22E959’ FNL & 705’ FEL, Sec. 13 – T10S – R22E600’ FSL & 900’ FEL, Sec. 13 – T10S – R22E

481’ FNL & 2176’ FEL, Sec. 9 – T8S – R20E471’ FNL & 2176’ FEL, Sec. 9 – T8S – R20E

4820’ FNL & 1200’ FWL, Sec. 33 – T8S – R20E4850’ FNL & 700’ FWL, Sec. 33 – T8S – R20E

Blue Tanks: 200’ FNL & 405’ FEL, Sec. 32 – T4S – R3E

Water will be hauled to location over the roads marked on Maps A and B.

E. Source of Construction Materials:

Construction operations will typically be completed with native materials found on location. If needed, construction materials that must be imported to the site (mineral material aggregate, soils or materials suitable for fill/surfacing) will be obtained from a nearby permitted source and described in subsequent Sundry requests. No construction materials will be removed from State lands without prior approval from SITLA. F. Methods for Handling Waste Materials:

Should the well be productive, produced water will be contained in a water tank and will be transported by pipeline and/or truck to an approved disposal sites facilities and/or Salt Water Disposal (SWD) injection well. Currently, those facilities are:

RNI in Sec. 5 T9S R22ENBU #159 in Sec. 35 T9S R21EAce Oilfield in Sec. 2 T6S R20EMC&MC in Sec. 12 T6S R19EPipeline Facility in Sec. 36 T9S R20EGoat Pasture Evaporation Pond in SW/4 Sec. 16 T10S R22EBonanza Evaporation Pond in Sec. 2 T10S R23EOr to one of the following Anadarko active Salt Water Disposal (SWD) wells:NBU 159 SWD in Sec. 35 T9S R21ECIGE 112D SWD in Sec. 19 T9S R21ECIGE 114 SWD in Sec. 34 T9S R21ENBU 921-34K SWD in Sec. 34 T9S R21ENBU 921-33F SWD in Sec. 34 T9S R21E

Anadarko will use either a closed loop drilling system that will require one pit and one cuttings storage area to be constructed on the drilling pad or a traditional drilling operation with one pit used for drilling and completion operations. The cuttings storage area will be used to contain only the de-watered drill cuttings and will be lined and bermed to prevent any liquid runoff. The drill cuttings will be buried in the completion pit once completion operations are completed according to traditional pit closure standards. The pit will be constructed to allow for completion operations. The completion operations pit will be lined with a synthetic material 20 mil or thicker and will be used for the completing of the wells on the pad. Using the closed loop drilling system will allow Anadarko to decrease the amount of disturbance/footprint on location compared to a single large drilling/completions pit.

White River:

Water Plant:

Frog Pond:


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White River: 501' FNL & 1676' FEL, Sec. 9 - T8S - R20E471' FNL & 1676' FEL, Sec. 9 - T8S - R20E900' FNL & 550' FEL, Sec. 35 - T9S - R22E200' FNL & 950' FEL, Sec. 2 - T10S - R22E275' FSL & 2275' FEL, Sec. 2 - T10S - R22E122' FSL & 1350' FEL, Sec. 11 - T10S - R22E1670' FSL & 500' FEL, Sec. 12 - T10S - R22E959' FNL & 705' FEL, Sec. 13 - T10S - R22E600' FSL & 900' FEL, Sec. 13 - T10S - R22E

Water Plant: 481' FNL & 2176' FEL, Sec. 9 - T8S - R20E471' FNL & 2176' FEL, Sec. 9 - T8S - R20E

Frog Pond: 4820' FNL & 1200' FWL, Sec. 33 - T8S - R20E4850' FNL & 700' FWL, Sec. 33 - T8S - R20E

Blue Tanks: 200' FNL & 405' FEL, Sec. 32 - T4S - R3E



Construction operations will typically be completed with native materials found on location. If needed, constructionmaterials that must be imported to the site (mineral material aggregate, soils or materials suitable for ñll/surfacing)will be obtained from a nearby permitted source and described in subsequent Sundry requests. No constructionmaterials will be removed from State lands without prior approval from SITLA.

F. Methods for Handling Waste Materials:

Should the well be productive, produced water will be contained in a water tank and will be transported bypipeline and/or truck to an approved disposal sites facilities and/or Salt Water Disposal (SWD) injection well.Currently, those facilities are:

RNI in Sec. 5 T9S R22ENBU #159 in Sec. 35 T9S R21EAce Oilñeld in Sec. 2 T6S R20EMC&MC in Sec. 12 T6S Rl9EPipeline Facility in Sec. 36 T9S R20EGoat Pasture Evaporation Pond in SW/4 Sec. 16 T10S R22EBonanza Evaporation Pond in Sec. 2 T10S R23EOr to one of the following Anadarko active Salt Water Disposal (SWD) wells:NBU 159 SWD in Sec. 35 T9S R21ECIGE 112D SWD in Sec. 19 T9S R21ECIGE 114 SWD in Sec. 34 T9S R21ENBU 921-34K SWD in Sec. 34 T9S R21ENBU 921-33F SWD in Sec. 34 T9S R21E

Anadarko will use either a closed loop drilling system that will require one pit and one cuttings storage area to beconstructed on the drilling pad or a traditional drilling operation with one pit used for drilling and completion operations.The cuttings storage area will be used to contain only the de-watered drill cuttings and will be lined and bermed to preventany liquid runoff. The drill cuttings will be buried in the completion pit once completion operations are completedaccording to traditional pit closure standards. The pit will be constructed to allow for completion operations. Thecompletion operations pit will be lined with a synthetic material 20 mil or thicker and will be used for the completing of thewells on the pad. Using the closed loop drilling system will allow Anadarko to decrease the amount of disturbance/footprinton location compared to a single large drilling/completions pit.

RECEIVED: March 19,













Anadarko will use either a closed loop drilling system that will require one pit and one cuttings storage area to beconstructed on the drilling pad or a traditional drilling operation with one pit used for drilling and completion operations.

The cuttings storage area will be used to contain only the de-watered drill cuttings and will be lined and bermed to preventany liquid runoff. The drill cuttings will be buried in the completion pit once completion operations are completed

according to traditional pit closure standards. The pit will be constructed to allow for completion operations. Thecompletion operations pit will be lined with a synthetic material 20 mil or thicker and will be used for the completing of thewells on the pad. Using the closed loop drilling system will allow Anadarko to decrease the amount of disturbance/footprinton location compared to a single large drilling/completions pit.

RECEIVED: March 19,
















RECEIVED: March 19,
















RECEIVED: March 19,



If Anadarko does not use a closed loop drilling system, it will construct a traditional drilling/completions pit to contain drill cuttings and for use in completion operations. The pit will be lined with a synthetic material 20 mil or thicker. The drill cuttings will be buried in the pit using traditional pit closure standards.

Unless otherwise approved, no oil or other oil based drill additives, chromium/metals-based, or saline muds will be used during drilling. Only fresh water, biodegradable polymer soap, bentonite clay, and /or non-toxic additives will be used in the system.

Pits will be constructed to minimize the accumulation of surface runoff. Should fluid hydrocarbons be encountered during drilling, completions, or well testing, product will either be contained in test tanks on the well site or evacuated by vacuum trucks and transported to an approved disposal/sales facility. Should petroleum hydrocarbons unexpectedly be release into the pit, they will be removed as soon as practical but in no case will they remain longer than 72 hours unless an alternative is approved by SITLA. Should timely removal prove infeasible, the pit will be netted with mesh no larger than 1 inch until such time as the hydrocarbons can be removed. Hydrocarbon removal will also take place prior to the closure of the pit, unless authorization is provided for disposal via alternative pit closure methods. (e.g. solidification)

Any additional pits necessary for subsequent operations, such as temporary flare pits, or workover pits, will contained within the originally approved well pad and disturbance boundaries. Such temporary pits will be backfilled and reclaimed within 180 days of completion of the work.

For the protection of livestock and wildlife, all open pits and cellars will be fenced/covered to prevent wildlife or livestock entry. Total height of pit fencing will be at least 42 inches and corner posts will be cemented and/or braced in such a manner as to keep the fence tight at all times. Standard steel, wood, or pipe posts shall be used between the corner braces. Maximum distance between any 2 fence posts shall be no greater than 16 feet.

Pits containing drilling cuttings, mud, and/or completions fluids will be allowed to dry. Any free fluids remaining after after six (6) months from reaching total depth, date of completion, and/or determination of inactivity will be removed (as weather conditions allow) to an approved site and the pit reclaimed. Additional drying methods may include fly-ash solidification or sprinkler evaporation. Installation and operation of any sprinklers, pumps, and equipment will ensure that water spray or mist does not drift. Reserve pit liners will be cut off or folded as near to the mud surface as possible and as safety considerations allow and buried on location.

No garbage or non-exempt substances as defined by Resource Conservation and Recovery Act (RCRA) subtitle C will be placed in the reserve pit. All refuse generated during construction, drilling, completion, and well testing activities will be contained in an enclosed receptacle, removed from the drill locations promptly, and transported to an approved disposal facility.

Portable, self-contained chemical toilets and/or sewage processing facilities will be provided for human waste disposal. Upon completion of operations, or as required, the toilet holding tanks will be pumped and the contents disposed of in an approved sewage disposal facility. All applicable regulations pertaining to disposal of human and solid waste will be observed.

Any undesirable event, including accidental release of fluids, or release in excess of reportable quantities, will be managed according to the notification requirements of UDOGMs “Reporting Oil and Gas Undesirable Events” rule. Where State wells are participatory to a Federal agreement, according to NTL-3A, the appropriate Federal agencies will be notified.

Materials Management

Hazardous materials above reportable quantities will not be produced by drilling or completing proposed wells or constructing the pipelines/facilities. The term “hazardous materials” as used here means: (1) any substance, pollutant, or containment listed as hazardous under the Comprehensive Environmental Response, Compensation,


CONFIDE

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If Anadarko does not use a closed loop drilling system, it will construct a traditional drilling/completions pit to contain

drill cuttings and for use in completion operations. The pit will be lined with a synthetic material 20 mil or thicker. The drillcuttings will be buried in the pit using traditional pit closure standards.

Unless otherwise approved, no oil or other oil based drill additives, chromium/metals-based, or saline muds will be used

during drilling. Only fresh water, biodegradable polymer soap, bentonite clay, and /or non-toxic additives will be used in thesystem.

Pits will be constructed to minimize the accumulation of surface runoff. Should fluid hydrocarbons be encountered duringdrilling, completions, or well testing, product will either be contained in test tanks on the well site or evacuated by vacuumtrucks and transported to an approved disposal/sales facility. Should petroleum hydrocarbons unexpectedly be release intothe pit, they will be removed as soon as practical but in no case will they remain longer than 72 hours unless an alternative

is approved by SITLA. Should timely removal prove infeasible, the pit will be netted with mesh no larger than 1 inch untilsuch time as the hydrocarbons can be removed. Hydrocarbon removal will also take place prior to the closure of the pit,unless authorization is provided for disposal via alternative pit closure methods. (e.g. solidiñcation)

Any additional pits necessary for subsequent operations, such as temporary narepits, or workover pits, will contained

within the originally approved well pad and disturbance boundaries. Such temporary pits will be backñlled and reclaimed

within 180 days of completion of the work.

For the protection of livestock and wildlife, all open pits and cellars will be fenced/covered to prevent wildlife orlivestock entry. Total height of pit fencing will be at least 42 inches and corner posts will be cemented and/or

braced in such a manner as to keep the fence tight at all times. Standard steel, wood, or pipe posts shall be usedbetween the corner braces. Maximum distance between any 2 fence posts shall be no greater than 16 feet.

Pits containing drilling cuttings, mud, and/or completions nuidswill be allowed to dry. Any free nuidsremaining

after after six (6) months from reaching total depth, date of completion, and/or determination of inactivity will beremoved (as weather conditions allow) to an approved site and the pit reclaimed. Additional drying methods may

include ny-ashsolidiñcation or sprinkler evaporation. Installation and operation of any sprinklers, pumps, andequipment will ensure that water spray or mist does not drift. Reserve pit liners will be cut off or folded as near

to the mud surface as possible and as safety considerations allow and buried on location.

No garbage or non-exempt substances as deñned by Resource Conservation and Recovery Act (RCRA) subtitleC will be placed in the reserve pit. All refuse generated during construction, drilling, completion, and well testingactivities will be contained in an enclosed receptacle, removed from the drill locations promptly, and transportedto an approved disposal facility.

Portable, self-contained chemical toilets and/or sewage processing facilities will be provided for human waste

disposal. Upon completion of operations, or as required, the toilet holding tanks will be pumped and the contentsdisposed of in an approved sewage disposal facility. All applicable regulations pertaining to disposal of human and

solid waste will be obseived.

Any undesirable event, including accidental release of fluids, or release in excess of reportable quantities, will bemanaged according to the notification requirements of UDOGMs "Reporting Oil and Gas Undesirable Events"rule. Where State wells are participatory to a Federal agreement, according to NTL-3A, the appropriate Federalagencies will be notified.


Hazardous materials above reportable quantities will not be produced by drilling or completing proposed wells orconstructing the pipelines/facilities. The term "hazardous materials" as used here means: (1) any substance,

pollutant, or containment listed as hazardous under the Comprehensive Environmental Response, Compensation,

RECEIVED: March 19,







Pits will be constructed to minimize the accumulation of surface runoff. Should fluid hydrocarbons be encountered duringdrilling, completions, or well testing, product will either be contained in test tanks on the well site or evacuated by vacuum

trucks and transported to an approved disposal/sales facility. Should petroleum hydrocarbons unexpectedly be release intothe pit, they will be removed as soon as practical but in no case will they remain longer than 72 hours unless an alternative

is approved by SITLA. Should timely removal prove infeasible, the pit will be netted with mesh no larger than 1 inch until

such time as the hydrocarbons can be removed. Hydrocarbon removal will also take place prior to the closure of the pit,unless authorization is provided for disposal via alternative pit closure methods. (e.g. solidiñcation)




For the protection of livestock and wildlife, all open pits and cellars will be fenced/covered to prevent wildlife or

livestock entry. Total height of pit fencing will be at least 42 inches and corner posts will be cemented and/or

braced in such a manner as to keep the fence tight at all times. Standard steel, wood, or pipe posts shall be used

between the corner braces. Maximum distance between any 2 fence posts shall be no greater than 16 feet.



include ny-ashsolidiñcation or sprinkler evaporation. Installation and operation of any sprinklers, pumps, and

equipment will ensure that water spray or mist does not drift. Reserve pit liners will be cut off or folded as near


No garbage or non-exempt substances as deñned by Resource Conservation and Recovery Act (RCRA) subtitle

C will be placed in the reserve pit. All refuse generated during construction, drilling, completion, and well testingactivities will be contained in an enclosed receptacle, removed from the drill locations promptly, and transportedto an approved disposal facility.


disposal. Upon completion of operations, or as required, the toilet holding tanks will be pumped and the contents

disposed of in an approved sewage disposal facility. All applicable regulations pertaining to disposal of human and




Hazardous materials above reportable quantities will not be produced by drilling or completing proposed wells or

constructing the pipelines/facilities. The term "hazardous materials" as used here means: (1) any substance,


RECEIVED: March 19,


































RECEIVED: March 19,


































RECEIVED: March 19,



and Liability Act (CERCLA) of 1980, as amended 42 U.S.C. 9601 et seq., and the regulations issued under CERCLA; and (2) any hazardous waste as defined in RCRA of 1976, as amended. In addition, no extremely hazardous substance, as defined in 40 CFR 355, in threshold planning quantities, would be used, produced, stored, transported, or disposed of while producing any well.

Chemicals subject to reporting under Title III of the Superfund Amendments and Reauthorization Act (SARA) in quantities of 10,000 pounds or more may be produced and/or stored at production facilities and may be kept in limited quantities on drilling sites and well locations for short periods of time during drilling or completion activities.

G. Ancillary Facilities:

None are anticipated.

H. Well Site Layout (see Well Pad Design Summary):

The location, orientation and aerial extent of each drill pad; reserve/completion/flare pit; access road ingress/ egress points, drilling rig, dikes/ditches, existing wells/infrastructure; proposed cuts and fills; and topsoil and spoil material stockpile locations are depicted on the exhibits for each project, where applicable. Site-specific conditions may require slight deviation in actual equipment and facility layout; however, the area of disturbance, as described in the survey, will not be exceeded.

Coordinates are provided in the National Spatial Reference System, North American Datum, 1927 (NAD27) or NAD 83 latest edition. Distances are depicted on each plat to the nearest two adjacent section lines.

I. Plans for Reclamation of the Surface:

Surface reclamation will be undertaken in two phases: interim and final. Interim reclamation is conducted following well completion and extends through the period of production. This reclamation is for the area of the well pad that is not required for production activities. Final reclamation is conducted following well plugging/conversion and/or facility abandonment processes.

Reclamation activities in both phases may include but is not limited to the re-contouring or re-configuration of topographic surfaces, restoration of drainage systems, segregation of spoils materials, minimizing surface disturbance, re-evaluating backfill requirements, pit closure, topsoil redistribution, soil treatments, seeding and weed control.

Interim Reclamation

Interim reclamation includes pit closure, re-contouring (where possible), soil bed preparation, topsoil placement, seeding, and/or weed control.

Interim re-contouring involves bringing all construction material from cuts and fills back onto the well pad and site and reestablishing the natural contours where desirable and practical. Fill and stockpiled spoils no longer necessary to the operation will be spread on the cut slopes and covered with stockpiled topsoil. All stockpiled top soils will be used for interim reclamation where practical to maintain soil viability. Where possible, the land surface will be left “rough” after re-contouring to ensure that the maximum surface area will be available to support the reestablishment of vegetative cover.

A reserve pit, upon being allowed to dry, will be backfilled and compacted with cover materials that are void of any topsoil, vegetation, large stones, rocks or foreign objects. Soils that are moisture laden, saturated, or partially/ completely frozen will not be used for backfill or cover. The pit area will be mounded to allow for settling and to promote positive surface drainage away from the pit.


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and Liability Act (CERCLA) of 1980, as amended 42 U.S.C. 9601 et seq., and the regulations issued under

CERCLA; and (2) any hazardous waste as deñned in RCRA of 1976, as amended. In addition, no extremely

hazardous substance, as deñned in 40 CFR 355, in threshold planning quantities, would be used, produced, stored,transported, or disposed of while producing any well.

Chemicals subject to reporting under Title III of the Superfund Amendments and Reauthorization Act (SARA) inquantities of 10,000 pounds or more may be produced and/or stored at production facilities and may be kept inlimited quantities on drilling sites and well locations for short periods of time during drilling or completion activities.



H. Well Site Lavout (see Well Pad Design Summary):

The location, orientation and aerial extent of each drill pad; reserve/completion/nare pit; access road ingress/egress points, drilling rig, dikes/ditches, existing wells/infrastructure; proposed cuts and ñlls; and topsoil and spoilmaterial stockpile locations are depicted on the exhibits for each project, where applicable. Site-speciñcconditions may require slight deviation in actual equipment and facility layout; however, the area of disturbance,as described in the survey, will not be exceeded.

Coordinates are provided in the National Spatial Reference System, North American Datum, 1927 (NAD27) or

NAD 83 latest edition. Distances are depicted on each plat to the nearest two adjacent section lines.


Surface reclamation will be undertaken in two phases: interim and ñnal. Interim reclamation is conducted followingwell completion and extends through the period of production. This reclamation is for the area of the well pad thatis not required for production activities. Final reclamation is conducted following well plugging/conversion and/orfacility abandonment processes.

Reclamation activities in both phases may include but is not limited to the re-contouring or re-conñguration of

topographic surfaces, restoration of drainage systems, segregation of spoils materials, minimizing surfacedisturbance, re-evaluating backñll requirements, pit closure, topsoil redistribution, soil treatments, seeding and

weed control.

Interim Reclamation

Interim reclamation includes pit closure, re-contouring (where possible), soil bed preparation, topsoil placement,seeding, and/or weed control.

Interim re-contouring involves bringing all construction material from cuts and ñlls back onto the well pad and site

and reestablishing the natural contours where desirable and practical. Fill and stockpiled spoils no longer necessaryto the operation will be spread on the cut slopes and covered with stockpiled topsoil. All stockpiled top soils will

be used for interim reclamation where practical to maintain soil viability. Where possible, the land surface will beleft "rough" after re-contouring to ensure that the maximum surface area will be available to support thereestablishment of vegetative cover.

A reserve pit, upon being allowed to dry, will be backñlled and compacted with cover materials that are void ofany topsoil, vegetation, large stones, rocks or foreign objects. Soils that are moisture laden, saturated, or partially/completely frozen will not be used for backñll or cover. The pit area will be mounded to allow for settling and topromote positive surface drainage away from the pit.

RECEIVED: March 19,





hazardous substance, as deñned in 40 CFR 355, in threshold planning quantities, would be used, produced, stored,

transported, or disposed of while producing any well.





The location, orientation and aerial extent of each drill pad; reserve/completion/nare pit; access road ingress/egress points, drilling rig, dikes/ditches, existing wells/infrastructure; proposed cuts and ñlls; and topsoil and spoil

material stockpile locations are depicted on the exhibits for each project, where applicable. Site-speciñcconditions may require slight deviation in actual equipment and facility layout; however, the area of disturbance,as described in the survey, will not be exceeded.




Surface reclamation will be undertaken in two phases: interim and ñnal. Interim reclamation is conducted followingwell completion and extends through the period of production. This reclamation is for the area of the well pad thatis not required for production activities. Final reclamation is conducted following well plugging/conversion and/or

facility abandonment processes.


topographic surfaces, restoration of drainage systems, segregation of spoils materials, minimizing surface

disturbance, re-evaluating backñll requirements, pit closure, topsoil redistribution, soil treatments, seeding and

weed control.

Interim Reclamation



and reestablishing the natural contours where desirable and practical. Fill and stockpiled spoils no longer necessary

to the operation will be spread on the cut slopes and covered with stockpiled topsoil. All stockpiled top soils will


A reserve pit, upon being allowed to dry, will be backñlled and compacted with cover materials that are void of

any topsoil, vegetation, large stones, rocks or foreign objects. Soils that are moisture laden, saturated, or partially/completely frozen will not be used for backñll or cover. The pit area will be mounded to allow for settling and topromote positive surface drainage away from the pit.

RECEIVED: March 19,





















weed control.

Interim Reclamation








RECEIVED: March 19,





















weed control.

Interim Reclamation








RECEIVED: March 19,



Final Reclamation

Final reclamation will be performed for newly drilled unproductive wells and/or at the end of the life of a productive well. As soon as practical after the conclusion of drilling and testing operations, unproductive drill holes will be plugged and abandoned (P&A). Site and road reclamation will commence following plugging. In no case will reclamation at non-producing locations be initiated later than six (6) months from the date a well is plugged. A joint inspection of the disturbed area to be reclaimed may be requested by Anadarko. The primary purpose of this inspection will be to review the existing conditions, or agree upon a revised final reclamation and abandonment plan. A Notice of Intent to Abandon will be filed for final recommendations regarding surface reclamation.

After plugging, all wellhead equipment that is no longer needed will be removed, and the well site will be reclaimed. Final contouring will blend with and follow as closely as practical the natural terrain and contours of the original site and surrounding areas. After re-contouring, final grading will be conducted over the entire surface of the well site and access road. Where practical, the area will be ripped to a depth of 18 to 24 inches on 18 to 24-inch centers and surface materials will be pitted with small depressions to form longitudinal depressions 12 to 18 inches deep perpendicular to the natural flow of water.

All unnecessary surface equipment and structures (e.g. cattle guards) and water control structures (e.g. culverts, drainage pipes) not needed to facilitate successful reclamation will be removed during final reclamation. Roads that will be reclaimed will be ripped to a depth of 18 inches where practical, re-contoured to approximate the original contour of the ground and seeded.

Upon successfully completing reclamation of a P&A location, a Final Abandonment Notice will be submitted to UDOGM.

Seeding and Measures Common to Interim and Final Reclamation

Reclaimed areas may be fenced to exclude grazing and encourage re-vegetation.

On slopes where severe erosion can become a problem and the use of machinery is not practical, seed will be hand broadcast and raked with twice the specified amount of seed. The slope will be stabilized using materials specifically designed to prevent erosion on steep slopes and hold seed in place so vegetation can become permanently established. These materials will include, but are not limited to, erosion control blankets and bonded fiber matrix at a rate to achieve a minimum of 80 percent soil coverage.

Seeding will occur year-round as conditions allow. Seed mixes appropriate to the native plant community as determined and specified for each project location based on the site specific soils will be used for re-vegetation. The site specific seed mix will be provided by SITLA.

J. Surface/Mineral Ownership: SITLA 675 East 500 South, Suite 500 Salt Lake City, UT 84102

L. Other Information: None

M. Lessee's or Operators’ Representative & Certification:

Laura Abrams Tommy Thompson Regulatory Analyst II General Manager, Drilling Anadarko E&P Onshore LLC Anadarko E&P Onshore LLC PO Box 173779 PO Box 173779 Denver, CO 80217-3779 Denver, CO 80217-3779 (720) 929-6356 (720) 929-6724


CONFIDE

NTIAL



Final Reclamation

Final reclamation will be performed for newly drilled unproductive wells and/or at the end of the life of a

productive well. As soon as practical after the conclusion of drilling and testing operations, unproductive drillholes will be plugged and abandoned (P&A). Site and road reclamation will commence following plugging. In nocase will reclamation at non-producing locations be initiated later than six (6) months from the date a well isplugged. A joint inspection of the disturbed area to be reclaimed may be requested by Anadarko. The primarypurpose of this inspection will be to review the existing conditions, or agree upon a revised ñnal reclamation and

abandonment plan. A Notice of Intent to Abandon will be ñled for ñnal recommendations regarding surfacereclamation.

After plugging, all wellhead equipment that is no longer needed will be removed, and the well site will be reclaimed.

Final contouring will blend with and follow as closely as practical the natural terrain and contours of the originalsite and surrounding areas. After re-contouring, ñnal grading will be conducted over the entire surface of thewell site and access road. Where practical, the area will be ripped to a depth of 18 to 24 inches on 18 to 24-inchcenters and surface materials will be pitted with small depressions to form longitudinal depressions 12 to 18inches deep perpendicular to the natural nowof water.

All unnecessary surface equipment and structures (e.g. cattle guards) and water control structures (e.g. culverts,drainage pipes) not needed to facilitate successful reclamation will be removed during ñnal reclamation. Roadsthat will be reclaimed will be ripped to a depth of 18 inches where practical, re-contoured to approximate theoriginal contour of the ground and seeded.

Upon successfully completing reclamation of a P&A location, a Final Abandonment Notice will be submitted toUDOGM.



On slopes where severe erosion can become a problem and the use of machinery is not practical, seed will behand broadcast and raked with twice the speciñed amount of seed. The slope will be stabilized using materials

speciñcally designed to prevent erosion on steep slopes and hold seed in place so vegetation can becomepermanently established. These materials will include, but are not limited to, erosion control blankets and bondedñber matrix at a rate to achieve a minimum of 80 percent soil coverage.

Seeding will occur year-round as conditions allow. Seed mixes appropriate to the native plant community asdetermined and speciñed for each project location based on the site speciñc soils will be used for re-vegetation.

The site speciñc seed mix will be provided by SITLA.

J. Surface/Mineral Ownership:SITLA675 East 500 South, Suite 500Salt Lake City, UT 84102

L. Other Information:None

M. Lessee's or Operators' Representative & Certification:

Laura Abrams Tommy ThompsonRegulatory Analyst II General Manager, DrillingAnadarko E&P Onshore LLC Anadarko E&P Onshore LLCPO Box 173779 PO Box 173779Denver, CO 80217-3779 Denver, CO 80217-3779(720) 929-6356 (720) 929-6724

RECEIVED: March 19,



Final Reclamation


productive well. As soon as practical after the conclusion of drilling and testing operations, unproductive drillholes will be plugged and abandoned (P&A). Site and road reclamation will commence following plugging. In no

case will reclamation at non-producing locations be initiated later than six (6) months from the date a well isplugged. A joint inspection of the disturbed area to be reclaimed may be requested by Anadarko. The primarypurpose of this inspection will be to review the existing conditions, or agree upon a revised ñnal reclamation and

abandonment plan. A Notice of Intent to Abandon will be ñled for ñnal recommendations regarding surface

reclamation.


Final contouring will blend with and follow as closely as practical the natural terrain and contours of the original

site and surrounding areas. After re-contouring, ñnal grading will be conducted over the entire surface of thewell site and access road. Where practical, the area will be ripped to a depth of 18 to 24 inches on 18 to 24-inch

centers and surface materials will be pitted with small depressions to form longitudinal depressions 12 to 18inches deep perpendicular to the natural nowof water.

All unnecessary surface equipment and structures (e.g. cattle guards) and water control structures (e.g. culverts,

drainage pipes) not needed to facilitate successful reclamation will be removed during ñnal reclamation. Roadsthat will be reclaimed will be ripped to a depth of 18 inches where practical, re-contoured to approximate theoriginal contour of the ground and seeded.






Seeding will occur year-round as conditions allow. Seed mixes appropriate to the native plant community as

determined and speciñed for each project location based on the site speciñc soils will be used for re-vegetation.






RECEIVED: March 19,



Final Reclamation





reclamation.



















RECEIVED: March 19,



Final Reclamation





reclamation.



















RECEIVED: March 19,



CONFIDE

NTIAL


WillowRidge 1622-29D29M-MH1,WillowRidge 1622-29D-2 Surface Use Plan of Operations7 of 7

Certification: All lease and/or unit operations will be conducted in such a manner that full compliance is madewith all applicable laws, regulations, Onshore Oil and Gas Orders, the approved Plan of Operations, and anyapplicable Notice to Lessees.

The Operator will be fully responsible for the actions of its subcontractors. A complete copy of the approved"Application for Permit to Drill" will be furnished to the field representative(s) to ensure compliance and shall beon location during all construction and drilling operations.

Anadarko E&P Onshore LLC is considered to be the operator of the subject well. Anadarko E&P Onshore, LLCagrees to be responsible under terms and conditions of the lease for the operations conducted upon leased lands.

Bond coverage for State lease activities is provided by State Surety Bond 22013542, and for applicable Federallease activities and pursuant to 43 CFR 3104, by Bureau of Land Management Nationwide Bond WYB000291.

I hereby certify that I, or persons under my supervision, have inspected the proposed drill site and access route,that I am familiar with the conditions that currently exist; that I have full knowledge of the State and Federallaws applicable to this operation; that the statements made in this plan are, to the best of my knowledge, true andcorrect; and the work associated with the operations proposed herein will be performed in conformity with thisAPD package and the terms and conditions under which it is approved. I also certify that I, or the company Irepresent, am responsible for operations conducted under this application. These statements are subject to theprovisions of 18 U.S.C. 1001 for the filing of false statements.

(\ KL March 13, 2014aura Abr



























CONFIDE

NTIAL


ANADARKO E&P ONSHORE LLC 1099 18'" STREET, SUITE 1800 • DENVER, COLORAD(

P.O. Box 173779 • DENVER, COLORADO 802

E&P Onshore LLC

March 11, 2014

Ms. Diana MasonDivisionof Oil, Gasand MiningP.O.Box 145801SaltLake City,UT 84114-6100

Re: Exception Location R649-3-2Willow Ridge 1622-29D29M-MH1Township 16 South, Range 22 EastSection 29: NWNW660' FNL & 200' FWL (surface location)Grand County, Utah

Dear Ms. Mason:

Anadarko E&P Onshore LLC (Anadarko) has submitted an Application for Permit to drill thecaptioned well. For topographic reasons, the well location was moved to a place defmed as anexception locationunder State Rule 649-3-2. Pursuant to Rule 649-3-3this confmns that Anadarkoand other owners consent to the exception location and accordingly request your approval of thepermit.

If you have any questions,call me at 720-929-6271.Thank you for your assistance.

ProjectLand Advisor

Agreed and consent to the Willow Ridge 1622-29D29M-MHl exception location thist >4 ' day of March, 2014 by Wind River II Corporation.

By.Thomas W.




E&P Onshore LLC

March 11, 2014



Dear Ms. Mason:



ProjectLand Advisor


By.Thomas W.




E&P Onshore LLC

March 11, 2014



Dear Ms. Mason:



ProjectLand Advisor


By.Thomas W.




E&P Onshore LLC

March 11, 2014



Dear Ms. Mason:



ProjectLand Advisor


By.Thomas W.



CONFIDE

NTIAL


ANADARKo E&P ONSHORE LLC 1201 LAKE ROBBINS DRIVE · THE WOODLANDS, TEXAS 77380

P.O. Box 1330 • HOUSTON, TEXAS 77251-1330

E&P Onshore LLC

May 8, 2014

Mr. Brad HillDivision of Oil, Gas and MiningP.O. Box 145801Salt Lake City, UT 84114-6100

Re: Exception Location Lease OwnershipWillow Ridge 1622-29D29M-MH1Township 16 South, Range 22 EastSection 29: NWNW660' FNL & 200' FWL (surface location)Grand County, Utah

Dear Mr. Hill:

Please be advised that the above captioned well is located on SITLA Lease No. ML-47569; whichcovers sections 29, 30 and 32 of Township 16 South, Range 22 East, Grand County, Utah. The twoowners for the subject lease are Anadarko E&P Onshore LLC and Wind River II Corporation. Thereare no additional owners.

Should you have any additional questions, please don't hesitate to contact me at (720) 929-6356.

Sincerely,

Lau brarnRegulatory 1alyst II

A SUBSIDIARY OF ANADARKO PETROLEUM




E&P Onshore LLC

May 8, 2014



Dear Mr. Hill:



Sincerely,






E&P Onshore LLC

May 8, 2014



Dear Mr. Hill:



Sincerely,






E&P Onshore LLC

May 8, 2014



Dear Mr. Hill:



Sincerely,





CONFIDE

NTIAL


Anadarko Petroleum Corp.Grand County, UT (NAD 83)Sec. 29-T16S-R22EWillow Ridge 1622-29D29M-MH1

Plan B

Plan: Rev BO Permit

Sperry Drilling ServicesProposal Report12 March, 2014

Well Coordinates: 6,953,511.17 N, 2,198,891.52 E (39° 23' 31.90" N, 109° 31' 25.37" W)

Ground Level: 7,584.00 usft

Local Coordinate Origin: Centered on Well Willow Ridge 1622-29D29M-MH1

Viewing Datum: RKB = 26' @7610.00usft (Drilling Rig)

TVDs to System: NNorth Reference: TrueUnit System: Dec-Deg - API - US Survey Feet - Custom

Version: 5000.1 Build: 70

HALLIBURTON

RECEIVED: March 19,



Plan B

Plan: Rev BO Permit








HALLIBURTON

RECEIVED: March 19,



Plan B

Plan: Rev BO Permit








HALLIBURTON

RECEIVED: March 19,



Plan B

Plan: Rev BO Permit








HALLIBURTON

RECEIVED: March 19,


-500 0 500 1000 1500 2000

West(-)/East(+) (1000 usft/in)

-4500

-4000

-3500

-3000

-2500

-2000

-1500

-1000

-500

0

500

South(-)/N

orth(+) (1000 usft/in)

7 5/8"


660' FNL200' FWL

SECTION DETAILS

Sec MD Inc Azi TVD +N/-S +E/-W Dleg TFace VSect Target1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002 7574.80 0.00 0.00 7574.80 0.00 0.00 0.00 0.00 0.003 8699.80 90.00 179.97 8291.00 -716.20 0.41 8.00 179.97 716.204 11944.51 90.00 179.97 8291.00 -3960.91 2.26 0.00 0.00 3960.91 Willow Ridge 1622-29D29M-MH1_BHL

Anadarko Petroleum Corp.Project: Grand County, UT (NAD 83)

Site: Sec. 29-T16S-R22EWell: Willow Ridge 1622-29D29M-MH1

Wellbore: Plan BDesign: Rev B0 Permit

Plan: Rev B0 Permit (Willow Ridge 1622-29D29M-MH1/Plan B)

Created By: Clint Eshelman Date: 3/12/2014Reviewed: ____________________Date: __________

WELL DETAILS: Willow Ridge 1622-29D29M-MH1

Ground Level: 7584.00

RKB = 26' @ 7610.00usft (Drilling Rig)

1376' FNL200' FWL

WELLBORE TARGET DETAILS (LAT/LONG)

Name TVD +N/-S +E/-W Latitude Longitude ShapeWillow Ridge 1622-29D29M-MH1_SEC 0.00 0.00 0.00 39.392195 -109.523713 PolygonWillow Ridge 1622-29D29M-MH1_SHL 0.00 0.00 0.00 39.392195 -109.523713 PointWillow Ridge 1622-29D29M-MH1_BHL 8291.00 -3960.91 2.26 39.381320 -109.523705 Point

4800

6000

7200

8400

True

Ver

tical

Dep

th (1

200

usft/

in)

-1200 0 1200 2400 3600 4800

Vertical Section at 179.97° (1200 usft/in)

7 5/8"


KOP @ 7574.80ft

DLS = 8°/100'

End Build @ 8699.80ft

TD Well @ 11944.51ft

Top Castlegate

Top Mancos B

Base PCM

Top Nio Equivalent

Top MN34

Target Heel Location

Target Toe Location

660' FSL200' FWL


CONFIDE

NTIAL

API Well Number: 43019500390000Project: Grand County, UT (NAD 83)

I I29 d16e R62222

29D29M-MH1 Anadarko Petroleum Corp. HALLIBUFITON

Wellbore: Plan B vs., ..li

Design: Rev BO Permit

West(-)/East(+) (1000 usftlin)SECTION DETAILS -500 0 500 1000 1500 2000

ii i iiii iiii iiii iiii iiiSec MD Inc Azi TVD +N/-S +El-W Dleg TFace VSect Target

1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002 7574.80 0.00 0.00 7574.80 0.00 0.00 0.00 0.00 0.00 660' FNL

-500

3 8699.80 90.00 179.97 8291.00 -716.20 0.41 8.00 179.97 716.20 200' FWL4 11944.51 90.00 179.97 8291.00 -3960.91 2.26 0.00 0.00 3960.91 WillowRidge1622-29D29M-MH1_BHL

WELLBORE TARGET DETAILS (LATILONG)

Name TVD +N/-S +El-W Latitude Longitude ShapeWillow Ridge 1622-29D29M-MH1_SEC 0.00 0.00 0.00 39.392195 -109.523713 PolygonWillow Ridge 1622-29D29M-MH1_SHL 0.00 0.00 0.00 39.392195 -109.523713 PointWillow Ridge 1622-29D29M-MH1_BHL 8291.00 -3960.91 2.26 39.381320 -109.523705 Point 7 5/8.. --500

1376' FNL200' FWL

--1000

O

z¯ O

--2000Ã+¯ Top Castlegate

6000 --2500

C

¯ Top Mancos B ¯KOP ( 7574.80ft

Base PCM-3000

L¯

- DLS =8°/100'


2 _ Top Nio Equivalent

TD Well ( 11944.51ft --4000

Top MN34

660' FSL

0400200' FWL

--4500

Target Heel Location 7 5/8"

Target Toe Locationi nd Build @ 8699.80ft Willow Ridge 1622-29D29W-MH1 WELL DETAILS: Willow Ridge 1622-29D2BM-MH1


-1200 0 1200 2400 3600 4800 RKB = 26' @7610.00usit (Drilling Rig)

Vertical Section at 179.97° (1200 usftlin)

Plan: Rev BO Permit (Willow Ridge 1622-29D29M-MH1/Plan B)

Created By: Clint Eshelman Date: 3/12/2014Reviewed: Date:

RECEIVED: March 19,


I I29 d16e R62222






1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002 7574.80 0.00 0.00 7574.80 0.00 0.00 0.00 0.00 0.00 660' FNL

-500




1376' FNL200' FWL

--1000

O

z¯ O


6000 --2500

C


Base PCM-3000

L¯

- DLS =8°/100'



TD Well ( 11944.51ft --4000

Top MN34

660' FSL

0400200' FWL

--4500








RECEIVED: March 19,


I I29 d16e R62222






1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002 7574.80 0.00 0.00 7574.80 0.00 0.00 0.00 0.00 0.00 660' FNL

-500




1376' FNL200' FWL

--1000

O

z¯ O


6000 --2500

C


Base PCM-3000

L¯

- DLS =8°/100'



TD Well ( 11944.51ft --4000

Top MN34

660' FSL

0400200' FWL

--4500








RECEIVED: March 19,


I I29 d16e R62222






1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002 7574.80 0.00 0.00 7574.80 0.00 0.00 0.00 0.00 0.00 660' FNL

-500




1376' FNL200' FWL

--1000

O

z¯ O


6000 --2500

C


Base PCM-3000

L¯

- DLS =8°/100'



TD Well ( 11944.51ft --4000

Top MN34

660' FSL

0400200' FWL

--4500








RECEIVED: March 19,



CONFIDE

NTIAL

API Well Number: 43019500390000Anadarko Petroleum Corp.

.. A |_ I g ijg TO N Grand County, UT (NAD 83)

Plan Report for Willow Ridge 1622-29D29M-MH1 - Rev BO Permit

Measured Vertical Vertical Dogleg Build Turn ToolfaceDepth Inclination Azimuth Depth +NI-S +El-W Section Rate Rate Rate Azimuth(usft) {) (°) (usft) (ustt) (usft) (usft) (°l100usft) (°l100usft) (°l100usft) (°)

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Tie-On to Surface @ 0.00ft - Willow Ridge 1622-29D29M-MH1_SEC - Willow Ridge 1622-29D29M-MH1_SHL

100.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00200.00 0.00 0.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00300.00 0.00 0.00 300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00400.00 0.00 0.00 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

500.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00600.00 0.00 0.00 600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00700.00 0.00 0.00 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00800.00 0.00 0.00 800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00900.00 0.00 0.00 900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,000.00 0.00 0.00 1,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,100.00 0.00 0.00 1,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,200.00 0.00 0.00 1,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,300.00 0.00 0.00 1,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,400.00 0.00 0.00 1,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,500.00 0.00 0.00 1,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,600.00 0.00 0.00 1,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,700.00 0.00 0.00 1,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,800.00 0.00 0.00 1,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,900.00 0.00 0.00 1,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,000.00 0.00 0.00 2,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0010 3/4"

2,027.00 0.00 0.00 2,027.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Top Wasach

2,100.00 0.00 0.00 2,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,200.00 0.00 0.00 2,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,300.00 0.00 0.00 2,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,400.00 0.00 0.00 2,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,500.00 0.00 0.00 2,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,600.00 0.00 0.00 2,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,700.00 0.00 0.00 2,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,800.00 0.00 0.00 2,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,900.00 0.00 0.00 2,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,000.00 0.00 0.00 3,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,100.00 0.00 0.00 3,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,200.00 0.00 0.00 3,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,297.00 0.00 0.00 3,297.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mesaverde

3,300.00 0.00 0.00 3,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,400.00 0.00 0.00 3,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,500.00 0.00 0.00 3,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,600.00 0.00 0.00 3,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,700.00 0.00 0.00 3,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3,800.00 0.00 0.00 3,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,900.00 0.00 0.00 3,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,000.00 0.00 0.00 4,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,100.00 0.00 0.00 4,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,200.00 0.00 0.00 4,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,300.00 0.00 0.00 4,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,400.00 0.00 0.00 4,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,500.00 0.00 0.00 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,600.00 0.00 0.00 4,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,700.00 0.00 0.00 4,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,800.00 0.00 0.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,900.00 0.00 0.00 4,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,000.00 0.00 0.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,100.00 0.00 0.00 5,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

12 March, 2014 - 7:58 Page 2 of 6 COMPASS

RECEIVED: March 19,






100.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00200.00 0.00 0.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00300.00 0.00 0.00 300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00400.00 0.00 0.00 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

500.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00600.00 0.00 0.00 600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00700.00 0.00 0.00 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00800.00 0.00 0.00 800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00900.00 0.00 0.00 900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,000.00 0.00 0.00 1,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,100.00 0.00 0.00 1,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,200.00 0.00 0.00 1,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,300.00 0.00 0.00 1,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,400.00 0.00 0.00 1,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,500.00 0.00 0.00 1,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,600.00 0.00 0.00 1,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,700.00 0.00 0.00 1,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,800.00 0.00 0.00 1,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,900.00 0.00 0.00 1,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,000.00 0.00 0.00 2,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0010 3/4"

2,027.00 0.00 0.00 2,027.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Top Wasach

2,100.00 0.00 0.00 2,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,200.00 0.00 0.00 2,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,300.00 0.00 0.00 2,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,400.00 0.00 0.00 2,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,500.00 0.00 0.00 2,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,600.00 0.00 0.00 2,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,700.00 0.00 0.00 2,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,800.00 0.00 0.00 2,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,900.00 0.00 0.00 2,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,000.00 0.00 0.00 3,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,100.00 0.00 0.00 3,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,200.00 0.00 0.00 3,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,297.00 0.00 0.00 3,297.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mesaverde

3,300.00 0.00 0.00 3,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,400.00 0.00 0.00 3,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,500.00 0.00 0.00 3,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,600.00 0.00 0.00 3,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,700.00 0.00 0.00 3,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3,800.00 0.00 0.00 3,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,900.00 0.00 0.00 3,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,000.00 0.00 0.00 4,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,100.00 0.00 0.00 4,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,200.00 0.00 0.00 4,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,300.00 0.00 0.00 4,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,400.00 0.00 0.00 4,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,500.00 0.00 0.00 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,600.00 0.00 0.00 4,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,700.00 0.00 0.00 4,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,800.00 0.00 0.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,900.00 0.00 0.00 4,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,000.00 0.00 0.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,100.00 0.00 0.00 5,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


RECEIVED: March 19,






100.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00200.00 0.00 0.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00300.00 0.00 0.00 300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00400.00 0.00 0.00 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

500.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00600.00 0.00 0.00 600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00700.00 0.00 0.00 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00800.00 0.00 0.00 800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00900.00 0.00 0.00 900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,000.00 0.00 0.00 1,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,100.00 0.00 0.00 1,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,200.00 0.00 0.00 1,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,300.00 0.00 0.00 1,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,400.00 0.00 0.00 1,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,500.00 0.00 0.00 1,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,600.00 0.00 0.00 1,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,700.00 0.00 0.00 1,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,800.00 0.00 0.00 1,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,900.00 0.00 0.00 1,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,000.00 0.00 0.00 2,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0010 3/4"

2,027.00 0.00 0.00 2,027.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Top Wasach

2,100.00 0.00 0.00 2,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,200.00 0.00 0.00 2,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,300.00 0.00 0.00 2,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,400.00 0.00 0.00 2,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,500.00 0.00 0.00 2,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,600.00 0.00 0.00 2,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,700.00 0.00 0.00 2,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,800.00 0.00 0.00 2,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,900.00 0.00 0.00 2,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,000.00 0.00 0.00 3,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,100.00 0.00 0.00 3,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,200.00 0.00 0.00 3,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,297.00 0.00 0.00 3,297.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mesaverde

3,300.00 0.00 0.00 3,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,400.00 0.00 0.00 3,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,500.00 0.00 0.00 3,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,600.00 0.00 0.00 3,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,700.00 0.00 0.00 3,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3,800.00 0.00 0.00 3,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,900.00 0.00 0.00 3,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,000.00 0.00 0.00 4,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,100.00 0.00 0.00 4,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,200.00 0.00 0.00 4,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,300.00 0.00 0.00 4,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,400.00 0.00 0.00 4,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,500.00 0.00 0.00 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,600.00 0.00 0.00 4,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,700.00 0.00 0.00 4,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,800.00 0.00 0.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,900.00 0.00 0.00 4,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,000.00 0.00 0.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,100.00 0.00 0.00 5,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


RECEIVED: March 19,






100.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00200.00 0.00 0.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00300.00 0.00 0.00 300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00400.00 0.00 0.00 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

500.00 0.00 0.00 500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00600.00 0.00 0.00 600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00700.00 0.00 0.00 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00800.00 0.00 0.00 800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00900.00 0.00 0.00 900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,000.00 0.00 0.00 1,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,100.00 0.00 0.00 1,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,200.00 0.00 0.00 1,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,300.00 0.00 0.00 1,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,400.00 0.00 0.00 1,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,500.00 0.00 0.00 1,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,600.00 0.00 0.00 1,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,700.00 0.00 0.00 1,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,800.00 0.00 0.00 1,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001,900.00 0.00 0.00 1,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,000.00 0.00 0.00 2,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0010 3/4"

2,027.00 0.00 0.00 2,027.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Top Wasach

2,100.00 0.00 0.00 2,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,200.00 0.00 0.00 2,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,300.00 0.00 0.00 2,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,400.00 0.00 0.00 2,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,500.00 0.00 0.00 2,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,600.00 0.00 0.00 2,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,700.00 0.00 0.00 2,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.002,800.00 0.00 0.00 2,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,900.00 0.00 0.00 2,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,000.00 0.00 0.00 3,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,100.00 0.00 0.00 3,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,200.00 0.00 0.00 3,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,297.00 0.00 0.00 3,297.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mesaverde

3,300.00 0.00 0.00 3,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,400.00 0.00 0.00 3,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,500.00 0.00 0.00 3,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,600.00 0.00 0.00 3,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,700.00 0.00 0.00 3,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3,800.00 0.00 0.00 3,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003,900.00 0.00 0.00 3,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,000.00 0.00 0.00 4,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,100.00 0.00 0.00 4,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,200.00 0.00 0.00 4,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,300.00 0.00 0.00 4,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,400.00 0.00 0.00 4,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,500.00 0.00 0.00 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,600.00 0.00 0.00 4,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,700.00 0.00 0.00 4,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,800.00 0.00 0.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.004,900.00 0.00 0.00 4,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,000.00 0.00 0.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,100.00 0.00 0.00 5,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


RECEIVED: March 19,



CONFIDE

NTIAL




Measured Vedical Vedical Dogleg Build Turn ToolfaceDepth Inclination Azimuth Depth +NI-S +El-W Section Rate Rate Rate Azimuth(usft) {) (°) (usft) (usft) (usft) (usft) {°l100usft) (°l100usft) (°l100usft) (°)

5,200.00 0.00 0.00 5,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,300.00 0.00 0.00 5,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,362.00 0.00 0.00 5,362.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Castlegate

5,400.00 0.00 0.00 5,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,500.00 0.00 0.00 5,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,600.00 0.00 0.00 5,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,700.00 0.00 0.00 5,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,800.00 0.00 0.00 5,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,900.00 0.00 0.00 5,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,000.00 0.00 0.00 6,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,076.00 0.00 0.00 6,076.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mancos B

6,100.00 0.00 0.00 6,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,200.00 0.00 0.00 6,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,300.00 0.00 0.00 6,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,400.00 0.00 0.00 6,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,500.00 0.00 0.00 6,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6,600.00 0.00 0.00 6,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,700.00 0.00 0.00 6,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,800.00 0.00 0.00 6,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,876.00 0.00 0.00 6,876.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Base PCM6,900.00 0.00 0.00 6,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7,000.00 0.00 0.00 7,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,100.00 0.00 0.00 7,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,200.00 0.00 0.00 7,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,222.00 0.00 0.00 7,222.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Nio Equivalent7,300.00 0.00 0.00 7,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7,400.00 0.00 0.00 7,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,500.00 0.00 0.00 7,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,574.80 0.00 0.00 7,574.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00

KOP @ 7574.80ft

7,600.00 2.02 179.97 7,599.99 -0.44 0.00 0.44 8.00 8.00 0.00 179.977,700.00 10.02 179.97 7,699.36 -10.92 0.01 10.92 8.00 8.00 0.00 0.00

7,800.00 18.02 179.97 7,796.31 -35.12 0.02 35.12 8.00 8.00 0.00 0.007,900.00 26.02 179.97 7,888.94 -72.57 0.04 72.57 8.00 8.00 0.00 0.008,000.00 34.02 179.97 7,975.46 -122.55 0.07 122.55 8.00 8.00 0.00 0.008,100.00 42.02 179.97 8,054.18 -184.09 0.11 184.09 8.00 8.00 0.00 0.00

DLS = 8°l100'

8,200.00 50.02 179.97 8,123.57 -255.99 0.15 255.99 8.00 8.00 0.00 0.00

8,300.00 58.02 179.97 8,182.28 -336.84 0.19 336.84 8.00 8.00 0.00 0.008,400.00 66.02 179.97 8,229.16 -425.08 0.24 425.08 8.00 8.00 0.00 0.008,500.00 74.02 179.97 8,263.31 -518.98 0.30 518.98 8.00 8.00 0.00 0.008,600.00 82.02 179.97 8,284.06 -616.72 0.35 616.72 8.00 8.00 0.00 0.008,699.80 90.00 179.97 8,291.00 -716.20 0.41 716.20 8.00 8.00 0.00 0.00

End Build @ 8699.80ft - Top MN34 - Target Heel Location -7 5/8"

8,700.00 90.00 179.97 8,291.00 -716.40 0.41 716.40 0.00 0.00 0.00 0.008,800.00 90.00 179.97 8,291.00 -816.40 0.47 816.40 0.00 0.00 0.00 0.008,900.00 90.00 179.97 8,291.00 -916.40 0.52 916.40 0.00 0.00 0.00 0.009,000.00 90.00 179.97 8,291.00 -1,016.40 0.58 1,016.40 0.00 0.00 0.00 0.009,100.00 90.00 179.97 8,291.00 -1,116.40 0.64 1,116.40 0.00 0.00 0.00 0.00

9,200.00 90.00 179.97 8,291.00 -1,216.40 0.69 1,216.40 0.00 0.00 0.00 0.009,300.00 90.00 179.97 8,291.00 -1,316.40 0.75 1,316.40 0.00 0.00 0.00 0.009,400.00 90.00 179.97 8,291.00 -1,416.40 0.81 1,416.40 0.00 0.00 0.00 0.009,500.00 90.00 179.97 8,291.00 -1,516.40 0.87 1,516.40 0.00 0.00 0.00 0.009,600.00 90.00 179.97 8,291.00 -1,616.40 0.92 1,616.40 0.00 0.00 0.00 0.00


RECEIVED: March 19,





5,200.00 0.00 0.00 5,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,300.00 0.00 0.00 5,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,362.00 0.00 0.00 5,362.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Castlegate

5,400.00 0.00 0.00 5,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,500.00 0.00 0.00 5,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,600.00 0.00 0.00 5,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,700.00 0.00 0.00 5,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,800.00 0.00 0.00 5,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,900.00 0.00 0.00 5,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,000.00 0.00 0.00 6,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,076.00 0.00 0.00 6,076.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mancos B

6,100.00 0.00 0.00 6,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,200.00 0.00 0.00 6,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,300.00 0.00 0.00 6,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,400.00 0.00 0.00 6,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,500.00 0.00 0.00 6,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6,600.00 0.00 0.00 6,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,700.00 0.00 0.00 6,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,800.00 0.00 0.00 6,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,876.00 0.00 0.00 6,876.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Base PCM6,900.00 0.00 0.00 6,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7,000.00 0.00 0.00 7,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,100.00 0.00 0.00 7,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,200.00 0.00 0.00 7,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,222.00 0.00 0.00 7,222.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


7,400.00 0.00 0.00 7,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,500.00 0.00 0.00 7,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,574.80 0.00 0.00 7,574.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00

KOP @ 7574.80ft

7,600.00 2.02 179.97 7,599.99 -0.44 0.00 0.44 8.00 8.00 0.00 179.977,700.00 10.02 179.97 7,699.36 -10.92 0.01 10.92 8.00 8.00 0.00 0.00

7,800.00 18.02 179.97 7,796.31 -35.12 0.02 35.12 8.00 8.00 0.00 0.007,900.00 26.02 179.97 7,888.94 -72.57 0.04 72.57 8.00 8.00 0.00 0.008,000.00 34.02 179.97 7,975.46 -122.55 0.07 122.55 8.00 8.00 0.00 0.008,100.00 42.02 179.97 8,054.18 -184.09 0.11 184.09 8.00 8.00 0.00 0.00

DLS = 8°l100'

8,200.00 50.02 179.97 8,123.57 -255.99 0.15 255.99 8.00 8.00 0.00 0.00

8,300.00 58.02 179.97 8,182.28 -336.84 0.19 336.84 8.00 8.00 0.00 0.008,400.00 66.02 179.97 8,229.16 -425.08 0.24 425.08 8.00 8.00 0.00 0.008,500.00 74.02 179.97 8,263.31 -518.98 0.30 518.98 8.00 8.00 0.00 0.008,600.00 82.02 179.97 8,284.06 -616.72 0.35 616.72 8.00 8.00 0.00 0.008,699.80 90.00 179.97 8,291.00 -716.20 0.41 716.20 8.00 8.00 0.00 0.00


8,700.00 90.00 179.97 8,291.00 -716.40 0.41 716.40 0.00 0.00 0.00 0.008,800.00 90.00 179.97 8,291.00 -816.40 0.47 816.40 0.00 0.00 0.00 0.008,900.00 90.00 179.97 8,291.00 -916.40 0.52 916.40 0.00 0.00 0.00 0.009,000.00 90.00 179.97 8,291.00 -1,016.40 0.58 1,016.40 0.00 0.00 0.00 0.009,100.00 90.00 179.97 8,291.00 -1,116.40 0.64 1,116.40 0.00 0.00 0.00 0.00

9,200.00 90.00 179.97 8,291.00 -1,216.40 0.69 1,216.40 0.00 0.00 0.00 0.009,300.00 90.00 179.97 8,291.00 -1,316.40 0.75 1,316.40 0.00 0.00 0.00 0.009,400.00 90.00 179.97 8,291.00 -1,416.40 0.81 1,416.40 0.00 0.00 0.00 0.009,500.00 90.00 179.97 8,291.00 -1,516.40 0.87 1,516.40 0.00 0.00 0.00 0.009,600.00 90.00 179.97 8,291.00 -1,616.40 0.92 1,616.40 0.00 0.00 0.00 0.00


RECEIVED: March 19,





5,200.00 0.00 0.00 5,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,300.00 0.00 0.00 5,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,362.00 0.00 0.00 5,362.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Castlegate

5,400.00 0.00 0.00 5,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,500.00 0.00 0.00 5,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,600.00 0.00 0.00 5,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,700.00 0.00 0.00 5,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,800.00 0.00 0.00 5,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,900.00 0.00 0.00 5,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,000.00 0.00 0.00 6,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,076.00 0.00 0.00 6,076.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mancos B

6,100.00 0.00 0.00 6,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,200.00 0.00 0.00 6,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,300.00 0.00 0.00 6,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,400.00 0.00 0.00 6,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,500.00 0.00 0.00 6,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6,600.00 0.00 0.00 6,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,700.00 0.00 0.00 6,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,800.00 0.00 0.00 6,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,876.00 0.00 0.00 6,876.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Base PCM6,900.00 0.00 0.00 6,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7,000.00 0.00 0.00 7,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,100.00 0.00 0.00 7,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,200.00 0.00 0.00 7,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,222.00 0.00 0.00 7,222.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


7,400.00 0.00 0.00 7,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,500.00 0.00 0.00 7,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,574.80 0.00 0.00 7,574.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00

KOP @ 7574.80ft

7,600.00 2.02 179.97 7,599.99 -0.44 0.00 0.44 8.00 8.00 0.00 179.977,700.00 10.02 179.97 7,699.36 -10.92 0.01 10.92 8.00 8.00 0.00 0.00

7,800.00 18.02 179.97 7,796.31 -35.12 0.02 35.12 8.00 8.00 0.00 0.007,900.00 26.02 179.97 7,888.94 -72.57 0.04 72.57 8.00 8.00 0.00 0.008,000.00 34.02 179.97 7,975.46 -122.55 0.07 122.55 8.00 8.00 0.00 0.008,100.00 42.02 179.97 8,054.18 -184.09 0.11 184.09 8.00 8.00 0.00 0.00

DLS = 8°l100'

8,200.00 50.02 179.97 8,123.57 -255.99 0.15 255.99 8.00 8.00 0.00 0.00

8,300.00 58.02 179.97 8,182.28 -336.84 0.19 336.84 8.00 8.00 0.00 0.008,400.00 66.02 179.97 8,229.16 -425.08 0.24 425.08 8.00 8.00 0.00 0.008,500.00 74.02 179.97 8,263.31 -518.98 0.30 518.98 8.00 8.00 0.00 0.008,600.00 82.02 179.97 8,284.06 -616.72 0.35 616.72 8.00 8.00 0.00 0.008,699.80 90.00 179.97 8,291.00 -716.20 0.41 716.20 8.00 8.00 0.00 0.00


8,700.00 90.00 179.97 8,291.00 -716.40 0.41 716.40 0.00 0.00 0.00 0.008,800.00 90.00 179.97 8,291.00 -816.40 0.47 816.40 0.00 0.00 0.00 0.008,900.00 90.00 179.97 8,291.00 -916.40 0.52 916.40 0.00 0.00 0.00 0.009,000.00 90.00 179.97 8,291.00 -1,016.40 0.58 1,016.40 0.00 0.00 0.00 0.009,100.00 90.00 179.97 8,291.00 -1,116.40 0.64 1,116.40 0.00 0.00 0.00 0.00

9,200.00 90.00 179.97 8,291.00 -1,216.40 0.69 1,216.40 0.00 0.00 0.00 0.009,300.00 90.00 179.97 8,291.00 -1,316.40 0.75 1,316.40 0.00 0.00 0.00 0.009,400.00 90.00 179.97 8,291.00 -1,416.40 0.81 1,416.40 0.00 0.00 0.00 0.009,500.00 90.00 179.97 8,291.00 -1,516.40 0.87 1,516.40 0.00 0.00 0.00 0.009,600.00 90.00 179.97 8,291.00 -1,616.40 0.92 1,616.40 0.00 0.00 0.00 0.00


RECEIVED: March 19,





5,200.00 0.00 0.00 5,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,300.00 0.00 0.00 5,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,362.00 0.00 0.00 5,362.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Castlegate

5,400.00 0.00 0.00 5,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,500.00 0.00 0.00 5,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,600.00 0.00 0.00 5,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

5,700.00 0.00 0.00 5,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,800.00 0.00 0.00 5,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005,900.00 0.00 0.00 5,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,000.00 0.00 0.00 6,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,076.00 0.00 0.00 6,076.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Top Mancos B

6,100.00 0.00 0.00 6,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,200.00 0.00 0.00 6,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,300.00 0.00 0.00 6,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,400.00 0.00 0.00 6,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,500.00 0.00 0.00 6,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6,600.00 0.00 0.00 6,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,700.00 0.00 0.00 6,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,800.00 0.00 0.00 6,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.006,876.00 0.00 0.00 6,876.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Base PCM6,900.00 0.00 0.00 6,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7,000.00 0.00 0.00 7,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,100.00 0.00 0.00 7,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,200.00 0.00 0.00 7,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,222.00 0.00 0.00 7,222.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


7,400.00 0.00 0.00 7,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,500.00 0.00 0.00 7,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007,574.80 0.00 0.00 7,574.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00

KOP @ 7574.80ft

7,600.00 2.02 179.97 7,599.99 -0.44 0.00 0.44 8.00 8.00 0.00 179.977,700.00 10.02 179.97 7,699.36 -10.92 0.01 10.92 8.00 8.00 0.00 0.00

7,800.00 18.02 179.97 7,796.31 -35.12 0.02 35.12 8.00 8.00 0.00 0.007,900.00 26.02 179.97 7,888.94 -72.57 0.04 72.57 8.00 8.00 0.00 0.008,000.00 34.02 179.97 7,975.46 -122.55 0.07 122.55 8.00 8.00 0.00 0.008,100.00 42.02 179.97 8,054.18 -184.09 0.11 184.09 8.00 8.00 0.00 0.00

DLS = 8°l100'

8,200.00 50.02 179.97 8,123.57 -255.99 0.15 255.99 8.00 8.00 0.00 0.00

8,300.00 58.02 179.97 8,182.28 -336.84 0.19 336.84 8.00 8.00 0.00 0.008,400.00 66.02 179.97 8,229.16 -425.08 0.24 425.08 8.00 8.00 0.00 0.008,500.00 74.02 179.97 8,263.31 -518.98 0.30 518.98 8.00 8.00 0.00 0.008,600.00 82.02 179.97 8,284.06 -616.72 0.35 616.72 8.00 8.00 0.00 0.008,699.80 90.00 179.97 8,291.00 -716.20 0.41 716.20 8.00 8.00 0.00 0.00


8,700.00 90.00 179.97 8,291.00 -716.40 0.41 716.40 0.00 0.00 0.00 0.008,800.00 90.00 179.97 8,291.00 -816.40 0.47 816.40 0.00 0.00 0.00 0.008,900.00 90.00 179.97 8,291.00 -916.40 0.52 916.40 0.00 0.00 0.00 0.009,000.00 90.00 179.97 8,291.00 -1,016.40 0.58 1,016.40 0.00 0.00 0.00 0.009,100.00 90.00 179.97 8,291.00 -1,116.40 0.64 1,116.40 0.00 0.00 0.00 0.00

9,200.00 90.00 179.97 8,291.00 -1,216.40 0.69 1,216.40 0.00 0.00 0.00 0.009,300.00 90.00 179.97 8,291.00 -1,316.40 0.75 1,316.40 0.00 0.00 0.00 0.009,400.00 90.00 179.97 8,291.00 -1,416.40 0.81 1,416.40 0.00 0.00 0.00 0.009,500.00 90.00 179.97 8,291.00 -1,516.40 0.87 1,516.40 0.00 0.00 0.00 0.009,600.00 90.00 179.97 8,291.00 -1,616.40 0.92 1,616.40 0.00 0.00 0.00 0.00


RECEIVED: March 19,



CONFIDE

NTIAL





9,700.00 90.00 179.97 8,291.00 -1,716.40 0.98 1,716.40 0.00 0.00 0.00 0.009,800.00 90.00 179.97 8,291.00 -1,816.40 1.04 1,816.40 0.00 0.00 0.00 0.009,900.00 90.00 179.97 8,291.00 -1,916.40 1.09 1,916.40 0.00 0.00 0.00 0.00

10,000.00 90.00 179.97 8,291.00 -2,016.40 1.15 2,016.40 0.00 0.00 0.00 0.0010,100.00 90.00 179.97 8,291.00 -2,116.40 1.21 2,116.40 0.00 0.00 0.00 0.00

10,200.00 90.00 179.97 8,291.00 -2,216.40 1.27 2,216.40 0.00 0.00 0.00 0.0010,300.00 90.00 179.97 8,291.00 -2,316.40 1.32 2,316.40 0.00 0.00 0.00 0.0010,400.00 90.00 179.97 8,291.00 -2,416.40 1.38 2,416.40 0.00 0.00 0.00 0.0010,500.00 90.00 179.97 8,291.00 -2,516.40 1.44 2,516.40 0.00 0.00 0.00 0.0010,600.00 90.00 179.97 8,291.00 -2,616.40 1.49 2,616.40 0.00 0.00 0.00 0.00

10,700.00 90.00 179.97 8,291.00 -2,716.40 1.55 2,716.40 0.00 0.00 0.00 0.0010,800.00 90.00 179.97 8,291.00 -2,816.40 1.61 2,816.40 0.00 0.00 0.00 0.0010,900.00 90.00 179.97 8,291.00 -2,916.40 1.66 2,916.40 0.00 0.00 0.00 0.0011,000.00 90.00 179.97 8,291.00 -3,016.40 1.72 3,016.40 0.00 0.00 0.00 0.0011,100.00 90.00 179.97 8,291.00 -3,116.40 1.78 3,116.40 0.00 0.00 0.00 0.00

11,200.00 90.00 179.97 8,291.00 -3,216.40 1.84 3,216.40 0.00 0.00 0.00 0.0011,300.00 90.00 179.97 8,291.00 -3,316.40 1.89 3,316.40 0.00 0.00 0.00 0.0011,400.00 90.00 179.97 8,291.00 -3,416.40 1.95 3,416.40 0.00 0.00 0.00 0.0011,500.00 90.00 179.97 8,291.00 -3,516.40 2.01 3,516.40 0.00 0.00 0.00 0.0011,600.00 90.00 179.97 8,291.00 -3,616.40 2.06 3,616.40 0.00 0.00 0.00 0.00

11,700.00 90.00 179.97 8,291.00 -3,716.40 2.12 3,716.40 0.00 0.00 0.00 0.0011,800.00 90.00 179.97 8,291.00 -3,816.40 2.18 3,816.40 0.00 0.00 0.00 0.0011,900.00 90.00 179.97 8,291.00 -3,916.40 2.24 3,916.40 0.00 0.00 0.00 0.0011,944.51 90.00 179.97 8,291.00 -3,960.91 2.26 3,960.91 0.00 0.00 0.00 0.00

TD Well @ 11944.51ft - Target Toe Location - Willow Ridge 1622-29D29M-MH1_BHL

Plan Annotations

Measured Vertical Local Coordinates

Depth Depth +NI-S +El-W Comment

(usft) (usft) (usft) (usft)

0.00 0.00 0.00 0.00 Tie-On to Surface @ O.OOft7,574.80 7,574.80 0.00 0.00 KOP @ 7574.80ft8,100.00 8,054.18 -184.09 0.11 DLS = 8°/100'

8,699.80 8,291.00 -716.20 0.41 End Build @ 8699.80ft11,944.51 8,291.00 -3,960.91 2.26 TD Well @ 11944.51ft

Vertical Section Information

Angle Origin Origin StadType Target Azimuth Type +NI S +El-W TVD

(°) (usft) (usft) (usft)

TD No Target (Freehand) 179.97 Slot 0.00 0.00 0.00

Survey tool programFrom To Survey/Plan Survey Tool(usft) {usft)

0.00 8,699.80 Rev BO Permit MWD8,699.80 11,944.51 Rev BOPermit MWD


RECEIVED: March 19,





9,700.00 90.00 179.97 8,291.00 -1,716.40 0.98 1,716.40 0.00 0.00 0.00 0.009,800.00 90.00 179.97 8,291.00 -1,816.40 1.04 1,816.40 0.00 0.00 0.00 0.009,900.00 90.00 179.97 8,291.00 -1,916.40 1.09 1,916.40 0.00 0.00 0.00 0.00

10,000.00 90.00 179.97 8,291.00 -2,016.40 1.15 2,016.40 0.00 0.00 0.00 0.0010,100.00 90.00 179.97 8,291.00 -2,116.40 1.21 2,116.40 0.00 0.00 0.00 0.00

10,200.00 90.00 179.97 8,291.00 -2,216.40 1.27 2,216.40 0.00 0.00 0.00 0.0010,300.00 90.00 179.97 8,291.00 -2,316.40 1.32 2,316.40 0.00 0.00 0.00 0.0010,400.00 90.00 179.97 8,291.00 -2,416.40 1.38 2,416.40 0.00 0.00 0.00 0.0010,500.00 90.00 179.97 8,291.00 -2,516.40 1.44 2,516.40 0.00 0.00 0.00 0.0010,600.00 90.00 179.97 8,291.00 -2,616.40 1.49 2,616.40 0.00 0.00 0.00 0.00

10,700.00 90.00 179.97 8,291.00 -2,716.40 1.55 2,716.40 0.00 0.00 0.00 0.0010,800.00 90.00 179.97 8,291.00 -2,816.40 1.61 2,816.40 0.00 0.00 0.00 0.0010,900.00 90.00 179.97 8,291.00 -2,916.40 1.66 2,916.40 0.00 0.00 0.00 0.0011,000.00 90.00 179.97 8,291.00 -3,016.40 1.72 3,016.40 0.00 0.00 0.00 0.0011,100.00 90.00 179.97 8,291.00 -3,116.40 1.78 3,116.40 0.00 0.00 0.00 0.00

11,200.00 90.00 179.97 8,291.00 -3,216.40 1.84 3,216.40 0.00 0.00 0.00 0.0011,300.00 90.00 179.97 8,291.00 -3,316.40 1.89 3,316.40 0.00 0.00 0.00 0.0011,400.00 90.00 179.97 8,291.00 -3,416.40 1.95 3,416.40 0.00 0.00 0.00 0.0011,500.00 90.00 179.97 8,291.00 -3,516.40 2.01 3,516.40 0.00 0.00 0.00 0.0011,600.00 90.00 179.97 8,291.00 -3,616.40 2.06 3,616.40 0.00 0.00 0.00 0.00

11,700.00 90.00 179.97 8,291.00 -3,716.40 2.12 3,716.40 0.00 0.00 0.00 0.0011,800.00 90.00 179.97 8,291.00 -3,816.40 2.18 3,816.40 0.00 0.00 0.00 0.0011,900.00 90.00 179.97 8,291.00 -3,916.40 2.24 3,916.40 0.00 0.00 0.00 0.0011,944.51 90.00 179.97 8,291.00 -3,960.91 2.26 3,960.91 0.00 0.00 0.00 0.00


Plan Annotations













RECEIVED: March 19,





9,700.00 90.00 179.97 8,291.00 -1,716.40 0.98 1,716.40 0.00 0.00 0.00 0.009,800.00 90.00 179.97 8,291.00 -1,816.40 1.04 1,816.40 0.00 0.00 0.00 0.009,900.00 90.00 179.97 8,291.00 -1,916.40 1.09 1,916.40 0.00 0.00 0.00 0.00

10,000.00 90.00 179.97 8,291.00 -2,016.40 1.15 2,016.40 0.00 0.00 0.00 0.0010,100.00 90.00 179.97 8,291.00 -2,116.40 1.21 2,116.40 0.00 0.00 0.00 0.00

10,200.00 90.00 179.97 8,291.00 -2,216.40 1.27 2,216.40 0.00 0.00 0.00 0.0010,300.00 90.00 179.97 8,291.00 -2,316.40 1.32 2,316.40 0.00 0.00 0.00 0.0010,400.00 90.00 179.97 8,291.00 -2,416.40 1.38 2,416.40 0.00 0.00 0.00 0.0010,500.00 90.00 179.97 8,291.00 -2,516.40 1.44 2,516.40 0.00 0.00 0.00 0.0010,600.00 90.00 179.97 8,291.00 -2,616.40 1.49 2,616.40 0.00 0.00 0.00 0.00

10,700.00 90.00 179.97 8,291.00 -2,716.40 1.55 2,716.40 0.00 0.00 0.00 0.0010,800.00 90.00 179.97 8,291.00 -2,816.40 1.61 2,816.40 0.00 0.00 0.00 0.0010,900.00 90.00 179.97 8,291.00 -2,916.40 1.66 2,916.40 0.00 0.00 0.00 0.0011,000.00 90.00 179.97 8,291.00 -3,016.40 1.72 3,016.40 0.00 0.00 0.00 0.0011,100.00 90.00 179.97 8,291.00 -3,116.40 1.78 3,116.40 0.00 0.00 0.00 0.00

11,200.00 90.00 179.97 8,291.00 -3,216.40 1.84 3,216.40 0.00 0.00 0.00 0.0011,300.00 90.00 179.97 8,291.00 -3,316.40 1.89 3,316.40 0.00 0.00 0.00 0.0011,400.00 90.00 179.97 8,291.00 -3,416.40 1.95 3,416.40 0.00 0.00 0.00 0.0011,500.00 90.00 179.97 8,291.00 -3,516.40 2.01 3,516.40 0.00 0.00 0.00 0.0011,600.00 90.00 179.97 8,291.00 -3,616.40 2.06 3,616.40 0.00 0.00 0.00 0.00

11,700.00 90.00 179.97 8,291.00 -3,716.40 2.12 3,716.40 0.00 0.00 0.00 0.0011,800.00 90.00 179.97 8,291.00 -3,816.40 2.18 3,816.40 0.00 0.00 0.00 0.0011,900.00 90.00 179.97 8,291.00 -3,916.40 2.24 3,916.40 0.00 0.00 0.00 0.0011,944.51 90.00 179.97 8,291.00 -3,960.91 2.26 3,960.91 0.00 0.00 0.00 0.00


Plan Annotations













RECEIVED: March 19,





9,700.00 90.00 179.97 8,291.00 -1,716.40 0.98 1,716.40 0.00 0.00 0.00 0.009,800.00 90.00 179.97 8,291.00 -1,816.40 1.04 1,816.40 0.00 0.00 0.00 0.009,900.00 90.00 179.97 8,291.00 -1,916.40 1.09 1,916.40 0.00 0.00 0.00 0.00

10,000.00 90.00 179.97 8,291.00 -2,016.40 1.15 2,016.40 0.00 0.00 0.00 0.0010,100.00 90.00 179.97 8,291.00 -2,116.40 1.21 2,116.40 0.00 0.00 0.00 0.00

10,200.00 90.00 179.97 8,291.00 -2,216.40 1.27 2,216.40 0.00 0.00 0.00 0.0010,300.00 90.00 179.97 8,291.00 -2,316.40 1.32 2,316.40 0.00 0.00 0.00 0.0010,400.00 90.00 179.97 8,291.00 -2,416.40 1.38 2,416.40 0.00 0.00 0.00 0.0010,500.00 90.00 179.97 8,291.00 -2,516.40 1.44 2,516.40 0.00 0.00 0.00 0.0010,600.00 90.00 179.97 8,291.00 -2,616.40 1.49 2,616.40 0.00 0.00 0.00 0.00

10,700.00 90.00 179.97 8,291.00 -2,716.40 1.55 2,716.40 0.00 0.00 0.00 0.0010,800.00 90.00 179.97 8,291.00 -2,816.40 1.61 2,816.40 0.00 0.00 0.00 0.0010,900.00 90.00 179.97 8,291.00 -2,916.40 1.66 2,916.40 0.00 0.00 0.00 0.0011,000.00 90.00 179.97 8,291.00 -3,016.40 1.72 3,016.40 0.00 0.00 0.00 0.0011,100.00 90.00 179.97 8,291.00 -3,116.40 1.78 3,116.40 0.00 0.00 0.00 0.00

11,200.00 90.00 179.97 8,291.00 -3,216.40 1.84 3,216.40 0.00 0.00 0.00 0.0011,300.00 90.00 179.97 8,291.00 -3,316.40 1.89 3,316.40 0.00 0.00 0.00 0.0011,400.00 90.00 179.97 8,291.00 -3,416.40 1.95 3,416.40 0.00 0.00 0.00 0.0011,500.00 90.00 179.97 8,291.00 -3,516.40 2.01 3,516.40 0.00 0.00 0.00 0.0011,600.00 90.00 179.97 8,291.00 -3,616.40 2.06 3,616.40 0.00 0.00 0.00 0.00

11,700.00 90.00 179.97 8,291.00 -3,716.40 2.12 3,716.40 0.00 0.00 0.00 0.0011,800.00 90.00 179.97 8,291.00 -3,816.40 2.18 3,816.40 0.00 0.00 0.00 0.0011,900.00 90.00 179.97 8,291.00 -3,916.40 2.24 3,916.40 0.00 0.00 0.00 0.0011,944.51 90.00 179.97 8,291.00 -3,960.91 2.26 3,960.91 0.00 0.00 0.00 0.00


Plan Annotations













RECEIVED: March 19,



CONFIDE

NTIAL




Casing Details

Measured Vertical Casing HoleDepth Depth Name Diameter Diameter(usft) (usft) (") (")

2,000.00 2,000.00 10 3/4" 10-3/4 14-3/4

8,699.80 8,291.00 7 5/8" 7-5/8 9-7/8

Formation Details

Measured Vertical DipDepth Depth Name Lithology Dip Direction(usft) (usft) (°) (°)

2,027.00 2,027.00 Top Wasach 0.003,297.00 3,297.00 Top Mesaverde 0.00

5,362.00 5,362.00 Top Castlegate 0.006,076.00 6,076.00 Top Mancos B 0.00

6,876.00 6,876.00 Base PCM 0.007,222.00 7,222.00 Top Nio Equivalent 0.008,699.80 8,291.00 Top MN34 0.00

8,699.80 8,291.00 Target Heel Location 0.0011,944.51 8,291.00 Target Toe Location 0.00

Targets associated with this wellbore

TVD +NI-S +El-WTarget Name (usft) (usft) (usft) Shape

Willow Ridge 1622-29D29M-MH1 SEC 0.00 0.00 0.00 Polygon

Willow Ridge 1622-29D29M-MH1_SHL 0.00 0.00 0.00 Point

Willow Ridge 1622-29D29M-MH1 BHL 8,291.00 -3,960.91 2.26 Point

Directional Difficulty Index

Average Dogleg over Survey: 0.68 °/100usft Maximum Dogleg over Survey: 8.00 °/100usft at 9,908.80usft

Net Tortousity applicable to Plans: 0.68 °/100usft Directional Difficulty Index: 5.915

Audit Info


RECEIVED: March 19,




Casing Details


2,000.00 2,000.00 10 3/4" 10-3/4 14-3/4

8,699.80 8,291.00 7 5/8" 7-5/8 9-7/8

Formation Details














Audit Info


RECEIVED: March 19,




Casing Details


2,000.00 2,000.00 10 3/4" 10-3/4 14-3/4

8,699.80 8,291.00 7 5/8" 7-5/8 9-7/8

Formation Details














Audit Info


RECEIVED: March 19,




Casing Details


2,000.00 2,000.00 10 3/4" 10-3/4 14-3/4

8,699.80 8,291.00 7 5/8" 7-5/8 9-7/8

Formation Details














Audit Info


RECEIVED: March 19,



CONFIDE

NTIAL


Anadarko Petroleum Corp.

HALLIBURTON Grand County, UT (NAD 83)

North Reference Sheet for Sec. 29-T16S-R22E - Willow Ridge 1622-29D29M-MH1 -

Plan BAll data is in US Feet unless othenNise stated. Directions and Coordinates are relative to True North Reference.

Vertical Depths are relative to RKB = 26' @ 7610.00usft (Drilling Rig). Northing and Easting are relative to Willow Ridge 1622-29D29M-MH1

Coordinate System is US State Plane 1983, Utah Central Zone using datum North American Datum 1983, ellipsoid GRS 1980

Projection method is Lambert Conformal Conic (2 parallel)

Central Meridian is -111.50°, Longitude Origin:0.000000°, Latitude Origin:40.650000°

False Easting: 1,640,416.67usft, False Northing: 6,561,666.67usft, Scale Reduction: 0.99992850

Grid Coordinates of Well: 6,953,511.17 usft N, 2,198,891.52 usft E

Geographical Coordinates of Well: 39° 23' 31.90" N, 109° 31' 25.37" W

Grid Convergence at Surface is: 1.27°

Based upon Minimum Cuivature type calculations, at a Measured Depth of 11,944.51usft

the Bottom Hole Displacement is 3,960.91usft in the Direction of 179.97° (True).

Magnetic Convergence at surface is: -9.46° (11 March 2014, , BGGM2013)

T

MagneticModel: BGGM2013M Date: 11-Mar-14

Declination: 10.73°

Inclination/Dip: 65.29°

Field Strength: 51613

Giid Northa 1.27°Eastd TrueNorth(GridConvergence)Mapeth Northa 10.73°Eastd TrueNorth(MagnetbDeclinaton)Mayelic Northb 9.46° EastofGridNorth(MagnedcConvergence)

Toconvert a TrueDirectonto a GridDrecton,Subtract 1.2PToconvert a MagieticEXectiontoa TrueDrectbn,Add10.73° East

Toconvert a Mayetic Directbntoa GridDirection,Add9.46°


RECEIVED: March 19,

















T









RECEIVED: March 19,

















T









RECEIVED: March 19,

















T









RECEIVED: March 19,


BOPE REVIEW ANADARKO E&P ONSHORE, LLC Willow Ridge 16-22-29D 43019500390000

Well Name ANADARKO E&P ONSHORE, LLC Willow Ridge 16-22-29D 43019500390000

String SURF I1 PROD L1

Casing Size(") 10.750 7.625 5.500 4.500

Setting Depth (TVD) 2000 8291 8291 8291

Previous Shoe Setting Depth (TVD) 0 2000 8291 8291

Max Mud Weight (ppg) 8.3 10.0 10.0 10.0

BOPE Proposed (psi) 500 5000 5000 5000

Casing Internal Yield (psi) 3130 9470 13580 14420

Operators Max Anticipated Pressure (psi) 4560 10.6

Calculations SURF String 1 0 . 7 5 0 "

Max BHP (psi) .052*Setting Depth*MW= 1554

BOPE Adequate For Drilling And Setting Casing at Depth?

MASP (Gas) (psi) Max BHP-(0.12*Setting Depth)= 1122 NO diverter

MASP (Gas/Mud) (psi) Max BHP-(0.22*Setting Depth)= 762 NO

*Can Full Expected Pressure Be Held At Previous Shoe?

Pressure At Previous Shoe Max BHP-.22*(Setting Depth - Previous Shoe Depth)= 762 NO OK

Required Casing/BOPE Test Pressure= 2191 p s i

*Max Pressure Allowed @ Previous Casing Shoe= 0 psi *Assumes 1psi/f t frac gradient

Calculations I1 String 7 . 6 2 5 "



MASP (Gas) (psi) Max BHP-(0.12*Setting Depth)= 3316 YES 5M BOPE with annular, dbl rams, kill lines, mud cross

MASP (Gas/Mud) (psi) Max BHP-(0.22*Setting Depth)= 2487 YES


Pressure At Previous Shoe Max BHP-.22*(Setting Depth - Previous Shoe Depth)= 3279 YES OK



Calculations PROD String 5 . 5 0 0 "









Calculations L1 String 4 . 5 0 0 "










CONFIDE

NTIAL




String SJRF I1 PROD L1

Casing Size(") 10.750 7.625 5.500 4.500




BOPE Proposed (psi) Soo sooo sooo sooo



Calculations SURF String 10.750 "Max BHP (psi) .052*Setting Depth*MW=

1554


MASP (Gas) (psi) Max BHP-(0.12*Setting Depth)=1122 NO diverter

MASP (Gas/Mud) (psi) Max BHP-(0.22*Setting Depth)=762 NO


Pressure At Previous Shoe Max BHP-.22*(Setting Depth - Previous Shoe Depth)=762 NO OK

Required Casing/BOPE Test Pressure=2191 psi

*Max Pressure Allowed @ Previous Casing Shoe= psi *Assumes lpsi/ft frac gradient

Calculations Il String 7.625 "Max BHP (psi) .052*Setting Depth*MW=

4311


MASP (Gas) (psi) Max BHP-(0.12*Setting Depth)=3316 5M BOPE with annular, dbl rams, kill lines, mud cross

MASP (Gas/Mud) (psi) Max BHP-(0.22*Setting Depth)=2487


Pressure At Previous Shoe Max BHP-.22*(Setting Depth - Previous Shoe Depth)=3279 OK

Required Casing/BOPE Test Pressure=Sooo psi

*Max Pressure Allowed @ Previous Casing Shoe=3130 psi *Assumes lpsi/ft frac gradient

Calculations PROD String 5.500 "Max BHP (psi) .052*Setting Depth*MW=

4224








Calculations L1 String 4.500 "Max BHP (psi) .052*Setting Depth*MW=

4311








RECEIVED: March 24,





Casing Size(") 10.750 7.625 5.500 4.500








1554









4311









4224









4311








RECEIVED: March 24,





Casing Size(") 10.750 7.625 5.500 4.500








1554









4311









4224









4311








RECEIVED: March 24,





Casing Size(") 10.750 7.625 5.500 4.500








1554









4311









4224









4311








RECEIVED: March 24,


â

ª

!!

31

25

33

20

28

13 18

24

30

36

21

32

17

19

29

STATE 30-154301930667

Willow Ridge1622-29D29M-MH14301950039

Willow Ridge16-22-28D4301950040

Map Produced by Diana Mason

F1,500 0 1,500750 Feet

1:14,811

Wells QueryStatus

APD - Aproved Permit

H DRL - Spuded (Drilling Commenced)

4 GIW - Gas Injection

!) GS - Gas Storage

! LOC - New Location

7 OPS - Operation Suspended

ª PA - Plugged Abandoned

* PGW - Producing Gas Well

' POW - Producing Oil Well

¸ SGW - Shut-in Gas Well

· SOW - Shut-in Oil Well

6 TA - Temp. Abandoned

" TW - Test Well

¸ WDW - Water Disposal

¸ WIW - Water Injection Well

=) WSW - Water Supply Well

UnitsSTATUS

ACTIVE

EXPLORATORY

GAS STORAGE

NF PP OIL

NF SECONDARY

PI OIL

PP GAS

PP GEOTHERML

PP OIL

SECONDARY

TERMINATED

FieldsSTATUS

Unknown

ABANDONED

ACTIVE

COMBINED

INACTIVE

STORAGE

TERMINATED

TOOELE

SAN JUAN

MILLARD

KANE

JUAB

IRON

EMERY

UINTAH

BOX ELDER

GARFIELD

GRAND

UTAH

WAYNEBEAVER

DUCHESNE

SEVIER

SUMMIT

RICH

WASHINGTON

CARBON

SANPETE

CACHE

PIUTE

DAVIS

WASATCH

WEBER

SALT LAKE

DAGGETT

MORGAN

Location Map

API Number: 4301950039Well Name: Willow Ridge 1622-29D29M-MH1 Township: T16.0S Range: R22.0E Section: 29 Meridian: S

Operator: ANADARKO E&P ONSHORE, LLC

Map Prepared: 3/25/2014


CONFIDE

NTIAL


18

API Number: 4301950039Well Name: Willow Ridge 1622-29D29M-MH iTownship: T16.0S Range: R22.0E Section: 29 Meridian: S


Map Prepared: 3/25/2014Map Produced by Diana Mason

19 20

Welle Query Units21 status sTATus

APD-AprovedPermit AcnvE

DRL-spuded(Drillingcommenced) EXPLORATORY

Giw-Gasinjection GAssTORAGE

Loc -New LocatioNF SEcoNDARY

oPs -operationsuspended Pi OL

PA-PluggedAbandoned

PGw-ProducingGasweiPPGEoTHERML

Pow-ProducingoliweliPPOL

SGw-shut-inGaswell SEcoNDARY

sow-shut-inoliwei TERMINATED

TA TempAbandoned

Willow Ridge ": : unkn=n

16-22-28D D aterolsP sal . ABANooNEDW6 w29 29eM-MH1 e4301950040 ww waterinectionwei

4301950039 e usw-watersuppiyweii coMeiNED

STORAGE

TERMINATED

x ELDERicH

Location Map

30 29 28

TooELE

UTAH UINTAH

25

5

36 31

3233

1.500 Feet

i 1:14,811

RECEIVED: March 25,


18




19 20


* APD-AprovedPermit AcnvE

o DRL-spuded<oriiiingcommenced) ExPtoRAToRY

oiw-oasinjection GAssTosAGE

Pow-ProducingoliweiiPPat

-D- sow-shut-inoasweii sEcoNDARY

sow-shut-inoliwei TERMiNATED

o TA-TempAbandoned

Willow Ridge ": unkn=n

16-22-28D wow-waeroisposai .ABANooNEDW6 w29 29eM-MH1 e4301950040 ww-waterinectionwei


STORAGE

TERMINATED

x ELDERicH

Location Map

30 29 28

TooELE

UTAH UINTAH

25

5

36 31

3233

1.500 Feet

i 1:14,811

RECEIVED: March 25,


18




19 20








o TA-TempAbandoned




STORAGE

TERMINATED

x ELDERicH

Location Map

30 29 28

TooELE

UTAH UINTAH

25

5

36 31

3233

1.500 Feet

i 1:14,811

RECEIVED: March 25,


18




19 20








o TA-TempAbandoned




STORAGE

TERMINATED

x ELDERicH

Location Map

30 29 28

TooELE

UTAH UINTAH

25

5

36 31

3233

1.500 Feet

i 1:14,811

RECEIVED: March 25,



CONFIDE

NTIAL


I

Well Approval

Jeff Conley <[email protected]> Wed, Mar 26, 2014 at 3:38 PMTo: Bradley Hill <[email protected]>, Diana Mason <[email protected]>

Cc: [email protected], Jim Davis <[email protected]>

Hello,

The following wells have been approved by SITLA including arch and paleo:

(4301950043) Willow Ridge 1622-3M3D-BH1(4301950050) Willow Ridge 1622-3M10M-MH1(4301950039) Willow Ridge 1622-29D-29M-MH1

Thank you,

Jeff ConleySITLA Resource [email protected]

RECEIVED: March 28,


I

Well Approval



Hello,



Thank you,


RECEIVED: March 28,


I

Well Approval



Hello,



Thank you,


RECEIVED: March 28,


I

Well Approval



Hello,



Thank you,


RECEIVED: March 28,



CONFIDE

NTIAL

API Well NumbÔ:43019500390000

43019500390000 Willow Ridge 16-22-29D29M-MHlCasing Schematic

Surface¯ ¯TOC @

10-3/4"- - ?Surface

MW 9.5 2000. MDFrac 19.3 2 00.

260 @ Ÿro eg #a i D '

- 3MV'/4esee<aµ+ /

45ov'±15 MS A

J

7-5/8"-

r 3 8291. TVD

4-1/2" • Production LinerMW 10. 11944. MD L pg (Q L/^

8291. TVD Eg cg4

FS LSW Su



Surface¯ ¯TOC @

10-3/4"- - ?Surface

MW 9.5 2000. MDFrac 19.3 2 00.

260 @ Ÿro eg #a i D '

- 3MV'/4esee<aµ+ /

45ov'±15 MS A

J

7-5/8"-

r 3 8291. TVD

4-1/2" •

Production LinerMW 10. 11944. MD L pg (Q L/^

8291. TVD Eg cg4

FS LSW Su



Surface¯ ¯TOC @

10-3/4"- - ?Surface

MW 9.5 2000. MDFrac 19.3 2 00.

260 @ Ÿro eg #a i D '

- 3MV'/4esee<aµ+ /

45ov'±15 MS A

J

7-5/8"-

r 3 8291. TVD

4-1/2" •


8291. TVD Eg cg4

FS LSW Su



Surface¯ ¯TOC @

10-3/4"- - ?Surface

MW 9.5 2000. MDFrac 19.3 2 00.

260 @ Ÿro eg #a i D '

- 3MV'/4esee<aµ+ /

45ov'±15 MS A

J

7-5/8"-

r 3 8291. TVD

4-1/2" •


8291. TVD Eg cg4

FS LSW Su



CONFIDE

NTIAL


Well name: 43019500390000 Willow Ridge 16-22-29D29M-MH1Operator: ANADARKO E&P ONSHORE, LLCString type: Surface Project ID:

43-019-50039Location: GRAND COUNTY

Design parameters: Minimum design factors: Environment:Collapse Collapse: H2S considered? No

Mud weight: 9.500 ppg Design factor 1.125 Surface temperature: 74 °FDesign is based on evacuated pipe. Bottom hole temperature: 102 °F

Temperature gradient: 1.40 °F/100ftMinimum section length: 100 ft

Burst:Design factor 1.00 Cement top: SurfaceBurst

Max anticipated surfacepressure: 1,760 psi

Internal gradient: 0.120 psilft Tension: Non-directional string.Calculated BHP 2,000 psi 8 Round STC: 1.80 (J)

8 Round LTC: 1.70 (J)No backup mud specified. Buttress: 1.60 (J)

Premium: 1.50 (J)Body yield: 1.50 (B) Re subsequent strings:

Next setting depth: 8,291 ftTension is based on air weight. Next mud weight: 10.000 ppgNeutral point: 1,721 ft Next setting BHP: 4,307 psi

Fracture mud wt: 19.250 ppgFracture depth: 2,000 ftInjection pressure: 2,000 psi

Run Segment Nominal End True Vert Measured Drift Est.Seq Length Size Weight Grade Finish Depth Depth Diameter Cost(ft) (in) (Ibs/ft) (ft) (ft) (in) ($)1 2000 10.75 40.50 J-55 Buttress 2000 2000 9.925 18810

Run Collapse Collapse Collapse Burst Burst Burst Tension Tension TensionSeq Load Strength Design Load Strength Design Load Strength Design(psi) (psi) Factor (psi) (psi) Factor (kips) (kips) Factor

1 987 1580 1.601 2000 3130 1.56 81 628.9 7.76 B

Prepared Helen Sadik-Macdonald Phone: 801 538-5357 Date: March 24,2014by: Div of Oil,Gas & Mining FAX: 801-359-3940 Salt Lake City, UtahRemarks:

Collapse is based on a vertical depth of 2000 ft, a mud weight of 9.5 ppg The casing is considered to be evacuated for collapse purposes.Collapse strength is based on the Westcott, Dunlop & Kemler method of biaxial correction for tension.Burst strength is not adjusted for tension.

Engineering responsibility for use of thisdesign wi/Ibe thatof the
















1 987 1580 1.601 2000 3130 1.56 81 628.9 7.76 B



















1 987 1580 1.601 2000 3130 1.56 81 628.9 7.76 B



















1 987 1580 1.601 2000 3130 1.56 81 628.9 7.76 B






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Well name: 43019500390000 Willow Ridge 16-22-29D29M-MH1Operator: ANADARKO E&P ONSHORE, LLCString type: Intermediate Project ID:



Mud weight: 10.000 ppg Design factor 1.125 Surface temperature: 74 °FInternal fluid density: 3.370 ppg Bottom hole temperature: 190 °F

Temperature gradient: 1.40 °F/100ftMinimum section length: 1,000 ft

Burst:Design factor 1.00 Cement top: 2,690 ft

BurstMax anticipated surface

pressure: 2,483 psiInternal gradient: 0.220 psilft Tension: Directional well information:Calculated BHP 4,307 psi 8 Round STC: 1.80 (J) Kick-off point 7575 ft

8 Round LTC: 1.80 (J) Departure at shoe: 716 ftNo backup mud specified. Buttress: 1.60 (J) Maximum dogleg: 8 °/100ft

Premium: 1.50 (J) Inclination at shoe: 90 °

Body yield: 1.60 (B) Re subsequent strings:Next setting depth: 8,291 ft

Tension is based on air weight. Next mud weight: 10.000 ppgNeutral point: 7,052 ft Next setting BHP: 4,307 psi


Run Segment Nominal End True Vert Measured Drift Est.Seq Length Size Weight Grade Finish Depth Depth Diameter Cost

(ft) (in) (Ibs/ft) (ft) (ft) (in) ($)1 8700 7.625 29.70 P-110 LT&C 8291 8700 6.75 101115

Run Collapse Collapse Collapse Burst Burst Burst Tension Tension TensionSeq Load Strength Design Load Strength Design Load Strength Design

(psi) (psi) Factor (psi) (psi) Factor (kips) (kips) Factor1 2856 5145 1.802 4307 9470 2.20 246.2 769 3.12 J

Prepared Helen Sadik-Macdonald Phone: 801 538-5357 Date: May 7,2014by: Div of Oil,Gas & Mining FAX: 801-359-3940 Salt Lake City, Utah

Remarks:Collapse is based on a vertical depth of 8291 ft, a mud weight of 10 ppg An internal gradient of .175 psilft was used for collapse from TD toCollapse strength is based on the Westcott, Dunlop & Kemler method of biaxial correction for tension.

Burst strength is not adjusted for tension.Collapse strength is (biaxially) derated for doglegs in directional wells by multiplying the tensilestress by the cross section area to calculate a






































































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Well name: 43019500390000 Willow Ridge 16-22-29D29M-MHiOperator: ANADARKO E&P ONSHORE, LLCString type: Production 6 //7 '

Project ID:43-019-50039

Location: GRAND COUNTY






pressure: 2,433 psiInternal gradient: 0.220 psilft Tension: Directional Info - Build & HoldCalculated BHP 4,220 psi 8 Round STC: 1.80 (J) Kick-off point 7575 ft


Premium: 1.50 (J) Inclination at shoe: 50.01 °

Body yield: 1.60 (B)

Tension is based on air weight.Neutral point: 6,907 ft





Prepared Helen Sadik-Macdonald Phone: 801 538-5357 Date: March 24,2014by: Div of Oil,Gas & Mining FAX: 801-359-3940 Salt Lake City, Utah

Remarks:Collapse is based on a vertical depth of 8124 ft, a mud weight of 10 ppg The casing is considered to be evacuated for collapse purposes.Collapse strength is based on the Westcott, Dunlop & Kemler method of biaxial correction for tension.


Engineering responsibility for use of thisdesign willbe thatof the



Project ID:43-019-50039






















Project ID:43-019-50039






















Project ID:43-019-50039






















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Well name: 43019500390000 Willow Ridge 16-22-29D29M-MH1Operator: ANADARKO E&P ONSHORE, LLCString type: Production 4 / '

Project ID:43-019-50039







pressure: 2,483 psi Liner top: 8,200 ftInternal gradient: 0.220 psilft Tension: Directional Info - Build & HoldCalculated BHP 4,307 psi 8 Round STC: 1.80 (J) Kick-off point 7575 ft








(psi) (psi) Factor (psi) (psi) Factor (kips) (kips) Factori 4307 14350 3.332 4307 14420 3.35 2.5 406 99.99 J


Remarks:For this liner string, the top is rounded to the nearest 100 ft.Collapse is based on a vertical depth of 8291 ft, a mud weight of 10 ppg TheCollapse strength is based on the Westcott, Dunlop & Kemler method of biaxial correction for tension.




Well name: 43019500390000 Willow Ridge 16-22-29D29M-MH1Operator: ANADARKO E&P ONSHORE, LLCString type: Production 4 /

'Project ID:43-019-50039






















'Project ID:43-019-50039






















'Project ID:43-019-50039





















ON-SITE PREDRILL EVALUATIONUtah Division of Oil, Gas and Mining

Operator ANADARKO E&P ONSHORE, LLC Well Name Willow Ridge 1622-29D29M-MH1API Number 43019500390000 APD No 9 1 2 3 Field/Unit WILDCAT Location: 1/4,1/4 NWNW Sec 29 T w 16.0S Rng 22.0E 660 FNL 200 FWLGPS Coord (UTM) Surface Owner

ParticipantsDOGM: Bart Kettle, David Hackford. SITLA: Jim Davis. UDWR: Ben Williams, Daniel Cloward.Anadarko E&P: Laura Abrams, Doreen Green, Howdy Brown, Hal Blanchard, Doyle Holmes,Lovel Young, Chantill Recker, Trevor Hoopes, Raylee White.

Regional/Local Setting & TopographyProposed project site is located 70 air miles south of Vernal in Grand County Utah. Locally theproposed project sits near the Bookfliffs Divide on the East Tavaputs Plateau. The BookfliffsDivide is a water shed divide separating drainages flowing north into the White River within theUintah Basin from drainages flowing south through the Cisco Desert into the Colorado River.Regionally the project area is within in the Colorado Plateau in what is commonly referred to asthe Uintah Basin Section. The Uintah Basin Section is known for its hydrocarbon reservoirs. It isdis t inguished by broad mesas cut by many medium to large shale , mudstone and sandstonecanyons. Climates in this region tend to be arid, with a sparsely vegetated landscape prone toerosion.

Locally, the proposed site is located within the upper elevations of the Uintah Basin Section.Topography to the south falls sharply into the Cisco Desert north of the Colorado River. To thenorth, topography slopes gradually into the Uintah Basin. Ecosystems along the BookcliffsDivide would be described as a mixture of mountain browse, mountain big sage, montaneforest and pinyon/juniper woodlands. Precipi tat ion within these zones varies from 16-20" peryear with the proposed project si te fall ing within the 16" area. Ecosystems to the north andsouth of the project s i te t ransi t ion through extensive Pinyon/Juniper woodlands into sal t scrubrange lands in the Cisco Desert and Uintah Basin. Drainage flows into Meadow Creek within a1/2 mile. No live water observed during site evaluation, however numerous springs occur alongsurrounding canyon r ims.

Surface Use PlanCurrent Surface UseGrazingRecreationalWildlfe Habitat

New RoadMiles

Well Pad Src Const Material Surface Formation

2 .2 Width 435 Length 6 0 0 Onsi te GRRV

Ancillary Facilities N

Waste Management Plan Adequate? Y

Environmental Parameters


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Operator ANADARKO E&P ONSHORE, LLCWell Name Willow Ridge 1622-29D29M-MHl

API Number 43019500390000 APD No 9123 Field/Unit WILDCATLocation: 1/4,1/4 NWNW Sec 29 Tw 16.0S Rng 22.0E 660 FNL 200 FWLGPS Coord (UTM) Surface Owner


Regional/Local Setting & TopographyProposed project site is located 70 air miles south of Vernal in Grand County Utah. Locally theproposed project sits near the Bookfliffs Divide on the East Tavaputs Plateau. The BookfliffsDivide is a water shed divide separating drainages flowing north into the White River within theUintah Basin from drainages flowing south through the Cisco Desert into the Colorado River.Regionally the project area is within in the Colorado Plateau in what is commonly referred to asthe Uintah Basin Section. The Uintah Basin Section is known for its hydrocarbon reservoirs. It isdistinguished by broad mesas cut by many medium to large shale, mudstone and sandstonecanyons. Climates in this region tend to be arid, with a sparsely vegetated landscape prone toerosion.

Locally, the proposed site is located within the upper elevations of the Uintah Basin Section.Topography to the south falls sharply into the Cisco Desert north of the Colorado River. To thenorth, topography slopes gradually into the Uintah Basin. Ecosystems along the BookcliffsDivide would be described as a mixture of mountain browse, mountain big sage, montaneforest and pinyon/juniper woodlands. Precipitation within these zones varies from 16-20" peryear with the proposed project site falling within the 16" area. Ecosystems to the north andsouth of the project site transition through extensive Pinyon/Juniper woodlands into salt scrubrange lands in the Cisco Desert and Uintah Basin. Drainage flows into Meadow Creek within a1/2 mile. No live water observed during site evaluation, however numerous springs occur alongsurrounding canyon rims.


New Road Well Pad Src Const Material Surface FormationMiles2.2 Width 435 Length 600 Onsite GRRV




RECEIVED: May 12,













RECEIVED: May 12,













RECEIVED: May 12,













RECEIVED: May 12,


Affected Floodplains and/or Wetlands N

Flora / FaunaFloraForb: none notedGrass: sedge spp., thick spike wheat grass, needle and thread grass, Indian rice grass.Shrub: Mountain big sage, yellow rabbit brush, broom snake weed, mountain mahogany,Gamble oak, common snowberry, antelope bit ter brush.Tree: Rocky mountain juniper, Utah juniper, two needle pinyon, Douglas fir.

Fauna: Rocky mountain elk, bison, mule deer, mountain lion, black bear, coyote, gray fox,badger, cotton tail rabbit , black tailed jack rabbit , spotted skunk, stripped skunk, ringtailcat, bobcat, weasel, blue grouse, goss hawk. Host of small rodents and reptiles possiblesuch as: woodrat spp, kangaroo rat spp. , deer mouse, pinion mouse, rock squirrel , andantelope squirrel. . Seasonal use by migrating birds such as sage sparrow, cassin finch,house finch, pinion jay, white crowned sparrow, gray crowned rosy finch, blue gray knatcatcher, Bewick's wren, black throated sparrow, black capped chickadee, Brewers sparrow,bushti t , western kingbird, chipping sparrow, common nighthawk, Coppers hawk, sharpshin hawk, red tailed hawk, ruff legged hawk, golden eagle, bald eagle turkey vulture,Downey wood pecker, juniper t i tmouse, northern shrike, mountain bluebird, mourningdove, pine siskin, sage thrasher, western blue bird, and western meadow lark.

Soil Type and CharacteristicsMixture of gray and brown clays low in organic content weathered from Green Riverformat ion.

Erosion Issues YSoils prone to erosion once disturbed.

Sedimentation Issues N

Site Stability Issues NSelected site appears suitable for proposed activity provide 18" berms are maintainedaround cut t ings area.

Drainage Diverson Required? YDiversions should be used to prevent storm water from entering well pad.

Berm Required? Y18" berms should be instal led around cutt ing area.

Erosion Sedimentation Control Required? YInterim reclamation should be completed within one year following construction.

Paleo Survey Run? Y Paleo Potental Observed? Y Cultural Survey Run? Y CulturalResources? N

Reserve Pit

Site-Specific Factors Site Ranking

Distance to Groundwater (feet) 2 0Distance to Surface Water (feet) > 1 0 0 0 0


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Flora / FaunaFloraForb: none notedGrass: sedge spp., thick spike wheat grass, needle and thread grass, Indian rice grass.Shrub: Mountain big sage, yellow rabbit brush, broom snake weed, mountain mahogany,Gamble oak, common snowberry, antelope bitter brush.Tree: Rocky mountain juniper, Utah juniper, two needle pinyon, Douglas fir.

Fauna: Rocky mountain elk, bison, mule deer, mountain lion, black bear, coyote, gray fox,badger, cotton tail rabbit, black tailed jack rabbit, spotted skunk, stripped skunk, ringtailcat, bobcat, weasel, blue grouse, goss hawk. Host of small rodents and reptiles possiblesuch as: woodrat spp, kangaroo rat spp., deer mouse, pinion mouse, rock squirrel, andantelope squirrel.. Seasonal use by migrating birds such as sage sparrow, cassin finch,house finch, pinion jay, white crowned sparrow, gray crowned rosy finch, blue gray knatcatcher, Bewick's wren, black throated sparrow, black capped chickadee, Brewers sparrow,bushtit, western kingbird, chipping sparrow, common nighthawk, Coppers hawk, sharpshin hawk, red tailed hawk, ruff legged hawk, golden eagle, bald eagle turkey vulture,Downey wood pecker, juniper titmouse, northern shrike, mountain bluebird, mourningdove, pine siskin, sage thrasher, western blue bird, and western meadow lark.

Soil Type and CharacteristicsMixture of gray and brown clays low in organic content weathered from Green Riverformation.



Site Stability Issues NSelected site appears suitable for proposed activity provide 18" berms are maintainedaround cuttings area.


Berm Required? Y18" berms should be installed around cutting area.



Reserve Pit


Distance to Groundwater (feet) 20Distance to Surface Water (feet) >1000 0

RECEIVED: May 12,













Reserve Pit



RECEIVED: May 12,













Reserve Pit



RECEIVED: May 12,













Reserve Pit



RECEIVED: May 12,


Dist. Nearest Municipal Well (ft) > 5 2 8 0 0Distance to Other Wells (feet) > 1 3 2 0 0

Native Soil Type Low permeability 0Fluid Type TDS>5000 and 1 0

Drill Cuttings Normal Rock 0Annual Precipitation (inches) 10 to 20 5

Affected PopulationsPresence Nearby Utility Conduits Not Present 0

Final Score 3 5 1 Sensitivity Level

Characteristics / RequirementsReserve pit will not be permitted at this site, a closed loop drilling system is beingproposed .

Completions pit /cutt ings area will be permitted with a 20 mil l iner as proposed.

All E&P materials, including drill cuttings, shall be contained in steel tanks or an approvedpit containing a synthetic l iner until i t can be demonstrated such materials meet DOGMstands for abandonment. E&P materials, such as dril l ing cuttings, shall conform to thefollowing DOGM standards prior to surface abandonment: Electrical Conductivity

Closed Loop Mud Required? Y Liner Required? Y Liner Thickness 20 Pit UnderlaymentRequired? N

Other Observations / CommentsNo up grade of existing Grand County road systems is planned. Access road will beconstructed as a raised bed surface. Road system is prone to break up during spring thaw.Recommend dril l ing be avoided during the months of Feb-April on native surface roads. Roadsystem may require fresh water applicat ion to control dust in summer months.

Division of Wildlife Resources (DWR) comments that the project area lies within high valuemule deer/elk summer range. DWR recommends that mountain big sage and mountain browsecommunit ies be avoided with well pads and access roads being placed in pinyon/juniper orconifer trees.

Bart Kettle 1 2 / 3 / 2 0 1 3Evaluator Date / Time


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Dist. Nearest Municipal Well (ft) > 5 2 8 0 0Distance to Other Wells (feet) >1320 0

Native Soil Type Low permeability 0Fluid Type TDS>5000 and 10




Characteristics / RequirementsReserve pit will not be permitted at this site, a closed loop drilling system is beingproposed.

Completions pit/cuttings area will be permitted with a 20 mil liner as proposed.

All E&P materials, including drill cuttings, shall be contained in steel tanks or an approvedpit containing a synthetic liner until it can be demonstrated such materials meet DOGMstands for abandonment. E&P materials, such as drilling cuttings, shall conform to thefollowing DOGM standards prior to surface abandonment: Electrical Conductivity


Other Observations / CommentsNo up grade of existing Grand County road systems is planned. Access road will beconstructed as a raised bed surface. Road system is prone to break up during spring thaw.Recommend drilling be avoided during the months of Feb-April on native surface roads. Roadsystem may require fresh water application to control dust in summer months.

Division of Wildlife Resources (DWR) comments that the project area lies within high valuemule deer/elk summer range. DWR recommends that mountain big sage and mountain browsecommunities be avoided with well pads and access roads being placed in pinyon/juniper orconifer trees.

Bart Kettle 12/3/2013Evaluator Date / Time

RECEIVED: May 12,














RECEIVED: May 12,














RECEIVED: May 12,














RECEIVED: May 12,


Application for Permit to DrillStatement of Basis

Utah Division of Oil, Gas and Mining

APD No API WellNo Status Well Type Surf Owner CBM9 1 2 3 43019500390000 LOCKED OW S N oOperator ANADARKO E&P ONSHORE, LLC Surface Owner-APDWell Name Willow Ridge 1622-29D29M-MH1 UnitField WILDCAT Type of Work DRILL

Location NWNW 29 16S 22E S 660 FNL 200 FWL GPS Coord(UTM) 627134E 4361346N

Geologic Statement of BasisAnadarko E&P Onshore, LLC proposes to drill the well to a total depth of 9,318’ and plans toset surface casing from 0’-3,600’. The surface string will be drilled using a water basedmud. Within a one-mile radius there are no underground water r ights on fi le. The base ofthe moderately saline groundwater is approximately 4,500’ below the ground surface, basedon DNR Special Study #144. The Green River Formation is exposed at the surface at thislocation. The proposed location is in the recharge area for the aquifers of the Upper GreenRiver Formation and fresh water can be expected; these strata are l ikely to contain useablegroundwater and are within the interval to be protected by the surface casing string. Theoperator should be aware of the l ikel ihood of these and other units being water saturatedand to respond to protecting these zones by extending the surface casing as necessary. Theproposed casing and cement program should adequately isolate any shal low zonescontaining water.

Ammon McDonaldAPD Evaluator

1 2 / 3 0 / 2 0 1 3Date / Time

Surface Statement of BasisSurface evaluation completed December 3, 2013. In attendance: DOGM: Bart Kettle, DavidHackford. SITLA: Jim Davis. UDWR: Ben Williams, Daniel Cloward. Anadarko E&P: LauraAbrams, Doreen Green, Howdy Brown, Hal Blanchard, Doyle Holmes, Lovel Young, ChantillRecker, Trevor Hoopes, Raylee White. Timberline: Mitch Batty

Proposed well will be drilled using a closed loop mud circulating system. Drilling mediumwill be contained in steel mud tanks, dril l cuttings will be separated from drill ing mediumand captured in a steel trough or tank. All E&P materials, including drill cuttings, shall becontained in steel tanks or an approved pit containing a synthetic l iner until i t can bedemonstrated such materials meet DOGM stands for abandonment. E&P materials, such asdrill ing cuttings, shall conform to the following DOGM standards prior to surfaceabandonment: Electrical Conductivity Access road should be maintained as a raised bed road with a 2% slope to facili tate stormwater drainage from running surface. Rolling dips shall be constructed as needed to divertstorm water from running surface. Activity should be avoided during spring break up in themonths of Feb-Apri l

Suitable soils shall be salvaged for interim reclamation. Soils containing rock fragmentsshould not be salvaged. Tree and large woody debris should be piled separate from salvagetop soil .


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I


Utah Division of Oil, Gas and MiningI

APD No API WellNo Status Well Type Surf Owner CBM9123 43019500390000 LOCKED OW S NoOperator ANADARKO E&P ONSHORE, LLC Surface Owner-APD

Well Name Willow Ridge 1622-29D29M-MHl UnitField WILDCAT Type of Work DRILL

. NWNW 29 16S 22E S 660 FNL 200 FWL GPS CoordLocation(UTM) 627134E 4361346N

Geologic Statement of BasisAnadarko E&P Onshore, LLC proposes to drill the well to a total depth of 9,318' and plans toset surface casing from 0'-3,600'. The surface string will be drilled using a water basedmud. Within a one-mile radius there are no underground water rights on file. The base ofthe moderately saline groundwater is approximately 4,500' below the ground surface, basedon DNR Special Study #144. The Green River Formation is exposed at the surface at thislocation. The proposed location is in the recharge area for the aquifers of the Upper GreenRiver Formation and fresh water can be expected; these strata are likely to contain useablegroundwater and are within the interval to be protected by the surface casing string. Theoperator should be aware of the likelihood of these and other units being water saturatedand to respond to protecting these zones by extending the surface casing as necessary. Theproposed casing and cement program should adequately isolate any shallow zonescontaining water.

Ammon McDonald 12/30/2013APD Evaluator Date / Time


Proposed well will be drilled using a closed loop mud circulating system. Drilling mediumwill be contained in steel mud tanks, drill cuttings will be separated from drilling mediumand captured in a steel trough or tank. All E&P materials, including drill cuttings, shall becontained in steel tanks or an approved pit containing a synthetic liner until it can bedemonstrated such materials meet DOGM stands for abandonment. E&P materials, such asdrilling cuttings, shall conform to the following DOGM standards prior to surfaceabandonment: Electrical ConductivityAccess road should be maintained as a raised bed road with a 2% slope to facilitate stormwater drainage from running surface. Rolling dips shall be constructed as needed to divertstorm water from running surface. Activity should be avoided during spring break up in themonths of Feb-April

Suitable soils shall be salvaged for interim reclamation. Soils containing rock fragmentsshould not be salvaged. Tree and large woody debris should be piled separate from salvagetop soil.

RECEIVED: May 12,


I











RECEIVED: May 12,


I











RECEIVED: May 12,


I











RECEIVED: May 12,


Proposed project si te falls within crucial deer/elk summer range. Closures arerecommended from May 15-July 15 to prevent dis turbance along narrow band of summerrange located on Bookcliffs divide. Division of Wildlife Resources (DWR) recommends that mountain big sage and mountainbrowse communit ies be avoided. Well pads and access roads favor pinyon/juniper orconifer trees were possible.

Bart KettleOnsite Evaluator

1 2 / 3 / 2 0 1 3Date / Time

Conditions of Approval / Application for Permit to DrillCategory ConditionPits A closed loop mud circulation system is required for this location.Surface Drainages adjacent to the proposed pad shall be diverted around the location.Surface The reserve pit shall be fenced upon completion of dril l ing operations.Surface Suitable top soil shall be salvaged for interim reclamation.Surface Interim reclamation shall be completed within 12 months following well pad construction.Surface Fresh water shall be applied to access road and well pad to control dust as needed.Surface Cuttings area shall contain 18" berm to prevent entrance or exit of storm water and dril l ing fluids.


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Proposed project site falls within crucial deer/elk summer range. Closures arerecommended from May 15-July 15 to prevent disturbance along narrow band of summerrange located on Bookcliffs divide.Division of Wildlife Resources (DWR) recommends that mountain big sage and mountainbrowse communities be avoided. Well pads and access roads favor pinyon/juniper orconifer trees were possible.

Bart Kettle 12/3/20 13Onsite Evaluator Date / Time

Conditions of Approval / Application for Permit to DrillCategory ConditionPits A closed loop mud circulation system is required for this location.Surface Drainages adjacent to the proposed pad shall be diverted around the location.Surface The reserve pit shall be fenced upon completion of drilling operations.Surface Suitable top soil shall be salvaged for interim reclamation.Surface Interim reclamation shall be completed within 12 months following well pad construction.Surface Fresh water shall be applied to access road and well pad to control dust as needed.Surface Cuttings area shall contain 18" berm to prevent entrance or exit of storm water and drilling fluids.

RECEIVED: May 12,





RECEIVED: May 12,





RECEIVED: May 12,





RECEIVED: May 12,


WORKSHEETAPPLICATION FOR PERMIT TO DRILL

APD RECEIVED: 11/25 /2013 API NO. ASSIGNED: 43019500390000

WELL NAME: Willow Ridge 1622-29D29M-MH1

OPERATOR: ANADARKO E&P ONSHORE, LLC (N3940) PHONE NUMBER: 720 929-6029

CONTACT: Cara Mahler

PROPOSED LOCATION: NWNW 29 160S 220E Permit Tech Review:

SURFACE: 0660 FNL 0200 FWL Engineering Review:

BOTTOM: 0660 FSL 0200 FWL Geology Review:

COUNTY: GRAND

LATITUDE: 39.39225 LONGITUDE: -109.52365

UTM SURF EASTINGS: 627134.00 NORTHINGS: 4361346.00

FIELD NAME: WILDCAT

LEASE TYPE: 3 - State

LEASE NUMBER: ML-47569 PROPOSED PRODUCING FORMATION(S): DAKOTA

SURFACE OWNER: 3 - State COALBED METHANE: NO

RECEIVED AND/OR REVIEWED: LOCATION AND SITING:

PLAT R649-2 -3 .

Bond: STATE - 22013542 Unit:

Potash R649-3-2. General

Oil Shale 190-5

Oil Shale 190-3 R649-3-3. Exception

Oil Shale 190-13 Drilling Unit

Water Permit: 43-8496 Board Cause No: R649-3-2.6

RDCC Review: Effective Date:

Fee Surface Agreement Siting:

Intent to Commingle R649-3-11. Directional Drill

Commingling Approved

Comments: Presite Completed TEMP 640 ACRE SPACING:

Stipulations: 1 - Exception Location - bhill 5 - Statement of Basis - bhill 12 - Cement Volume (3) - hmacdonald 13 - Cement Volume Formation (3a) - hmacdonald 23 - Spacing - dmason 25 - Surface Casing - hmacdonald 26 - Temporary Spacing - dmason


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I

I

APD RECEIVED: 11/25/2013 API NO. ASSIGNED: 43019500390000







COUNTY: GRAND



FIELD NAME: WILDCAT




I

RECEIVED ANDIOR REVIEWED: LOCATION AND SITING:

PLAT R649-2-3.



Oil Shale 190-5








I

Comments: Presite CompletedTEMP 640 ACRE SPACING:

Stipulations: 1 - Exception Location - bhill5 - Statement of Basis - bhill12 - Cement Volume (3) - hmacdonald13 - Cement Volume Formation (3a) - hmacdonald23 - Spacing - dmason25 - Surface Casing - hmacdonald26 - Temporary Spacing - dmason

RECEIVED: May 12,



I

I








COUNTY: GRAND



FIELD NAME: WILDCAT




I


PLAT R649-2-3.



Oil Shale 190-5








I



RECEIVED: May 12,



I

I








COUNTY: GRAND



FIELD NAME: WILDCAT




I


PLAT R649-2-3.



Oil Shale 190-5








I



RECEIVED: May 12,



I

I








COUNTY: GRAND



FIELD NAME: WILDCAT




I


PLAT R649-2-3.



Oil Shale 190-5








I



RECEIVED: May 12,

Permit To Drill******************

Well Name: Willow Ridge 1622-29D29M-MH1API Well Number: 43019500390000

Lease Number: ML-47569Surface Owner: STATE Approval Date: 5 / 1 2 / 2 0 1 4

Issued to:ANADARKO E&P ONSHORE, LLC, P.O. Box 173779, Denver, CO 80217

Authority:Pursuant to Utah Code Ann. 40-6-1 et seq. , and Utah Administrat ive CodeR649-3-1 et seq., the Utah Division of Oil, Gas and Mining issues conditions ofapproval, and permit to drill the listed well. This permit is issued in accordancewith the requirements of R649-3-2.6. The expected producing formation or pool isthe DAKOTA Formation(s), completion into any other zones will require filing aSundry Notice (Form 9). Completion and commingling of more than one pool willrequire approval in accordance with R649-3-22.

Duration:This approval shall expire one year from the above date unless substantial andcontinuous operat ion is underway, or a request for extension is made prior to theexpirat ion date

Exception Location:Appropriate information has been submitted to DOGM and administrat ive approvalof the requested exception location is hereby granted.

General:Compliance with the requirements of Utah Admin. R. 649-1 et seq., the Oil and GasConservation General Rules, and the applicable terms and provisions of theapproved Application for permit to dril l .

Conditions of Approval:This proposed well is located in an area for which drilling units (well spacingpatterns) have not been established through an order of the Board of Oil , Gas andMining (the “Board”). In order to avoid the possibility of waste or injury tocorrelative rights, the operator is requested, once the well has been drilled,completed, and has produced, to analyze geological and engineering data generatedtherefrom, as well as any similar data from surrounding areas if available. As soonas is practicable after completion of i ts analysis, and if the analysis suggests anarea larger than the quarter-quarter section upon which the well is located is beingdrained, the operator is requested to seek an appropriate order from the Boardestablishing drill ing and spacing units in conformance with such analysis by fil inga Request for Agency Action with the Board.

State of Utaha DEPARTMENT OF NATURAL RESOURCES

-

.,5., MICHAEL R. STYLER

GARY R HERBERT E wcunw Drector

Gowrnor Division of Oil, Gas and MiningSPEINCERJ. COX JOHN R. HAZAL2euternal Gowtror DWslanDirector

Permit To Drillkkkkkkkkkkkkkkkkkk

Well Name: Willow Ridge 1622-29D29M-MHlAPI Well Number: 43019500390000

Lease Number: ML-47569Surface Owner: STATEApproval Date: 5/12/2014


Authority:Pursuant to Utah Code Ann. 40-6-1 et seq., and Utah Administrative CodeR649-3-1 et seq., the Utah Division of Oil, Gas and Mining issues conditions ofapproval, and permit to drill the listed well. This permit is issued in accordancewith the requirements of R649-3-2.6. The expected producing formation or pool isthe DAKOTA Formation(s), completion into any other zones will require filing aSundry Notice (Form 9). Completion and commingling of more than one pool willrequire approval in accordance with R649-3-22.

Duration:This approval shall expire one year from the above date unless substantial andcontinuous operation is underway, or a request for extension is made prior to theexpiration date

Exception Location:Appropriate information has been submitted to DOGM and administrative approvalof the requested exception location is hereby granted.

General:Compliance with the requirements of Utah Admin. R. 649-1 et seq., the Oil and GasConservation General Rules, and the applicable terms and provisions of theapproved Application for permit to drill.

Conditions of Approval:This proposed well is located in an area for which drilling units (well spacingpatterns) have not been established through an order of the Board of Oil, Gas andMining (the "Board"). In order to avoid the possibility of waste or injury tocorrelative rights, the operator is requested, once the well has been drilled,completed, and has produced, to analyze geological and engineering data generatedtherefrom, as well as any similar data from surrounding areas if available. As soonas is practicable after completion of its analysis, and if the analysis suggests anarea larger than the quarter-quarter section upon which the well is located is beingdrained, the operator is requested to seek an appropriate order from the Boardestablishing drilling and spacing units in conformance with such analysis by filinga Request for Agency Action with the


-














-














-













Cement volume for the 7 5/8" intermediate str ing shall be determined from actualhole diameter in order to place cement from the pipe set t ing depth back to 1500'MD as indicated in the submitted drill ing plan and tail cement to cover allhydrocarbon bearing horizons through to the Mesaverde.

Surface casing shall be cemented to the surface.

Compliance with the Conditions of Approval/Application for Permit to Drilloutlined in the Statement of Basis (copy attached).

Cement volume for the 5 1/2" - 4 1/2" tapered production str ing shal l bedetermined from actual hole diameter in order to place cement from the pipesetting depth back to 7575' MD to fully cement the lateral in the MN34 target.

A temporary 640 acre spacing unit is hereby established in Section *, Township *,Range * for the drilling of this well (R649-3-2.6). No other horizontal wells may bedrilled in this section unless approved by the Board of Oil, Gas and Mining.

Additional Approvals:The operator is required to obtain approval from the Division of Oil, Gas andmining before performing any of the following actions during the dril l ing of thiswell: • Any changes to the approved dri l l ing plan - contact Dustin Doucet • Significant plug back of the well - contact Dustin Doucet • Plug and abandonment of the well - contact Dustin Doucet

Notification Requirements:The operator is required to notify the Division of Oil, Gas and Mining of thefollowing actions during drilling of this well: • Within 24 hours following the spudding of the well - contact Carol Daniels OR submit an electronic sundry notice (pre-registration required) via the Utah Oil &Gas website at ht tp:/ /oi lgas.ogm.utah.gov • 24 hours prior to test ing blowout prevention equipment - contact Dan Jarvis • 24 hours prior to cementing or test ing casing - contact Dan Jarvis • Within 24 hours of making any emergency changes to the approved dril l ingp r o g r a m - contact Dustin Doucet • 24 hours pr ior to commencing operat ions to plug and abandon the well -contact Dan Jarvis

Contact Information:The following are Division of Oil, Gas and Mining contacts and their telephonenumbers (please leave a voicemail message if the person is not available to take thecall): • Carol Daniels 801-538-5284 - off ice • Dust in Doucet 801-538-5281 - off ice 801-733-0983 - after office hours • Dan Jarvis 801-538-5338 - office 801-231-8956 - after office hours

Cement volume for the 7 5/8" intermediate string shall be determined from actualhole diameter in order to place cement from the pipe setting depth back to 1500'MD as indicated in the submitted drilling plan and tail cement to cover allhydrocarbon bearing horizons through to the Mesaverde.



Cement volume for the 5 1/2" - 4 1/2" tapered production string shall bedetermined from actual hole diameter in order to place cement from the pipesetting depth back to 7575' MD to fully cement the lateral in the MN34 target.

A temporary 640 acre spacing unit is hereby established in Section *, Township *,

Range * for the drilling of this well (R649-3-2.6). No other horizontal wells may bedrilled in this section unless approved by the Board of Oil, Gas and Mining.

Additional Approvals:The operator is required to obtain approval from the Division of Oil, Gas andmining before performing any of the following actions during the drilling of thiswell:

• Any changes to the approved drilling plan - contact Dustin Doucet• Significant plug back of the well - contact Dustin Doucet• Plug and abandonment of the well - contact Dustin Doucet

Notification Requirements:The operator is required to notify the Division of Oil, Gas and Mining of thefollowing actions during drilling of this well:

• Within 24 hours following the spudding of the well - contact Carol DanielsORsubmit an electronic sundry notice (pre-registration required) via the Utah Oil &

Gas websiteat http://oilgas.ogm.utah.gov

• 24 hours prior to testing blowout prevention equipment - contact Dan Jarvis• 24 hours prior to cementing or testing casing - contact Dan Jarvis• Within 24 hours of making any emergency changes to the approved drilling

program- contact Dustin Doucet

• 24 hours prior to commencing operations to plug and abandon the well -

contact Dan Jarvis

Contact Information:The following are Division of Oil, Gas and Mining contacts and their telephonenumbers (please leave a voicemail message if the person is not available to take thecall):

• Carol Daniels 801-538-5284 - office• Dustin Doucet 801-538-5281 - office

801-733-0983 - after office hours• Dan Jarvis 801-538-5338 - office

801-231-8956 - after office















contact Dan Jarvis



















contact Dan Jarvis



















contact Dan Jarvis





Reporting Requirements:All reports, forms and submittals as required by the Utah Oil and Gas ConservationGeneral Rules will be promptly filed with the Division of Oil, Gas and Mining,including but not l imited to: • Entity Action Form (Form 6) - due within 5 days of spudding the well • Monthly Status Report (Form 9) - due by 5th day of the following calendarm o n t h • Requests to Change Plans (Form 9) - due prior to implementation • Written Notice of Emergency Changes (Form 9) - due within 5 days • Notice of Operations Suspension or Resumption (Form 9) - due prior toimplementa t ion • Report of Water Encountered (Form 7) - due within 30 days after completion • Well Completion Report (Form 8) - due within 30 days after completion orplugging

Approved By:

For John RogersAssociate Director, Oil & Gas

Reporting Requirements:All reports, forms and submittals as required by the Utah Oil and Gas ConservationGeneral Rules will be promptly filed with the Division of Oil, Gas and Mining,including but not limited to:

• Entity Action Form (Form 6) - due within 5 days of spudding the well• Monthly Status Report (Form 9) - due by 5th day of the following calendar

month• Requests to Change Plans (Form 9) - due prior to implementation• Written Notice of Emergency Changes (Form 9) - due within 5 days• Notice of Operations Suspension or Resumption (Form 9) - due prior to

implementation• Report of Water Encountered (Form 7) - due within 30 days after completion• Well Completion Report (Form 8) - due within 30 days after completion or

plugging

Approved By:

For John RogersAssociate Director, Oil &





plugging

Approved By:






plugging

Approved By:






plugging

Approved By:


RECEIVED: May. 06, 2015


DIVISION OF OIL, GAS, AND MINING

FORM 9

5.LEASE DESIGNATION AND SERIAL NUMBER: ML-47569

SUNDRY NOTICES AND REPORTS ON WELLS

Do not use this form for proposals to drill new wells, significantly deepen existing wells belowcurrent bottom-hole depth, reenter plugged wells, or to drill horizontal laterals. Use APPLICATIONFOR PERMIT TO DRILL form for such proposals.

6. IF INDIAN, ALLOTTEE OR TRIBE NAME:

7.UNIT or CA AGREEMENT NAME:

1. TYPE OF WELL Oil Well

8. WELL NAME and NUMBER: Willow Ridge 1622-29D29M-MH1

2. NAME OF OPERATOR: ANADARKO E&P ONSHORE, LLC

9. API NUMBER: 43019500390000

3. ADDRESS OF OPERATOR: PHONE NUMBER: P.O. Box 173779 , Denver, CO, 80217 720 929-6100 Ext

9. FIELD and POOL or WILDCAT: WILDCAT

4. LOCATION OF WELL FOOTAGES AT SURFACE: 0660 FNL 0200 FWL QTR/QTR, SECTION, TOWNSHIP, RANGE, MERIDIAN: Qtr/Qtr: NWNW Section: 29 Township: 16.0S Range: 22.0E Meridian: S

COUNTY: GRAND

STATE: UTAH

11.

CHECK APPROPRIATE BOXES TO INDICATE NATURE OF NOTICE, REPORT, OR OTHER DATA

TYPE OF SUBMISSION TYPE OF ACTION

NOTICE OF INTENTApproximate date work will start:

5 /6 /2015

SUBSEQUENT REPORTDate of Work Completion:

SPUD REPORTDate of Spud:

DRILLING REPORTReport Date:

ACIDIZE ALTER CASING CASING REPAIR

CHANGE TO PREVIOUS PLANS CHANGE TUBING CHANGE WELL NAME

CHANGE WELL STATUS COMMINGLE PRODUCING FORMATIONS CONVERT WELL TYPE

DEEPEN FRACTURE TREAT NEW CONSTRUCTION

OPERATOR CHANGE PLUG AND ABANDON PLUG BACK

PRODUCTION START OR RESUME RECLAMATION OF WELL SITE RECOMPLETE DIFFERENT FORMATION

REPERFORATE CURRENT FORMATION SIDETRACK TO REPAIR WELL TEMPORARY ABANDON

TUBING REPAIR VENT OR FLARE WATER DISPOSAL

WATER SHUTOFF SI TA STATUS EXTENSION APD EXTENSION

WILDCAT WELL DETERMINATION OTHER OTHER:

12. DESCRIBE PROPOSED OR COMPLETED OPERATIONS. Clearly show all pertinent details including dates, depths, volumes, etc.

Kerr-McGee Oil & Gas Onshore, L.P. (Kerr-McGee) respectfully requestsan extension to this APD for the maximum time allowed. Please contact

the undersigned with any questions and/or comments. Thank you.

NAME (PLEASE PRINT) PHONE NUMBER Joel Malefyt 720 929-6828

TITLE Regualtory Analyst

SIGNATURE N/A

DATE 5 /6 /2015

May 07, 2015

Sundry Number: 63136 API Well Number: 43019500390000Sundry Number: 63136 API Well Number: 43019500390000

FORM 9STATE OF UTAH

DEPARTMENTOF NATURALRESOURCES5.LEASE DESIGNATION AND SERIAL NUMBER:DIVISION OF OIL, GAS, AND MINING ML-47569

SUNDRY NOTICES AND REPORTS ON WELLS 6. IF INDIAN, ALLOTTEE OR TRIBE NAME:

Do not use this form for proposals to drill new wells, significantly deepen existing wells belowcurrent bottom-hole depth, reenter plugged wells, or to drill horizontal laterals. Use APPLICATION 7.UNITor CA AGREEMENT NAME:

FOR PERMIT TO DRILL form for such proposals.

1. TYPE OF WELL 8. WELL NAME and NUMBER:Oil Well Willow Ridge 1622-29D29M-MH1

2. NAME OF OPERATOR: 9. API NUMBER:ANADARKOE&PONSHORE,LLC 43019500390000

3. ADDRESS OF OPERATOR: PHONE NUMBER: 9. FIELD and POOL or WILDCAT:P.O. Box 173779 , Denver, CO, 80217 720 929-6100 Ext WILDCAT

4. LOCATION OF WELL COUNTY:FOOTAGES AT SURFACE: GRAND

0660 FNL 0200 FWLQTRIQTR, SECTION, TOWNSHIP, RANGE, MERIDIAN: STATE:

QtrlQtr: NWNW Section: 29 Township: 16.0S Range: 22.0E Meridian: S UTAH

CHECK APPROPRIATE BOXES TO INDICATENATURE OF NOTICE, REPORT, OR OTHER DATA


ACI DIZE ALTER CASING CASING REPAIRNOTICE OF INTENT

Approximate date work will start: CHANGE TO PREVIOUS PLANS CHANGE TUBING CHANGE WELL NAME

5/6/2015CHANGE WELL STATUS COMMINGLE PRODUCING FORMATIONS CONVERT WELL TYPE

SUBSEQUENT REPORT DEEPEN FRACTURE TREAT NEW CONSTRUCTIONDate of Work Completion:


PRODUCTION START OR RESUME RECLAMATION OF WELL SITE RECOMPLETE DIFFERENT FORMATIONSPUD REPORT

Date of Spud: REPERFORATE CURRENT FORMATION SIDETRACK TO REPAIR WELL TEMPORARY ABANDON


DRILLING REPORT WATER SHUTOFF SI TA STATUS EXTENSION APD EXTENSIONReport Date:

WILDCATWELLDETERMINATION OTHER OTHER:

12. DESCRIBE PROPOSED OR COMPLETED OPERATIONS. Clearly show all pertinent details including dates, depths, volumes, etc.Kerr-McGee Oil & Gas Onshore, L.P. (Kerr-McGee) respectfully requests Approved by thean extension to this APD for the maximum time allowed. Please contact Udaly Dik,išil6Ih5ef

the undersigned with any questions and/or comments. Thank you. Oil, Gas and Mining

Date:

NAME (PLEASE PRINT) PHONE NUMBER TITLEJoel Malefyt 720 929-6828 Regualtory Analyst

SIGNATURE DATEN/A 5/6/2015

RECEIVED: May. 06,

Sundry Number: 63136 API Well Number: 43019500390000

FORM 9STATE OF UTAH

























Date:



RECEIVED: May. 06,


FORM 9STATE OF UTAH

























Date:



RECEIVED: May. 06,


The Utah Division of Oil, Gas, and Mining

- State of Utah- Department of Natural Resources

Electronic Permitting System - Sundry Notices

Request for Permit Extension Validation Well Number 43019500390000

API: 43019500390000Well Name: Willow Ridge 1622-29D29M-MH1

Location: 0660 FNL 0200 FWL QTR NWNW SEC 29 TWNP 160S RNG 220E MER SCompany Permit Issued to: ANADARKO E&P ONSHORE, LLC

Date Original Permit Issued: 5 /12 /2014

The undersigned as owner with legal rights to drill on the property as permitted above, hereby verifies that theinformation as submitted in the previously approved application to drill, remains valid and does not require revision.Following is a checklist of some items related to the application, which should be verified.

If located on private land, has the ownership changed, if so, has the surface agreement been updated? Yes No

Have any wells been drilled in the vicinity of the proposed well which would affect the spacing or sitingrequirements for this location? Yes No

Has there been any unit or other agreements put in place that could affect the permitting or operation of thisproposed well? Yes No

Have there been any changes to the access route including ownership, or rightof- way, which could affect theproposed location? Yes No

Has the approved source of water for drilling changed? Yes No

Have there been any physical changes to the surface location or access route which will require a change inplans from what was discussed at the onsite evaluation? Yes No

Is bonding still in place, which covers this proposed well? Yes No

Signature: Joel Malefyt Date: 5 /6 /2015

Title: Regualtory Analyst Representing: ANADARKO E&P ONSHORE, LLC


UTAH

DNR The Utah Division of Oil, Gas, and Mining'


Electronic Permitting System - Sundry NoticesOTI. EMI Pr N1NTrie



Location: 0660 FNL 0200 FWL QTR NWNW SEC 29 TWNP 160S RNG 220E MER SCompany Permit Issued to: ANADARKOE&P ONSHORE, LLC

Date Original Permit Issued: 5/12/2014


* If located on private land, has the ownership changed, if so, has the surface agreement been updated? OYes No

• Have any wells been drilled in the vicinity of the proposed well which would affect the spacing or sitingrequirements for this location? O Yes No

• Has there been any unit or other agreements put in place that could affect the permitting or operation of thisproposed well? (_) Yes No

• Have there been any changes to the access route including ownership, or rightof- way, which could affect theproposed location? O Yes i No

· Has the approved source of water for drilling changed? O Yes No

• Have there been any physical changes to the surface location or access route which will require a change inplans from what was discussed at the onsite evaluation? Yes No

' Is bonding still in place, which covers this proposed well? Yes No

Signature: Joel Malefyt Date: 5/6/2015Title: Regualtory Analyst Representing: ANADARKOE&P ONSHORE, LLC

RECEIVED: May. 06,


UTAH

















RECEIVED: May. 06,


UTAH

















RECEIVED: May. 06,



DIVISION OF OIL, GAS, AND MINING

FORM 9

5.LEASE DESIGNATION AND SERIAL NUMBER: ML-47569

SUNDRY NOTICES AND REPORTS ON WELLS

Do not use this form for proposals to drill new wells, significantly deepen existing wells belowcurrent bottom-hole depth, reenter plugged wells, or to drill horizontal laterals. Use APPLICATIONFOR PERMIT TO DRILL form for such proposals.

6. IF INDIAN, ALLOTTEE OR TRIBE NAME:

7.UNIT or CA AGREEMENT NAME:

1. TYPE OF WELL Oil Well

8. WELL NAME and NUMBER: Willow Ridge 1622-29D29M-MH1

2. NAME OF OPERATOR: ANADARKO E&P ONSHORE, LLC

9. API NUMBER: 43019500390000

3. ADDRESS OF OPERATOR: PHONE NUMBER: P.O. Box 173779 , Denver, CO, 80217 720 929-6507 Ext

9. FIELD and POOL or WILDCAT: WILDCAT

4. LOCATION OF WELL FOOTAGES AT SURFACE: 0660 FNL 0200 FWL QTR/QTR, SECTION, TOWNSHIP, RANGE, MERIDIAN: Qtr/Qtr: NWNW Section: 29 Township: 16.0S Range: 22.0E Meridian: S

COUNTY: GRAND

STATE: UTAH

11.

CHECK APPROPRIATE BOXES TO INDICATE NATURE OF NOTICE, REPORT, OR OTHER DATA


NOTICE OF INTENTApproximate date work will start:

5 /2 /2016

SUBSEQUENT REPORTDate of Work Completion:

SPUD REPORTDate of Spud:

DRILLING REPORTReport Date:

ACIDIZE ALTER CASING CASING REPAIR

CHANGE TO PREVIOUS PLANS CHANGE TUBING CHANGE WELL NAME

CHANGE WELL STATUS COMMINGLE PRODUCING FORMATIONS CONVERT WELL TYPE

DEEPEN FRACTURE TREAT NEW CONSTRUCTION


PRODUCTION START OR RESUME RECLAMATION OF WELL SITE RECOMPLETE DIFFERENT FORMATION

REPERFORATE CURRENT FORMATION SIDETRACK TO REPAIR WELL TEMPORARY ABANDON


WATER SHUTOFF SI TA STATUS EXTENSION APD EXTENSION

WILDCAT WELL DETERMINATION OTHER OTHER:

12. DESCRIBE PROPOSED OR COMPLETED OPERATIONS. Clearly show all pertinent details including dates, depths, volumes, etc.

Kerr-McGee Oil & Gas Onshore, L.P. (Kerr-McGee) respectfully requestsan extension to this APD for the maximum time allowed. Please contact

the undersigned with any questions and/or comments. Thank you.

NAME (PLEASE PRINT) PHONE NUMBER Joel Malefyt 720 929-6828

TITLE Regualtory Analyst

SIGNATURE N/A

DATE 5 /2 /2016

May 09, 2016


FORM 9STATE OF UTAH























12. DESCRIBE PROPOSED OR COMPLETED OPERATIONS. Clearly show all pertinent details including dates, depths, volumes, etc.Kerr-McGee Oil & Gas Onshore, L.P. (Kerr-McGee) respectfully requests Approved by thean extension to this APD for the maximum time allowed. Please contact Udaly DBr,išil6Ih6ef


Date:



RECEIVED: May. 02,


FORM 9STATE OF UTAH























12. DESCRIBE PROPOSED OR COMPLETED OPERATIONS. Clearly show all pertinent details including dates, depths, volumes, etc.Kerr-McGee Oil & Gas Onshore, L.P. (Kerr-McGee) respectfully requests Approved by thean extension to this APD for the maximum time allowed. Please contact Udaly DBr,išil6Ih6ef


Date:



RECEIVED: May. 02,


The Utah Division of Oil, Gas, and Mining


Electronic Permitting System - Sundry Notices



Location: 0660 FNL 0200 FWL QTR NWNW SEC 29 TWNP 160S RNG 220E MER SCompany Permit Issued to: ANADARKO E&P ONSHORE, LLC

Date Original Permit Issued: 5 /12 /2014


If located on private land, has the ownership changed, if so, has the surface agreement been updated? Yes No

Have any wells been drilled in the vicinity of the proposed well which would affect the spacing or sitingrequirements for this location? Yes No

Has there been any unit or other agreements put in place that could affect the permitting or operation of thisproposed well? Yes No

Have there been any changes to the access route including ownership, or rightof- way, which could affect theproposed location? Yes No

Has the approved source of water for drilling changed? Yes No

Have there been any physical changes to the surface location or access route which will require a change inplans from what was discussed at the onsite evaluation? Yes No

Is bonding still in place, which covers this proposed well? Yes No

Signature: Joel Malefyt Date: 5 /2 /2016

Title: Regualtory Analyst Representing: ANADARKO E&P ONSHORE, LLC


UTAH

















RECEIVED: May. 02,


UTAH

















RECEIVED: May. 02,

State of UtahDEPARTMENT OF NATURAL RESOURCES

"A MICHAEL R. STYLER

GARY R. HERBERT Executive Director May 16, 2017Governor Division of Oil, Gas and Mining

SPENCER J. COX JOHN R. BAZALieutenant Governor Division Director

Anadarko E&P Onshore, LLC1201 Lake Robbins Dr.The Woodlands, TX 77380

Re: APD Rescinded - Willow Ridge 1622-29D29M-MHI,Sec. 29, T. 16S, R. 22E, Grand County, Utah API No. 43-019-50039

Ladies and Gentlemen:

The Application for Permit to Drill (APD) for the subject well wasapproved by the Division of Oil, Gas and Mining (Division) on May 12, 2014. OnMay 5, 2015 and May 9, 2016 the Division granted a one-year APD extension.No drilling activity at this location has been reported to the division. Therefore,approval to drill the well is hereby rescinded, effective May 16, 2017.

A new APD must be filed with this office for approval prior to thecommencement of any future work on the subject locations.

If any previously unreported operations have been performed on this welllocation, it is imperative that you notify the Division immediately.

Sincerely,

la a MasonEnvironmental Scientist

ec: Well FileSITLA, Ed Bonner

I

UTAH

DNR1594 West North Temple, Suite 1210, Salt Lake City, UT 84116PO Box 145801, Salt Lake City, UT 84114-5801telephone (80 L)538-5340 •facsimile (801) 359-3940 . TTY (80 l) 538-7458 • www ogm utah.gov

OIL, GAS &

api well number: 43019500390000 api well numberapi well number: 43019500390000 & 2 1 ), ' (...

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