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Home My WebLink About1.0 ApplicationWPXENERGY.,ism= WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor GARFIELD COUNTY, COLORADO ADMINISTRATIVE REVIEW - LAND USE CHANGE PERMIT JULY 2014 Table of Contents KP 24-8 Booster Compressor July 2014 Land Use Change Permit — Administrative Review Process 4-101.A Pre -application meeting with County 4-203.B General Application Materials 4-203.B.1. Application Form 4-203.6.1.a Authorized representative 4-203.B.1.b. Applicant is not the sole owner 4-203.B.1.c Applicant is an entity/ SUA 4-203.6.2 Ownership/Deed 4-203.6.3 Adjacent property owners and mineral owners and lessees 4-203.6.4 Fees/Agreement to pay 4-203.6.5 Project Description 4-203.0 Vicinity map 4-203.D Site Plan 4-203.E Grading and Drainage 4-203.G Impact Analysis Adjacent land use and neighboring properties 4-203.G.1. within 1,500 radius 4-203.G.2. Site Features 4-203.G.3. Soil Characteristics 4-203.G.4. Geology and Hazard 4-203.G.5. Groundwater and Aquifer Recharge Areas 4-203.G.6. Environmental Impacts Nuisance - noise, vapor, dust, smoke, glare or 4-203.G.7. vibration - viewshed, color Table of Contents KP 24-8 Booster Compressor July 2014 4-203.G.8. Hours of operation 4-203.J Development Agreement 4-203.K Improvement Agreement 4-203.L. Traffic Study 4-203.M. Water Supply and Distribution Plan 4-203.N. Wastewater Distribution Plan Article 7 Standards 7-101 Zone district regulations Comprehensive plan and intergovernmental 7-102 agreements 7-103 Compatibility 7-104 Source of Water Central Water Distribution and Wastewater 7-105 Systems 7-106 Public Utilities 7-107 Access and Roadways 7-108 Use of land subject to natural hazards 7-109 Fire protection 7-201 Agricultural Lands 7-202 Wildlife habitat areas 7-203 Protection of waterbodies 7-204 Drainage and erosion 7-205 Environmental Quality - Air/Water 7-206 Wildfire hazards 7-207 Natural and geologic hazards Table of Contents KP 24-8 Booster Compressor July 2014 7-208 Reclamation 7-301 Compatible design 7-302 Off-street parking and loading standards 7-303 Landscaping standards 7-304 Lighting standards 7-305 Snow storage standards 7-306 Trail and walkway standards 7-1001 Industrial use Other Permits BLM Sundry federal wells being boosted COGCC Sundry for booster compressor CDPHE GP -02 2D Viewshed Analysis GarfieldCounty September 15, 2014 Bryan S. Hotard 1058 County Road 215 Parachute, CO 81635 Community Development 108 8th Street, Suite 40], Glenwood Springs, CO 81601 Office: 970-945-8212 Fax: 970-384-3470 RE: Administrative Review WPX Energy KP24-8 Booster Compressor (File GAPA-8028) Dear Bryan: This letter is being provided to you as the representative for the WPX Energy KP24-8 Booster Compressor Application, on property owned by the Richard and Mary Jolley Family LLLP. The property is located off of County Road 311 south of the Town of New Castle, between Garfield Creek and Divide Creek Roads. The drill pad is located within Section 8, T6S, R91W on an overall parcel 1400+ acres in size and known by Assessor's Parcel No. 2181-172-00-086. Thank you for your supplemental responses to our completeness letter. This letter is to inform you that your application has been deemed Technically Complete. Please understand that a determination of technical completeness shall not be viewed as a recommendation of approval, finding of an adequate application, or a finding of general compliance with any goal or objective of the Land Use and Development Code or the Garfield County Comprehensive Plan 2030. The Application will be reviewed by Staff and a report will be sent to you. The date upon which the Director of the Community Development Department will render a decision has been set for October 14, 2014. Public notice at least 15 days prior to the Director's Decision is required by written notice by certified mail, to the owners of record of all property adjacent to the property within a 200 ft. radius and to the mineral owners of record for the Applicant's property. The Applicant shall be solely responsible for the mailing of the notice. The Applicant shall present proof of the required notice to the Community Development Department prior to the Director's Decision. Pursuant to Section 4-103(6)(3) of the Land Use and Development Code, the notice shall include a vicinity map, the property's legal description, a short narrative describing the current zoning and proposed land use change, the contact information for the Community Development Department and the date that the Director will make a decision. have enclosed an appropriate notice for the Director's Decision, for your convenience. This document is provided to you as a courtesy and the Applicant must verify that all information in the notice is correct and attach or insert the legal description and vicinity map. It shall be the obligation of the Applicant to correct any deficiencies in the public notice such that proper notice in form and substance can be established. Included for your convenience is the following outline of the process from this point. 1. Your Application has been determined to be complete. 2. Extra copies of the Application should be received by September 18th and sent to referral agencies with comments due by October 9th 3. Public Notice must be mailed by the Applicant no later than September 29th 4. Applicant will provide the proof of mailing prior to the Director's Decision. 5. On October 14th, the Director of the Community Development Department will render a Decision to approve, approve with conditions or deny the application. 6. The Board of County Commissioners will be provided notice of the Director's decision and have a 10 days call-up period to request a public hearing. 7. If the "call up" time period expires without a request for a hearing, the decision will become final. 8. Once all conditions of approval have been met the Land Use Change permit will be prepared for presentation to the Director for signature and recording. Please submit by September 18th, 2 additional hardcopies of your complete application and 10 additional copies on CDs or memory cards. Please contact me if you have any questions or need clarification regarding the processing of your application and the public notice requirements. Sincerely, /7% Glenn Hartmann Senior Planner 2 PUBLIC NOTICE TAKE NOTICE that the Richard and Mary Jolley Family LLLP, in conjunction with WPX Energy Rocky Mountain LLC has applied to the Community Development Department Director, Garfield County, State of Colorado, to request an Administrative Review for a Booster Compressor on property situated in the County of Garfield, State of Colorado; to - wit: Legal Description: TO BE INSERTED OR ATTACHED BY THE APPLICANT Practical Description: Description of Request: Vicinity Map: The property is located approximately 4 miles east of the Town of Silt and approximately 4 miles west of the Town of New Castle, on a private road off of County Road 311. The property is known by Assessor's Parcel No. 2181-172-00-086. WPX Energy is requesting approval to install and operate one compressor for artificial gas lift to serve wells on the existing KP24-8 oil and gas drilling location. The booster compressor will be used for artificial lift to add gas velocity and will be housed in a steel building. The property is zoned Rural. The File No. is GAPA-8028. VICINITY MAP TO BE ATTACHED BY THE APPLICANT All persons affected by the proposed Administrative Review for a Booster Compressor are invited to comment regarding the application. You may state your views by letter or you may call the Community Development Department at (970) 945-8212 regarding the application. The Director will give consideration to the comments of surrounding property owners, and others affected, in deciding whether to approve, approve with conditions or deny the request. The application may be reviewed at the office of the Community Development Department located at 108 8th Street, Suite 401, Garfield County Plaza Building, Glenwood Springs, Colorado between the hours of 8:30 a.m. and 5:00 p.m., Monday through Friday. The Director will make a decision on this application on October 14, 2014. Any comments to be considered must be received prior to that date. Community Development Department Garfield County August 18, 2014 Bryan Hotard WPX Energy 1058 County Road 215 Parachute, CO 81635 Garfield County Community Development 108 8th Street. Suite 401, Glenwood Springs, CO 81601 Office: 970-945-8212 Fax: 970-384-3470 RE: Completeness Review WPX Energy KP 24-8 Booster Compressor (File GAPA-8028) Dear Bryan: We have reviewed your application for a Booster Compressor known as the KP24-8 Booster Compressor, located off of County Road 311 south of the Town of New Castle, between Garfield Creek and Divide Creed Roads. Our completeness review has noted a couple items that need to be addressed prior to a determination of technical completeness. Please respond to the following items: 1. The Application needs to address ownership of the property as the current deed only address 60% ownership by the Richard and Mary Jolley Family LLLP. 2. The ownership clarification should resolve any additional authorizations to represent and statements of authority questions. 3. The adjacent property owners within 200 ft. list needs to be updated to address several additional owners. The Application also needs to identify any owners of mineral rights on the subject property. 4. Title work on the property needs to be provided in part to clarify the status of several oil and gas leases that exist on the property. This is a topic that the County Attorney's Office has requested and will be reviewing. 5. Additional documentation regarding the access across BLM property needs to be provided. The Access Easement documented in Reception No. 786323 includes an Exhibit B. A more legible copy of the exhibit needs to be provided. 6. The Traffic Study and Roadway Waiver request needs to be updated to include who prepared the study, their credentials (licensed professional engineer), and a more clear determination/statement of the adequacy of the roadway. Once the above information/topics are addressed we can finalize our completeness review, schedule a date for your Director's Decision. Also, once determined to be complete, you will need to provide additional copies of the submittal materials to send to referral agencies. Please note that the Garfield County Land Use and Development Code requires that the technical completeness issues be resolved within 60 -days of the date of this letter, otherwise the application will be deemed withdrawn unless a request for extension is submitted and approved. Please feel free to contact me any questions on the completeness topics noted above. We look forward to scheduling your public hearing as soon as possible. Sincerely, Glenn Hartmann Senior Planner 4-101.A Pre -Application meeting with Garfield County Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE -APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2181-281-000-91 PROJECT: Booster Compressor OWNER: Jolley Family, Richard and Mary, LLLP REPRESENTATIVE: Ashlee Fechino ashlee.fechino@wpxenergy.com DATE: June 9, 2014 Updated: July 16, 2014 PRACTICAL LOCATION: Section 8, Township 6 South, Range 91 West — Southwest of the Town of New Castle between County Road 312 and County Road 311. ZONING: Rural TYPE OF APPLICATION: Administrative Review I. GENERAL PROJECT DESCRIPTION Applicant seeks a Land Use Change Permit for a Booster Compressor that will be located on a well pad in WPX's Kokopelli Field. The booster compressor will be run by a horsepower generator approximately 1,200 to 1,400 horsepower and the compressor will be 14 feet by 36 feet in size. Booster Compressors are defined by the 2013 Land Use and Development Code, as amended (LUDC) as: Compressor, Booster. Typically consists of a single compressor unit located on an existing well pad and is generally skid mounted. Multiple well pads may require additional booster compressor units. Booster compressors are commonly used for artificial lift to add gas velocity. The subject parcel is located on Jolley Mesa and access is via a private road from CR 311, Divide Creek Road. The area is used primarily for Oil & Gas related activities. Applicant will be submitting a sundry to an existing Form 2A Location Assessment, and should submit evidence of the relevant COGCC submission and approval as well as BLM permits to the County. The 1,400 acre site is located on a mesa adjacent to public lands and administered by the BLM. Zoning of the parcel is Rural and the Garfield County Comprehensive Plan Future Land Use Map designates the parcel as Residential Medium High. Water and sanitation to serve the use is proposed to be minimal as employees will be on the site intermittently and those trips will typically be associated with overall field operations in the vicinity. Demonstration of adequate water and sanitation are required through the provision of a water supply plan that will describe the employee transport of water on their vehicles and sanitation provision with a porta-potty on site that will serve the overall pad operations. Access to the site is via a private road that crosses numerous private and, potentially, public lands. Applicant is required to demonstrate that both legal and physical access is provided to the site. This will require provision of easements or agreements as well as information related to the specifications of the physical roadway. The specifications for the access should demonstrate compliance with road standards itemized in Section 7-107 of the LUDC. If road specifications are not compliant minimum County standards then a waiver should be requested from compliance with components of 7-107. For additional information on these requirements please see attached Policy 01-14. Traffic generated by the use is described as minimal, with trips generated primarily for several (3-4) days of installation of the compressor on the well pad. Employees associated with maintenance and repair will most likely be on the mesa to maintain other facilities in the field therefore this use may not generate any trips that would not already be occurring. Applicant will provide a brief summary of proposed traffic and request a waiver from the submittal requirement for a traffic study prepared by a qualified individual. See below for further information on waiver requests. Standards related to nuisance issues — noise, vibration, etc. The Applicant states that the booster compressor will be enclosed with sound attenuation. A sound survey is required to demonstrate compliance with COGCC noise standards and specifications for the booster compressor should be provided or summarized with regard to vibration. The Compressor will be utilized 24 hours a day, 7 days a week thus requiring a request for waiver from hours of operation specified in Section 7-1001 of the LUDC. Waiver from Submittal Requirements (granted by Director of Community Development): The Applicant seeks, and has preliminarily been granted, waiver of submittal requirements for the following requirements: 1. Development Agreement (4-203 J.); 2. Improvements Agreement (4-203 K.); 3. Traffic Study (4-203 L.). Request for waiver of submittal requirements necessitates Applicant provision of information based upon the review criteria for the granting of the waiver, see Section 4-202 of the LUDC. This is simply a statement that responds to the criteria to demonstrate that the information is unnecessary in determining if the use satisfies the standards of the code. Waiver from Standards (granted by Board of County Commissioners: The Applicant plans to request waiver of the following standards: 1. Hours of Operation 7-1001 H. requires operation within the hours of 7 am to 7 pm. The booster compressor will operate 24 hours a day, 7 days a week. 2. Road Standards — standards contained in 7-107 must be met in order for safe and adequate access to site to be determined. Should standards not be met then a waiver must be requested for each of the components. For example road grade may be an issue if it exceeds 10%, as well if the road does not meet minimum ROW and surface widths then a request is required to deviate from the minimum standard. 3. Others as may be determined necessary. Request for waiver of standards are made pursuant to Section 4-118 which contains criteria that must be addressed by the Applicant. The Director, in his decision will make a determination as to the appropriateness of waiving the requested standards. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Garfield County Land Use and Development Code, as amended (LUDC) - Sections: 4-101 Common Review Procedures 4-103 Administrative Review 4-118 Waiver of Standards Table 4-201 Application Materials 4-202 Waiver of Submittal Requirements 4-203 Description of Application Materials Article 7 — Standards, Divisions 1, 2, 3 7-1001— Standards for Industrial Uses 111. REVIEW PROCESS The process to accommodate these requests shall require Administrative review for a Land Use Change Permit pursuant to the LUDC. A. Pre -application Conference. B. Application Submittal. C. Determination of Completeness. D. Schedule Director Decision date and provide documentation regarding notice requirements. E. Additional copies of application requested and sent to referral agencies. F. Evaluation by Staff resulting in a Staff Report. G. Director decision issued based upon review of application and staff report. H. Notice provided to the BOCC for review of decision during the 10 -day call-up period. I. If no call-up requested within the 10 -day period the decision will be final. J. Issuance of Land Use Change Permit upon compliance with any required conditions. 311) IV. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101.E. No public hearings are required, however, mailed notice 15 days prior to the date of the Director's Decision is necessary. This mailing shall be sent to Adjacent Property Owners within 200 feet of the subject property and all mineral owners of interest. V. REFERRALS Referral will be sent to the following agencies: • • • . • . • . • • Garfield County reviewing Engineer, Garfield County Road & Bridge, Garfield County Environmental Health, Garfield County Oil and Gas Liaison, CDPHE, Town of New Castle, Colorado Parks and Wildlife, Bureau of Land Management Fire District, and Others as may be determined upon review of the application VI. SUBMITTAL REQUIREMENTS 4-203.B General Application Materials a. Application form; b. Agreement to pay; c. Deed; d. Statements of Authority as necessary; e. Letter of Authorization if necessary; f. Names and mailing addresses of mineral owners of subject site; g. Names and mailing addresses of owners of property within 200 feet of subject site (parcel); h. Assessor map indicating the above properties; i. Narrative of project 4-203.0 Vicinity Map 4-203.D Site Plan - may be contained on multiple pages 4-203.E Grading and Drainage — must include calculations for drainage 4-203.F Impact Analysis - response shall refer to supporting studies 4-203. J Development Agreement - Waived 4-203.K Improvements Agreement - Waived 4-203.L Traffic Study — Waived, but narrative explanation required 4-203.M Water Supply and Distribution Plan 4-203.N Wastewater Management and System Plan Response to Article 7, Divisions 1, 2, and 3 and 1001— response shall refer to supporting studies 4 1 P a Pursuant to Section 4-202 of the LUDC the Applicant may request a waiver from some of these submittal requirements. VII. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Planning Review Fees: $ 250.00 - Plus Staff time charged at hourly rate of $40.50 Reviewing Engineer: $ Hourly Rate Recordation: $ (N/A) Total Deposit: $ 250.00 General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre -application Summary Prepared by: July 16, 2014 Tamra Allen, Planning Manager Date 5 1 P Garfield County Community Development Department 108 86 Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE -APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2181-172-00-086 PROJECT: Booster Compressor OWNER: Richard and Mary Jolley Family Trust REPRESENTATIVE: Ashlee Lane ashlee.lane c&mpxenergy.com Brad Moss brad.moss(a�wpxenergy.com PRACTICAL LOCATION: Section 8, Township 6 South, Range 91 West — Southwest of the Town of New Castle between Garfield Creek and Divide Creek TYPE OF APPLICATION: Administrative Review DATE: June 9, 2014 I. GENERAL PROJECT DESCRIPTION Applicant seeks a Land Use Change Permit for a Booster Compressor that will be located on a well pad in WPX's Kokopelli Field. The booster compressor will be run by a 1200 to 1400 horsepower generator and the compressor size is approximately 14' x 36'. Booster Compressors are defined by the 2013 Land Use and Development Code, as amended (LUDC) as: Compressor, Booster. Typically consists of a single compressor unit located on an existing well pad and is generally skid mounted. Multiple well pads may require additional booster compressor units. Booster compressors are commonly used for artificial lift to add gas velocity. The subject parcel is located on Jolley Mesa and access is via a private road from CR 311, Divide Creek or CR 335, Colorado River Road. The area is used primarily for Oil & Gas related activities. Applicant will submit APD information and GOCGG permits as applicable. The 1,400 -acre site is located on a mesa adjacent to public lands administered by the BLM. Zoning of the parcel is Rural and the Garfield County Comprehensive Plan Future Land Use Map designates the parcel as Residential Medium High. 11Paarc Water and sanitation to serve the use is proposed to be minimal as employees will be on the site intermittently and those trips will typically be associated with overall field operations in the vicinity. Demonstration of adequate water and sanitation are required through the provision of a water supply plan that will describe the employee transport of water on their vehicles and sanitation provision with a porta-potty on site that will serve the overall pad operations. Access to the site is via a private road that crosses numerous private and, potentially, public lands. Applicant is required to demonstrate that both legal and physical access is provided to the site. This will require provision of easements or agreements as well as information related to the specifications of the physical roadway. The specifications for the access should demonstrate compliance with road standards itemized in Section 7-107 of the LUDC. If road specifications are not compliant minimum County standards then a waiver shall be requested from compliance with components of 7-107. For additional information on these requirements please see attached Policy 01-14. Traffic generated by the use is described as minimal, with trips generated primarily for several days of installation of the compressor on the well pad. Employees associated with maintenance and repair will most likely be on the mesa to maintain other facilities in the field therefore this use may not generate any trips that would not already be occurring. Applicant will provide a brief summary of proposed traffic and request a waiver from the submittal requirement for a traffic study prepared by a qualified individual. See below for further information on waiver requests. Standards related to nuisance issues — noise, vibration, etc. The Applicant states that the booster compressor will be enclosed with sound attenuation. A sound survey is required to demonstrate compliance with COGCC noise standards and specifications for the booster compressor should be provided or summarized with regard to vibration. The Compressor will be utilized 24 hours a day, 7 days a week thus requiring a request for waiver from hours of operation specified in Section 7-1001 of the LUDO. Waiver from Submittal Requirements (granted by Director of Community Development): The Applicant seeks, and has preliminarily been granted, waiver of submittal requirements for the following requirements: 1. Development Agreement (4-203 J.); 2. Improvements Agreement (4-203 K.); 3. Traffic Study (4-203 L.). Request for waiver of submittal requirements necessitates Applicant provision of information based upon the review criteria for the granting of the waiver, see Section 4-202 of the LUDC. This is simply a statement that responds to the criteria to demonstrate that the information is unnecessary in determining if the use satisfies the standards of the code. Waiver from Standards (granted by Board of County Commissioners: The Applicant plans to request waiver of the following standards: 21Page 1. Hours of Operation 7-1001 H. requires operation within the hours of 7 am to 7 pm. The booster compressor will operate 24 hours a day, 7 days a week. 2. Road Standards — standards contained in 7-107 must be met in order for safe and adequate access to site to be determined. Should standards not be met then a waiver must be requested for each of the components. For example road grade may be an issue if it exceeds 10%, as well if the road does not meet minimum ROW and surface widths then a request is required to deviate from the minimum standard. 3. Others as may be determined necessary. Request for waiver of standards are made pursuant to Section 4-118 which contains criteria that must be addressed by the Applicant. The Board of County Commissioners will make a determination in the public hearing on the appropriateness of waiving the requested standards. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Garfield County Land Use and Development Code, as amended (LUDC) - Sections: 4-101 Common Review Procedures 4-103 Administrative Review 4-201 Application Materials 4-202 Description of Application Materials Article 7 — Standards, Divisions 1, 2, 3 and 7-1001 (Industrial Use) III. REVIEW PROCESS The process to accommodate these requests shall require Administrative review for a Land Use Change Permit pursuant to the LUDC. A. Pre -application Conference. B. Application Submittal. C. Determination of Completeness. D. Schedule Director Decision date and provide documentation regarding notice requirements. E. Additional copies of application requested and sent to referral agencies. F. Evaluation by Staff resulting in a Staff Report. G. Director decision issued based upon review of application and staff report. H. Notice provided to the BOCC for review of decision during the 10 -day call-up period. I. If no call-up requested within the 10 -day period the decision will be final. J. Issuance of Land Use Change Permit upon compliance with any required conditions. IV. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101.E. None Referral will be sent to the following agencies: 31Page Garfield County reviewing Engineer, Road & Bridge, Environmental Health, CHPHE, Town of New Castle, BLM, Parks and Wildlife, Fire District, others as may be determined upon review of the application V. SUBMITTAL REQUIREMENTS A. General Application Materials a. Application form; b. Agreement to pay; c. Deed; d. Statements of Authority as necessary; e. Letter of Authorization if necessary; f. Names and mailing addresses of mineral owners of subject site; g. Names and mailing addresses of owners of property within 200 feet of subject site (parcel); h. Assessor map indicating the above properties; i. Narrative of project B. Vicinity Map C. Site Plan - may be contained on multiple pages D. Grading and Drainage — must include calculations for drainage E. Impact Analysis F. Development Agreement - Waived G. Improvements Agreement - Waived H. Traffic Study — Waived, but narrative explanation required I. Water Supply J. Wastewater Management K. Response to Impact Analysis — response shall refer to supporting studies L. Response to Article 7, Divisions 1, 2, and 3 and 1001 — response shall refer to supporting studies Pursuant to Section 4-202 of the LUDC the Applicant may request a waiver from some of these submittal requirements. VI. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Planning Review Fees: $ 250.00 - Plus Staff time charged at hourly rate of $40.50 Reviewing Engineer: Recordation: Total Deposit: $ Hourly Rate $ (N/A) $ 250.00 General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. 41Page Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre -application Summary Prepared by: 51 P a!!e f1(f 14 Date Policy 01-14 Waivers for Roads and Demonstration of Compliance March 3, 2014 A5 Section 7-107, Access and Roadways, of the Garfield County Land Use and Development Code (LUDC) requires all roads to be designed to provide for "adequate and safe access" and reviewed by the designated County Engineer. The LUDC defines "road" as "a County road, State highway, public road, street or alley, or private thoroughfare which affords primary access to abutting property, excluding a driveway accessing a single property." The LUDC defines "private road" as "a right-of-way constructed, established, owned, and maintained by a private party for access exclusively to private property." Many of the roads in Garfield County are private roads in that they are gated and do not serve the general public and they pre-existed the design currently required by the County's Road Standards as defined in Table 7-107. The LUDC allows for the waiver of specific standards provided that the following criteria have been met: 1) an alternative design achieves the intent of the subject standard to the same or better degree and 2) the proposed alternative will impose no greater impacts on adjacent properties than would occur through compliance with the specific standard (Section 4-118). In applications that include roads that do not meet current County road standards as outlined in Table 7- 107, the County has asked that Applicants request a waiver of Section 7-107.F, Design Standards, and include in the Application submittal sufficient information, prepared by a professional qualified in the specific discipline, to demonstrate that they meet the criteria outlined in Section 4-118 for granting a waiver. In doing so, the application must include: A Statement of Adequacy - The evaluation of the existing roadway and waiver will need to include a clear statement that finds that the road will be adequate for the proposed use. This statement must be signed by a professional engineer qualified in traffic engineering and Licensed by the State of Colorado. To support this evaluation, the following information will be required to be provided: o Geometry of the road — A description of how the private road does/does not meet the design standards in Table 7-107. This should include a chart that compares the private road design to those standards in Table 7-107, as well as a map that shows the existing road design and highlights those areas that deviate from the standards. A narrative may also be helpful in describing the characteristics of the road as they compare to Table 7- 107 design standards. Unless available, this is not intended to imply construction -level drawings. 1iPage o Safety/Structural Issues — A description of obvious safety and/or structural issues observed and a statement about how these issues will be addressed. o Maintenance — A description of how the road is and/or will be maintained. This should be supported with the submittal of any existing or proposed maintenance agreements for the road sections. o Travel Demand — An accurate count of the existing peak travel demand as well as the Average Daily Traffic on the road. This should also include the types of vehicles that currently use the road as well as the additional amount and type of traffic that the proposed use will generate through all phases of its development. Other Evidence of Compliance. In addition, Sections 7-107.A, 8, C, D, and E are required to be addressed, which includes documentation about legal access. Sufficient evidence will be required to be submitted to demonstrate compliance with these sections of the Code. 21Page Policy 01-13 Water Supply Plan and Section 7-104 Compliance August 5, 2013 Section 7-104, Source of Water, requires that all applications for a "Land Use Change Permit shall have an adequate, reliable, physical, long-term, and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary facilities served by a licensed water hauler." According to C.R.S. 29-20-301, the BOCC has sole discretion to determine if the applicant has satisfactorily demonstrated that the proposed after supply will be adequate. The BOCC shall not approve and application unless the water supply has been determined adequate. In order to be compliant with this provision, all applications shall submit a Water Supply and Distribution Plan pursuant to section 4-203.M. Depending on the use, the water supply plan may be a traditional plan fully compliant with the submittal requirements of section 4-203. M or it may document a lower - level plan such as the provision of bottled or hauled water. Regardless, the Applicant shall provide documentation about how the proposed use itself will be served by adequate water (e.g. Soil remediation site that will use non -potable water as part of soil treatment) as well as how persons associated with the use (e.g. Part-time employees will be provided potable bottled water in their vehicles), so long as they can demonstrate (in the sole discretion of the BOCC) that there will be adequate, reliable, physical, long-term and legal water supply. This approach should negate the need for any waiver requests for either Section 4-203. M (Submittal) or Section 7-104 (Standard), in that there will always be some type of Water Supply and Distribution Plan as well as a finding that an "adequate, reliable, physical, long-term, and legal water supply will be available to serve the use." 4-203.6 General Application Materials 4-203.6.1. Application Form Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Mailing Address: 832 Canyon Creek Drive Administrative Review • Development in 100 -Year Floodplain = Limited Impact Review ■ Development in 100 -Year Floodplain Variance • Phone: ( 970 ) 263-2754 Major Impact Review • Code Text Amendment • Amendments to an Approved LUCP ❑ LIR ❑MIR ❑ SUP • Rezoning ❑ Zone District ❑ PUD ❑ PUD Amendment • Minor Temporary Housing Facility • Administrative Interpretation • Vacation of a County Road/Public ROW • Appeal of Administrative Interpretation • Physical/Street Address: Location and Extent Review • Areas and Activities of State Interest • Comprehensive Plan Amendment ❑ Major ❑ Minor ■ Accommodation Pursuant to Fair Housing Act • Property Size (acres): 1400 +/- Pipeline Development • Variance • Time Extension (also check type of original application) • INVOLVED PARTIES Owner/Applicant Name: Richard and Mary Jolley Family, LLLP Phone: ( 970 ) 379-6669 Mailing Address: 832 Canyon Creek Drive City: Glenwood Springs State: CO Zip Code: 81601 E-mail: kentjolley@sopris.net Representative (Authorization Required) Name: Bryan S. Hotard Phone: ( 970 ) 263-2754 Mailing Address: 1058 CR 215 City: Parachute State: CO Zip Code: 81635 E-mail: bryan.hotard@wpxenergy.com PROJECT NAME AND LOCATION Project Name: KP 24-8 Gas Lift Compressor Assessor's Parcel Number: 2 1 8 1- 1 7 2. 0 0. 0 8 6 Physical/Street Address: Legal Description: See Attached Zone District: Rural Property Size (acres): 1400 +/- PROJECT DESCRIPTION Existing Use: Irrigated Land - Agriculture Proposed Use (From Use Table 3-403): Compressor, Booster Description of Project: WPX Energy would like to install and operate one compressor for artificial gas lift to service wells on the existing KP 24-8 oil and gas drilling location. The booster compressor will be used for artificial lift to add gas velocity. REQUEST FOR WAIVERS Submission Requirements 8 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: 4-203.L. Traffic Study Section: 4-203.K Improvement Agreement Section: 4-203.J Development Agreement Section: Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: 7-1001 - Hours of operation Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best ofy owledge. iMPF Signature of Property Owner c:.9//d/ Date OFFICIAL USE ONLY File Number: _ _ _ - Fee Paid: $ Legal Description for Parcel 2181-172-00-086 Township 6 South, Range 91 West, 6th P.M. Section 7: EY2SE% Section 8: W%2SW1/4, SE%SW%, SW%SE%, E%2EY2 Section 17: N%2, NY2SW%, SE%SW%, SE% Section 18: NE% Section 20: NE%NW%, NW%NE%, E%2E%2 Garfield County, Colorado 1400 +1- acres 4-203.6.4 Fees/Agreement to pay Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") Richard and Mary Family Jolley, LLLP agree as follows: 1. The Applicant has submitted to the County an application for the following Project: KP 24-8 Gas Lift Compressor 2. The Applicant understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person: Bryan S. Hotard Billing Contact Address: 1058 CR 215 City: Parachute Phone: (970) 263-2754 Billing Contact Email: bryan.hotard@wpxenergy.com Printed Name of Person Authorized t State: CO zip Code: 81635 Bryan S. Hotard (Signature) (Date) 4-203.B.1.a Authorized Representative 4-203.B.1.b. Applicant is not the sole owner 4-203.B.1.c. Applicant is an entity 1111111111111111111111111111111111111111111111111111111 22211 03/03/2003 03:06P B1443 P544 M A 1 of 2 R 11.00 D 0.00 GARFIELD COUNTY COSDORF HERE STATEMENT OF AUTHORITY NAME OF ENTITY: The name of the entity to which this Statement relates is the Richard and Mary Jolley Family LLLP. TYPE OF ENTITY: The entity is a Limited Liability Limited Partnership formed under the laws of the State of Colorado. MAILING ADDRESS: The mailing address for the entity is 832 Canyon Creek Drive, Glenwood Springs, Colorado 81601. AUTHORIZED PERSONS: The names and position of the persons authorized to execute instruments conveying, encumbering or otherwise affecting title to real property on behalf of the entity are as follows: Name Kent S. Jolley Brett L. Jolley Position General Partner General Partner LIMITATIONS: Either of the above-named persons is hereby authorized to execute instruments conveying, encumbering or otherwise affecting title to real property on behalf of the entity. Dated this1 day of fin `�Q11/}A , 20 3 ',AA Il '4JX 1./ Kent • . Joll= .pill' i AMFAtis Bret `Jo ey //7 joir - n:WtVmry-ENNA ViTAT A Vn{. After recording return to: Schenk, Kerst & deWinter 302 8th St., Ste. 310, Glenwood Springs, CO 81601 /07/ 5 1111111111111111111111111111111111111111111111111111111 622211 03/05/2003 03:06P 81443 P545 N ALSDORF HERE 2 of 2 R 11.00 D 0.00 GARFIELD COUNTY CO STATE OF COLORADO ) COUNTY OF GARFIELD ) ss The foregoing instr ment was subscribed, swom to and acknowledged before me this ,The day of Fe/DMA-I'LL 2003, KENT S. JOLLEY and BRETT L. JOLLEY, of the General Partners of the RICHARD AND MARY JOLLEY F , Y LLLP. all WITNESS my hand and officials a My Commission expires: 17/0 0:WY dlerE.-b1STA7 AtIfl HOTAR.Yi V�3LlC;� 0#9�/� oat. o - ry Public After recording return to: Schenk, Kerst & deWinter 302 8th St., Ste. 310, Glenwood Springs, CO 81601 July 18, 2014 Community Development Attn: Tamra Allen 108 8th Street, 4th Floor Glenwood Springs, CO 81601 RE: Gas Lift Compressor KP 24-8 Pad Location Garfield County, Colorado Dear Ms Allen: This letter authorizes WPX Energy Rocky Mountain, LLC to represent me in the submittal and processing of the required Garfield County Land Use Change and associated building permits on the KP 24-8 pad location. Sincerely, Richard and Mary Jolley Fancily, LLLP By: Name: Kent S. Jolley Title: General Partner 1111 IY74,I'IA iU '.11,11, Kt Mir 1411M1/41154114§. 1:11.11.4 II 111 Reception#: 615004 02/27/2012 12:18:10 PM Jean RlberIco 1 of 7 Rec Fee:$16.00 Doc Fee:0.00 GARFIELD COUNTY CO LI VI TED POWER OF ATTORNEY WPX ENERGY ROCKY MOUNTAIN, LLC ("Company") a Delaware limited liability company, having its principal place of business in the City of Tulsa, County of Tulsa, State of Oklahoma, does hereby make, constitute and appoint Bryan S. Hotard with the full authority hereinafter provided, the true and lawful Attorney -in -Fact of the Company, authorized and empowered on behalf of the Company and in the Company's name, and for the sole and exclusive benefit of the Company and not on behalf of any other person, corporation or association, in whole or in part, to enter into, execute, deliver, file and accept all instruments and documents affecting the real property or real estate rights of the Company as more specifically set forth below: : 1. Applications and documentation associated with Garfield County or Rio Blanco permitting requirements for including, but not limited to, Independent Sewage Disposal Systems, Small Temporary Employee Housing, Major Impact Reviews, Limited Impact Reviews, Oil and Gas well permitting, Driveway Access, County Road Maintenance, Temporary Living Quarters, Temporary Use Permits, Surface Use Permits, Surface Use Licenses, Utilities, Snow Removal and Private Construction of County Roads; 2. Agreements and other documentation that grant easements, rights of way, licenses, or permits to Company and also instruments where the Company grants such rights to others; 3. Agreements that assign easements, rights of way, licenses, permits or surface leases in connection with the Company's operations; 4. Releases and Partial Releases of easements and rights of way; 5. Agreements allowing encroachments onto easements and rights of way owned by Company and landowner instruments and conveyances on others easements; 6. Agreements subordinating mortgage rights to easement or lease ; 7. Agreements relating to the modification and relocation of Company facilities; 8. Rental or lease agreements for surface use or other surface use agreements and all notices related to the pipeline agreements; 9. Agreements for the purchase or sale of real property and for the lease of real property for residential or commercial purposes or otherwise in connection with the Company's operations; 10. Agreements to obtain water services, electrical, gas or oil services or the provision of other utility services utilized by Company's facilities; 11. Agreements modifying, amending, renewing, extending, ratifying forfeiting, canceling and terminating any and all of the aforementioned types of instruments and documents. WPX ENERGY ROCKY MOUNTAIN, LLC hereby declares that each and every act, matter and thing which shall be given, made and done by Bryan S. Hotard in connection with the exercise of any or all of the aforesaid powers shall be as good, valid and effectual to all intents and purposes as if the same had been given, made and done by WPX Energy Rocky Mountain, LLC in its limited liability company presence and it hereby ratifies whatsoever Attorney -in -Fact shall lawfully do or cause to be done by virtue hereof. This Limited Power of Attorney shall remain in full force and effect until terminated by Company. 1 111 I401iIii 11 111 Receptiontt: 515004 02/27/2012 12:19:t0 PM Jean AlberIco 2 of 2 Rec Fee:$16.00 Doo Fee:0.00 GARFIELD COUNTY CO IN WITNESS WHEREOF, WPX Energy Rocky Mountain, LLC has caused this Limited Power of Attorney to be signed by one of its Vice Presidents, duly authorized by its Management Committee to grant powers of attorney this 1S` day of January, 2012. WPX ► ROS TAIN, LLC By. D. Maes Its," ice Pry ident ACKNOWLEDGMENT STATE OF OKLAHOMA ) ) ss. COUNTY OF TULSA ) BEFORE ME, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared, Jerry D. Barnes personally known to me to be the Vice President of WPX Energy Rocky Mountain, LLC a Delaware limited liability company, who acknowledged to me that he has executed the above LIMITED POWER OF ATTORNEY authorized by Company's Management Committee. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my notary seal, theZO 1 day of-Janaart,2012. Foy y My Commission Expires: Notary Public -23--2OiL/ After Recordation Please Return To: WPX Energy Rocky Mountian, LLC Attn: Land Dept. PO Box 370 Parachute, CO 81635 JMHERLY J. DENT wavy Pthic ,wfwew Stria atorynom. Cot 010001E04 a 0 My Conerilea atp{M 2/23234 :3(-4PAQ- 1111 Nikk IIIPIIVAPAIML1111191CNCIEVellit 8111 Reception#: 772664 0800032 00 DocF 2Rec Fee- 254PM eee:000 �AGARFIELD COUNTY CO Memorandum of SURFACE USE AGREEMENT AND GRANT OF EASEMENTS Effective the 28th day of November, 2007, SURFACE USE AGREEMENT AND GRANT OF EASEMENTS ("Agreement") by and between KENT S. JOLLEY, whose address is 832 Canyon Creek Drive, Glenwood Springs, Colorado 81601, BRETT L. JOLLEY, whose address is 1288 County Road 245, New Castle, Colorado 81647, RICHARD AND MARY JOLLEY FAMILY LLLP ("Owner"), and ORTON ENERGY PARTNERS L,P., whose address is 1675 Broadway, Suite 2000, Denver, Colorado 80202 ("Operator") was entered into. Owner owns the surface of the real property in Garfield County, Colorado (the "Property"), legally described as: Township 6 South, Range 91 West, 6th P.M. Section 7: E/2SE Section 8: E/2E/2, W/2SW, SESW, SWSE Section 9: WI2W/2 Section 16: W/2, the south 330 feet of SWSE Section 17: N/2, SE, N/2SW, SWSW Section 18: NE Section 20: E/2E2, NWNE, NENW Section 21: NWNE, NENW Operator is the owner/operator of a working interest in an Oil and Gas Lease dated January 17, 1990, recorded in Book 775 at Page 629, of the Garfield County records granted by Richard C. Jolley, Mary Louise Jolley, Brett L Jolley, Kent S. Jolley and Anne E. Jolley; and U.S.A. Oil and Gas Lease COC 51146 dated April 1, 1990, and recorded in Book 776, Page 908 of the Garfield County records (together the "Leases"). Operator wishes to drill additional oil and gas wells on the Property and directionally to adjacent lands for the extraction of hydrocarbons. Owner previously entered into a Surface Use, Access and Right -of -Way Agreement dated September 28, 1999, and a Letter Agreement dated May 6, 2003 and recorded at Book 1531, page 424 of the Garfield Clerk and Recorder's Office ("Prior Mesa Agreements") which will be replaced in its entirety by this the November 28, 2007 Surface Use Agreement and Grant of Easements. This Memorandum of Surface Use Agreement and Grant of Easements is placed of record in Garfield County, Colorado to provide notice only of its existence. All terms and conditions contained in said Surface Use Agreement and Grant of Easements remain confidential between the Owner and Operator. 4.• � 1111 In I'S iitiditittlYCIr Gland l' t1 `#.Niiii 11 11 1 Reception#: 772664 08(03(2009 03:27:54 PM Jean Alberico 2 of 2 Rec Fee:$21.00 Doc Fea:0.00 GARFIELD COUNTY CO OPERATOR: ORION . ERGY P By: ERS L.P. odd Kals Land Manager STATE OF COLORADO ) COUNTY OF DENVER ) .ss The foregoing instrument was subscribed and sworn to before me on July 24, 2009, by Todd Kalstrom as Land Manager of Orion Energy Partners L.P. My commission expires: �tU11lf 101f51yif, p. Witness 1 •pTR�-► A ; a kt.5•.PUBLICi QOM 4441/41 ' .1 P ap mac. 15, QIN a. -2- 4-203.B.2 Deed 486892 B-962 P-193 12/26/95 04:20P PG 1 OF 1 REC DOC NOT MILDRED ALSDORF GARFIELD COUNTY CLERK AND RECORDER 6.00 SPECIAL WARRANTY DEED RICHARD C. JOLLEY AND MARY LOUISE JOLLEY, Grantors, for consideration of Ten Dollars and other good and valuable consideration, in hand paid, hereby sell and convey to the RICHARD AND MARY JOLLEY FAMILY LLLP, Grantee, whose legal address is 1288 Road 245, New Castle, Colorado 81647, the following real property in the County of Garfield and State of Colorado, to wit: An undivided sixty percent (60%) interest in and to the following described real property: Township 6 South, Range 91 West, 6th P.M. Section 7: EASE% Section 8: E'AE'A, W'ASW'A, SE1/4SW'/4, SW'ASE'/ Section 9: W'AW'A, SE'ASW'A, less a parcel conveyed to DOW Section 16: NW'V4, W'ASE'A Section 17: N1/2, SE%, N'ASW'4, SE'/4SW'/a Section 18: NE'%4 Section 20: E'AE'A, NW%NE'%, NE'ANW'A Section 21: W1/2W1/2, NW'/4NE', NE'ANW% Containing 2,200 acres, more or less County Assessor Parcel #2181-163-00-085 and #2181-172-00-086; RESERVING, HOWEVER, to the Grantors all oil, gas and mineral rights appurtenant to the undivided interest in the above-described real property as hereby conveyed; with all its appurtenances, and warrant the title to the same against all persons claiming under the Grantors. NO DOCUMENTARY FEE REQUIRED: Transfer for estate planning purposes with consideration less than $500.00. SIGNED this . day of December, 1995. STATE OF COLORADO ) COUNTY OF GARFIELD ) ss Richard C. Jolley The foregoing instrument was acknowledged before me this 22nd day of December, 1995, by Richard C. Jolley and Mary Louise Jolley. WITNESS my hand and official seal. My commission expires: 8-17-96 a. 6tta. eav, Notary PtifY is 11:%* kp,yy.P.11,WII.I !q3 SPECIAL WARRANTY DEED RICHARD C. JOLLEY AND MARY LOUISE JOLLEY, Grantors, for consideration of Ten Dollars and other good and valuable consideration, in hand paid, hereby sell and convey to the RICHARD AND MARY JOLLEY FAMILY LLLP, Grantee, whose legal address is 1288 Road 245, New Castle, Colorado 81647, the following real property in the County of Garfield and State of Colorado, to wit: All of Grantors' oil, gas, and mineral rights appurtenant to the undivided sixty percent (60%) interest in the following described real property, which rights the Grantors reserved in deed recorded as Reception No. 486892, in Book 962 at Page 193, of the Garfield County Records, to wit: Township 6 South, Range 91 West, 6th P.M. Section 7: EASE% Section 8: E' E'h, W'SW%, SE14SW', SW1/4SE'/a Section 9: W' W'h, SE'ASW%, less a parcel conveyed to DOW Section 16: NW54, W' SE'A Section 17: N'h, SE',4, N'hSW54, SE'4SW'k Section 18: NE'%a Section 20: E'hE'h, NW'ANE'/, NE'/NW'A Section 21: W' W'h, NW %NE'W, NE'%NW'4 Containing 2,200 acres, more or less County Assessor Parcel #2181-163-00-085 and #2181-172-00-086; with all its appurtenances, and warrant the title to the same against all persons claiming under the Grantors. NO DOCUMENTARY FEE REQUIRED: Transfer for estate planning purposes with consideration less than $500.00. SIGNED this Z day of December, 1996. STATE OF COLORADO ) COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this 2io day of December, 1996, by Richard C. Jolley and Mary Louise Jolley. ss ,mach` ?AA./ Richard C. Jolley ;e c2/1" Ma e of ey WITNESS my hand and official seal. 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C D CCD F.4,-, p,O On. o 0, a CD 5 Fechino, Ashlee From: Hotard, Bryan Sent: Monday, August 18, 2014 9:55 AM To: ghartmann@garfield-county.com Cc: Fechino, Ashlee; Ellsworth, Lindsey Subject: KP 24-8 Booster Compressor Attachments: COC73130_Kokopelli Access Road -Sec 18 BLM.pdf Follow Up Flag: Follow up Flag Status: Completed Good morning Glen, Please see the attached BLM Rights -of -Way COC73130 that is for the access to the KP 24-8 through the BLM. This access is part of the Kokopelli Master Development plan that Orion had initiated. This ROW is currently being assigned to WPX. Once you review, please let me know if you have any other questions. Thanks! Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1P0 Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WPX ENE P PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. Ij IflfroullaveC eceived[ hisanessagellIng&ror,WeaseC eplyC olltdviseC heC enderlbj helTroribndC henairnmediatelyllelete[ hisanessage.0 1 Run Date: 07/28/2014 DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT CASE RECORDATION (MASS) Serial Register Page Run Time: 11:30 AM Page 1 of 1 0110-21-1976; 090 STAT2776; 43 U S C 1761 Case Type 281001: ROW -ROADS Commodity 970: OTHER ENERGY FACILITIES Case Disposition: AUTHORIZED Name & Address Total Acres 1.060 Serial Number COC--- - 073130 Serial Number: COC--- - 073130 Int Rel % Interest ORION ENERGY PARTNERS LP 1675 BROADWAY STE 2000 Mer Twp Rng Sec STyp SNr Suff Subdivision DENVER CO 80202 HOLDER/BILLEE 100.000000000 Serial Number: COC--- - 073130 District/Field Office County Mgmt Agency 06 0060S 0910W 017 M&B 06 0060S 0910W 018 M&B Act Date SWSW; COLORADO RIVER VALLEY FO GARFIELD BUREAU OF LAND MGMT SENW; COLORADO RIVER VALLEY FO GARFIELD BUREAU OF LAND MGMT Serial Number: COC--- - 073130 Code Action Action Remark Pending Office 10/27/2008 124 APLN RECD 11/25/2008 005 NEPA ANALYSIS APPROVED C0140-08-108SCE 11/25/2008 843 CAT 4 COST RECOVERY-PROC 11/25/2008 880 CAT 3 COST RECOVERY -MON 12/08/2008 065 COST RECOV (MON) RECD $712.00;1 12/08/2008 111 RENTAL RECEIVED $450.79;1 12/08/2008 971 COST RECOV (PROC) RECD $1021.00;1 12/12/2008 307 ROW GRANTED -ISSUED 12/12/2008 502 LENGTH IN FEET 1325; 12/12/2008 504 WIDTH IN FEET (TOTAL) 35; 01/22/2009 041 COMPL EXAM/RPT COMPLETED HASKINS 07/27/2010 600 RECORDS NOTED 12/31/2037 763 EXPIRES Serial Number: COC--- - 073130 Line Nr Remarks 0001 ACCESS ROAD TO FEE WELLS, 0002 CORPORATE QUALS ON FILE 00071121, 0003 X -REF: COC 36719 DEVON ENERGY ACCESS R/W NO WARRANTY IS MADE BY BLM FOR USE OF THE DATA FOR PURPOSES NOT INTENDED BY BLM Fechino, Ashlee From: Hotard, Bryan Sent: Thursday, August 28, 2014 2:47 PM To: ghartmann@garfield-county.com Cc: Fechino, Ashlee; Ellsworth, Lindsey Subject: NTC letter - Item #5 - GAPA-8028 Attachments: Orion to Williams Assignment Bill of Sale and Conveyance of Assets.pdf Follow Up Flag: Follow up Flag Status: Completed Good afternoon Glen, Item # 5 of the August 18th, 2014 NTC letter asks for some more information regarding the BLM ROW. Please see the attached recorded Assignment, Bill of Sale, and Conveyance of Assets that depicts the BLM ROW COC - 73130 on page two of Exhibit "C" (page 29 of 32). This is the BLM ROW portion for the Jolley access. Once you review and if you have any other question or concerns, please let me know. Thanks! Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy. com WPXENFRCY PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. noultave[deceived[ hisRnessagegnITror,CTease[ eplyC oGidviseNeC enderbjilhel rroandllhenglmmediatelylielete[ hisanessage.E1 1 • VIII 11111 Receptionp: 775661 09/2812009 11 59 40 AM Jean Albertco 1 of 32 Rec Fee 5161.00 Doc Fee 0.00 GARFIELD COUNTY CO Assienment. Bill of Sale. and Conveyance of Assets This Assignment, Bill of Sale, and Conveyance of Assets ("Assignment"), effective as of April 1, 2009 ("Effective Time"), is by and between Orion Energy Partners L.P., a Delaware limited partnership, whose address is 1675 Broadway, Suite 2000, Denver, Colorado 80202 ("Assignor"), and Williams Production RMT Company, a Delaware corporation, whose address is 1515 Arapahoe Street, Tower 111, Suite 1000, Denver, CO 80202 ("Assignee"). Assignor and Assignee are known collectively as the "parties." For $100.00 and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Assignor hereby sells, assigns, transfers, grants, bargains and conveys to Assignee all of Assignor's right, title and interest whether present, contingent or reversionary, in and to the following real and personal property (collectively, the "Assets"): (I) The oil and gas leases (including all leasehold estates, royalty interests, overriding royalty interests, net profits interests, and similar interests) specifically described in Exhibit A (the "Leases") and the lands covered thereby or lands pooled or unitized therewith (the "Lands"); (2) The oil, gas, casinghead gas, coalbed methane, condensate and other gaseous and liquid hydrocarbons or any combination thereof, sulphur extracted from hydrocarbons and all other lease substances under the Leases ("Hydrocarbons") that may be produced under the Leases; (3) The oil, gas, water or injection wells located on the Lands, whether producing, shut-in, or temporarily abandoned, specifically described in Exhibit B (the "Wells"), including all of the personal property, equipment, fixtures and improvements used in connection therewith; (4) The unitization, pooling and communitization agreements, declarations, orders. and the units created thereby relating to the properties and interests described in Paragraphs (I ) through (3) and to the production of Hydrocarbons. if any. attributable to said properties and interests; (5) All equipment, machinery, fixtures and other tangible personal property and improvements located on or used or held for use solely in connection with the operation of the interests described in Paragraphs (1) through (4) including tanks, boilers, buildings. fixtures, injection facilities, saltwater disposal facilities, compression facilities, pumping units and engines, platforms, flow lines, pipelines, gathering systems, gas and oil treating facilities. machinery, power lines, telephone and telegraph lines, roads, and other appurtenances, improvements and facilities; EXCLUDING, however, all interest in the vehicles, equipment. inventory, machinery, fixtures, and other tangible personal property and improvements set forth in Exhibit D (the "Equipment"); (6) All surface leases, permits, rights-of-way, licenses. easements and other surface rights agreements described on Exhibit C and used or held in connection with the production, gathering, treatment, processing, storing, sale or disposal of Hydrocarbons or produced water from the interests described in Paragraphs (1) through (5) ("Surface Contracts"); (7) All existing contracts and effective sales, purchase contracts, operating agreements, exploration agreements, development agreements, balancing agreements, farmout agreements, service agreements, transportation, processing, treatment and gathering agreements, equipment leases and other contracts, agreements and instruments, described in Exhibit C, insofar as they directly relate to the properties and interests described in Paragraphs (1) through (5) (the "Contracts"); (8) To the extent transferable, copies of all the files, records, and data relating to the items described in Paragraphs (1) through (7) above (the "Records"). which Records shall include, without limitation: lease records; well records; division order records; contract records; well files; title records (including abstracts of title, title opinions and memoranda. and title curative documents); engineering records; geologic records; geologic maps; correspondence; electronic data files (if any); maps; production records; electric logs; core data; pressure data; decline curves and graphical production curves; reserve reports; appraisals and accounting records. 9Z 110 priMr1oNi II I Reception0: 775661 09/20/2009 1159,40 RM Jean 01ber:co 2 of 32 Rec Fee:$161 00 Doc Fee 0.00 GARFIELD COUNTY CO TO HAVE AND TO HOLD the Assets unto Assignee and its successors and assigns forever. This Assignment is made subject to the following terms and conditions: A. ASSIGNOR WARRANTS TITLE TO THE ASSETS AGAINST ALL PERSONS CLAIMING BY, THROUGH AND UNDER ASSIGNOR, BUT NOT OTHERWISE, AND EXCEPT FOR THAT WARRANTY, THIS ASSIGNMENT IS MADE WITHOUT WARRANTY OF TITLE ANY KIND, EXPRESS. IMPLIED OR STATUTORY. B. To the extent permitted by law, Assignee will be subrogated to Assignor's rights in and to representations, warranties, and covenants given with respect to the Assets. Assignor hereby grants and transfers to Assignee, its successors and assigns, to the extent so transferable and permitted by law, the benefit of and the right to enforce the covenants, representations and warranties, if any, which Assignor is entitled to enforce with respect to the Assets, but only to the extent not enforced by Assignor. C. The references in this Assignment to liens, encumbrances, burdens, defects and other matters will not be deemed to ratify or create any rights in third parties or merge with, modify or limit the rights of Assignor or Assignee, as between themselves, as set forth in documents they have executed in connection with this Assignment. D. Assignor and Assignee may execute separate governmental form assignments of the Assets on officially approved forms in sufficient counterparts to satisfy applicable statutory and regulatory requirements. Those assignments will be deemed to contain all of the exceptions, reservations, warranties, rights, titles, power and privileges set forth in this Assignment as fully as though they were set forth in each assignment. The interests conveyed by each separate assignment are the same, and not in addition to, the Assets conveyed by this Assignment. E. This Assignment binds and inures to the benefit of Assignor and Assignee and their respective successors and assigns. F. This Assignment and all rights and covenants and conditions in this Assignment will be considered covenants running with the land and will inure to and be binding upon the parties and their respective successors and assigns. G. The foregoing sets forth the entire agreement between the parties and there are no oral agreements between the parties not set out in writing. This Assignment supersedes all other prior written or oral agreements, except the Purchase and Sale Agreement between Assignor and Assignee dated August 7, 2009 ("Agreement"), which this Assignment is made subject to. All capitalized terms used but not defined herein have the meanings given them in the Agreement. If there is a conflict between the terms of this Assignment and the terms of the Agreement, the terms of the Agreement will control to the extent of the conflict. Assignor and Assignee intend that the terms of the Agreement remain separate and distinct from and not merge into the terms of this Assignment. H. THE PARTIES HEREBY EXPRESSLY DISCLAIM, WAIVE AND RELEASE ANY EXPRESS WARRANTY OF MERCHANTABILITY, CONDITION OR SAFETY AND ANY EXPRESSED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE; AND ASSIGNEE ACCEPTS THE WELLS, EQUIPMENT, FACILITIES, PERSONAL PROPERTY, FIXTURES AND STRUCTURES, "AS IS, WHERE IS, WITH ALL FAULTS, WITHOUT RECOURSE." ALL DESCRIPTIONS OF THE WELLS, EQUIPMENT, FACILITIES, PERSONAL PROPERTY, FIXTURES AND STRUCTURES HERETOFORE OR HEREAFTER FURNISHED TO ASSIGNEE BY ASSIGNOR HAVE BEEN AND SHALL BE FURNISHED SOLELY FOR ASSIGNEE'S CONVENIENCE. AND HAVE NOT CONSTITUTED AND SHALL NOT CONSTITUTE A REPRESENTATION OR WARRANTY OF ANY KIND BY ASSIGNOR. ASSIGNEE EXPRESSLY WAIVES THE WARRANTY OF FITNESS IMPOSED BY ANY APPLICABLE STATE OR FEDERAL LAW. THE PARTIES HEREBY ACKNOWLEDGE AND AGREE THAT. TO THE EXTENT REQUIRED BY APPLICABLE LAW, THE DISCLAIMERS CONTAINED IN THIS AGREEMENT ARE "CONSPICUOUS" FOR THE PURPOSES OF SUCH APPLICABLE LAW. "♦P1fi4IM111411,IM.1.I6 Gh1LMI 11111 Reception#: 775661 09/28/2009 11.59:40 AM Jean Rlberico 3 of 32 Rec Fee $161.00 Doo Fee:0.00 GRRFIELD COUNTY CO I. Counterpart Execution. This Assignment may be executed in any number of counterparts. All counterparts together constitute only one Assignment, but each counterpart is considered an original. J. Amendment and Waiver. This Assignment may be altered, amended, or waived only by a written agreement executed by the parties hereto. No waiver of any provision of this Assignment will be construed as a continuing waiver of the provision. This Assignment is executed the 22`"' day of September, 2009, but effective as of the Effective Time. Assignor ORION ENERGY PARTNERS, LP By: Orion Energy Partners, Inc. its General Partner ,a612/(-ee Name: Da el G. Blanchard Title: Executive Vice President Assignee WILLIAMS PRODUCT/7ON T COMPANY Name: William K. Stenze Title: Director — Denver A&D Planning 1111 PI P71i4.1014.10tilY1i.10t NW, 11111 Reception99: 775661 09/28/2009 11 5940 RM Jean plberico 4 of 32 Rec Fee $161.00 Doc Fee:0.00 GARFIELD COUNTY CO STATE OF COLORADO ACKNOWLEDGEMENTS ) .ss COUNTY OF DENVER ) This instrument was acknowledged before me this 22" day of September, 2009, by Daniel G. Blanchard as Executive Vice President of Orion Energy Partners. LP, a Delaware Limited Partnership. on behalf of the partnership. [seal] My CottflnlMIOf Ewfa 1026/2012 STATE OF COLORADO ) ) .ss COUNTY OF DENVER ) otary Pdblic Name: Gera -Li E El Address: t 5b t'j" S p1jer, GD My Commission Expires: -Ste 5oz6 toIgT/c)ola This instrument was acknowledged before me this 22' day of September, 2009, by William K. Stenzel as Director — Denver A&D Planning of Williams Production RMT Company, a Delaware corporation, on behalf of t e corporation. ti My Canmission Ekes 1625P1012 Notary Public Name: Ger c id. „, )!. Address: t_756 / 7 " 07.) cVe., vG+, CO 14)64 My Commission Expires: is/c /aa/,/ RECORDING LEGAL DESCRIPTION V1 N W -J 0 V1 W Z 0 i 0 z 0 CL x 4; O v CO J INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND CONTEX ENERGY COMPANY RAYMOND ETCHEVERRY & ORIEN 1111 rd. 141147044.1111P.AtiiiNiLlia EtWIrki 11 II I Reception#: 775661 09/28/2009 11.59 40 RM dean Alberlco 5 of 32 Rec Fee $161.00 Doc Fee.0.00 GARFIELD COUNTY CO T75, R97W, 6TH P.M. ETCHEVERRY, TRUSTEES OF THE cr 0 t0 00P.4 et t0 10 ee-1 ` x O W 00 0 0 00 CO N 0 N a O M W W W K Z C Z H N \ N WLLI V1 W > n o0 ,- (d Li u u W W W W 1 VI V1 V) RAYMOND & ORIEN ETCHEVERRY FAMILY TRUST DATED 5/23/90 LIMITED TO DEPTHS FROM THE SURFACE TO 100' BELOW THE BASE OF THE CORCORAN FORMATION INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND: CONTEX ENERGY COMPANY FRED ETCHEVERRY, A MARRIED T7S. R97W. 6TH P.M MAN DEALING IN HIS SOLE AND G W VI W H N \ N >.- W V1 LX W i r-. 00 Q1 ,-1 -4 N V) lJ tJ U I.L. W W w 1 V) V1 V1 SEPARATE PROPERTY 00 M r` N ti x v C O 1000 W 00 1 0 0 00 00 4-4 N o o N "1 \ \ \ fe1 O 01 O 0 t0 O '4 2 0 1- a z z O LL 2 a o: 0 V OC 0 U 2 F O Q m 2 r- 0 0 J 03 0 0 4- cc Q x 4- G 0 ccS a 0 1- 0 5 INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND: CONTEX ENERGY COMPANY T75, R97W, 6TH P.M. Z a 0 0 0 z w a 1 W 1 0 4,12 Q W = z 1 z Z WW -, 0 z 0 t= a 5 z O W z a 1 0 V K 0 LLJ F 4 Q 00 00 W U = W 0 0 w SEPARATE PROPERTY N t0 W t0 Q VI 00 tD ti 00Y v O OD V 00 d 0 0 40 m N N S n O O O 0 a O M W INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND: CONTEX ENERGY COMPANY JOHN ETCHEVERRY, A MARRIED T7S. R97W. 6TH P.M. MAN DEALING IN HIS SOLE AND Q 0 00 U V1 0 0 J Q � V w eaco Z vsr ct- W \ W 1 Z R Z F N \ N W V1 W > R 00 01 N N V) W U tJ W W W W 1' VI VI VI SEPARATE PROPERTY O t0 0 Z 0 4- a 5 ac 0 LL z a z 0 cc 0 U W 2 r O 00 m S 4- 0 0 0 r ccU a N 2 H 0 L5L 5 0 L81' 0 4- 0 r i INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND CONTEX ENERGY COMPANY PAUL ETCHEVERRY, A MARRIED 2 F O1 z n 4- MAN DEALING IN HIS SOLE AND RESURVEY TRACTS 48 & 49, ALSO DESCRIBED SEPARATE PROPERTY 0.1 01 n 4- .-4 x C.. 0oo W 133 d 0 0 00 00 N N er 00\ N " \ \ \ +1 tr..." N O t0 0 SEC. 17: E/2NW/4, N/2SW/4 LEGAL DESCRIPTION C 0 w N z O z o 0 2 1111 I ': NS'4,01111V.141i 14t1i� ISL YL 11 11 1 Receptiantt: 775661 69o2 8320Rec1 Fee9$161 00 DocnFee:0_00c0 RF1ELD COUNTY CO 2 O 1- a O LL Z Q 0 0 0 W LL 0 r 0 m a g un 0 W W Z LL W N W W VI W 000 ti C V V LL IL LW Vi a S 0 0 0 W r Paul Etcheverry, Cont'd. 0 z 5 O }_z 0 J O W 2 r V1 N ccz CC J G Z 0 a 3 C n z Z CONTEX ENERGY COMPANY ROLAND ETCHEVERRY, A SINGLE 2/28/2009 Entry 642863 a 0 2 V 0 O Q R 0 y N a z C z N > W aN trl W W C V1 2 0 a O2 2 6 0 K Q W r r LL 0 W 6 r 3 0 v 8 N O W W Z 1 Q � WWF VI V1 W oe Cr, O e+ ey K V V LL W w V1 0 W 0 0 r 0 W r_ 0 z 5 Z 0 O LL 2 F 0 Z cc C 4 a Q 0 2 Z O I ,0 /- 2 a C N LL 6 0 n 2 HUNTINGTON T WALKER OPAL C. LATHAM, A WIDOW 0 C E/2 T7S R97W, 6TH P.M. CONTEX ENERGY COMPANY SEC. 5: RESURVEY TRACT 38 1- V J r¢ N Z 0 W 2 2 W C a O ¢ 0 w W H ¢ 0 Z 0- w C W a d 2 0 o m m m m V1 43 I-1 W m 00 0 0 N 0 m rn m 0 0 0 z z r a Lo w V OC C w 6.< < 0 L w W W CC = F, m W V F- N O a O er W N r 2 2 �-I m O 0Q - a O N w O Z V WWZ0 0 0 Z V w 2 w C 2 a W W w F- vvi w CC O 00 4: > J 0 J z U om 0 Z w vi m 0 N 0 OF PATRICIA H. POTTER 0 0 111 00 a RESURVEY TRACT 40 & 41 SEC. 8 & 9: RESURVEY TRACT 42 LIMITED TO DEPTHS FROM THE SURFACE TO 100' BELOW THE BASE OF THE CORCORAN FORMATION T7S, R97W, 6TH P.M CONTEX ENERGY COMPANY PATRICIA P COYNE, A MARRIED SEC. 5: RESURVEY TRACT 38 WOMAN DEALING IN HER SOLE SEC. 8: THE WEST 20 ACRES OF RESURVEY TRACT AND SEPARATE PROPERTY 0 a va 01 a ', r, CLIC 0 10 w CO of 00 O O 4 a v m 2 0 111111 iYDAPAIIJ 11111 Receptiontl: 775661 09/28/2009 11,59 40 AM Jean A14erioo 7 of 32 Rec Fee •$161.00 Doc Fee!0.00 GARFIELD COUNTY CO LEGAL DESCRIPTION O Z CC 0 0 v O W 00 m W U a o O S 0 Z V < m 45 g Q 00 O 4- 4 Q za > a 0 I- CC U U OG W _Z O a W Z LLA W CC LL ceUJ 01 H O0 p cc x a w "n L) LL = W W W N Vf O OC 4."4IAA d 0 0 r 0 LAI H 2 CC O J 2 Z Q 8 i 0 O Z !0 0 13 W O W N 0I J d m z 0 0 z Patricia P. Coyne, Cont'd. T7S. R97W. 6TH P.M CONTEX ENERGY COMPANY O w K cc a a J a ON ce W Z a Z m - J u W R w O Zo a C 2 00 CO LN m - �D m VI O W ti 0, e't 8 Y 4 m W CO O- M W 0 0 CO 01 SEPARATE PROPERTY m 0 01 01 m LO O 0 ti CENTER MOUNTAIN PROSPECT LEGAL DESCRIPTION 0 LLAJ 'CI' 0 0 LU p ...... w 0 �a 0 C2 Yui z.....1. V < S '^ Yui CY W 3\ W W 4- to W 3 O H ,Wif a u O z Z O v cr O w= Z O > 5„Z~JZ> 3a u w p a w a v w N LL' Z LL H a N Z ”' a_? o an W vi O W d H w N a m 0 li (' = a w _ 0 fY w J a J Z w CC S Q z Q cc i z z 3 0 cc 0= m * 2 z v a r= O °C ~ w j W O v, Z O u z o LI 3 w �~ w W W W z ,n J 0 Z m W m z Q O O Z 0 CAZwaZLnaW w 2ON LAJ CC VI' Lu S F-.= O a LL 0 g I- ct ~ v Z v Z Z W ~' W o0 LA_ ~ g C21 l7 _ N W J d vwi CCC O C7 = U Z 7 J a a o w 2 U Z v w r z Q o z z 3 vai " 0 Q 2 O a W WI J Q `^ w o O d Vl a W L: -,:" K 17)2: Q o m L a m l0 07 W Q K J 3 W W 01 0_ n = `2 O N Z Z 0 - CV N .. N Z 3 W Z W J J S Z W N aur--' o4- 3Go O O O O 0 N u. N Q O Z Val Z Z F- Vl LL • LARAMIE ENERGY LLC PERRY DAN RODREICK Z O at Z Q N O0 CC - 0 cu 0 0 0 OD O CO K ? CO G. d o 0 0 0 O a X N W 00 Si 0 a O z co o 0 E2 o N 0 Z LARAMIE ENERGY LLC MARY B VANORDSTRAND N T O ry Nl T ^y 00 . lD 0 000 0 ca m 0.. O N 0 01 O O N 01 N O O 0 11111 nprinoki.leatiutiuitho vt,reitioi 1 Ih Reception#: 775661 09/2812009 11:59:40 AM Joan A:berico 8 of 32 Rec Fee :S161 00 Doc Fes :0 00 GARFIELD COUNTY CO LEGAL DESCRIPTION .f tn N Q 3 J 0 W J W N WC W LL 1-z O 1 0a Z O Z Z W a- W W 2, a0 O a/ Z Z J Z a JJ J O a W 0' 0.. W W W W Q 1- Z Z N V OOJW W F4/1 a mV1 U< a i -\N W zW. = f- C O 1- W \ JW 0 3 aIx v J 0 J U .- Q 2L of a ? u Q I- >- J x o d UJ l'.. CC 4- Q W WN Z 00 WLL J . Vl 0 J 0 a v o 0 o z a v, z z v, 0 O a 3 W 2 O J an Z 1- Z W ` 7 LaJmWx o: o a O O R O I- Z 1n Z cc 0 V1 V1 W J Z Z Q cz cc.cz Z OG N CO 0 0. W 0 N J m Nw (911 Mary B. Vanordstrand Cont'd. Z W 22 3 z d w2 V1 m H •a C5l0 \ O N 0 V C z " 3 w 3 W1/1 \ IN d W ` W VN\1 (D•tr N O Z LU Z --- 4- N cr V v W m VI oz$ Q V 1" a Z V/ d W O O `3N\/ VI F H N ri m �+ZzJ-a'li Ill lID Z ----4 N N N N IN d = VI Z O ZZ ZO 0 0 0 0 0 0 H Z CC }? F F H I. / H H 0 0 0 U U U U v U 0 U U O W W W W W W W W W Z 4- 1/11n 1/1 (/) v1 v1 v. YOUNG ENTERPRISES USA COC -65512 O 0 00 0 N .-I t0 t0 W VV WLIJ ^ vot Or \ \1.1J ot W = V1 Vi \ Z Ot W \- N in z 3 W N 3 V. W z \ W C \ W LI �3�W `^ Z W 2 ('7 cc Q V V \ V7 \ W 1...i V \ W \ u, W a v ,�„ Q z o o o\ w (0 W VJ 3 Z Z Lc. .. .. .. 0- -±"Z ci 06 Cr;1 0 .1 iii m 1 N N N m m m m m ZZZZZ '200000000 O W W W W W W W 1- V1 V1 VI N Vf V1 V1 Vf YOUNG ENTERPRISES USA COC -65513 m N n N O N O csi 00 O .1 N TOWNSHIP 6 SOUTH, RANGE 90 WEST, 6TH P.M. YOUNG ENTERPRISES SECTION 35: ALL USA COC -65514 SECTION 36: Alt 111 0 00 O H 1111 En. P1110I1011i,(tittle ICH !VI'II. 1111111/ 11111 Reception0: 775661 09/28/2009 11:59:40 AM Jean A16erico 9 of 32 Roc Fee:$161.00 Doc Fee -0.00 GARFIELD COUNTY CO LEGAL DESCRIPTION w w ut Vt w J cc 0 W J Z O Z ~ Q aco O z = v m w w 0 J z O o O Z RANGE 90 WEST TOWNSHIP 7 5 YOUNG ENTERPRISES USA COC -65515 TOWNSHIP 7 SOUTH, RANGE 90 WEST, 6TH P.M. YOUNG ENTERPRISES USA COC -65516 Q C N W I- VI IIIf O 1y VI \ nf .III W \ \ N VI W N N Z I-- 3 V 3 w JI LA sf W \ \ VI W Z V1 W Z Cr V W \ C t0 fV N 3 M r-1 .-I 4.11 N. 1- I- I- N LIJ W\ VI Z OJ ...IJ Z cn R ,ri tii T 60 z z z z z z 0 0 0 0 0 0 GGGGLI w W W W W W V1 VI V1 V1 VI V1 .r .-1 0 0 N ni N P-1 N N P1 rV 0 0O aVi 0o ao 0 0 Entry 665126 TOWNSHIP 7 SOUTH, RANGE 90 WEST, 6TH P.M. YOUNG ENTERPRISES USA COC -65517 SECTION 9: ALL Cr V) z V1 N. 3 N Z N N 3 3 Cf W 5y/11 J Z Q W OJ U - N N N H 0 O O U G u W W V1 VI V1 x W N wl H N SW N }? i \ 3 e N W z W O ZI W a N W Z N O 0 \ J 3 Q H H N N z z Z z O O O E 0 w W 144 I N YOUNG ENTERPRISES USA COC -65518 V /V N N t0 o aa 0 ., 0 0 N N O 0 m m 1-1 eTIN co N 111 LO UJ SECTION 16: ALL TOWNSHIP 7 SOUTH, RANGE 90 WEST, 6TH P.M. YOUNG ENTERPRISES USA COC -65519 11/30/2011 Book 1647 .... .-4 . -I O08 0 IN NI 1,1 N N N N c -I N 0 0 0 O 0 0 La N Co ao CO CO 00 0 .-1 -4 .-1 - � 3 V1 a z 4 3 z L11 - Z V) 3 N N 0 3 w ut Z N Z z '27 w - N J J J 0 O \ J J J J VI Q Q Q O1 O ti N fY1 N N N N N Z Z Z Z Z O O O O O GGGI- U W W W W W V1 N V N N TOWNSHIP 7 SOUTH. RANGE 90 WEST, 6TH P.M YOUNG ENTERPRISES USA COC -65520 12/1/2001 11/30/2011 0 0 N N W W U.1 04 NI 4/1 \ v e N ~ ~ \ F -H Z 0 0 O N V1 N N N O O O r I 1= U U U 111 W 4J V1 V1 V1 Entry 665130 SECTION 26: ALL N N 0 1T a) 01 CO D_ ■III rilortliF' a 111,4 11II Reception#: 775661 09129!2009 11:59 40 RM Jean Rlbernco 10 of 32 Rec Fee•$161 00 Doc Fee -0.00 GARFIELD COUNTY CO LEGAL DESCRIPTION CC 0 V, J SECTION 29: N/2NE/4, SW/4NE/4, W/2 TOWNSHIP 7 SOUTH. RANGE 90 WEST YOUNG ENTERPRISES USA COC -65521 z3 el NI cn LU IN Lol ▪ Q w a a 3 DI O N m m m m m m ZZZZZZZ 0 0 0 0 0 0 0 F- V- H F- 1- I- (..)00(-10 lJl)0(-10 0 0 W W W W W W W V) VI VI VI N VI VI ORION Lease 0 J 0 z H 0 N O O 0 N m t0 T C W TOWNSHIP 6 SOUTH, RANGE 90 WEST, 6TH P.M. YOUNG ENTERPRISES USA COC -65947 SECTION 32- NE/4NE/4 TOWNSHIP 6 SOUTH, RANGE 90 WEST, 6TH P.M YOUNG ENTERPRISES MORGAN RANCH, LIMITED z a Z VI VI Q si z Z v N VWi Z m m 2 Z GG W VI N LIABILITY PARTNERSHIP, MORGAN, LIMITED PARTNER TOWNSHIP 7 SOUTH, RANGE 90 WEST, 6TH P.M. LARAMIE ENERGY, LLC JACQULYNN GEISTER SECTION 30: 10 ACRES OF LAND MORE OR LESS, BEGINNING AT 1- W W_ O V) N :- VI W 0 z i a z w 0 LL 0 z CC 0 0 LJJ w z H m Q e m m m t� - O V rn 0 V N M 00 0) N m m ID m V 00 "( r\ m a0 eti UO ID .� rn 40 .--r 70 IO y 4) ? Y 4) . ....r.-- 4) O (O C 0 LIC O CO C O N C m 0_ W CO 0. W CO 0_ W 0 N 0 NN N N .\1 VII CO\Cr WI 4-I i\-( 0000 O N THENCE SOUTH-EASTERLY TO A POINT 750 FEET SOUTH OF SAID NE CORNER. AND, A PARCEL OF LAND CONTAINING 2 ACRES, MORE OR LESS, IN THE SE/4NE/4, THE BOUNDARY LINES OF WHICH ARE RUNNING IN A "V" SHAPE FROM THE NORTH BOUNDARY LARAMIE ENERGY, LLC YEAKEL MINERAL RIGHTS COMPANY, A LIMITED PARTNERSHIP QI 0 O N m V1 (Y 0 0 0 0 IN IN CT e l e� el LO e 00 0 N 0 0 .-4 O O 0 O el N m 7 0) 0) 01 0 0 0 0 ei el e- l ti Page 20 of 22 1 1111 P '♦ NIMA117.4i1l r 1.01CliMlitilidliiii 11111 Reception#: 775661 09/28/2009 11:59:40 RM Jean Rlberico 11 of 32 Rec Fee:$161 00 Doc Fee:0 00 GRRFIELD COUNTY CO LEGAL DESCRIPTION UJ W V1 w W J ar v yA 0 0 O o z 0 H 3 0 a1 w z C 2 0 0 x z 0 r LARAMIE ENERGY, LLC w v N z 0 0. 0. I- I- 00 00 vi h W 3 < 0`3 m v W VI 1,1 W O ` ` z 3 4 4 0C x w UJ= 7 d , = N N0 1.11 o_ m m o N Z Z N z 0 O Z L) U 3 p N N 0 LARAMIE ENERGY, LIC JENNIE KRUML, DEALING IN HER SEPARATE PROPERTY k0 V e1 eti 0 - 0 1 CO o 040 ID W CO tD m 40 .-. m 10 O m Y m 0 Al C 8 0 C m 0. W CO 0. uJ 01 ON o 00 N IN v-1 epi m 0 0 N .'y 0 8 0 T y e, o N O O g 3 uJ z 3 z N N O z 0 U c O3 3 3g 2 i i d a v1 0: a in o_ a a M 1- I - 1- 4- ~ 4- w 4- 10 40 W 10 10 W tD Z 3 33 3 3 4 3� 3 a a 0 o c 3 rn w rn W 3 001 � rn W 3 ° O1 W V1 V1 W > IN IN 0 W V1 V1 W > W N V1 W? W V1 VI N N (7 N N_ Z. z Zdr, Z Z ry z 1 j Z N Z cc `n -114 V1 N cc cc cr cc _\ W = V =\ W = 0 x y�j N x c x W to W V1 W V1 F H w a\ O N 0 V\ O N 0 o j 0 v1 D �' 3 0„ 3 O F Q w 3 O r 0 w .3 VI O f- o W V1 ,n V1 V1 0 to Vl V1 'n O VI V1 V1 0 V1 N N J LO n J VD m C r+i Xi m o 0 a.- m m a MI - m m D- i4, - m m o. 4,) m m Z z = Z x Z Z xz x Z z = Z = Z Z VI Q Q z 0 z Q O z O z O O Z O Z O O 3 v 0 3 C 3 L) 0 3 u 3 0 0 3 0 3 L 0 OI- w N 4- w 0F w vw O � 04- wit 4- 4 0F wit .wn LARAMIE ENERGY, LLC N N O • 00 ‘17CO1D m l0 0 0'00 CO 0_ W8 rl LARAMIE ENERGY, LLC LARAMIE ENERGY, LLC LARAMIE ENERGY, LLC Z ¢ W Z < 1-- J Q Z W W (9 a Z 0 W 0 Q J Lu 0. V1 W V1'1 o N O 0 0 o_ 3 F- < 00 vi °C Q m Q d W Z o. V1 ¢ a cc 0W V1 CC 0 < a Z W0 Cr w a = CO V1 H N r .-1 '"":° O o0 10 01 CO r D 1D M .-1 m ey m .-i m LO �c y a- YD 111 C' YO Dl L� 0 10 0 10 C 0 40 0 m 0. w CO 0. w c0 0_ w 01 0' 0 o 0 0o N N N ` 04 00 00 m` N N 0 0 0 0 O e•1 e.{ N xr c o v 0 0 0 0 0 0 0 N N N N1 Q1 N , \ N 4 � 0 - 00 N m p O O 0 wi VI vi vl 0 0 0 0 e, 1111ric ,rA,lfrikt cigri+,:AELVilili 11111 Reception*: 775661 09/28/2009 11:59:40 AM Jean Alberioo 12 of 32 Rec Fee :$161.00 Doc Fee 0.00 GARFIELD COUNTY CO LEGAL DESCRIPTION W W W J 0 N Z O Z Q o 2 oc ¢ O p z 0 Q W a ro40 a J 0+ W 0 Fe 0 0 Z TOWNSHIP 7 SOUTH, RANGE 90 WEST,_ 6TH P.M. Forrest B. Ross, etal, Cont'd. SECTION 3: LOTS 2-4, S/2NW/4, SW/4NE/4, SW/4 TOWNSHIP 7 SOUTH RANGE 90 WEST. 6TH P.M. LARAMIE ENERGY, LLC SONDRA LEE CRABTREE, AS HER N 0 N 0 N 00 Q1 oif 01 06 - W r. W ZZ0 v O a v 0 o 0 3� =3� = , In n ln wNONO S. v - v S.v w ° 3 W ° 3 W Z Z n Z Z n Z Z O ui 0 ui C in Z Z N Z Z N Z Z O O z 0 0 Z O O 3 ~ 1- 3 ~ GG 0VI VI ° al � Ill 1W SOLE AND SEPARATE PROPERTY LARAMIE ENERGY, LLC BOBBY GENE ARTAZ, AKA BOBBIE GENE ARTAZ, AS HIS SOLE AND SEPARATE PROPERTY LARAMIE ENERGY, LLC CHERYL ANN BELYEU, AS HER SOLE AND SEPARATE PROPERTY TOWNSHIP 7 SOUTH RANGE 90 WEST, 6TH P.M LARAMIE ENERGY, LLC DANNY JOE ARTAZ, AS HIS SOLE SECTION 4: NW/4SW/4 AND SEPARATE PROPERTY SECTION 5: NE/45E/4, LOT 1 & 2 TOWNSHIP 7 SOUTH RANGE 90 WEST. 6TH P.M. LARAMIE ENERGY, LLC BONNIE LYNN WAYNICK, AS HER Oa r-1 1- \ O 3 3 z z v In Z z O O u W W 1./1 !n SOLE AND SEPARATE PROPERTY TOWNSHIP 6 SOUTH, RANGE 90 WEST. 6TH P.M LARAMIE ENERGY, LLC RODNEY W JOHNSON & CAROLE J SECTION 32: METES & BOUNDS TRACT AS FURTHER DESCRIBED IN THE JOHNSON, HUSBAND & WIFE LEASE CONTAINING 35.0010 ACRES, MORE OR LESS TOWNSHIP 7 SOUTH. RANGE 90 WEST. 6TH P.M LARAMIE ENERGY, LLC PARK HILL RESOURCES, LLC, A v a z z v a 3 Z Z N \ \ z v w w z . a W Z z m N m m Z Z O O G la W W N N COLORADO LIMITED LIABILITY >- 0 O V 00 n 0 l0 Vl m m N N r. N ti 01 0 N 0 N 0 O N 0 O �"� W 03 01 l0 .-� Ca l0 01 l0 . l0 n CO l0 01 W l0 O 1/1 n CO t0 0o tD to n l0 l0 n lD l0 N `0 l0 n l0 lD o0 n lD '+ co '0 .-1 00 a .-1 ,.1 la ', co 1e .- 00 lQ ti m l0 .-. r to Y a Y a Z' Y a Z Y a Z' DC a Y a Z x a a- 0 mO m 8 COo O m O to O op O op c O m C O m c C O Io c O m c O coC O m m d W CO d W m 0.. W an d W C0 d W C0 d W an d W 01 01 001 Q1 Cr, 01 05 0 S000 S 0 O 0 0 0 IN IN r.1 IN \ \ \ 00 \ \ ON CO 03 00 cn 05 .. e-1 \ \ \ 0 0 .ti 1-4 0 O 0 .--1 r. r+ .4 - o O O O O O O O N N N N N N N 0 01 01 O 01 0 O .\-1 r. O 0 0 0 0 N .-1 .-• e. r -I N .-1 N m V l/1 0 - O 0 0 co O 0 0 l0 '00 10 lD l0 n CO 01 O O O O O O 0 0 r r. .-I N .-I e. e-+ .-I r. .-I r+ 1 • 11119. I 41 I SLE 10NI' 1111 Reap;_» 72661 09.26/2009 11:5.4 m Jean m_im 13 of 32 Rea F:@.#Doc Fee.0.00 _ems COUNTY CO EXHIBIT "A" §ate¢ § ] - ) \ i § I � v.?\ / ©) # w O. 2 > o 0 ` z LU z / K I e < UJ > w U. 0 0 z < "- < ®Ch 2 0 oba2§ 6 ECC § 8 R o r 2 z § ) § Z.7 co 2 ( « DATED SEI KOKOPELLI PROSPECT LEGAL DESCRIPTION Lai TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH PM JAMES C JODA USA COC -51146 $ ¥f \\- $\• 0 ) 2Z< \zV)"0 ¥�\t ) 2226¥ \�/\\0 z z z z z 0 0 0 0 0 § § § § V/ VI VI VI m$ To Entry 411613 LIMITED IN DEPTH FROM THE SURFACE Of THE EARTH TO THE BASF OF THE CORCORAN FORMATION OF THE MESAVERDE GROUP TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH PM KINNEY OIL COMPANY LA cr. COƒen 4-1 AND KENT 5. JOLLEY AND LA 4-1 ANNE E. JOLLEY LIMITED IN DEPTH FROM THE SURFACE OF THE EARTH TO THE BASE OF THE CORCORAN FORMATION OF THE MESAVERDE GROUP RANGE 91 WEST, 6TH PM TOWNSHIP 6 SOUTH ORION ENERGY PARTNERS LP KENT 5 JOLLEY AND BRETT L 0 CO rqo § 40 Iv 0.(-401vl o 0 A IN \ - R 0 0 \ ° g \ ) - SECTION 28: NE/4NE/4 GARFIELD COUNTY, COLORADO 1111 E .6| � \144 .KI Filtli ri l ' 1 q _c pt:_ 775661 e.z,z 9 1:59.40 AM Jean m_.= 14 of 32 Rec F +@.eo _Jm»RF!ELD COUNTY CO LEGAL DESCRIPTION § 6 South. Ran ��c 0- ) /- ) 4Q\§�2CO4) I.'• VI v ORION ENERGY PARTNERS LP k 0 I 2 _ § 0 _ ORION Lease 0 k 0 0 \ c- k > re 4 ( er ti 1 41 ƒ7/ /k LI C X CO.70 §Q _ -0 = m _ - - \ ) c ` E Z< y§m§& �) z« a;±' -z tO k \§ 2 k \\)/))) VI � ) >• f \ e \ 45 }� �\\k%7±7 - - @%&6tLLI \me 4 \/ �,..L.. '• y \ ,, , \ t o \ Q \ / �)«f ....4 ......4 «ci 7$\/\ \7¥{/\5\/f » - - ® - ®� « J) \ » § /\ �\��\\�/ aZ�4 °�$f ..aa{)%m2o }gid ±gIN N®\§% -=660)0)00 {Z �/% �))�/p)/ \)#}ƒ�!-2a5 C 2 2 / )) §\ 4) �) k 00 4% 0; •f§ 2§\ VI I— e� m o u 3 34 7 1 VIII hY+'♦� 1� i1 tier i P'h4lr141 .111,1 11111 Reception#: 775661 09/28/2009 11:59:40 AM ,loan Alberica 15 of 32 Rec Fee:$161.00 Doc Fee:0.00 GARFIELD COUNTY CO LEGAL DESCRIPTION W W V, V, W CC 0 N J a a ? L 0 v a C co °o °u' 0 o O . , -1 a (o N , co wE v cri 4^ N 0 m m m O d W v' m a n d a u W aL.. a O` mo C C W 40 ` C o T O - m V' 7 2 a4 O C C m 3 c zt O 10 E u :10 10 N O N V 0 a o v., j ,I d v O. ,0 C C a O -c N N y. a. .L-. O l) C y 'tOi, 2 m« E 0 C N Z Co N 'ai, - W W a r a a 'O '^ w a c L O0-0 N H m N C_ .... V N a .0 C.c Y IV E a V Le v. lti N C m C 0 0 W m 70 a a l9 0 'c z U w vm a m c Y vi'ai a c o a 0 0 7 m m >0 ,- 0 C RI C L\ w C .... t m a . E a0 d) C 3 7 w > A m t �' N N y 3 o v n ami N 0 co 0 CL [F, •co v wZra a tri C la N m L m a C o.. E o 0 361 0 3 v c o v 2 c y, O c^ a a 0 C a N- a v '0 d 0 v a 0 u. . 7« O..0 = C O O N = C a 0 a e-0 0 E va, 'c. P. 9 E o° z 2 W a 10 a 4) J Z 0 z O z 0 0 0 7 0 0 a a L7 a 0 a E a e 91 West. 6th P.M. 6 South. Ran 0 1- 0 0 t t m ID a) C o. 0 a .5. a md m a .. COi O O 0 0 m a u -C o .0 N N 41 0 c .cg)e: o m 0 Z 0 a \ v _ 3 C C N N O a T Y ` > N C 0 W z .ti v 0 CO N 0 as u v tri a .0 co 0, r ,o v,Y 0 -0 O ac s0 r '17: Cr' a O .a. C O -c C 0 c 0 J 0 V, a a .. O ( 0. m 0 -0O 01 ti., C a u C - 0 0. a '0 Q 0 0 c 0 .0 O ✓ a aiS '6 Z J Q .0 2 vi e " m c 0 0 O O 0 0 0 va, JO 0: in VI VI Centerline of the County Road 335 Garfield County, Colorado TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH P.M. ORION ENERGY PARTNERS LP s a o 0 n a a 4) 00 Y ? u N 0 N .0 O .74 a 41/ o d-(0 L 00 l7 \ L O 0 O z o c N yV a a 7, W v Y van C O N .-' V3,3 -8 y N JO > c v Wa 0 0. A Z O a �, 0 7 e c Y a a > ` W Q 3 - W m Y Lc V, NC O y O C VWI Q a L1 ON V, 2 r. 2 3 v co 0 Z ` 10 d C W -z... L) W c Z Z, N Q 2 t0 ', Iz i 3 ` ` > Z�v''>�ac 04 O 'O V, O' .-4 0 01 0 O cc 0, d l_J C c C l.1 '- T C C= 0 0 0 41 T. "' c .2 o a .a a .a Y 0 N 0 d� t o I.,1 V, 4 0 1� 3 4.) in in LD 40 O O Vo O t0 al 0 .ti O O 00 o eo c CO 0. W 11111 AI 1.11r 104;1ir11 IN 11111 LEGAL DESCRIPTION W W V1 V1 W -J 0 N W J Z 0 2 < o 2 ccO u O • Z v 10 0 a W N 0 W m 4) J Reception#: 775661 09/28/2009 11:59:40 PM Jean Rlberico 16 of 32 Rec Fee:3161 00 Doc Fee:0.00 GARFIELD COUNTY CO TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH P.M. ORION ENERGY PARTNERS LP YEAKEL MINERAL RIGHTS n 0, 00a n c w N 0 N O N 1f1 m n 1 9i 1n 0 m Z 0 m 0 cc Lal O H Na. VI N z 0 N V N COMPANY, LIMITED PARTNERSHIP m V1 lay L7 CL tfisO 0 0 m z 0 m LolL) u 0 1) U m ID Vf J 0 z SECTION 26: NW/4 SECTION 27: E/2NE/4 GARFIELD COUNTY, COLORADO TOWNSHIP 6 SOUTH, RANGE 90 WEST, 6TH P.M. ORION ENERGY PARTNERS LP WINTON A. WINTER AND 12/9/2013 Entry 760678 n 00 8 00 IN N \-i O NN �, N rl A S o 4 0 0 N Cr, 0 0 .1- A A v W N N z c \ C W W 1Az v. z \ N 3 ` ▪ W , 3 ,3 e' Z N Z M W Z M N C 73:N .1 N In VI VI3 O O 3 O 66 ai on A A N Z Z Z 0 0 0 ld Li Li W W W 111 N V1 NANCY M. WINTER SECTION 30: GE 91 WEST 6TH P.M. v VW1 \ O W0 -_ z a W z w 0 gV V1 J _` 1 W o W Z H C N C 0 w ` w Z 1 Z N z D 0 m ..4: S FROM THE SURFACE OF THE EARTH TO THE STRATIGAPHIC EQUIVALENT OF THE BASE OF THE CORCORAN MEMBER OF THE ILES FORMATION OF THE MESAVERDE GROUP. TOWNSHIP 6 SOUTH, RANGE 90 WEST, 6TH P.M. ORION ENERGY PARTNERS LP THE SHIPMAN WINTER TRUST 12/7/2013 Entry 760679 SECTION 18: UNDER TRUST AGREEMENT SECTION 19: DATED JUNE 9, 1983 W Tr v W z 3 N C V1 • W z Z ni \ N 3 A Z ry F \ O of mN m Z Z O 0 U U W W V1 VI TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH P.M W - Cr W W Z z W C � U.1 C Z w r w Z z SECTION 13: SECTION 24: SECTION 25: THE BASE OF THE CORCORAN MEMBER OF THE ILES FORMATION OF THE MESAVERDE GROUP. 1111 Erii H119414161sllrhfrhit Iih'«1t14111 ! N1.,111111 LEGAL DESCRIPTION CC 0 telJ Reception 775661 09/28/2009 11:59:40 RM Jean Alberico 17 of 32 Rao Fee $161.00 Doc Fee .0 00 GRRFIELD COUNTY CO rr W 8 Vl H a Z J VI W a d 1a H Z 0: a. c 0 3 VD Z 3 O wcr N w 3 3 a z w 3, m 41 m N W 0 o Q Z N .. Z (7 W V < c, z Z m w z rri Q z w JO J 0.2 N. Z N Ce 0 i _ '-1 yNtn 3 rl i Z... -- 1.1.J U LL ' 1-- rZv F W N W Z O 0 0 0 3 0 O Z N Z= a U31 00 ai ai 0 ti m et Iri Ou D N 1--1 N m '-1 N N O N = Z Z Z Z = Z Z z J 2 0 0 0 0 2 0 0 0 4 33 < u 5 u v 5 GCQ o O W W W W O W W C7 LL F. V7 VI VI VI H Vl tilVI ORION ENERGY PARTNERS LP THE VIRGINIA W. ANDERSON N z 0 0 < o 2 r-. o 0 0 w z 0) m CO O � 0. 0 X v Io O W 0o 0 reH rn O O N O REVOCABLE TRUST DATED SEPTEMBER 13, 1991 THE BASE OF THE CORCORAN MEMBER OF THE ILES FORMATION OF THE MESAVERDE GROUP. CO N JOr. Ln o _ 0.10 00 00 O n CO un a O ry 3 C0 a, Z N O w O 5 .- 00 0 z O J O V a c N O O 0 Y O L L t -0 co a ' a0 O a4, 2 t ,LI ^ c y W LL Z a, CO a, Y CO 0 7 e0 13 a, A C H m c ( ryLA L a to N 2 a) o" E v � � ° 1° 0, 0) W 2 co co v = v-, 1 00 eri Y a v .. vi c v SD c, ac, a o a o ° x 3 z r•-; 1=33 12 N v o w Z Z W W 0 W t tn et 0 ° m �? v 3 •V, a' v c Y N W 3 0 " 'Cr a, 4"' a, N fp W a, - m N O m z o z 0 el 3 '- '° 0 °' v ,, 0 c 0 0 V1 Z w K LU l7 Z O m ON OV' M ry O U Ory K Q a z OJ < •- 00• 0 Z m m O o O aC v a, mCC 72 O ei03 ? y O N Na C m M v 1 0 rv0 H OD Idl ~ z 0. a z v' > a o 3 z z O OJ n v =O 4 p 3 v ° m , c a a, O oCAi rn u v _ ar _ o tD ° c u 2 aJ aF., c '� rJ CO! ry 0 0 = Z z z Z in Z '4 - O a . -O ,[ ° a J F ♦- F Lc, c-, 3G v a coo �t a)CCm D� VO N VWi H (.9 OF N c _0 U Q JO C7 ro 0 co V v Cal BASELINE MINERALS, INC. USA COC -73255 en N O N 00 0 O e -i 8 O ORION ENERGY PARTNERS LP z O co O z < y d m J F - Z Q 0 CC W C V1 WW W Lcc <V_1 z w z a W W I— < 0 z g Q0zg 0 0 ul RECORDING VIII (r♦ 3111r 111Mtlik h��l'I'i��,I�iI�M�4CI ISL Nlrrl II II LEGAL DESCRIPTION 0C 0 V, N 1.1J 0 i w 0 0. X 0) m 0 d J Reception#: 775661 09/2812009 11 59:40 AM Jean Alberioo 18 of 32 Rec Fee:$161.00 Doc Fee 0.00 GARFIELD COUNTY CO TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH P.M ORION ENERGY PARTNERS LP co o co C O v� 0 CO ul al ti OC C O N 3 0 ti, y c N Z c 00 0 Q ' 0 Zc N O 0 N Y 'a O L L ,c P m m 0 N e C ca kj Q L Z O al 0 Z'0 d v _ a, 0 3 00 �, ; o< m y c c Q O e-1 c .? A N r9 NJ 0 X W co 2 co m 0ru a C W Z y N. Cl. 0 N x Z O1 rn W O W c ,,E, 0. O m a v t ',-,' c Y O � ai -a'0 0)W v a •S0 0 Z O 4 N et m N 0 0) N w V, M to c �O N 00 N O O M m O 0 n 0 0 00 n m m J .. O 3 m 1a 2 N ar o o N N O v m ro %� v= �.. a d Z v> a Z z Z cc Q o, O C`aJ m 0 l0r. c U O O VI d .'L+ C '0 m U N '0 '0 CI' o a y In Z 10 `0 ° > � � m >. OLa d C j 0 `^ `t w cc rm 7 W N O Z ro N o0 O ✓t Vi t,, -0 U Q LD 0 Fa O U 00 10 Z W W l7 Q m 1p 0 ZZ 5 W W W ce cc l7 :J 0 0 Q J Z Z Q Q 0: cC oC K > o 0 l0 -1 N n c 0 01 0 .-, 00 0 0 0 M 0 .--r N 0 O N .-y LORALEE A. GREEN, HUSBAND AND WIFE GARFIELD COUNTY, COLORADO TOWNSHIP 6 SOUTH, RANGE 91 WEST, 6TH P.M. ORION ENERGY PARTNERS LP MARK H. IRWIN AND MAUREEN A. 12/10/2011 Entry 765448 00 0 0 N .-i r1 N O N 0 SECTION 6: A TRACT OF LAND SITUATED IN THE W/2 OF SEC. 6, BEING MORE IRWIN, TRUSTEES OF THE IRWIN 00 W U J W Z 00 0,_ LA! HZ N F N OG N WW W Z H K T Z Z w 3 O 0 , _ Z e O ~ °VIVI Q Q z a „' 0 3 LL Q Z 0 V' 0: Z W Z J Z Z O cc w C7 O Q 2 m U W K v; Z Z Z W o H W J W 2 O W W O LL U � r Q w N w 0 = N W W VI LL m NN S r` v 10 a m ,Ni 3 a 0 0 - n LL 00 ow Z N Z o s VI Q LL W 0 a O o Q FAMILY TRUST, DATED December 5, 1991 ALONG SAID NORTHERLY R/W 5 77 DEGREES 21' 29" W A DISTANCE OF 318.36 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT WITH AN ARC LENGTH OF 231.60 Om Q co i.o N Q w 3 3 F- V W cc Q1 LL W N Q co V, L.7 r" LL 0 r" N ry u v 0 LL m w F w -co Z O W m 00 U 0 N _ LLI O r, W Z Z m W 2 U H VI _jj V, W < W 1. W 0 Z W LL C V J LL W Z < W C O W 0: W < V, LL W 0 0 Q Q (7 O W p 0 ^ ZQ z 00 Q Q M n 3 Q VI _ = W Z W W V, COLLI U M~ CO .1 2 in ~ U cc W 'n 3 V H m z LL z S,- W r, 2 H O V, 2 Q w UJ 0 U Q W ? c W O LL W Q O LL l7 Z o, 0 LL Z W W Q Q�L,0Q ozQc0 W m n 00 w AA 0 c w Ln L.L. N W Q W W W . W 0 o z i g 4- z o 0 0 2= F O- W M U O^ Z~ Z D Z W !- W F W J w O LL '"' LL W o V1 O 0 W Q 0 0 00 (t.:7 W 0 V, K 01 U V, Z ."' O Q Q Q 0in 2 14 w Q= VN, 11 0 W Q U N= Q V C U V, a 2 Q 1 K < Z W ^r < 2 oI. < 2 o o zu o 0 F W w 0 H W J Z .~ Q 3 Z 0 Q Z 0 r W V r- F "' 3< wr Ct Wtr, -H W 0 01 LL1 WLU W W LAJ (" Q m LL N 0 H LL 0 A DISTANCE OF 00 7.0 ti LU V, 00 W 0 U. z U z 2 r H W ll v 0 LLIU z 1- 0 Q A DISTANCE OF 75.36 FEET; THENCE W m 0 rnW 00 0 Z0 LAJ LA- z f- a 00 LLA CC0 CO Z U Z 2 1- "4 N LL O W U z d r O Q v 00 00 (7 0 a N 111Pn.Hi1,hin141C41i1111004 11 Receptionit: 775661 19 of 32 09 11:59:40 AI1 � RecFee:$11611 OODoc Fee:0100 GARFIELD COUNTY CO LEGAL DESCRIPTION W W W J OF 185.83 FEET; THENCE N 76 DEGREES 56' 13" E A DISTANCE OF 134.52 FEET; Irwin Family Trust, Cont'd. THENCE N 51 DEGREES 43' 16" E A DISTANCE OF 138.49 FEET TO THE POINT OF BEGINNING. COUNTY ASSESSOR PARCEL #218106300219. A TRACT OF LAND SITUATED IN SEC. 6, LYING SOUTHERLY OF THE WARE AND HINDS 0 x N Z W < 2 ~ O LU u I- LL 3 a ilu. l W W 0 2 2 2 w U 2 v1 Z 1- 0 �7 Z 74 > 2 U U Z LL r LL CC 3 OJ a m W 2 a 1" 2 1%1 Z W U W W 4-- W � 3 1-u - W = a m I- Z 0 1__ V a w w 0- LL a 41 0 3= W ¢ 0 w !W1 V . CO 4~/1 a J W u w w O LL F of N `"ry Q 0 N xWx la o3 O O OU v1 S O FOLLOWING COURSES; 5 57 DEGREES 13' 19" E 107.43 FEET; THENCE S 82 DEGREES CO W N W V1 W a U W N W W . 2 Z ,y LL 0 Z LLJ N m O x < W d H N W M W W H LLI LL Z O V. W LL ett0 H tart ‘.yOl ✓ m ^ F m w N V1 W W W UJ W m CC 2 'a CQ (7 W O O 1- t° 00 uJ F LLA W UJ CC VI L1J 711 W C7w U. 'ti a W V l° H w 0 2 0 N 0 N w N In lD co1L. H , W W a LD uJ W m Z W 2 LL - 0 2 W" 2 W x 0) N M Z 4- � W F - Q W W h L,4-, w a U uJ LL _ l7 It 2 W W O 0 F O m V F 0 N r1 W W W W W W LL - ...1 a U 01 M � 'W W W LA - 00 CO CO W m O W CC a 00 z u 2 611 x H F LL O CO m N 01 N W UJCC 0 11 THENCE 5 85 DEGREES 15' 29" E 105.88 FEET; THENCE N 86 DEGREES 50' 46" E 70.40 FEET; THENCE N 65 DEGREES 20' 22" E 106.51 FEET; THENCE N 64 DEGREES 01' 04" E 147.51 FEET; THENCE N 81 DEGREES 50' 53" E 71.34 FEET; THENCE S w W a W W 0 LL _ W lD 0 0 LflLn O y01 V1 L., J uJ V W N a w o a x ry f= 44) W W a w W n LL a w LI u N Z U.! m N S F W Ln W Z " "r W m -1 H N W W W w CC- 0 U. O W ° N 0 00 N W W W W V O a 2 m w ww rM+1 0 H WL.nW w N W CC LL W U O 0 W Ql 00 F- -t VI V z S 4- H W W LL ti W v O N a 0 O LLIU UJZ S H H W VI 40 W Com N 44 DEGREES 46' 12" E 91.02 FEET; THENCE S 48 DEGREES 48' 42" E 36.46 FEET; THENCE DEPARTING SAID DITCH CENTERLINE 5 41 DEGREES 36' 34" W 74.74 FEET THENCE S 76 DEGREES 16' 18" W 51.74 FEET; THENCE N 74 DEGREES 49' 45" W 57.41 FEET; THENCE N 45 DEGREES 10' 24" W 53.88 FEET; THENCE N 05 DEGREES U5 HWY NO. 6; THENCE ALONG SAID NORTHERLY R/W LINE OF THE FOLLOWING COURSES; 129.10 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 01 DEGREES 18' 00" AND A RADIUS OF 5690.00 THE CHORD OF WHICH BEARS S 73 DEGREES 24' 30" W 129.10 FEET; THENCE S 77 DEGREES 21' 30" W 1448.10 FEET TO A POINT ON SAID WESTERLY LINE OF SAID 111 h'ir♦teiTik 4144 aelrifi'kii1.111,i 11111 Recept i onti : 775661 09/2812009 11.59:40 AM Jean Alberico 20 of 32 Reo Fee :$161.00 Doc Fee -0 00 GARFIELD COUNTY CO LEGAL DESCRIPTION RECORDING w W N H w J W 0z 4 z Z O V1e3 0 W Q in cc p ,•• V1 N "' h (7 W. v+ Z W z Z W co '^ W 0 Z hco Z _ -st.o O a+ v+ �- J OJ V C Z< O O U Z O O Kt W z u O M W z w J m V Z O 0 W Z O ? V J ,� O m 7 W M H W x W Q L!1 U= O Q O U S O¢ N Z= Z r O U 2 z O Z I- O K O O Z O O Z F ry Zen ii. O ZLL, 'n z O Z 0 w Q J W Z d w a w VI ni O (7 Z W Q Z N O W r Q X 141 W W ywj M¢ OC W W F=.- Q C w W ~ Q W W W H ¢ W w O. m O Y O O cr O W7 H Q z m tD M z z L. a l7 u¢ Z cc w F_ a W r; w uez. Q W M• u 0 �m �agi3o °n.ulou'nL, i0003� '�V'LJxw o�.1-.>.w<ZCC r, O W Z U v1 O 2 W kD LO x W d' �++ a0 H CC titx 4 = H O Nz It N K W w N N F- N 0 F H V1 0 H H N Z F"' Vr Z Q H 1 n T z �; Z 3 F. W O v c:73 O z u S O Z u S O Z -a z o 0 0 00 Z x O 0 "' 0 0 Q W¢} S U Q W Z i.' 9 O W p w O a W O W O .r W Z W¢ O W O w J N Z O Q V F-- W Q x W LL= W? Q W I'. Q? ,t-, W H Q?¢ W ~ W - W W H Q? W W O W W 1 \ W CC w x O OC 0: F- w �' h N WOC W w CO LL w C' O CO 0c Oc S cc H W = Q W W K= L W W C4 x C W .-. et is Q W W C x t w W OC Q C M Z C G W Z 3 Z o W <z -4z W W F 3 Z ul W H Q W v W O (% '^et u w �t70� W u. wo�u'^�o3ua.0al ,...,a deo 3u ,;� zo N Q O H m= W Z a 'Q^ _ i H 0 1= n m _ z O F S O l0 La Z O fix- x IL O O Q N Z Q w �o• Z W V1 r x O t7 W u x O L7 " W x O t7 w u x 0 l7 - u S O tD w u u z N 7 1- w, O W N K O Z O N "� Z Z O N W Z z O v W Z .Z1 O ti W Z Z O W O w N O OJ I W Z� 3 ¢ W Q "" ~ �y oC ¢ M F- w C Q .-i F W W Q N F w z Q I p u N Z �` O O Z W K H �' = rL W „~, N o: w H N H F N w w N Z "' W Z O O W J C 3¢ w W W V Q Z LL W U¢ Z Wy W U¢ W LWy, w V¢ Z �Wy W U } ,, x z¢ W w 3 u u ~ 3 w Lt 1 3 w cG r 3 u 3 W so ¢> Ur Z H J 1- U N x W W I� O O W U �D O O W V M t7 p w W M W O W V t!1 w at Z O w F Z W Z} W ZL. ~ N NLU LO X X O Z LL Q1 Z LL m n Zv. LL P l�0 Z LL= n iN z¢ 6- 0 m z s l7 O O z w x Ci l7 ui m= O L7 _w N= O z w Z= O W ni x ¢a = W O Z N W Z w O a Z O In W O Z Z W O Z OZ 'y W O M W Z m uv p 3 O O W O Z J W O Z O U f- Q 3 l7 y� p H Q N U Z OJ c U Z J -J U Z J¢ U Z Z O z Z Z S Q W m W O W D: F M ¢= Q Z Q cc Q O z¢ OC 1.._ 40 Z Q ce ¢ in W Q Q Y W O S 3 W W W M W I- .--1 w w �"� W W j W W W W W W V1 W W N N w y, J .W O LL 3 z Z u. W F- Q W W W~¢ W LL W~ Q Uj LT W a7 w~¢ W w W~¢ Z x iDs ¢ZOO~GCDuv�=uNs=3uMocx3uoocc=3ucz=� H O C 7~ J 0 W 0 W U O_ W ° V W W O t7 U w W in 0 V W W m 0 V W 7 7 w O Z a O ¢ O Z °0 x o '~¢ x v 0~ —2MQ) w W x x O w~ Mr NWUJ 0~ x w O Vf h¢ Q U w W ¢ lD W F- '-1 0 o N m O O H 1- to O o F- f O O f' 1- n O o 1- J Vl CC O N 1.11J Exp Date INFORMATION 10 0 W CO d 0 0 ae o 0 2 LEGAL DESCRIPTION Irwin Family Trust, Cont'd. • 1'ritor'e4ihtiqrapv44 ie:tii leuiii 11111 Receipt ion#: 775661 09/28/2009 11:59.40 AM Jean Alberico 21 of 32 Rec Fee -$161.00 Doc Fee -0.00 GARFIELD COUNTY CO SAID COUNTY ROAD; THENCE N 73 DEGREES 40' 56" W, 189.34 FEET ALONG SAID o x N Z 0 W = rl 0 Ou m W 0 w tel 0 CA LA 13 00 Z O O m W W VI Z Z 17. 0 mi u = 1.61 W N W W H y l% w z cc 0 w W < 0 C 0 1- o r WN W Z (7 VI W W 0 n U 0 7 N W a 1 0 00- O O O cr cc W VI Z 0 N z W Q Z w o > O Q Z C U 3 0 w 0 0 Q O N N 0- w r, w i LL VI O W W > z z J b W W LL CO M W IN I- y. 0 a In 0 W ON 0 oc 0 Lu x H 0 0 0 O 0 O >- -J J CIL4.1 O ViLL POINT OF BEGINNING. COUNTY ASSESSOR PARCEL 71218106200050. 0 Z Q A TRACT OF LAND SITUATED IN LOT 5 OF SEC. 6 LYING SOUTH OF THE NORTH LINE OF SAID LOT 5 A FENCED, EASTERLY PARCEL N0. 1 AS DESCRIBED IN BOOK 369, HERLV OF THE NORTH RIGHT ND IN USE, MORE COMPLETELY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID LOT 5 O V1 W 00 0, 0 O ut 4 00 V Q 0 C Z 0 u Lu Z r 0 z 0 V z LI) ua x CC 0 z x 0- 0, z 0 Q LLIti W 8 O 14.1 tl 00 0 CO 00 LA V 414 Z S F- H U. CO UNE OF SAID LOT 5 AS FENCED TO A POINT WHENCE THE NW CORNER OF SAID SEC. 6 BEARS N 16 DEGREES 09' 35" W, 1519.77 FEET; THENCE SOUTH 144.18 FEET; W O 01 W W n U Z ut W W u W LL ZQ s IA Wa 3 z W w O s w U 0- I - w Z x Z LL 0 O C 0 < O z co+ w a VI O CC V ~ Z = Z x 00 O Z H 0 V J w0Tru Lu Tr w ONO Z Z Q O Q Z ui U 1__ OJ 01 r LL Z .- w Q W W u W Occ a 3 • - O Q 0 0 ,- cc - (-4 w O W Z LL 113 U W 4.1 N U Z 00 z Z w Ce -2 F- W - H � SAID LOT 5 AS FENCED, THE POINT OF BEGINNING, AS DESCRIBED IN WARRANTY DEED 0 0 V z Z 0 V LU 0 LL a 0, LU f - O m IN N N 0 L701 O. sc3 Q N 0 O m Z COUNTY ASSESSOR PARCEL #218106200051. 0 Z Q A TRACT OF LAND SITUATED IN THE SE/4NW/4 AND NE/4SW/4 OF SEC. 6, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY R/W FENCE OF A COUNTY ROAD WHENCE THE NW CORNER OF SAID SEC. 6 BEARS N 33 W Z J C w W N W Z w Z J Cr C U m 0 LO O iv 3 1- 0 w m H W N 0 0 U ce ut j_ 0 Z w U LL VI W In In Z VD Z 00 I- 06 0 C N 1- V Q 0 W W W Q 0 Z w - 0 V)01 Z U Z 0o N W 0 F CO ,-,4 ~ Q W W W = I/0 U u '^ C cc o Z V1l7 w 00 ,I-1 0 0 x I- Lu 0 z_ I w W V)0 x I''' ' C L''0 w m W ., w u z N0 Z < V C W W N l0 x C m W H Q N = w W 1.1 W w W 1 - .ti 0 2 a LL C co 1- m O {(1 ICi1 I V W m w V Z w w LL w W W CIL CC 0 W O �o V1 W O V N C U = v/ m O r THE FOLLOWING COURSES; S 51 DEGREES 43' 16" W 138.49 FEET; THENCE S 76 DEGREES 56' 13" W 134.52 FEET; THENCE N 87 DEGREES 43' 10" W 185.83 FEET; THENCE S 87 DEGREES 48' 14" W 120.88 FEET; THENCE N 48 DEGREES 48' 42" W • • 1111 ra 11 III ReceptionP: 775651 09/2812009 11 59:40 AM Jean Albertoo 22 of 32 Roc Fee: $161.00 Doc Fee:0.00 GPRFIELD COUNTY CO LEGAL DESCRIPTION W W V1 W K 0 J z o z a i 0 O W Z O Q W u) co0 IL w J m 0 Fc d O z VI x w CC W F I- W V 00 0 O O yZj 01 0 1-- 0 f .-1 N W z , 0 W w w Z m Z u- ti > .r W try W '.0 x n N J a w W F= to ,c w V j. W > 00 W 0 N n w (_ .�'1 .1 00 .-, w w at to w UJ 0L' w N Z W W W ti 0 - 0 z 0 m 1. W W O `Do Do H ••••'. Z NO ° W Z W NZ 0 W LL l0 0 l7 0 v Q 0LZ h. N• I J m . = N u) LU`f F' CO = 00 z r• w O W W 0 0 W LL 0 V1 d X 3 F Z z F- ui ,-1 w 0 L) - w z z W L 3 0 xF,'H e W 1` W .-1 c 0 W Z N N 00 W W ,-1 0 V W V Irwin Family Trust, Cont'd. CONTAINING 158.99 ACRES, MORE OR LESS. 0 V Q w z 0 al _ 0_ W LA 0 Z W 0 W La LD w oo u1 N Z w Z N w Z w O V 0 Q z o w Z w O 7.....,,,".8 W Z Co v1 O w O cl w 0 0 0 v W H co, z u.ut W O ,n V O J a w Z O O m w Z O Q m Vin Z W Q Ln cc O O m Z O W O Z H N Z W Q o/1 Z x W~ n w S Z H to I/1 V W 'i O W Q D: W W x z? W ly x Z? tu W Lel Ow F- Z W w W W cc z 0 w CC w Q CC S w W w „um, )'" W W w ~ w w Q1 r S w Z N 00 H O., O Q CC Z 0 ., a 3 u v o~ 3 4.1 14'.. o a u r, 0 w Cr 0 'g 0 1. Q W R O W W lD D al - W w U1 t/1 W O W LL Z O V 1A O Q x W UO V1 x S W V Vf = x w CO O S Y- wi 00 VI Q V w O N N? an ~ CO N O F F= V1 0 1- f- ti Ln Z_ H 0 to Z �„� N W x l7 o W Z W �„ ) g W z w V' a w x W Z '. w Z o= �' w a V 0 0 z V O z V x O z- V O O V w x 0. V Z a W a z 0 cD T Z z O m 2 z z 0 = az Q et ~ W 0: x W w W J Q W H Q J Q vt w Q J Q W H J ~ W H O. C W x O K O: H W K H cc H W Lu a. w W a z i W 7,r 3 z o W F Q z w w Q z w W} �S Z; w I- C W V ON a LL W D O V m 0 0 3 u O^1 0 0 U p'"' 0 0 W 0 0 6 X O UJ w u' A' z p '� W '� OO a x W r. Om O x W CO of °� O ~ W o �O D H m x 0D S `� N O F x H S S w Q W 63 ~ V W Z O H W W Z w~ W W Z LL 1•- W W Z O F W W Z r w In 7.= w 0- V x 0 V' - V x 0 l7 =7::: V -7-.. w l7 V W H w V O W N cc 0 Z Cl N W 9 w rl N Z 0 C] V Z ? ei 'ti Z . . ! u . II 3 O F LU N w 7. F riZ m Z z J V? Q> w LL wt. Q Z LL w V Q Z W V Q w LL W U Q t.9 LL Z Q Lj O l',---' Z ry F w w O w Q 3 V O w 0 3 V m w 0 3 u+ a.9 CC p Z ee l7 LL w l7 1- = m 0 0 F- x •.-1 0 `^ x 00 0 2 t- F O D O 1- i m 0 R L Z cc z O O z ui 00 = O 0 La. m Z O C7 -La r z O z w us' z O N V OC �% J p g 0 l7 F- 00 a Z O N W Z Z O" W 0 Z O- W O Z 0 m U 0 Z 0 W m W o LLWi aJc w m Z Q c Q 0 Z c a O Z a c W Bo z a c d w 0 3 LL W W m w W W I- .-1 w W w H .•1 W W W W V1 W W w N U W V1 W In .ti Z w w F- Q Z w W H Q Z w w I- Q Z w CC W F-• Q Z ZQz0 Qouaz=3uNz=uw., xu0000 =v 3 ac 0 N J O W N W 1. 0 V 0 w Q 0 U W W v, 0 V it.., W Vl 0 V W W O~ O Q O Z m x o W~ Q S a w~ x x m w~ x OW ~ 2 x •- < 0 w w Q �p ui H .-1 0 0 V1 1- m 0 . H In 0 0 V- 1- .+ D O H 1- ORION ENERGY PARTNERS LP 11/3/2011 Entry 772964 F • uIllmi. Leri'�imila�LL�aI'I��tonfiiw;,:ti o�,ili 11 111 Reoeptienit: 775661 09128/2009 11:59.40 AM Jean Albertoo 23 of 32 Reo Fee:$161 00 Doc Fee. 0 00 GARFIELD COUNTY CO LEGAL DESCRIPTION W W N H -J J cc O N W J J W_ w I w O Q Z h w O r x x a r- m W w W IN CO ,,� O Z O w z (7 ^ r W ¢ O oN r w ^ Z Z Q N P W r w O w O cC p Z x O J z v1 V1 w J Z O Z W U C O y F r CA ecU Q ZD O P u.i W w x uz' Q? w O x >. z Q Q x • p x W O w w x w w v, 2 ?i. O K F-¢ u�' w QO I- 33a O O r 1 z O= i O~ O w w W¢ O Ucc z W a-1 cc 1-c2 Q LL r W O O --rn Z w z W IA; J P O Z a w V F- z r w V O w V u Q M 0 - O O r J C W. W= Z o W r w z Z Q 1t1 O O 0 Q Z O Q 0 .-� l7 w V'i:c O 0 Z N x r ", w Z 17 M S w W alLnV O O m W O p L, .... V r O¢ P z m z LL t7 , aYc j s r Q z owc Q r z¢ z z w Z O?¢ u O Z 111 a O r w p O LO 1¢it O O N o w uQ' 8 w i -. w O a w Q 0-I LLI Z aF ,Ni Z A u' z, w0 ¢ P O °,F° 0 ,C.:,), Z f- 1a oN „ V V Or O LL Q J �L! W O W=- yrj n w A Z Q P j z �,j N U W Z= Z r¢ C ¢ w CC w,D a a' O ZO 11 Lnz w N Z w "� ¢ F Or W W T x o: 0 z 0 l7 ¢ 2 N w l7 Q O O O z^ U W C .il O vi Z Z O iu x •r r O U O Z w 3 U vi P Z P Q cr v1 Ov J N W¢ CL U Z K O C V1 W 6,11 O Q U _Z H = W 0 0 OJ Q h w Q C rMi S 3 C w W Ou N a W 1!1 Z w LL C an W l� w U 'x' w W I o z W LL 0 0 01 o u o a° W ocr,Z z a LL Z d 1n a C7 0< .-� .� O z O O w Q w Q p w v, Q CC= 01 ~> Z O Z z W a N O¢ LI z ry 1 `n U w^ U a O CCO z z O Q° U r O Z N Q N a' Z r O zr? u OQ 0 �i W W W J W ur' N Z w w w Z- a1 F LL¢ a Q V C7 0 z Q a w¢ Z 0: Q S Ou ¢ Q o ,*r)x u w 0, .-+ r .r w Q x n P Q a"- N r 1 Q P Q 0 0 U¢ x O w w Q o w 0 a al 0 st F. N. N Z wa' O Q O r v1 ? H w l7 r J V .t1 w K a rsi U l7 Zr to = d 2 3 p 2 uw+ ,,, p P Z P W w p O w r °� t7 Q 3 1Z., ¢a O m w Q 3 C7 .� U' W W W d Z Q Q H 1++ w 2 W W Q O O r w J m U z Q C O C o V u 01 w 5 w V Q 3 w P Q N r K q .4 W N= W vi w to Z w W z 00 O O O, P Q LO Q CO V1 W N Z F v w r Q L7 w w OO W N H )- 0 0 r Q w} LA V 01 w Z W W w w Y w Lt, Z x W U x ¢ Q r V O Q C Z lD O N U N w U 2 0 fa+1 CD U W >> 7 l07 _Q j_ a y Z P Qa' 3 w W TX w Q W l7 w P m ,.y W F_- S u7 O w d 0 v1 O w W A z F- W a w W vl w S Cr' w x Q z n O P r J Ln O v1 v1 0 1r O L.L. a Q¢ O a O P ¢ 3 "� m r N Q r v1 Lease Date a' d 0 0 O Z 0 0 0 0 0 CO 4.4LLI U C CLC 0 N z J 0 U CONTAINING 20.23 ACRES, MORE OR LESS. 1111 x111101 YiF11,411111.1t1l,ilr,1r h 11:10011i1ii 1111 LEGAL DESCRIPTION Rec.plianti : 775661 09128/2009 11.59 : 40 AM Jean Albsrioo 24 of 32 Rec Fee:$161 00 Doc Fee.0 00 GARFIELD COUNTY CO NORTH LOGAN WASH PROSPECT LEGAL DESCRIPTION cc cc 0 0 H N N N W W J J 2 2 O O Z Q 2 C o io 2 cc 0 p cc O p Q Z ,t i v v m rti O 0 CL a x x W W W d 2 0 K O O 2 ORION Lease O 2 T7S. R97W. 6TH P.M ORION ENERGY PARTNERS LP SAVAGE LIMITED PARTNERSHIP I 9/3/2013 Entry 764207 00 0 N m 0 O r-1 SEC. 8: TWO PARCELS OF LAND LYING WITH TRACT 39 (NE/4NW/4) AS FOLLOWS: PARCEL A: BEGINNING AT THE NORTH QUARTER CORNER OF SEC. 8: THENCE WEST 660 FEET TO A POINT; THENCE SOUTH 920 FEET TO A POINT, THENCE SOUTH 40 DEGREES 43' EAST 26.94 FEET t 1'- F - w '- W w LI./ W w W LL LL Li/ LL LL m 1-1 LL N m CT n T m W Oml N rri lD M !- f- °c ~ 4- V1 Q F w W W w a 3 3 W Ol .-1 rn M 0 N m O Vl N V1 V N N W W y1 W W O W W W W cc cc W o K cc 0 W W 0 W W O O u., 0 N C0 0 N cr .-1 rn N .-4 H F-1 F F4— D z Q z O z O Z O Z O Z Do_ '...Id u o. 4.) 0 u 0. 4.) a a W a W a W a a w a o z o? o o x o F o T T T THENCE EAST 559.0 FEET TO A POINT; THENCE NORTH 1,320 FEET TO THE POINT OF BEGINNING. (CONTAINING APPROXIMATELY 19.10 ACRES) PARCEL B: BEGINNING AT THE NORTHWEST oC Li LL O zti z z 1 F 0 z CC0 THENCE SOUTH 442.9 FEET TO A POINT; THENCE NORTH 67 DEGREES 32' EAST 89.33 FEET F 0 0.0 4- THENCE NORTH 18 DEGREES 26' EAST 418.4 FEET 1 1111 In loY'iviwutu F nc «Krrili10141,11, RI 11111 Reception#: 775661 09/28/2009 11:59:40 AM Jean Alberico 25 of 32 Rec Fee:$161 00 Doc Fee:0.00 GARFIELD COUNTY CO LEGAL DESCRIPTION w w uJ W J C4 0 VIVI J ORION Lease z T7S, R97W, 6TH P.M OXY USA WTP LP x Z 3 O J z O gLL LL < 0 Q J w z c O. w O z 00 v REVOCABLE TRUST C W C ¢ x re O z x 1- ¢ z z z m a cc U a CORNER OF SEC. 8: Z z a O 0 Oi- W W w W w LL O O N LO 3 ° w 1.1J zz U.1 w z F THENCE SOUTH 40 DEGREES 43' EAST 26.94 FEET 1- I- ¢ W W w W LL w w LL LL M e-1 LL Ch .-1 CO Ol 01 h.M M l0 m . M ..0 M m - rn N N H W WS W W 3 ¢ 3 W in in 0 N M 4 In Ln Lr. w C W t/1W W W W W W W C C W C C 0 O 0 W 0 0 N W N N 4 .-4 M N 1-1 Z NO _z o z ON z ON _z O 0 w 0.' O W 0 W O W 0. U 0- U a U a_ 0 a v Z Z z z Z 0101010101 H !- H H H H Y- F V- H TO A POINT; W C V 0 41 ›- 2 C¢ C X 0 C a O z z 1 z 0 L.) PARCEL B: BEGINNING AT THE NORTHWEST NW/4 OF SEC. 8: CE SOUTH 44 THENCE NORTH 67 DEGREES 32' EAST 89.33 FEET TO A POINT; THENCE NORTH 18 DEGREES 26' EAST 418.4 FEET T7S. R97W, 6TH P.M. ORION ENERGY PARTNERS LP RESURVEY TRACT 48 a. x N ceW CC z CC a 0 z z a � J W 0 ¢ cc 9/3/2013 Entry 756853 RESURVEY TRACT 49 Page 13 of 22 a• • ■IIII PIPAriii4 ICKI:111 444'h,rG4'r;Qi0,I114 11111 Reception*: 775661 09/28/2009 11:59.40 AM Jean Plberico 28 of 32 Rec Fee:5161.00 Doc Fee:0.00 Gi1RFIELD COUNTY CO LEGAL DESCRIPTION z 11 0 z Q 0 2 O 0 8 0 z 2 W to a O. WCO ORION Lease O J 0 z T7S. R97W, 6TH P.M. ORION ENERGY PARTNERS LP DANIEL W STROOCK 9/3/2013 Entry 756852 RESURVEY TRACT 48 RESURVEY TRACT 49 T7S. R97W, 6TH P.M. ORION ENERGY PARTNERS LP SUE VAN DE BOVENKAMP 9/3/2013 Entry 760343 CO 01 a Q Q CC 1- 1- > > W W K > 1.4J VI W W CC CC INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND: CONTEX ENERGY COMPANY ADELE RICKSTREW, A MARRIED T7S. R97W, 6TH P.M. WOMAN DEALING IN HER SOLE RESURVEY TRACTS 48 & 49, ALSO DESCRIBED AS: AND SEPARATE PROPERTY O 0 CO N MI a O 0 - n m W 0 O O O .y z O 17"- 2 cc 0 z 0 u 0 u 0 CO i 4- O LU 8 0 W Q c 0 N Cl W ¢ Z LL ✓1 > 1" W Z a Z UJ V1 W QI r1 Li N h N INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LAND: T7S, R97W, 6TH P.M. RESURVEY TRACTS 48 & 49, ALSO DESCRIBED AS: 0 z Q W 0 ut CC z 0 z o_ � w Q F O d Z Q 0- O CNIN 10 0 0 0 O 1-4N O .-1 m w z 0 i ¢ O z Q ¢ 0 ¢ 0 x r O W CO X Q 0 \ a O 0 VI VI w W Z LL a W W ✓ Z a ZN W VI W P a0 O+ O V V U N W W N VI VI I Q.. D O 0 INSOFAR AND ONLY INSOFAR AS IT PERTAINS TO THE FOLLOWING LA CONTEX ENERGY COMPANY AUGUST P ETCHEVERRY & RENNIA d 1- ¢ crl 4— M ETCHEVERRY, HUSBAND & WIFE z 0 1- d i O_ ccz Q 0 ¢ 0 x 4- '^O a W o a w m 2 x u F N UJ 0 O VI 0 m dd O C\---.. O a 3 w O o8 ry a I- COZ W--..- Z < VI 4. lir\ U \ \ 0 W d of W w K z a Z H N \ N Z Ww " \ vi w N W Cr; r1 r-1 r-1 ¢ in Li li W W W W V ¢ VI VI V1 F o_ 0 0 1- 0 L4.4 I- --:. - J N LU 0 t0 0 N • 1111 rii ler'iir141n ICWi+r;lrV' It 44 11111 Recap t i ontt : 775661 09/28/2009 11:59:40 AM Jean Rlbertco 27 of 32 Roc Fee:$161.00 Doc Fee.0 00 GRRFIELD COUNTY CO EXHIBIT "B" ATTACHED TO AND MADE A PART OF THE ASSIGNMENT, BILL OF SALE AND CONVEYANCE OF ASSETS DATED SEPTEMBER 22, 2009, AND EFFECTIVE AS OF APRIL 1, 2009, BETWEEN ORION ENERGY PARTNERS L.P., AS SELLER AND WILLIAMS PRODUCTION RMT COMPANY, AS BUYER 1NellNafne Well Pad ApICoe: Qtr1 Qtr2 Sec Twnshp Rng County Hilton 36-21D Hilton 23-01 Jolley 01-08 Jolley 08-213D Jolley 08-215D Jolley 08-3130 Jolley 08-315D Jolley 16-230 Jolley 16-240 Jolley 16-16D Jolley 16-17D Hilton 16-360 Hilton 16-370 Hilton 16-3120 Jolley 16-01 Jolley 16-04D Jolley 16-12 Jolley 17-06 Jolley 17-250 Jolley 17-260 Kokopelli Fed 17-14D Kokopelli Fed 17-16D Kokopelli Fed 17-24D Kokopelli Fed 17-150 Jolley 17-06R Jolley 17-01D Jolley 17-02D Jolley 17-03D Jolley 17-040 Jolley 17-15 Jolley 17-313D Jolley 17-315D Jolley 17-3160 Jolley-NewCastle 17-07 Jolley 01 Kokopelli Fed 18-213D Kokopelli Fed 18-215D Kokopelli Fed 18-3130 Kokopelli Fed 18-315D Jolley 21-02D Jolley 21-030 Jolley 21-210D Jolley 21-211D Jolley 21-2120 Jolley 21-39D Jolley 21-310D Jolley 21-311D Jolley 21-312D Jolley 21-29D NLW Conn Creek 08-21D NLW Conn Creek 17-21D DOW 25-01 Pad Hilton 23-01 Pad Jolley 08-02 Pad Jolley 08-02 Pad Jolley 08-02 Pad Jolley 08-02 Pad Jolley 08-02 Pad Jolley 16-01 Pad Jolley 16-01 Pad Jolley 16-01 Pad Jolley 16-01 Pad Jolley 16-01 Pad Jolley 16-01 Pad Jolley 16-02 Pad Jolley 16-02 Pad Jolley 16-02 Pad Jolley 16-04 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-02 Pad Jolley 17-03 Pad Jolley 17-03 Pad Jolley 17-03 Pad Jolley 17-03 Pad Jolley 17-04 Pad Jolley 17-04 Pad Jolley 17-04 Pad Jolley 17-04 Pad Jolley 17-05 Pad Jolley 17-05 Pad Jolley 18-03 Pad Jolley 18-03 Pad Jolley 18-03 Pad Jolley 18-03 Pad Jolley 21-01 Pad Jolley 21-01 Pad Jolley 21-02 Pad Jolley 21-02 Pad Jolley 21-02 Pad Jolley 21-02 Pad Jolley 21-02 Pad Jolley 21-02 Pad Jolley 21-02 Pad Jolley 21-02 Pad NLW 08-01 Pad NLW 17-01 Pad 050451844900 050451611100 050450635500 050451603200 050451603300 050451603500 050451603400 050451733800 050451733900 050451734400 050451586400 050451734000 050451734100 050451600500 050451457600 050451457500 050450742200 050450742300 050451726500 050451726600 050451767500 050451767400 050451767600 050451767300 050451785400 050451327600 050451371300 050451371200 050451327500 050450743500 050451586200 050451586100 050451635600 050450671800 050450639700 050451626400 050451626600 050451626500 050451626700 050451457400 050451457700 050451792000 050451791700 050451791900 050451792200 050451792100 050451783700 050451792300 050451791800 050451683500 050451683400 Page 1 of 1 NW SE SE SE SE SE SE SW SW SW SW SW SW SE SE SE NW SE SE SE SE SE SE SE SE NE NE NE NE SW 5W SW 5W SW SW SW 5W SW SW SE SE NW SE SE SE SE SE SE SE NW NE SW SW SW SW SW SW SW NW NW NW NW NW NW SW SW SW SW NW NW NW NW NW NW NW NW SW SW SW SW SE SE SE SE NE NE SE SE SE SE NW NW SE NW NW NW NW NW NW NW NE NW 25 23 08 08 08 08 08 16 16 16 16 16 16 16 16 16 16 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 18 18 18 18 21 21 21 21 21 21 21 21 21 21 08 17 06S 06S 065 06S 065 06S 06S 06S 06S 06S 06S 065 06S 06S 06S 06S 06S 06S 065 06S 06S 06S 065 065 06S 06S 06S 065 06S 065 06S 065 06S 065 06S 06S 06S 065 065 06S 06S 065 06S 065 06S 06S 06S 065 06S 075 075 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 91W 97W 97W Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO Garfield, CO • 1111 *Mi lti110741fS+r*9CRION/Ai 11111 Reception#: 775661 09/28/2009 11 59.40 AM Sean Alberico 28 o' 32 Rec Feo.$161.00 Doc Fee -0 00 GARFIELD COUNTY CO EXHIBIT "C" ATTACHED TO AND MADE A PART OF THE ASSIGNMENT, BILL OF SALE AND CONVEYANCE OF ASSETS DATED SEPTEMBER 22, 2009, AND EFFECTIVE AS OF APRIL 1, 2009, BETWEEN ORION ENERGY PARTNERS L.P., AS SELLER AND WILLIAMS PRODUCTION RMT COMPANY, AS BUYER MATERIAL CONTRACTS LIST KOKOPELLI PROSPECT ORION NUMBER DOCUMENT - PARTIES DATE Operating Agreements / Purchase and Sale Agreements 61 Gibson Gulch Prospect AMI (Orion's Kokopelli area) 1/22/2007 Samuel Gary, Jr. and Orion Energy Partners L.P 98 Joint Operating Agreement 1/1/2007 Samuel Gary, Jr. and Orion Energy Partners L.P 140 Joint Operating Agreement 12/3/2008 Bit Barrett Corporation, Orion Energy Partners and Samuel Gary Jr. & Associates, as amended 141 Earning Agreement 1/1/2009 Torch Energy Associates, Ltd and Orion Energy Partners L.P. Gas and Crude Oil Contracts 55 Gas Gathering Agreement 11/7/2006 EnCana Oil and Gas (USA) Inc.and Orion Energy Parters L.P. 89 First Amended and Restated Gas Gathering Agreement 11/1/2007 EnCana Oil and Gas (USA) Inc.and Orion Energy Parters L.P. 91 Nexen Crude Oil Purchase Contract 11/1/2007 Nexen Marketing USA and Orion Energy Partners 119 Base Contract for Sale and Purchase of Natural Gas 1/1/2008 EnCana Marketing (USA) Inc.and Orion Energy Partners 123 Interuptable Gas Gathering Agreement 9/1/2008 Samuel Gary Jr, & Associates and Orion Energy Partners, as amended. 146 Agreement for Pipeline Construction and Gas Gathering 7/9/2009 Arrangements Bill Barrett Corporation, Orion energy Partners L.P., Ratified by Samuel Gary Jr. & Associates Surface Use Agreements and Rights of Wav 52 Surface Use Agreement 11/10/2006 Kent Jolley, et al and Orion Energy Fartners 88 Pipeline Right of Way 7/24/2007 BLM # COC -71121 & COC -71121A 90 Affidavit of Pipeline Right -of -Way Agreements 1/1/2008 Various Orion Gas Pipeline Easements 101 Surface Use Agreement and Grant of Easements 11/28/2007 Kent Jolley, et al and Orion Energy Partners 109 Completion Pit Agreement 3/23/2009 Kent Jolley, et al / Orion Energy Partners Page 1 of 4 • 1111 P A MMei4dh4 144:fiAltrliar#' WDIL 111 Reception#: 775661 09/28/2009 1159 40 PM Jean Rlbertoo 29 of 32 Rec Fee $461 00 Doc Fe..0.00 GARFIELD COUNTY CO Exhibit "C" cont'd. ORION NUMBER DOCUMENT - PARTIES DATE 111 Road Right of Way 12/12/2008 BLM # COC -73130 112 Easement Agreement (Road access) 7/13/1982 Richard Jolley et al and Donald Goldman 114 Surface Use Agreement - Hilton #23.1 drill pad 1/16/2008 Colorado Dept. Of Wildlife to Orion Energy Partners 115 Water Pipeline Easement 12/1/2008 JACE and Richard and Mary Jolley Family, LLLP to Orion Energy Partners 137 Completion Pit Agreement 2/9/2009 Kent Jolley et al and Orion Energy Partners 147 Salt Water Disposal Well Agreement for the Kokopelli SWD 7/21/2009 #9-21D well Richard and Mary Jolley Family LLP and Orion Energy Partners L.P. 148 Environmental Assessment of the Kokopelli Master 7/22/2009 Development Plan for Oil and Gas Development BLM and Orion Enbergy Partners L.P. 149 Surface Use Agreement 5/19/2009 The Colorado Division of Wildlife and Orion Energy Partners L.P. Communitization Agreements 72 Communitization Agreement 11/23/1992 COC -57768 117 Communitization Agreement 1/9/2009 COC -073368 118 Communitization Agreement 1/9/2009 COC -073369 Miscellaneous Agreements 92 Conventional Monitoring Agreement 11/15/2007 110 Road Use Agreement - Bill Barrett Corporation 8/20/2008 120 Gas Transportation Fee 1/28/2007 124 Water Allotment Contract 11/20/2008 West Divide Water Conservancy District and Orion Energy Partners Page 2 of 4 I • viii nc ,rktii !JEN, 1411NICIAErkiki 11111 Receptiontt: 775661 09/20/2009 11:59:40 AM Jean Alberico 30 of 32 Rec Fee:$161.00 Doc Fee:0.00 GARFIELD COUNTY CO Exhibit "C" cont'd, NORTH LOGAN WASH ORION NUMBER DOCUMENT - PARTIES DATE Operating Agreements / Purchase and Sale Agreements 100 Farmout Agreement EnCana Oil & Gas (USA) Inc. and Orion Energy Partners L.P. 116 Farmout Agreement Williams Production RMT Company and Orion Energy Partners TSD Farmout Agreement Yates Petroleum Corporation, Myco Industries, Inc., Abo Petroleum Corporation, Yates Drilling Company and Orion Energy Partners L.P. Gas and Crude Oil Contracts 5/14/2008 9/5/2008 S/28/2009 105 Services Agreement Enterprise Gas Gathering, LLC and Orion Energy Partners L.P. 11/19/2008 128 Base Contract for Sale and Purchase of Natural Gas 3/1/2009 Enterprise Products Operating LLC and Orion Energy Partners Surface Use Agreements and Rights of Way 102 Surface Use Agreement 7/14/2008 Joan L. Savage et al and Orion Energy Partners L.P. 103 Surface Use Agreement Joan L. Savage et al and Orion Energy Partners L.P. 7/14/2008 104 Surface Use Agreement George M. Anderson Revocable Trust and Orion Energy 129 Right of Way Grant COC -73322 BLM and Orion Energy Partners Page 3 of 4 7/14/2008 1/6/2009 • �1111i�'♦t�hY�h�l�4khl�'4i�SfI�MhL��ehWJ Nif�l X1111 Reeeption#1 775661 09/28/2009 11 59.40 AM Jean A: berico 31 of 32 Ree Fee $16' 00 Doc Fee 0 00 GARFIELD COUNTY CO Exhibit "C" cont'd. CENTER MOUNTAIN PROSPECT ORION NUMBER DOCUMENT - PARTIES DATE Oaerating Agreements / Purchase and Sale Agreements Agreement For Term Assignment 2/24/2009 OXY USA Inc. and Orion Energy Partners L.P. Gas and Crude Oil Contracts Gas Gathering Agreement Canyon Gas Resources, LLC and Laramie Energy, LLC Page 4 of 4 9/1/2005 • 11191111.1111111100 114 1� 111111 Reception#: 775661 09(2812009 11.59:40 PM Jean 9lberico 32 of 32 Rec Fee. $161 00 Doc Fee•O 00 GRRFIELD COUNTY CO EXHIBIT "D" ATTACHED TO AND MADE A PART OF THE ASSIGNMENT, BILL OF SALE AND CONVEYANCE OF ASSETS, DATED SEPTEMBER 22, 2009, AND EFFECTIVE AS OF APRIL 1, 2009, BETWEEN ORION ENERGY PARTNERS L.P., AS SELLER AND WILLIAMS PRODUCTION RMT COMPANY, AS BUYER 1. +/- 4,240' 8-5/8" 32# 1-55 Surface Casing Fechino, Ashlee From: Hotard, Bryan Sent: Thursday, August 28, 2014 2:38 PM To: ghartmann@garfield-county.com Cc: Fechino, Ashlee; Ellsworth, Lindsey Subject: NTC letter - Item #4 - GAPA-8028 Attachments: Jolley Oil and Gas Lease_1990-01-17.pdf; Jolley Recorded Memo of SUA & Esmts 11-27-07 Rec772664 #114216.pdf; Title Information 8-26-14.docx Follow Up Flag: Flag Status: Follow up Flagged Good afternoon Glen, Per our conversation, please see below for the oil and gas title information for the KP 24-8 location. We have added this information in its own section in the application under Ownership/Deed. The booster compressor on the existing KP 24-8 pad location is used to enhance natural gas production of the existing wells on the KP 24-8 pad location. The wells were drilled utilizing the Surface Use Agreement dated November 28, 2007 for surface operations and a Oil and Gas lease dated October 1, 1990 for the minerals underneath the pad location. The construction and use of this booster on the existing KP 24-8 pad location does not interfere with any other operator operations or leasehold on the 2181-172-00-086 parcel located in Garfield County Colorado. Once you review and if you have any other question or concerns, please let me know. Thanks! Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WP EN RGY 0 PLEASE NOTE OUR NEW COMPANYNAME AND E-MAIL ADDRESS. IflouClhaveC eceivedflhisanessagellInRError,[pleaseC eplylloltdvise[ heC endeafC hel rrort nahenRmmediatelylVeleteChisanessage.0 1 WPX Energy Rocky Mountain, LLC August 2014 Title Information The booster compressor on the existing KP 24-8 pad location is used to enhance natural gas production of the existing wells on the KP 24-8 location. The wells were drilled utilizing the Surface Use Agreement (SUA) dated November 28, 2007 for surface operations and an Oil and Gas lease dated October 1, 1990 for the minerals underneath the pad location attached. The construction and use of this booster on the existing KP 24-8 pad location does not interfere with any other operator operations or leasehold(s) on the 2181-172-00-086 parcel located in Garfield County Colorado. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review • M OIL Ai1D GAS LI?ASC. ee X IXtXYear I'311c1- ;;t ( ( k J r 1IIIS AGr1Fr_MENT. nmrin Ibis _ I %(II_ _ tray o1 January , 199() , between liicicar_d_C.. _.Jolley _gaud. _Macy_ Lou 1st. Jullcy_,_ _kusba id_ _iutL_ wiLe•J31:eLLJL.._.lslllcy._._a_sillglr`Iutu111cl Kalil_. . .1o111 y__.uiill._Anne_1L _,lcllcy,ltusllaud_uutL.wilss • _12lill,l�oa(l 24_j.._.Ncw -.Cristae Sulo] ado Shit 1 Lossor (whether one br nwro), avid K_itiiley _011 (:outpauy,__1'.S)_._J3ux 08fi_., Ileuvc'r, Colorado 80201 Lesson. WI iNESSE I II: 1. Lessor, In consider -Ilion of Ten a n d Vlore Dollars. (S1O^J,uI 1nncl paid, II re receipt at sufficiency of whIc11 Is hmoby ricknowle ged, of 11re royellies herein provided. mid of U in ageoontont of Lessee heroin col tautert, I rctelry qI mils. lenses and lots exclusively unto Lossie for the outposo oI Invoslignling, exploring, prospecting. drilling and mining lot avid !nod Icing oil rind tins (inclu(1in1l, but not limited to. gas producible from coal- beadily Iorrnntions) and all substances produced in association ihe:owilli, laying pipe tions, building Imtks. power s1.ations, telephone linos. toners and other slrucluros II 'Neon to produco, save. lake care of. heal, Ir onsport mid own staid products. turd housing its employees. II in lollowing described land (he,einnllor called 'snid land'). in '• r 1 1 county, Colorado to wit TOWNSHIP 6 SOUTH -RANGE 91 WEST, 61'11 P.M. See I?xh[1,1� at�tac e hereto and made a part hereof Section 7: i;SEy ,�✓ n } 1 j 1 rl 1 1 �• RX.W. 3.1 �" RCT Section o: W1SW4r S1;ISW;, SW;,SEA ITTTT1Ille Leans auic ot9ilioi s of this lease are subject to Section 9: WW1 SRr1;SW,1-, that Side Letle Agreement of jven dale Section 16: N2NWj,tSW4NW},1I;N;SW4,iSI:),SW!t Rocordod �t o'er: 411135 HAR 3 0 1990 Section 17: SW6NI;4 , Sl?;,NW4 t lSW4 , l%1SE 411135� � Section 20: NINE! SE N1 , N1;4NW4 f ESI:, Reception No. l:�iL•',=r�::.J A,LS ,CFF, RECORDER Section 21: NW4N1? N1;4NW1, WSW,', GARFIELD COUNTY, COLORADO of section __xxYX Township __ Xgx Range xxxx • 111 addition to said Innd. Lessor hr+.reby yr earls. leases and lets exclusively unto Lessee to the same extent as i1 specilically described I Ierein all lands owned by or claimed by Lessor which are avJjacent contiguous to or foam a pail of said land, including all oil, gas, other hydrocarbons and all other minerals underlying lakes, rivets, sheaves, loads, easements and lights -of -way which traverse or ndjoln any of sold land. Said laird shall bo deemed to contain 1480.00 acres. whether it nclually comprises mote or loss. 2. Without toren-ewe to 11 iecommencernnnt. prosecution or cessation at any limo of drilling or other development operations, and/or to the discovety devel- opntent01 cessntionalmay time ofptoduclionofoil 01gas gildwillloutlurtherpayrrmentsthantheroyaltiesheroinprovided,andnotwithstandinganythingelsoherein contnined1011tocontrary. lino lease shall bofor nloon ot kkarromfrornIItisdate (called `rnIMARY1ERM')arid aslong the ape as oil or gas is prod cedl rnsald land or Inn(' with Much said hid in pooled heroundor. or drilling or,oworking operations are con( cted 11 a,i C,f,l , t�fCTc *t r (3) years 3. 1110 toy;Utir's to 11 d 0 paid by Lessoo are: (a) on oil an()Dior lint hydrocarbons. ono • eiy i of aha pr od and snvod from said land, Ilia 'I 10 to be doiiveiod at 1110 wells. or to Ihn credit of Lessor into 111n pipe lino to which Ihn wells may he connected: Lessee may front time to time purchnse nny royally oil in ils possession, payir,• I Ihn market price 111ete101 piovailing lor II in field whet() produced on 111e (tato of pinches(): (b) on gas and tiro conslituents Meteor produced from said land nod Sou 1 or used oil the premises 01 Intim ninnufacturo of gasolia 10 or other products Ilierohom, the teat kel value al 111e well of ono•-olghlh of the product so sold or used. provided that on pa°duct sold at the wells the royalty sIinll be ono- eiglilh of Ilan amount realized horn such sale. Lessee shall have hoe use of oil, gas, and water 110111 said land, except waler 110111 Lessor's wells, s b earns. lakes and ponds, for nil operations hereunder, and the royally on oil and gas shall be computed nfter deducting nny so used. 4. If a well capable of producing gas and/or oil, in paying quantities is located on said land and Is shut -In, before production commences, or at any tirne thereafter,lhisleasnsha'Ic0riIinueinoileclforaperiodononeyearfromthedatesuchwellIsshut-In. Lesseernay thetealter, pay or tendot toLessoras royally, 011 or beforooneyearfiomlhodatosuchwellisShill- in, an amount of $ 100.00 per well. poryenr, and, ilsuclipayment or tender Is made. suchwelislinlicontinue tlils lease In effect for a loather period of one year. In 111(0 nInaince and upon like payments or tenders annually rnade on or before each nnnivorsnry of the shut -In date of such well, such well shall continuo IIiis'case in ellect for successive pea iods of twelve (12) months eacli. Notwithstanding any other provision to the contrary. this lease sl mil not terminale bocauso of a failure to properly or timely mike shut •in well payments unless Lossor shall have given Lessee written notice of such lailule to plopeily or timely make S1811 511111 Inwell pnymenl orad Lessee shall have failed for a period of thirty (30) days after recolpl of such notice to lender sucli payment In the proper nmounl, together with n Into or Improper payment pavrally of $100.00. 5. 11 at 1110 expilotinn of 1110 primary term Lessee's conducting operations lor drilling or reworking on said land or shell hove completed a day hole 111o1oon within ono hunc10d eighty (1till) days prion to 1110 end of the primary team, or, il. rifler 1110 expiaalion of the pi Merry tern, Ptoducllon on said Innd sIIntl cease, from any cause, this Ieasoneve,ll ieless of tall cot lima o in lull force so long as operations for chilling or reworking on nny existing or succeeding well ale being conducted will I no cese0lion of teen n than or in hundred Moldy (it10) consecutive dnys and, if ouch operations result in production, so long Ihoreallor as oil or gas is produced born said land. 0. I.essoo, al its eption,'s Hereby giver 1 the 1 fight and power to pool or con thine said Iara1, or any pot 0011 Uioteol, as to oil nod gas. or eilhor of 810111, with any other land, lease 01 lenses wl renin Loosens judgment it Is necessary or advisable to do so in order to properly develop and operate said land. such pooling to be into a well unit or units not exceeding min I u imbed nod sixty (160) noes, plus an ncrengo loleranee of ten percent (10'Yo) of ono hunched and sixty (160) noes. lor oil. and not exceodia ig six I unulrrid real Indy (NO) amen. plus nn a0re0ye !clean, ce of Inn percent (10%) of six hundred and forty (640) acres for gas. except that Ingot units ntny ho cleated to conlorrn 10 011y 0pncing or well turit pattme that may bo permitted by governmental autho1ities having jurisu:nlion. Lessee may pool or cornbirio said land, (11 nny pot hoe thee -Kai, no ahov()1)1oviclecl. no to oil or qos in my olln or n lore strata. and units so formed need not conlorn in size or area with lite mill or units Into wltir,11 snid Inlet 10 pooled 1)1 eonrhinetl no to aviy other shattain or stint,, and oil units need not conlo1m ns to Wren with (has units. 1110 pooling In one or more Instancesshrllnotexhavi;t1hn1'tlhlsoflh010001101101oundortopoolsakiInaidorporfons11101eolintoothe emits. Lessee sIinllexecrate inwaiting anal place ofleerI(1 00111 Ili 11110111 or hist' rar11011t :Idenlilying 0111 (100061)41g the pooled acreage. 1 he waif (I acreage so pooled into a unit shall bo healed for all purposes. except Ihn payment of 1oynitios. 0^ i1 it were inch alert in 11119 lease, and dr filling or rewol king operations tl1010011 or production of oil or gas U rerefront, or the location thereon of well ns a shut 111 well, sltnil he consirler o( for nil purposes except tiro payment of royalties. no it such oporelio'is wore on or such pioduclion wore from or such shut in well warn on snit I Ia1r1, wl anther of 11111 1110 well or wells be located on s0ic1 Lrnl. In lieu of Ihn royalties olsowhnto herein specified, Lessor 911011 receive 110111 n u1 tit no foamed. only suetion line olthe toytlty slipulntrd 1lea eir 1 as 1110 amount of act nage from said land placed In Ilio unit or Lessor's royalty Interest tl ieroin bears to the 101a1 ncreng0 so pooled In 1110 (10rl11:1iIr unit Involved. Should any unit nn originally et enled hereunder contain Toss Uinta the 'alexia an number of acres lyeellial vn spncified.11InaI 1 eson0 may r1 airy tie 1011 ant eerier, whether befol0 or rifler production is obtnlned on the unit, enlarge such unit by 0lding ad tilional acreng0 II rnrnlo, but the 0: :1:1: (Jr': Jiiiit shall in 110 event oxcee.d tire 'c1(Inge content hereinabove specified. In tato even) an existing unit is so enlarged Losson shall execute and place of wenn' 0 sr pp1can0nlal decinrnlion of unilizntion identifying 011(11lesc.ibing 1110 land added to the existing unit: provided. Ilial it such supple - (11011101 declaration of unitization is 1101 bleat until ;diet production is obtained on 11re unit as 01 iyinally 01eated.111en and in such overt the supplemental decimation o1 unitiznllnmshmllnot become elhrtive utdil Ihn first day of 1110 calendar month next following 11le filing Ihe,eol. In IIIc absence of production Lessee may terminale any unitized neer by tiling of Inroad notice of tenninftion. 7. Lessen nlso shall have ll in light to unitize, pool, or combine ail or any pal of said land Willi other lands 1n 1110 same general men by ontediig Into 0 cooperative or unit plan of devolorenenl or opet01ion approval by any govetrune11101 n1;11101ity rind. from limo to time. wills like app.ovnl, to niodily, cl1ang0 01 torn1innto any such plan or ngleenront nod, in such event, Ihn terms. conditions. and provisions of tills lease shall ho deemed modified to conform to Ilio leans, conditions, and pIovi- sions of S(ICII nppIovn(1 C00pel ativo or 111111 plan of development or operation rind, pediment ly. all chilling and development requirements of 11110 tensor exp,oss or htlplie(1, 011.11110 ^ntisller! by coeiptirnce with 1110 (Lilliny and development requirements of s id) pion or n91001110111. rind this lease shall 1101 terminal() or expire during the life of such plan or agreement. 111 Il to event that said land or any part tberCol, shall I'etealter be operated undm any such cooperative or unit plan of development or operations whereby 1110 production Il retell orn is allocated to elillererl polionsof 1110 land coveted by said plan, Wen the production ollocnte to any pet Ilculnr tract o1 Land shall. for Ihn put polo of computing Hie roynitios to be paler I lereunelor to Lessor. bo r eget sleet as hnving been produce frorn Die pnrliculnr tinct of land to windfalls nllocatnd and not to any other tract of land: 011(1 Ihn roynlly payments to ho (node I:oreundor to Lossor shell be based upon productiononly as so nllocntnd. Lessor shall formally expross Lessor's consent to any cooperative or unit plan of development or operation adopted by Lessee and approved by any govornrnenlnl ngency by executing the same upon request of Lessee, 8. Lesson drill have the rigid at any time without Lessor's consent to surrender all or any pot tion of said land and be relieved of all obligation as to the acreage curl ondeied. Losses ellen hew, tile right within a 1ensonable time niter It to expiration of this lease 1010111ove 011 property and fixtures placed by Lessee on said lar id, Including the right to draw mid remove all casing. When requited by Lessor. Lessee will bury all pipe Imes below ordinary plow depth, and no well shall be drilled nMUlin Iwo huneliod (200) feet of nny rosidonco o1 barn now on s11d Innd without Lessor's consent. The Lessee ngreos to promptly pny to the owner Ileoleol any taningos to crops, or Improvements. caused by or resulting from any operations of Lessee. 9. 1 he rights of either pal ty hereunder rnay be nsslgned, In whole or In part, and the plovisions horeof shall extend to the heirs, successors and assigns of the )autos h0l oto, but no change or division of ownoi ship of said land, or royailles, howovoraccomplished, shall operate to enlarge the obligations or diminish the rights )f Lessee. No change in the ownros'lip of said lam u1, or any Interest Utnrein, shall bo binding 011 Lessee until Lessee shell be furnished with a Certified copy of all ocoided instruments, nil cout pioceedings and all oil Iar nocossa,y evidence of any trnnslor, inheiitmico, or sale of sold rights, In cnso Lessee assigns Ihls lease, I,1 vhole or In part, Lessee sllnll be relieved of all obligations with respect to the assigned portion or portions arising subsequent to the dale of assignment, 'Mm 1211 Der:. Ai P,o ux•ri AS. rM YON recd Ilp (ares) yeilemn Stains Only 10. 1 nsnnneIntl not In) Robin for 11 each int it. exlnes s or 111110al, nor sIr II Oils Ionso bo .,' 1101.110 kit lite:rcl r of col rdition. nit. t t a! tin tonninate(1 by oporntion of nny limit,tion ps mein ns a result of Losseo's failure to put sun I tions on or to produce oil or gas hoar saiolly J rt. Innds pooled Uholewilh If such npnrations on o: lion from said land k prevented or substantink y novonunen6al notion or other cause not rOnsor nhly within the control of Lassoo. Allor Urn cesnadon or lorminntion of such governmontal action or ou,tll cause. Lossoe shall be ontiflod to a re sonable tin o 1 connnnce drilling oporntinnn or to •inn en o or esti a pr 1du •n Tr - 11. Lessor hereby ' . - � agrees that Lessee nt its option may discharge nny tax. mortgage or oilier lien upo sold Land. nititer In whole or In part. and in the event Lessen ins so, 11 shall be sr:hognlod to such lion with the right to enforce snmn and npply royalties accnuln 1in:num for townrd satisfying sumo. Lossoe shnll pay nil taxes haled on the production from snld land. and shnll deduct such taxes nth Ibutnblo to Lessor's Ihletrr 11 orn roynity dun 1 rereundor. Without Irnpnirmentof Lessee's rights under the warranty In event of failure of title,11 Is agreed that If Lessor owns nn Interest in soldier) less Than the entire fee snmple estate. then the roynitios to be paid Lessor slinll be reduced proportionately. BOOK 775 P:2E63O 12. Lessor horeby releases and wolves all right of dower and right of (homestead under the lows of This state In and 10 sold land to the extent of the rights grants hy this lease. 13. In the event that Lessor. during the primnry tmin of U his lease, receives a bona fide ollar which Lessor Is willing to nccopt from ropy party olforing to purchns frorn Lessor, n Woe covering nny or nit of the subntnncns covered hy this lease and covering all or a pot tion of said land, (heroin. with Ute loase becoming effectiv upon oxpIrsUon of 111111 Ione. Lessor hereby agrees to notify Losseo In wilting of snld offer inurrediarely, including In tire notice the name and address of Um offoro the price offered and ell other pertinent terms and conditions of the oiler. Lessen, for a period of fifteen days alter receipt of the notice, shall have the prior an preferred right end option to purchase 111e Tense or port thereof or Interest therein, covered by the offer et the price end according to Ore terms and condition spncllirld In tho offer All olters mode up to rind including the last day of the primary term of this loose shrill be sub)oct to the terms and conditions of this Section Should Lessee elect to purchase the Tense punsunnt tolls) Iormn, hereto, 11 shrill so notify Lessor In writing by mnil or telegrnrn prior to expiration of said 15-dny parlor Lessee shell promptly thereafter furnish to Lessor the new lonso for execution on behaliof Lossor along will r Lessoe's cotioction draft payablo to Lessor In payments tho spocified amount is corkIdoratIon for the newtons°. such draft being subject only to approval of Iltle according to the terms thereof. Upon recolpt thereof, Lessr shill promptly execute snld Ions end return the same along with the endorsed droll to Lessee's represontallve or through Lessor's bank of record for paymen All of the provisions of this lease shall Inure to the benefit of and be binding upon tine parties heroic), their theirs. administrators, successors and assigns this ngreemont shnll be binding on each of Ute above nursed partins who sign the snlno, regardless of wheUtor It Is signed by any of the other parties. IN WI1NESS WIIEnEOr, this instrument Is exocutod offective as of tiro date first abovn written Witness of Signature Slgnnturos Taxpayer Identification or Social Security Number R ctia r Arno d,, se ir :7 521-36-4067 J cy 521-76-5065 Anne Tr,—to i' y : 476-60-2091 ACKNOWLEDGMENTS ron USE IN AfIZONA, OfEGON, NE©nASKA, KANSAS, COLOnADO, WYOMING, NOfT1i DAKOTA, NEW MEXICO 523-33-3332 STATE Or COLORADO., ) • ss. (Individual(s) Acknowledgment) COUNTY -OF• .CaSf,1e,Id•'• ' ) lite foregoing �iris�tr orient was ncknowledged before me this 18Lh DAY 0F JANUARY 1990 by jiclrard (., Jol.,j•c;y and Wry Louise Jolley. husband all_d wife. 13reil L. Jul1-ev, a single mans and Kent S. Jo 1 Ley and Anne,F,. Jot Ley, husband aTTI wi 1 e My Commission expires: Address: j� :,:;/ILIA —I Notary Public STA1E OF • ss. (Corporate Acknowledgment) COUNTY OF 1lie foregoing Instrument was acknowledged before me this by of e corporation, ori behalf of rho corporation. My Commission expires: Notary Public holm 1211 Den -Ile (Plodllonn 11 8. iNe year Paid up teecn) Woslnln Slalns Only OIL AND GAS LEASE 0 2 IL 0 1-- 01 c rc c N C O a� 1' >- C 0 V E a, 1- 5 5 O 0 C clock M.. and duly recorded tV n R • LI Record and Mail 4 • • EXHIBIT "A" BOOK 7'75 F CE631 Attached to and made a part of that certain Oil and Gas lease by and between Richard C. Jolley and Mary Louise Jolley, husband and wife, Brett L. Jolley, a single man, and Kent S. Jolley and Anne E. Jolley, husband and wife, as Lessors, and Kinney Oil Company, as Lessee, dated January 17, 1990. 14. Wherever the term one-eighth (1/8th)appears in this lease, it shall by this reference be amended to read 18.75%. 15. Any gas well shut-in provision contained in the referenced lease shall extend the primary term of the lease to a maximum period of three (3) years beyond the end of � o in 1 ease primary term. Pi'c9A �Jofley #1C-17 16. E ed ro this lease are the Jolley # 1, Jolley #1-8, and Snydcr # 2 wellbores and all existing down hole equipment, well hole equipment and surface production equipment located in, on or about those wellbores. Kinney Oil Company will be held harmless as to any liability involving the aforementioned wells. Signed for Identification this 18th day of January 1990 Richafd C. .o. ley uise JolK7 Anne E. Jol :3(-4PAQ- 1111 Nikk IIIPIIVAPAIML1111191CNCIEVellit 8111 Reception#: 772664 0800032 00 DocF 2Rec Fee- 254PM eee:000 �AGARFIELD COUNTY CO Memorandum of SURFACE USE AGREEMENT AND GRANT OF EASEMENTS Effective the 28th day of November, 2007, SURFACE USE AGREEMENT AND GRANT OF EASEMENTS ("Agreement") by and between KENT S. JOLLEY, whose address is 832 Canyon Creek Drive, Glenwood Springs, Colorado 81601, BRETT L. JOLLEY, whose address is 1288 County Road 245, New Castle, Colorado 81647, RICHARD AND MARY JOLLEY FAMILY LLLP ("Owner"), and ORTON ENERGY PARTNERS L,P., whose address is 1675 Broadway, Suite 2000, Denver, Colorado 80202 ("Operator") was entered into. Owner owns the surface of the real property in Garfield County, Colorado (the "Property"), legally described as: Township 6 South, Range 91 West, 6th P.M. Section 7: E/2SE Section 8: E/2E/2, W/2SW, SESW, SWSE Section 9: WI2W/2 Section 16: W/2, the south 330 feet of SWSE Section 17: N/2, SE, N/2SW, SWSW Section 18: NE Section 20: E/2E2, NWNE, NENW Section 21: NWNE, NENW Operator is the owner/operator of a working interest in an Oil and Gas Lease dated January 17, 1990, recorded in Book 775 at Page 629, of the Garfield County records granted by Richard C. Jolley, Mary Louise Jolley, Brett L Jolley, Kent S. Jolley and Anne E. Jolley; and U.S.A. Oil and Gas Lease COC 51146 dated April 1, 1990, and recorded in Book 776, Page 908 of the Garfield County records (together the "Leases"). Operator wishes to drill additional oil and gas wells on the Property and directionally to adjacent lands for the extraction of hydrocarbons. Owner previously entered into a Surface Use, Access and Right -of -Way Agreement dated September 28, 1999, and a Letter Agreement dated May 6, 2003 and recorded at Book 1531, page 424 of the Garfield Clerk and Recorder's Office ("Prior Mesa Agreements") which will be replaced in its entirety by this the November 28, 2007 Surface Use Agreement and Grant of Easements. This Memorandum of Surface Use Agreement and Grant of Easements is placed of record in Garfield County, Colorado to provide notice only of its existence. All terms and conditions contained in said Surface Use Agreement and Grant of Easements remain confidential between the Owner and Operator. 4.• � 1111 In I'S iitiditittlYCIr Gland l' t1 `#.Niiii 11 11 1 Reception#: 772664 08(03(2009 03:27:54 PM Jean Alberico 2 of 2 Rec Fee:$21.00 Doc Fea:0.00 GARFIELD COUNTY CO OPERATOR: ORION . ERGY P By: ERS L.P. odd Kals Land Manager STATE OF COLORADO ) COUNTY OF DENVER ) .ss The foregoing instrument was subscribed and sworn to before me on July 24, 2009, by Todd Kalstrom as Land Manager of Orion Energy Partners L.P. My commission expires: �tU11lf 101f51yif, p. Witness 1 •pTR�-► A ; a kt.5•.PUBLICi QOM 4441/41 ' .1 P ap mac. 15, QIN a. -2- 4-203.6.3 Adjacent property owners and mineral owners and lessees 4-203.6.3 Adjacent property owners and mineral owners and lessees The parcel and adjacent surface owner information was acquired from the Garfield County Colorado Assessor records and parcel maps on July 29, 2014, by Bryan S. Hotard, WPX Field Land Team Lead. The mineral information was acquired from the WPX Energy office in Denver on the same date. FIOU, JOE JR 218107200203 SHORT, CARL MICHAEL 21810720019 Poo III I ARD, KENNETH & CLAUDIA 218107300235 MIDNIGHT BREED 2181 TAR S LLC 200287 MCLIN, BRIT C &SHARON T 218118200260 LAIDLAW, TOM F & NAOMI M 218105300294 HILL, LILLIAN 218105400274 ON, GENE MARYJ 09100076 BUREAU OF LAND MANAGEMENT 218107100951 TH, JAMIE & CHANDLER 218108100214 STATE OF COLORADO DIVISION OF WILDLIFE 218127100201 JOLL. Y, RICHARD & MAR FAMILY LLLP 21 200086 MCLIN, BRIT C & SHARON 2179131005 JOLLEY, RICHARD & ARY FAMILY L LP 8116300085 STANEK, PAUL 217913400014 LE B LAND MPANY 100210 BUREAU OF LAND MANAGEMENT 218128300958 JOLL: FAMILY, RICHARD MARY, LLLP 218121400088 it CAREY, DENNIS 218119300187 DALEY, FRANK & SHEILA 218119400116 DALEY, FRANK G & SHEILAM 218120300087 WPXENERGY. immipuppr- � t DALEY, FRANK & SHEILA 218130101005 DALEY, FRAN & SHEILA 218129200122 BUREAU OF LAND MANAGEMENT 218121400955 Legend KP 24-8 Booster Compressor Site Existing Road Parcel Ownership (from Garfield County) KP 24-8 Booster Compressor Parcel Map July 22, 2014 s 0 1,000 2,000 4,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\ParcelMap.mxd Atankers 7/22/2014 4:12:46 PM LLC' CHANDLER MANAGEMENT 9 f RICHARD FAMILY KP 24-8 Gas Lift Compressor location Parcel number Name and Address 2181-172-00-086 Richard and Mary Jolley Family, LLLP 832 Canyon Creek Drive, New Castle, CO 81601 Adjacent Property Owners within 200ft.to subject parcel 2181-172-00-086 Parcel number Name and Address 2181-182-00-260 Brit C and Sharon T. Mc Lin, PO Box 957, Silt, CO 81652 2181-071-00-951 BLM- Colorado River Valley Field Office, 2300 Frontage Road, Silt, CO 81652 2181-081-00-214 Lillian Hi11,38090 River Frontage Road, New Castle, CO 81647 2181-054-00-158 Jace LLC, 832 Canyon Creek Drive, Glenwood Springs, CO 81601 2181-163-00-085 Richard and Mary Jolley Family, LLLP 832 Canyon Creek Drive, New Castle, CO 81601 2181-081-00-214 Jamie &Chandler Roth, 2870 County Road 335, New Castle, CO 81647 2181-081-00-213 Crag L & Elissa Kathleen Schultz, 2859 County Road335, New Castle, CO 81647 2181-054-00-039 Bonnie D. Warren, P0 Box 242, Glenwood Springs, CO81602 2181-054-00-129 Jam es A. Gornick, PO Box 1296, Glenwood Springs, CO 81602 2181-043-07-036 Rapids on the Colorado Homeowners Assoc., 2102 W. Arapahoe Dr., Littleton, CO 80120 Mineral I nformation for parcel 2181-172-00-086 Name Address WP X Energy Rocky Mountain, LLC 1001 17th Street, Suite 1200, Denver, CO 80202 Bill Barrett Corporation 1099 18th Street, Suite 2300, Denver, CO 80202 21 28 Legend KP 24-8 Booster Compressor Site Existing Road Parcel Ownership (from Garfield County) Township Range Line (Piceance Area) nSection Line (Piceance Area) KP 24-8 Booster Compressor Adjacent Land Owners within 200 ft. September 2, 2014 S 0 1,000 2,000 4,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\AdjacentPropertyOwners.mxd Atankers 9/2/2014 7:44:01 AM 4-203.6.5 Project Description WPX Energy Rocky Mountain, LLC July 2014 4-203.6.5. Project Description Statement of need: WPX Energy is in need of artificial gas lift for the natural gas wells on the existing KP 24-8 oil and gas location to add velocity to the wells on this location. WPX Energy proposes to install 1- G3516B Caterpillar booster compressor (compressor) with 1380 horsepower (HP) to increase velocity of the wells. WPX Energy will notify the Colorado Oil and Gas Conservation Commission (COGCC) and Bureau of Land Management (BLM) of the proposed activity and will not commence installation and operation until receiving approval from both agencies as well as Garfield County. The KP 24-8 oil and gas location, and its associated wells, were previously permitted and approved by the COGCC and BLM. The compressor will be housed in a steel building. Site Location: SESW Section 8, Township 6S, Range 91W, SW of the Town of New Castle, between Garfield Creek and Divide Creek Road, Garfield County, Colorado, lat/long 39.53554/-107.57989. Parcel Number: 2181-172-00-086 Property Owner: Richard and Mary Jolley Family Trust Timeline for development: It will take approximately 1 week for the compressor to be installed and implemented. Installation is proposed to commence immediately upon receiving approval of this permit from Garfield County, COGCC and BLM. Approximately 10-12 personnel will be required to install the compressor. Construction traffic will include the following: 1 mobile crane, 3 low boy trucks and 4-5 support pick-up trucks. No additional employees or traffic outside of the normal field operating personnel are anticipated to operate and maintain this facility after it is installed. Hours of Operation: The facility will operate 24 hours a day, 7 days a week, 365 days a year. Acreage of the KP 24-8 oil and gas location (site): No additional site disturbance is anticipated for installation of the compressor. The location is 1.48 acres. Size of proposed building: 27' x 49' x 25', non -insulated, steel building. The building will be painted desert tan, a BLM color scheme requirement. Access and roadway information: The KP 24-8 oil and gas location is accessed from a private gravel road off of CR 311. A detailed report on access and roadway information per Policy 01-14 is included in Appendix B of the Standards section and in tab 4-203.L Traffic Study of this application. Parking lot size: There is no parking lot associated with this project, employees will park on the existing KP 24-8 oil and gas location. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 Other Permits: The COGCC Form 4 Sundry and BLM Form 3160-5 Sundry have been included in this submittal to show due -diligence with permitting the facility. The Colorado Department Public Health and Environment (CDPHE) GP -02 permit will be included to show due -diligence with air compliance upon submittal. WPX Energy has obtained a CDPHE Storm Water Permit No. COR03G143. The CDPHE permit is attached in Appendix C of the Grading and Drainage Plan. See tab Other Permits for supporting information. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review 4-203.0 Vicinity Map Legend Im 3 Mile Buffer Road (from Garfield County) Existing Road Proposed Compressor Site Parcel Ownership (from Garfield County) KP 24-8 Booster Compressor Vicinity Map June 27, 2014 S 0 2,250 4,500 9,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\VicinityMap.mxd Atan kers 6/27/2014 8:18:47 AM 4-203.D Site Plan n xawso waoams KOkaaeonxe 130 W 24 d c 1\� 9 8 KP 24 —8 DRILL PAD LOCATION 18 J 19 P 17 • 1� 9 0 1000 2000 MI NMI =I EMI GRAPHIC SCALE IN FEET 1 INCH = 2000 FEET Existing Access Road Property Boundary LEGEND BLMAlum.. Cap BLMAlum Witness Corner Garfield County Brass Cap Found Stone Monument LS 13501 Alum. Cap LS 14111 Alum. Cap LS 38050 Alum. Cap 0 a PROPERTY DESCRIPTION Township 6 South, Range 91 West of the 6th Principle Meridian Sec. Z. E1/2SE1/4 Sec. 8; E1/2E1/2, W1/2SW1/4, SE1/4SW1/4, SW1/4SE1/4 Sec, 17, N1/2, N1/2SW1/4, SE1/4SW1/4, SE1/4 Sec. 18, NE1/4 Sec. 20 E1/2E1/2, NW1/4NE1/4, NE1/4NW1/4, being ±1398 ac. NOTES 1.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. 2.) THE PROPOSED BOOSTER COMPRESSOR BUILDING SITE IS NOT LOCATED WITHIN A 30% SLOPE AREA. 3.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEY BY BOOKCLIFF SURVEY SERVICES, INC. OR AND OF ITS ASSOCIATES. SURVEYOR'S STATEMENT I, MICHAEL UNDER ,T THAI 'II c JULY .0b.14 . TI:j141:14-0 P IS Mill & ' vt,• f3AE$, J. LANGHOR FOM I N BEHALF BOCK -Ig y �._ 4! U ORNE, A REGISTERED LAND SURVEYOR, LICENSED TATE OF COLORADO DO HEREBY CERTIFY EREON WAS PREPARED ON THIS DATE R MY DIRECT SUPERVISION AND CHECKING ESENTATION THEREOF. • • 0 .., • :?;�. OP 4 YJon • s: s RADO REGISTRATION NO. 36572 S, INC. 136 Last Third Street Rile, Colorado 81650 Ph (970) 625-1330 Fac (970) 625-277��i BOOKCLIFF Sury Services, Inc. SCALE: 1" = 2000' DATE: 7/8/ 15 SHEET: 1 of 3 Construction Plan Prepared for: WPXENERGY WPX Energy Rocky Mountain, LLC PROJECT: WPX Kokopelli DFT: cs KP 24-8 Booster Compressor Site Plan LEGAL DESCRIPTION / / \ Existing Limit of Disturbance Excess Soil Berm Daylight Line 0 6526.82 6524.09 _ X Existing Fence 6526.8 Proposed Pad Expansion x X an XU OX ExistinganT k� (To Be Removed) Proposed Booster Compressor and Building (57.6' x 25) H ODU\ II /OExist. Tanks ++ � Existing Flare Unit , Existing X Blowdown Vessel Total Existing Pad Area = +1.48 ac Existing Well Heads Edge of Existing Drill Pad _6520. — Existing Blowdown Vessel X X X Existing Communications Tower X 6. Exist. Blowdown Valve / 0 80 GRAPHIC SCALE IN FEET 1 INCH = 80 FEET /4 /7L /7L /7L /7L Existing Pipeline Markers Exist. Valve Sets / / / 6 / /ooey'/ / j/ / // REVISED: 7/16/14 136 East Third Street Rifle, Colorado 81650 Ph. (970) 625-1330 Fax (970) 625-2773 SuryServices, Inc. SCALE: DATE: SHEET: PROJECT: DFT: 1"=80' 7/8/15 2 of 3 WPX Kokopelli CS Construction Plan Prepared for: IN ANERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor SITE PLAN Excess Soil Berm 12'5(40' Continuous Ridge Vent Cooling Unit a Compressor 20' -0" FF Elev. 20' -6" Existing Ground Proposed Grade Excess Soil Berm Proposed Grade Existing Pad Proposed Grade Structural Fill Under all Concrete (By Others) Section A Scale: Horiz.: 1" = 10' Vert. : 1" = 10' 12"x40' Continuous Ridge Vent 12 FF Elev. 20' -0" 20' -6" Structural Fill Under all Concrete (By Others) Section B Existing Ground Scale: Horiz.: 1" = 10' Vert. : 1" = 10' Proposed Grade REVISED: 7/16/14 Existing Pad 136 East Third Street Rifle, Colorado 81650 Ph. (970) 625-13.30 Fax (970)625-2773„agag SuryServices, Inc. SCALE: As Noted DATE: 7/8/15 SHEET: 3 of 3 PROJECT: WPX Kokopelli DFT: cs Construction Plan Prepared for: IN ENERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor SECTIONS 4-203.E Grading and Drainage KP 24-8 Booster Compressor Grading and Drainage Plan Garfield County, Colorado Prepared for: WPX Energy Rocky Mountain LLC 1058 County Road 215 Parachute, Colorado 81635 Date: June 2014 Prepared and Compiled By: Fox Engineering Solutions, Inc. 670 Canyon Creek Drive, Grand Junction, CO 81507 a= Ph: (970) 250-5505 / Fax: (626) 784-0667 Email: coloradofox©bresnan.net WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Table of Contents WPX ENERGY'S MANAGEMENT APPROVAL 3 PROFESSIONAL ENGINEER CERTIFICATION 4 Introduction 5 Section 4-203.E.1 - Site Map 5 Section 4-203.E.2 — Drainage Structures 5 Section 4-203.E.3 — Topography 6 Section 4-203.E.4 — Grading Plan 6 Section 4-203.E.5 — Soil, Stockpile and Snow Storage Areas 6 Section 4-203.E.6 — Proposed Drainage Plan 6 Section 4-203.E.7 — Equipment Storage Areas 6 Section 4-203.E.8 — Temporary Roads 7 Section 4-203.E.9 — Areas of Steep Slope 7 Section 4-203.E.10 — Construction Schedule 7 Section 4-203.E.11 — Permanent Stabilization 8 Section 4-203.E.12 — Erosion Control Measures 8 Section 4-203.E.13 — Estimated Costs 8 Section 4-203.E.14 — Calculations 8 Section 4-203.E.15 — Neighboring Areas 10 Section 4-203.E.16 — Storm Water Management 10 Section 4-203.E.17 — Storm Water Management Plan 11 Section 4-203.E.18 — Reclamation Plan 11 Section 4-203.E.19 — Hydraulic Calculations 11 Section 4-203.E.20 — Maintenance Requirements 11 Section 4-203.E.21 — SPCC Plan 12 Section 4-203.E.22 — Additional Information or Detail 12 Section 4-203.E.23 — Signature Blocks 12 Appendices Appendix A — Site Maps Appendix B — Drainage Plan Appendix C — Storm Water Management Permit and BMP Map Appendix D — SPCC Site Specific Details Fox Engineering Solutions, Inc. June 2014 Page 2 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan WPX ENERGY'S MANAGEMENT APPROVAL The undersigned representative of WPX Energy Rocky Mountain LLC does hereby acknowledge reviewing the Grading and Drainage Plan, contained herein, and shall accepts responsibility for the implementation of this plan. Manag -ent Signature Mr. Bryan S. Hotard Attorney -in -Fact ate Fox Engineering Solutions, Inc. June 2014 Page 3 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan PROFESSIONAL ENGINEER CERTIFICATION The undersigned Registered Professional Engineer attests that he has prepared this Grading and Drainage Plan per the requirements of Article 4 — Section 203.E Grading and Drainage Plan of the Garfield County Land Use and Development Code, effective July 15, 2013. David J. Fox, PE David J. Fox, P.E. Professional Engineer, State of Colorado Registration No. 25420 Date Fox Engineering Solutions, Inc. June 2014 Page 4 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Introduction WPX Energy Rocky Mountain LLC is proposing to add a booster compressor to an existing developed well pad site known as the KP 24-8. The KP 24-8 well pad has been utilized for mineral extraction including natural gas and oil for several years. The compressor is an equipment item necessary for the operation of the facility. The site currently is comprised of 23 natural gas wells, 13 oil and produced water tanks and a number of separators. Construction activities associated with the booster compressor include the construction of an approximately 25 ft. by 60 ft. concrete foundation, booster compressor building placement on the foundation and ancillary piping. The site is located in the SE 1/4 SW 1/4 of Section 8, Township 6 South, Range 91 West of the 6th P.M. All construction activities will occur within the existing well pad boundary and no new disturbance of areas outside of the well pad are anticipated. Construction of the foundation will occur on the existing work area of the well pad. Over -excavation, compaction and placement of the foundation are not anticipated to significantly alter or change the existing grade of the site. The site is located in the SE 1/4 SW 1/4 of Section 8, Township 6 south, Range 91 West of the 6th P.M. As required by Article 4 — Section 203.E Grading and Drainage Plan, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013, this document contains information required for the Grading and Drainage Plan. Section 4-203.E.1 - Site Map Site maps are provided in Appendix A showing the location of existing structures. The KP 24-8 well pad is located on Jolly Mesa where no water bodies, hydrologic feature including intermittent drainages, wetlands or floodplains exist. Section 4-203.E.2 — Drainage Structures Locations of existing drainage structures or natural drainage features affecting site drainage on the parcel and within 10 feet adjacent to the site boundary are shown on the Drainage Plan in Appendix B. No new drainage structures are proposed for the construction of the compressor. Fox Engineering Solutions, Inc. June 2014 Page 5 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Section 4-203.E.3 — Topography Existing site topography at two foot contours is provided on the Site Maps in Appendix A. Appendix A also depicts the location of the KP 24-8 well pad on a USGS 7.5 minute Quadrangle Map at 40 ft. contours. The Vicinity Map, located in Section 4-203.C, referenced herein, shows the property boundaries. Section 4-203.E.4 — Grading Plan The only grading alterations to the KP 24-8 site will be at the location of the compressor's foundation. Over -excavation, compaction and placement of the foundation are not anticipated to significantly alter or change the existing grades of the site. Appendix A depicts the existing site grade on two ft. contours and the building site grading. Section 4-203.E.5 — Soil, Stockpile and Snow Storage Areas Stockpiled soil, if any, will be stored directly adjacent on the west side of the footprint of the 25 ft. by 60 ft. compressor foundation. The stockpiled material will be utilized for fine grading around the compressor foundation. The stockpiling of snow is not anticipated during normal oil and gas operation activities. Should snow stockpiling be required, snow will be stored within the existing well pad boundaries, probably on the west side of the pad. Section 4-203.E.6 — Proposed Drainage Plan The existing drainage plan developed for the KP 24-8 well pad will be utilized for the construction of the compressor. The plan is provided in Appendix B and shows the estimated 100 -year 24 hr. precipitation runoff estimates as well as the estimated diversion structure capacities. Section 4-203.E.7 — Equipment Storage Areas All equipment related to the compressor, including compressor lubricants, will be stored inside the compressor building. The compressor is powered with natural gas from the adjacent well. Lubricant oils will be provided with secondary containment. Fox Engineering Solutions, Inc. June 2014 Page 6 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Section 4-203.E.8 — Temporary Roads No temporary roads will be required for the booster compressor construction. Existing roads and well pad working areas with be utilized. Section 4-203.E.9 — Areas of Steep Slope There are no areas of steep slope exceeding 20% within the project site for both pre - construction and post -construction conditions. Section 4-203.E.10 — Construction Schedule It is anticipated that mobilization of equipment and materials will be conducted within 5 to 10 days after approval of the KP 24-8 Booster Compressor application by Garfield County. Construction will commence shortly thereafter. An estimated construction sequence timetable is provided below. WPX Energy Rocky Mountain KP 24-8 Booster Compressor Estimated Construction Sequence Timetable{1l Schedule Work Item Days 1-3 Mobilization Days 1-3 Installation of Erosion/Sediment MPs Days 3 - 12 Compressor Construction Days 12- 13 Compressor Testing & Commissioning Days 1- 14 Maintenance of Erosion/Sediment MPs Day 14 Maintenance and/or Removal of Erosion & Sediment MPs 11 Begins after application approval by Garfield County Fox Engineering Solutions, Inc. June 2014 Page 7 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Section 4-203.E.11 — Permanent Stabilization The compressor is to be located on the existing KP 24-8 well pad as a supplemental equipment item necessary for the operation of the facility. The site has been stabilized under the provision of the existing storm water management plan, referenced in Section 4-203.E.17 of this report, which included installation of diversion ditches, final grading and establishment of vegetation. Final stabilization of the site will occur after the useful life of the wells and the wells are plugged and abandoned per the requirements of the Colorado Oil and Gas Conservation Commission. Section 4-203.E.12 — Erosion Control Measures Erosion control measures are identified on the storm water management plan drawing for the site in Appendix C. BMPs specific to the construction of the compressor include existing site grading which diverts sheet flow runoff to the center of the pad and the west side diversion ditch. Sediment dams are located in the diversion ditch which capture sediment. The diversion ditch transports storm water to the slope drain located on the south side to the well pad. Runoff is diverted into a perforated slope drain which distributes runoff along the vegetated slope of the well pad. Runon diversion ditches are located up gradient of the well pad to capture runon from rainfall and snow melt events. Section 4-203.E.13 — Estimated Costs The cost of the project, which includes both the compressor and site work, is estimated at $1.1 million. Best manage practices (BMPs) are currently employed at the well pad site as part of the Storm Water Management Plan. Estimated cost for the installation and maintenance of soil erosion and sediment control is $2500.00 annually. Section 4-203.E.14 — Calculations Surface water diversion structures have been constructed at the KP 24-8 facility to accommodate 100 -year 24-hour precipitation events and subsequently the 25 -year 24 hour events. The National Oceanic and Atmospheric Administration, NOAA Atlas 2 - Volume III, reports the 100 -year 24-hour and 25 -year 24 hour peak precipitation events at the facility locations to be approximately 1.66 and 1.17 inches per hour, respectively. Utilizing NOAA Atlas 2 regression and nomograph methodologies, the resulting rainfall Fox Engineering Solutions, Inc. June 2014 Page 8 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan intensities for various return periods, including the 100 -year and 25 -year events, are summarized below. The NRCS identifies the dominate soils type within the boundary of the KP 24-8 well pad as vale silt loam. This soil has a reported hydrologic group rating of C. Group C soils generally having a slow infiltration rate when thoroughly wet. The estimated pre - construction runoff coefficient is 0.1 with the post -construction runoff coefficient estimated at 0.3. A number of existing best management practices and diversion structures have been constructed to control runoff and runon resulting from the 100 -yr 24 -hr and 25 -yr 24 -hr precipitation events. Specific best management practices ("BMPs"), including erosion and sediment control structures, are identified in WPX Energy's Construction Wide Stormwater Management Plan for the Kokopelli Field, storm water discharge permit #COR03G143. BMPs are shown on the storm water management plan drawing in Appendix C and are analyzed with calculations for runoff and BMP capacities in the Drainage Plan in Appendix B. As noted on the drawing, the Manning-Chezy equation was utilized to estimate the flow capacity of the diversion ditches and slope drains. This empirical formula incorporates the ditch and pipe configurations, slope and a roughness coefficient to estimate capacities. Fox Engineering Solutions, Inc. June 2014 Page 9 NOAA Atlas 2 Volume III Precipitation Computations Region 2: San Juan, Upper Rio Grande, Upper Colorado, and Gunnison River Basins, and Green River Basin below Confluence with the Yampa River Project Location: Garfield County - KP 24-8 Booster Compressor Rainfall Depth -Duration -Frequency Table* Return Period Rainfall Depth in Inches at Time Duration* 5 -min 10 -min 15 -min 30 -min 1 -hr 2 -hr 3 -hr 6 -hr* 24 -hr* compute compute compute compute compute compute compute inputs inputs 2 -yr 0.18 0.28 0.36 0.49 0.62 0.72 0.78 0.90 1.20 5 -yr 0.26 0.40 0.50 0.70 0.88 0.98 1.05 1.18 1.52 10 -yr 0.29 0.45 0.57 0.79 1.00 1.13 1.21 1.37 25 -yr 0.34 0.53 0.67 0.92 1.17 1.32 1.41 1.60 2.15 50 -yr 0.41 0.64 0.81 1.12 1.42 1.56 1.65 1.83 2.38 100 -yr 0.48 0.74 0.94 1.31 1.66 1.77 1.85 2.00 2.60 * Note: Refer to NOAA Atlas 2 Volume III isopluvial maps for 6 -hr and 24 -hr rainfall events and rainfall depths at time durations. The NRCS identifies the dominate soils type within the boundary of the KP 24-8 well pad as vale silt loam. This soil has a reported hydrologic group rating of C. Group C soils generally having a slow infiltration rate when thoroughly wet. The estimated pre - construction runoff coefficient is 0.1 with the post -construction runoff coefficient estimated at 0.3. A number of existing best management practices and diversion structures have been constructed to control runoff and runon resulting from the 100 -yr 24 -hr and 25 -yr 24 -hr precipitation events. Specific best management practices ("BMPs"), including erosion and sediment control structures, are identified in WPX Energy's Construction Wide Stormwater Management Plan for the Kokopelli Field, storm water discharge permit #COR03G143. BMPs are shown on the storm water management plan drawing in Appendix C and are analyzed with calculations for runoff and BMP capacities in the Drainage Plan in Appendix B. As noted on the drawing, the Manning-Chezy equation was utilized to estimate the flow capacity of the diversion ditches and slope drains. This empirical formula incorporates the ditch and pipe configurations, slope and a roughness coefficient to estimate capacities. Fox Engineering Solutions, Inc. June 2014 Page 9 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan The Rational Method was utilized to estimate peak discharge flows from tributary areas. This methodology incorporates rainfall intensity from the 100 -yr 24 -hr precipitation event, a run-off coefficient and the contributing tributary surface area. Control structure estimated capacities and peak tributary run-off are summarized on the Drainage Plan in Appendix B. Section 4-203.E.15 — Neighboring Areas The KP 24-8 facility is located on top of Jolly Mesa at an elevation of 6530 ft. MSL. The site sits on the south side of Jolly Mesa. Grasses and sage brush are the dominate vegetation species. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. . No natural drainages are located within or adjacent to the facility boundary. Localized drainage is provided by ephemeral drainages located approximately 1500 ft. to the north and south of the site. The facility, topography and drainages are identified on the site maps in appendix A. The site is located in Garfield County within the Rural Zone District which is comprised of the County's rural residential areas, agricultural resource lands, agricultural production areas, and natural resource areas. The KP 24-8 well pad has been utilized for mineral extraction including natural gas and oil for several year. The adjacent area has historically been used for cattle grazing, mining and natural gas extraction. Uses immediately adjacent to the facility include cattle grazing and natural gas extraction well pads. The surrounding area is currently utilized for active oil and gas development, cattle grazing and opens rangeland. The nearest structures include oil and gas wells, associated production equipment and tanks, located approximately one half mile to the south and northeast. Residential dwellings are located one mile to the north and west. Section 4-203.E.16 — Storm Water Management Water -borne sediment is the main potential pollutant of concern in the Piceance fields. Each construction project may employ a variety of BMPs as necessary to minimize sediment in stormwater runoff. The objective of erosion and sediment controls is to minimize the release of sediments during stormwater runoff. This can be accomplished through the use of both structural and nonstructural controls, as appropriate to the site. The Storm Water Management plan describes erosion and sediment controls which may be implemented at active construction sites to minimize possible sediment impacts to stormwater runoff. Sediment and stormwater management controls will be Fox Engineering Solutions, Inc. June 2014 Page 10 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan accomplished through a combination of construction techniques, vegetation management, and temporary or permanent structural features. BMPs include a wide variety of procedures, inspection schedules, prohibition of activities, and other management strategies to prevent contamination of stormwater runoff. BMPs can also include practices that prevent contact between pollutants and runoff, or, if contact is made, reduce levels or remove pollutants in runoff. Section 4-203.E.17 — Storm Water Management Plan The existing KP 24-8 well pad site is under interim reclamation under the requirements of the Storm Water Management Plan, approved by the Colorado Department of Public Health and Environment under Permit No. COR03G143. A copy of the permit and BMPs specific to the KP 24-8 are identified in Appendix C. A copy of the Storm Water Management Plan is available upon request. Section 4-203.E.18 — Reclamation Plan The existing KP 24-8 well pad site is under interim reclamation under the requirements of the Storm Water Management Plan, approved by the Colorado Department of Public Health and Environment under Permit No. COR03G143. The addition of the compressor into the existing equipment inventory located in the operational work areas of the well pad will not alter the reclamation status of the site. Section 4-203.E.19 — Hydraulic Calculations Calculation methodologies for hydrologic and hydraulic structures are outlined in Section 4-203.E.14 above and are denoted and summarized in the Drainage Plan in Appendix B. Section 4-203.E.20 — Maintenance Requirements Existing BMPS on the KP 24-8 will be utilized for the erosion and sediment control during construction of the compressor. WPX Energy is responsible for the maintenance of the BMPs. BMPs will be maintained by both WPX Energy's staff and its contractors. The primary BMPs for the compressor construction include the diversion ditch located on the west and south side of the well pad and the slope drain on the south side of the well pad. Inspections are required monthly and after every significant rainfall event. Fox Engineering Solutions, Inc. June 2014 Page 11 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Section 4-203.E.21 — SPCC Plan The site is included in WPX Energy's Piceance Basin Integrated Spill Prevention, Control and Countermeasures Plan as required by the U.S. Environmental Protection Agency under the regulation of 40 CFR 112.. Specific site details regarding oil storage quantities, secondary containment, and other details are provided in Appendix D. Section 4-203.E.22 — Additional Information or Detail This section is reserved for other information or data as may be reasonably required by the Garfield County Director. Section 4-203.E.23 — Signature Blocks A signature block acknowledging the owner's review and acceptance of responsibility is provided in this report. Signature block and stamped statement by the qualified individual preparing the Grading and Drainage Plan are also provided in this document. Fox Engineering Solutions, Inc. June 2014 Page 12 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Appendix A Site Maps Fox Engineering Solutions, Inc. June 2014 Page 13 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan 4� ti— ti S` GRAPHIC SCALE IN FEET I INCN=xm FEET ACCESS DESCRIPTION: FROM THE INTERSECTION OF COLORADO INTERSTATE 70 OVERPASS (Exit 97) AND RIVER FRONTAGE ROAD SOUTH OF SILT, COLORADO, PROCEED EAST ±0.4 MILES ALONG RIVER FRONTAGE ROAD TO THE INTERSECTION WITH COUNTY ROAD 311 (DIVIDE CREEK ROAD), PROCEED ALONG DIVIDE CREEK ROAD ±3.3 MILES TO THE INTERSECTION WITH A DIRTIGRAVEL ROAD (McLin Cutoff), PROCEED LEFT IN AN EASTERLY DIRECTION ±1.0 MILES TO A FOUR-WAY INTERSECTION, PROCEED STRAIGHT IN A NORTHEASTERLY DIRECTION UP A HILL ±0.8 MILES TO AN INTERSECTION WITH A DIRTIGRAVEL ROAD, PROCEED LEFT IN A NORTHERLY DIRECTION ±1.0 MILES TO THE EXISTING KP 24-8 DRILL PAD LOCATION AT THE TOP OF THE MESA, AS SHOWN HEREON. Suru Services, Inc_ SCALE: 1" = 2000' DATE: 6/3/11 PLAT. 5 of 7 PROJECT: Williams Kokopelli DF: cws Construction Plan Prepared for: Witham.. Williams Production, RMT Fox Engineering Solutions, Inc. June 2014 Page 14 M/InNot mozve....... swei¢arywnw s. mWsx GRW r\ \\ I \ \ \ \ . + \ _ '7..,r-_-,-. '::\ \2,:,,,.,, \ \\ "--1-r‘ l 1 \ \+\ x X X 1 ,, t. 1 \. \ \ tF cm�1�❑0��0� 1 ,1,,.1 `,\ I��X—_x_J ', 1 `, �`I vvv I`\ r 1 \ i+ 1 i 1 1\ 1` LJ ¢ 111 \ c W / ' I I \\ � O d \ I oII x x1am 4,... -„,ill I \ :Psi I� ';• 1 1 \ -- .t ., 1\ �� ,111 k .8. >, 3 I t \ !i / m + g l1 1 '\1 Y ,\\ , 1 a m I \ RR I i _ / ;t , I I \ , \ _ It //- t` , ' I ,/ I , 1 1// \sem'/� �/ ` i I, I I IA \ �c _ - \r i 1 / I / I bb 1N ---17---------i-, `! - vl 1 / J , J � / I/ Jq 1/ J J 1 f /7 /� ,/ / / `' .._1 / /1�,/! / J,% // ,,/ - l / I X6514" \\\ \ \\ ---- � --�. ��/ `� i— \ —r / ,/ / 1 / / 12'x40' Continuous Ridge Vent a wl 05 G • U tTs U 12"x40' Continuous Ridge Vent ',Y Excess Soil Berm lot Ir[1 .zaiNit laisailwmesz es.0 w ®.vim eix owe:, ogo,,1 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Appendix B Drainage Plan Fox Engineering Solutions, Inc. June 2014 Page 15 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan R Protection Diversion Ditch I \1► t Approximate , Compressor r rk ation "..1" ' 1 r-� 1 Tank to be 6-300bbl . y removed -, Oil Tanks 6 - 300 bbl Mater Tanks? Diversion Ditch Tributary Basin Area = 4.2 acres Peak Discharge Qlooyr = 2.1 cfs (Q1oo y =CIA =03x166 x42) Estimated Ditch Capacity = 33.9 cfs (Trapezoid -shaped diversion channel 18" deep w ith 3H:1 V side slopes and slope = 0.0075, Velocity = 3.8 ft!s ) 6S 91W yKP 24-$ 23 Wells 6 Quad Separato 3 Low Pressure Separators 1 Dehydrator Slope Drain Estimated Flow Capacity = 2.25 cfs (8" corrugated plastic pipe; slope = 0.10) WPXENERGY 1 Legend Existing Road Existing Pad 4— Direction of Flow KP 24-8 Booster Compressor Drainage Plan July 2, 2014 s 0 50 100 200 Feet P.1ProjectslPICAKotope1W11416623_KP 24E_BoosterCompressor_Coum Pensit_Exhibits1SifeMapmxd Atankers 7122014 1:32:56 PM Fox Engineering Solutions, Inc. June 2014 Page 16 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Appendix C Storm Water Permit & BMP Map Fox Engineering Solutions, Inc. June 2014 Page 17 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan STATE OF COLORADO John W. Hickenlooper, Governor Christopher E. Urbina, MD, MPH Executive Director and Chief Medical Officer Dedicated to protecting and Improving the heahth and environment of the people of Colorado 4300 Cherry Creek Dr. S. Denver, Colorado 80248-1530 Phone (303) 692-2000 Located in Glendale, Colorado http:ilwww.cdphe.state.co.us June 21, 2012 Laboratory Services Division 8100 Lowry Blvd. Denver, Colorado 80230.6928 (303) 692-3090 Michael Gardner, Env Mgr W P X Energy Rocky Mtn LLC PO Box 370 Parachute, CO 81635 RE: Renewal of Permit/Certification Administrative Continuation For: Kokopelli Located at: 1-70 & Hwy 214, Uninc, Garfield County Permit No.: COR03G143 Dear Mr. Gardner; Colorado Department of Public Health and Environment The Division has received an application to renew the above permit/certification. It has been determined that there is sufficient information to make this permit/certification eligible for renewal. More information may be requested by the Division as progress is made in developing a new permit/certification for the above listed facility. This information must be made available to the Division when requested to complete the permit process. The Division is currently in the process of developing a new permit or master general permit and associated certification for the above permitted facility. The development and review procedures required by law have not yet been completed. When the discharge permit issued to you for your facility expired on June 30, 2012 your permit is administratively continued and remains in effect under Section 104(7) of the Administrative Procedures Act, C.R.S. 1973, 24-4-101, et seg (1982 repl. vol. 10) until the new permit/certification is issued and effective. - All effluent permit terms and conditions in your current permit will remain in effect until your new permit/certification is issued and effective. PLEASE KEEP THIS LETTER WITH YOUR PERMIT AND SWMP TO SHOW CONTINUATION OF PERMIT COVERAGE. Sincerely, Debbie Jessop Permits Section WATER QUALITY CONTROL DIVISION xc: Permit File Fox Engineering Solutions, Inc. June 2014 Page 18 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Site ID: WP -00909 a 0 tr, 18 - C M - w o n E To dy - W ai w +� LL Z z a rts 2 CO3 (RC -O2 Culvert Crass Drain MeetIon bf Surface flow Fox Engineering Solutions, Inc. June 2014 Page 19 WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor - Grading & Drainage Plan Appendix D SPCC Site Specific Details Fox Engineering Solutions, Inc. June 2014 Page 20 SPCC Facility Location Ma $ o o g' ¢ e pX R_ Q pN Oil Dump line Oil Dump Line Oil Dump Line New Compressor Building .co) 4l Aenor+ w:: 8 -VCE c1518 -ESC d)1 � T 8-1,ES dN .9)0001E-9 )O0 +. ' Lt -t) dN ryp/ 4 Ll-ttCd9 9609 d)+].+ Ll -t CO dN .ZEZ 0-910-9 AMIor4 jK Ll-LL9d0 8 -EZ dN� -+ 21-12C dN .983 OEIz-8 8EZ9d51.4 __ .F 8-9ZEd01 8-EZS .49Z Os1Z-B Ae11.1+--{---� GL-L)dN --� 8.8ZS dN f-� Gl-lI9d11 E Y 2 IF m o0. \ l� WPX Energy Rocky Mountain, LLC SPCC Facility Location Map KP 24-8 I SPCC Facility Location Ma $ o o g' ¢ e pX R_ Q pN Oil Dump line Oil Dump Line Oil Dump Line New Compressor Building .co) 4l Aenor+ w:: 8 -VCE c1518 -ESC d)1 � T 8-1,ES dN .9)0001E-9 )O0 +. ' Lt -t) dN ryp/ 4 Ll-ttCd9 9609 d)+].+ Ll -t CO dN .ZEZ 0-910-9 AMIor4 jK Ll-LL9d0 8 -EZ dN� -+ 21-12C dN .983 OEIz-8 8EZ9d51.4 __ .F 8-9ZEd01 8-EZS .49Z Os1Z-B Ae11.1+--{---� GL-L)dN --� 8.8ZS dN f-� Gl-lI9d11 E Y 2 IF m Piceance Basin INTEGRATED SPCC PLAN SPCC Facility Specific Details WPX ENERGY Field: Kokopelli NDIC #: Location Name: facility natural PCA#: Facility ID #: 7665 related water assets. gas KP 24-8 Facility Description: On -shore production and produced First Production Date: well pad with associated oil 9/1/2009 Facility Location: State: County: Latitude: CO Qtr: Township: degrees SESW Section: Range: Longitude: 8 degrees Garfield 6S 91W 39.535562 -107.5797 Potential Oil Volume Capacity: Substantial Harm Determination: 3637 barrels does not meet the substantial 152754 gallons criteria specified in 40 This Facility CFR Part 112.20. harm Well Pad Assets: Production Equipment: Quantity Item 21 Well Heads 8 Separators 5 Produced Water Tanks 8 Condensate / Oil Tanks 0 Production Pits 1 Flares 23 Meters 1 Compressors 2 Drip Pots 1 Loadouts Mobile Equipment & Containers, if Present: Drill rigs Bulk Fuel Tanks for Oil Hydraulic Fracturing Tanks containing Produced Water Qualified Oil -filled Equipment Other Possible Non -SPCC Related Assets: Methanol Tanks, Piping and Pumps Biocide Tanks, Piping and Pumps Corrosion Inhibitor Tanks, Piping and Pumps Distance to Nearest Surface Water: Direction to Nearest Surface Water: Description of Area Topography Description of Off -Site Drainage 5300 Feet Azimuth Angle in Degrees 315 Area topography slopes towards the S/SW. The site sits above a gradually sloping field. No discernable drainages identified. Piceance Basin INTEGRATED SPCC PLAN Prediction of Oil Discharge Quantity and Direction (Part 112.7(b)) WPX ENERGY Facility ID: 7665 Facility Name: KP 24-8 Field: Kokopelli NDIC #: PCA #: Tank IDDiameter Contain- ment ID Tank Contents Fluid (2� Tank Largest Discharge Estimated Discharge Rate of Flow(') Failure Flow Direction ft bbls bbls/min gallon/min azimuth TK -1 (2), 23336 SC -1 Produced Water 15.5 300 100.0 4200 180 TK -1 (3), 23122 SC -1 Produced Water 15.5 300 100.0 4200 180 TK -1 (4), 40550 SC -1 Produced Water 15.5 300 100.0 4200 180 TK -1 (5), 23147 SC -1 Produced Water 15.5 300 100.0 4200 180 TK -1, 23684 SC -1 Produced Water 15.5 300 100.0 4200 180 TK -2 (2), 513A001177 SC -2 Condensate 15.5 300 100.0 4200 180 TK -2 (3), 513A001175 SC -2 Condensate 15.5 300 100.0 4200 180 TK -2 (4), 513A001176 SC -2 Condensate 15.5 300 100.0 4200 180 TK -2 (5), 25310 SC -2 Condensate 15.5 300 100.0 4200 180 TK -2 (6), 25312 SC -2 Condensate 15.5 300 100.0 4200 180 TK -2 (7), 25309 SC -2 Condensate 15.5 300 100.0 4200 180 TK -2, 23124 SC -1 Condensate 15.5 300 100.0 4200 180 TK -3 SC -3 Motor Oil 11.9 4.0 167 180 Drip Pot 0.3 0.1 4.2 Separators PW/Condensate 24.8 0.0 0.027 225 Flowlines Pit Total Storage Discharge Notes: Conversions: One barrel = 42 gallons = 5.6 ft.3 3637 Piceance Basin Facility ID: 7665 Field: Kokopelli INTEGRATED SPCC PLAN Facility Name: KP 24-8 NDIC #: PCA #: WPX ENERGY Secondary Containment Calculations Bottom Bottom Top Length Top Width Berm Radius Diameter Length Width (for earthen) (for earthen) Height (for oval) (for round) ft. ft. ft. ft. ft. ft. ft. Circum. Total Gross Secondary Containment Volume (1) ft.3 Secondary Containment Containment Irregular Area ID Type Containment? (for round) ft. SC -1 Rectangular, Rounded No 37.5 45 470.9 2735.2 2.4 22.3 300.0 1683.0 6458.4 SC -2 Rectangular No 62.25 48 522.9 3277.8 2.9166 5437.0 300.0 1683.0 8714.8 SC -3 Round No 0.0 0.0 13.7 13.7 2 143.3 10 66.8 157.1 Secondary Containment Displacement From Other Tanks and Precipitation Net Net Precipitation Total Secondary Secondary Volume Volume Containment Containment Displacement (2) Displacement Volume Volume ft.3 ft.3 bbls ft.3 Required Volumes Tank Other Equip. Secondary Total Number Volume Volume Containment Number Tank of Equalized Displacement Displacement Area ID of Tanks Contents Tanks ft.3 ft.3 Largest Largest (Equalized) (Equalized) Tank(s) Volume Tank(s) Volume bbls ft.3 SC -1 6 Oil/Cond/PW -- 2264.3 0.0 470.9 2735.2 663.7 3723.2 300.0 1683.0 SC -2 6 Oil/Cond/PW -- 2754.9 0.0 522.9 3277.8 969.2 5437.0 300.0 1683.0 SC -3 1 Motor Oil -- 0.0 0.0 13.7 13.7 25.5 143.3 11.9 66.8 (')Secondary Containment Notes: Secondary Containment volume calculations for earthen berms: V = (Bottom Length x Bottom Width x Height) + (Top Width - Bottom Width)/2 x Height x 0.5 x 2 x (Bottom Length + Top Width) Secondary Containment volume calculations for rectangular metal berms: V = Length x Width x Height Secondary Containment volume calculations for circular metal berms: V = (Diameter/2)` x 3.1415 x Height or V = (Circumference/2x3.1415)` x 3.1415 x Height Secondary Containment volume calculations for oval metal berms where Width = 2 x Radius: V = ((Length x Width) + (Radius` x 3.1415)) x Height Secondary Containment volume calculations for oval metal berms where Width > 2 x Radius: V = ((Length x Width) + (Radius x Width)) x Height (2)Precipitation Notes: Using NOAA Atlas II 25 -yr 24 -hr event (inches) (Williston Basin value includes 3.r snowfall estimate)= Precipitation volume calculations for earthen berms: PV = Top Width x (Top Width - Bottom Width + Bottom Length) x 2.1/12 Precipitation volume calculations for rectangular metal berms: PV = Length x Width x 2.1 / 12 Precipitation volume calculations for circular metal berms: PV = (Diameter/2)` x 3.1415 x 2.1 / 12 or V = (Circumference/2x3.1415)` x 3.1415 x 2.1 / 12 Precipitation volume calculations for oval metal berms where Width = 2 x Radius: PV = ((Length x Width) + (Radius` x 3.1415)) x 2.1 / 12 Precipitation volume calculations for oval metal berms where Width > 2 x Radius: PV = ((Length x Width) + (Radius x Width)) x 2.1 / 12 12.1 'Other Displacement Areas: Pump House = Meter House = Separator Building LACT Unit 300.0 ft.' 0.0 ft.3 2813.0 ft.3 480.0 ft.3 (4)Largest Likely Discharge (for flowlines): Based on maximum expected average daily oil and produced water through -put taken from WPX Energy 30 -day Production Reports Conversions: One barrel = 42 gallons = 5.615 ft.3 4-203.G Impact Analysis WPX Energy Rocky Mountain, LLC July 2014 Article 4 — 203.G. Impact Analysis 1. Adjacent Land Use — Adjacent land use and neighboring properties within 1,500 feet of the location include public land and rural land. See the map in Appendix A of this report. 2. Site Features - The KP 24-8 well pad is located on the southern edge of Jolly Mesa. Access to the well pad is via the Divide Creek Road, Garfield County Road 311 (CR 311), and improved gravel roads leading east to the pad. Terrain in the project area varies from the flat terrain on Jolly Mesa to steep hillsides south of the existing well pad. The vegetation on Jolly Mesa is dominated by grasses that have been planted for livestock forage. Historically, the mesa area was sagebrush shrublands and juniper woodlands. The slopes surrounding Jolly Mesa are composed of Utah juniper (JuniperusE itahensis) and pinion pine (PinusCltdulis) woodlands interspersed with small openings of Wyoming sagebrush(ArtemisiaitridentataEwyomingensis). The understory vegetation in the woodlands is predominantly cheatgrass with scattered native grasses and forbs. These woodlands are a mixture of mature and immature trees with some of the mature juniper trees reaching 30 ft height, with diameters (diameter breast height) exceeding 1.5 ft. The pinion -juniper woodlands in a draw southeast of the well pad have an understory of shrubs including mountain mahogany (Cercocarpus0 montanus), snowberry (SymphoricarpusL rotundifolius), and Gambel oak (QuercusE ambelii). The elevation at the well pad is about 6,500 feet. There are no wetlands or perennial streams within the survey area. Please see the Biological Survey Report as supporting information in Appendix B. 3. Soil Characteristics — Websoil survey data from the NRCS website indicates soil within the project area is Vale silt loam, 3 -6% slopes at elevations 5000-7,200 feet. See the NRCS map unit description as supporting information in Appendix C of this report. 4. Geology and Hazard — Based on analyzes of potential natural and geologic hazards, as outline in the Fox Engineering Solutions (FES) report in Appendix D of this report, it is the opinion of FES that hazards identified in the LUDC have a low probability of impacting this site and the booster compressor. Mitigation of said hazards does not appear to be warranted at this time. See Appendix D for supporting documentation. 5. Groundwater and Aquifer Recharge Areas — Article 4 — Section 203.G.5 Groundwater and Aquifer Recharge Areas, of the Garfield County LUDC, requires evaluation of the relationship of the subject parcel to floodplains, the nature of soils and sub soils and their ability to adequately support waste disposal, the slope of the land, the effect of sewage effluents, and the pollution of surface runoff, stream flow, and groundwater. The KP 24-8 facility is located on top of Jolly Mesa at an elevation of 6530 ft. MSL. The site sits on the south side of Jolly Mesa. Grasses and sage brush are the dominate vegetation species. Figure 1, attached in Appendix E, shows the KP 24-8 site and its location relative to waterbodies including ephemeral, intermittent and perennial drainages. The nearest ephemeral drainage is located approximately 1020 ft. to the southeast. Garfield Creek is located 7025 ft. to the east of KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 the site and the Colorado River is located 4720 ft. to the north. The KP 24-8 is not located in a floodplain. The NRCS identifies the dominate soils type within the boundary of the KP 24-8 well pad as vale silt loam. This soil has a reported hydrologic group rating of C. Group C soils generally having a slow infiltration rate when thoroughly wet. The estimated pre -construction runoff coefficient is 0.1 with the post -construction runoff coefficient estimated at 0.3. Based on the "Geologic Map of Colorado" compiled by Ogden Tweto, dated 1979, the KP 24-8 is located in a geologic unit denoted as Qgo — older gravels and alluviums (Pre -Bull Lake Age) and possibly underlain by the Wasatch formation. The Qgo unit consists generally of unconsolidated surficial deposits and the Wasatch formation consists generally of claystone, mudstone and sandstone. These materials generally have low to moderate permeability. Waste disposal and the discharge of sewage effluent are not contemplated at the KP 24-8 under the proposed booster compressor installation. The site has been constructed on natural grades of 3 — 5% that slope gently downward to the west/southwest. There are no water wells of record located on Jolly Mesa. The Colorado Division of Water Resource's (CDWR) files indicate two well permits were issued and located about a quarter of a mile to the north of the KP 24-8 well pad. The well associated with Permit No. 113975 expired and appears to have not been constructed. Permit 20631 -MH was for a monitoring hole and appears to have not have been put into service. Based on the absence of wells in the vicinity and the low permeability of the Wasatch Formation, the evidence suggests that there are no shallow aquifers or alluvium present at the site. The depth to groundwater is unknown. Storm water best management practices have been implemented at the KP 24-8 to reduce or eliminate offsite transport of contaminants. As outlined in the submittal material of Section 4- 203.E — Grading and Drainage Report, the KP 24-8 well pad site is under interim reclamation under the requirements of the Storm Water Management Plan, approved by the Colorado Department of Public Health and Environment (CDPHE) under Permit No. COR03G143. Best Management Practices (BMPs) specific to the KP 24-8 are identified in Appendix C of Section 4- 203.E. See Appendix E of this report for supporting documentation. 6. Environmental Impacts — see Appendix B for supporting documentation. No additional site disturbance outside of the existing KP 24-8 oil and gas location will occur. a. Determination of the long-term and short-term effect on flora and fauna. No flora Special Status Species (TESS) were observed during the survey. Noxious weeds observed during the survey are found in Table 2 of the Biological Survey Report in Appendix B and consisted of downy brome, white sweetclover and yellow sweetclover. The planted grasslands surrounding the well pad were generally not infested with downy brome. The BLM developed a six mix of species well suited for reclamation in the surveyed area. WPX utilized the seed mix after drilling and completions operations occurred. The location is currently in interim reclamation. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 For fauna, an adult Red-tailed hawk was observed during the survey. No nest was located. No young fledglings were observed at any time during the survey. No unoccupied raptor nests were found in the woodland habitat. The grasslands on Jolley Mesa are not suitable habitat for any raptor species. The proposed project does not affect large areas of undisturbed shrubland or woodland vegetation and is unlikely to affect nesting passerine species. Sensitive reptile species are very uncommon in the vicinity of the well pad. Due to lack of water in and around the project area, no amphibian or fish would be affected by the project. Table 2. of the NEPA document in Appendix B indicates no significant impacts on species listed, or proposed to be listed, on the list of Endangered or Threatened Species, or have significant impacts on designated critical habitat for these species exist. b. Determination of the effect on designated environmental resources, including critical wildlife habitat. No wetlands or Army Corps of Engineers (COE) crossings will be affected. The project area is within winter ranges of mule deer and American elk. It is within a mule deer winter concentration area and severe winter range. For elk, the well pad is within a winter concentration area and severe winter range. No deer or elk were observed during the survey. During typical winters, the state wildlife area supports large numbers of mule deer and elk. Jolly Mesa is often utilized as part of winter range. The project area is situated at an elevation where the annual rain and snow fall is high enough for good reclamation to occur. The location is located within an existing oil and gas field. Wildlife continues to live in the area; including big game species. Table 2. of the NEPA document in Appendix B indicates no significant impacts on such natural resource and unique geographic characteristics as historic or cultural resources; park; recreation or refuge lands; wilderness areas; wild or scenic rivers; nation natural landmarks; sole or principal drinking water aquifers; prime farmlands; wetlands; floodplains; national monuments; migratory birds; and other ecologically significant critical areas/circumstances exist. c. Impact on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions. The location is located within an existing oil and gas field. Wildlife continue to live in the area. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. There were no reported or observed conditions that indicate naturally occurring radioactive material or tailings on the site that would affect the design or operations of the facility. Please see Appendix D for supporting documentation. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 7. Nuisance — a. Dust, odors, gas, fumes, and glare — road will be watered per the maintenance agreement, as applicable, to mitigate dust. Odors/fumes will be mitigated through air mitigation and will be in compliance with CDPHE General Permit (GP) — 02.IGIare will be minimized; the location will be painted desert tan, per BLM requirement, to blend into the surrounding area. A CDPHE fugitive dust permit is not required; no additional site disturbance will occur. Please see tab Other Permits for copies of the air and storm water permit within the permit application. Views are not anticipated to be impacted by the installation of the compressor. The compressor will be implemented in an existing oil and gas field and will occur on an existing oil and gas location. Please see 2D Viewshed Analysis tab as supporting documentation. b. Noise — the facility will be in compliance with COGCC Rule 802 for noise abatement. The facility will comply with COGCC Rule 802 for light industrial. In remote locations, where there is no reasonably proximate occupied structure or designated outside activity area, the light industrial standard may be applicable. See Appendix F of this report for supporting documentation. The facility will have a critical grade muffler with 25-30 dbA noise reduction elements and will be housed in a steel building. With the proposed mitigation, dbA is anticipated to be between 35.1-52.8 dbA. There are no reasonable proximate occupied structures near the KP 24-8 oil and gas location. Light industrial noise standards will be complied to as follows: 7:00 am to next 7:00 pm — 70 dbA 7:00 pm to next 7:00 am — 65 dbA c. Vibration - The proposed booster compressor is factory -built and skid- mounted. The compressor skid will be placed on a 24 -inch thick, steel reinforced concrete foundation system and bolted to the foundation. Synthetic anti -vibration pads are placed between the skid and the concrete to dampen vibration. The compressor and its engine power train are factory balanced to minimize vibration. Upon installation, the compressor is commissioned through a series of checks and inspections to verify that the compressor is operating correctly and that vibration is within prescribed limits and tolerances. The KP 24-8 well pad is located in Garfield County within the Rural Zone District which is comprised of the County's rural residential areas, agricultural resource lands, agricultural production areas, and natural resource areas. The well pad has been utilized for mineral extraction including natural gas and oil for several years. The nearest structures include oil and gas wells, associated production equipment and tanks, located at the site and approximately one half mile to the south and northeast. The nearest residential dwellings are located one mile to the north and west. No vibration related impacts to adjacent structures or dwellings are anticipated with the operation of the KP 24-8 booster compressor. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 8. Hours of Operation - WPX Energy would like to operate the booster compressor 24 hours a day, 7 days a week, 365 days a year for artificial gas lift. The location is on an existing oil and gas location that is currently allowed to operate production operations 24/7/365. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 Appendix A Adjacent Land Use & Neighboring Properties within 1,500 feet KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review FETCHIK, PHILLIP F & MARJORIE F ROTH, JAMIE & CHANDLER 7 6S9 -9W JKP 24-8 JOLLEY, RICHARD & MARY MILY LLLP 18 16 BUREAU OF LAND MANAGEMENT IOW WPXENERGY Legend KP 24-8 Booster Compressor Site 1500 ft. Buffer (from Site) Existing Road Parcel Ownership (from Garfield County) Public Lands Rural KP 24-8 Booster Compressor Adjacent Land Use & Neighboring Properties within 1500ft. June 30, 2014 s 0 500 1,000 2,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\AdjacentLandUse.mxd Atankers 6/30/2014 5:19:47 PM WPX Energy Rocky Mountain, LLC July 2014 Appendix B Biological Survey Report NEPA Document Note:CNNPXL nergy[ 3ockyllvlountain,l/LCIIsb uccessorC oWilliams1 ProductionWMTO KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Biological Survey Report Williams Production RMT Parachute, Colorado KP 24-8 Well Pad Cover Photo: Piiion-juniper woodlands south of KP 24-8 well pad. Prepared for: Williams Production RMT Parachute, Colorado Prepared by: WestWater Engineering 2516 Foresight Circle #1 Grand Junction, CO 81505 July 2011 INTRODUCTION Williams Production RMT Company (Williams RMT) requested WestWater Engineering (WWE) to complete biological surveys for an existing natural gas well pad that is located in Garfield County on Jolly Mesa. The project site is about 4.0 miles southeast of Silt, CO on private lands in Section 8 Township 6 South (T6S), Range 91 West (R91W) (Figure 1). Surveys were conducted on July 8, 2011. While conducting surveys, WWE field personnel searched for other biological features pertinent to BLM's ongoing environmental programs. The objectives of the surveys were to identify specific wildlife resources and habitat attributes as follows: • Characterize vegetation within the project area, including species observed; • Locate raptor nest sites and identify important raptor habitat; • Identify areas of potential habitat for BLM sensitive birds and Birds of Conservation Concern (BCC); • Identify areas of potential habitat for federally listed Threatened, Endangered, and Sensitive Species (TESS) of plants; • Determine the presence and distribution of noxious and invasive weeds; • Identify potential Corps of Engineers (COE) jurisdictional waters and wetlands; • Identify potential aquatic resources and fish populations; • Identify habitat or occurrence of important mammals including BLM sensitive species, mule deer, and American elk ranges; and • Identify habitat or occurrence of BLM sensitive reptiles or amphibians. PROJECT AREA DESCRIPTION General Habitat Description and Vegetation The KP 24-8 well pad is located on the southern edge of Jolly Mesa. Access to the well pad is via the Divide Creek Road, Garfield County Road 311 (CR 311), and improved gravel roads leading east to the pad. Terrain in the project area varies from the flat terrain on Jolly Mesa to steep hillsides south of the existing well pad. The vegetation on Jolly Mesa is dominated by grasses that have been planted for livestock forage. Historically, the mesa area was sagebrush shrublands and juniper woodlands. The slopes surrounding Jolly Mesa are composed of Utah juniper (Juniperus utahensis) and pifion pine (Pinus edulis) woodlands interspersed with small openings of Wyoming sagebrush (Artemisia tridentata wyomingensis). The understory vegetation in the woodlands is predominantly cheatgrass with scattered native grasses and forbs. These woodlands are a mixture of mature and immature trees with some of the mature juniper trees reaching 30 ft height, with diameters (diameter breast height) exceeding 1.5 ft. The pinon juniper woodlands in a draw southeast of the well pad have an understory of shrubs including mountain mahogany (Cercocarpus WestWater Engineering Page 1 of 12 July 2011 montanus), snowberry (Symphoricarpus rotundifolius), and Gambel oak (Quercus gambelii). The elevation at the well pad is about 6,500 feet. There are no wetlands or perennial streams within the survey area. A list of common plant species found in the project area is included in Table 1. Table 1. Common plant species observed in the KP 24-8 project area. Common Name Scientific Name Native bluegrass Poa spp. Bottlebrush Squirreltail Elvmus elvmoides Brome grass (smooth) Bromus inermis Claret cup cactus Echinocereus triilochidiatus Clover Trifolium gymnocarpum Crested wheatgrass Agopyron cristatum Cushion phlox Phlox hoodii Galletagrass Hilaria jamesii Gambel oak Quercus gambelii Globemallow Sphaeralcea parvifolia Indian ricegrass Oryzopsis hymenoides Junegrass Koeleria macrantha Mountain mahogany Cercocarpus montanus Muttongrass Poa fendleriana Needle -and -thread Hesperostipa comata Osterhout's beardtongue Penstemon osterhoutii Pinon pine Pinus edulis Prickly -pear cactus Opuntia spp. Rabbitbrush Chrysothamnus nauseosus Scarlet gilia Ipomopsis aggregata Serviceberry Amelanchier utahensis Shadscale Atriplex confertifolia Slender Wheatgrass Agropyron pauciflorum Snakeweed Gutierrezia sarothrae Sweet clover Melilotus officinale Tansy aster Machaeranthera spp. Utah juniper Sabina utahensis Winterfat Krascheninnikovia lanata Wyoming sagebrush Artemisia tridentata wyomingensis BIOLOGICAL SURVEY METHODS, RESULTS AND RECOMMENDATIONS SPECIAL STATUS PLANT SPECIES (TESS) AND NOXIOUS WEEDS SURVEY METHODS Surveys for sensitive plant species were conducted out to a distance of 660 feet from the existing well pad (Figure 1). There are no known occurrences of any sensitive plant species in the area of Jolly Mesa (CNHP 2008). However, surveys were conducted for Harrington's beardtongue (Penstemon harringtonii) based on known occurrence of this species south of the Colorado River WestWater Engineering Page 2 of 12 July 2011 in the Rifle area. Surveys were conducted in conjunction with raptor and noxious weed inventories. Weeds were recorded as detected during the biological survey. TESS PLANTS OBSERVATIONS No sensitive plants species were observed during the survey. NOXIOUS WEEDS OBSERVATIONS Noxious weeds observed during the survey are found in Table 2. The area of disturbance surrounding the existing well pad had a dense infestation of downy brome (Bromus tectorum), white sweetclover (Melilotus alba), and yellow sweetclover (Melilotus officinalis). The planted grasslands surrounding the well pad are generally not infested with downy brome. Table 2. Colorado State listed noxious weeds observed during the KP 24-8 biological survey, July 2011. Common Name Scientific Name Abundance Status* Downy brome (cheatgrass) Bromus tectorum Common, dense infestation in the disturbed areas surrounding the existing well pad. C * Status: A = state "A" list; B = state "B" list; C = state "C" list; G = Garfield county list Other problematic weeds (not listed by the State or Garfield County) encountered during the survey around the existing well pads included Russian thistle (Salsola iberica), tumble mustard (Sisymbrium altissimum), and kochia (Kochia scoparia). RECOMMENDATIONS Soil disturbance associated with the construction in the project area may promote conditions for the spread of invasive noxious weeds. The application of Williams' weed management plan for this project site is recommended to: 1) prevent the invasion and expanded range of noxious weeds and 2) ensure the establishment of desirable plant life upon rehabilitation of the proposed well pad (State of Colorado 2005). The BLM has developed a seed mix (Table 3) of species well-suited for reclamation in the surveyed area (BLM 2007a). Table 3. Pinyon -Juniper Woodland and/or Mountain/Wyoming Big Sagebrush Shrubland. Common Name Scientific Names Variety Season Form PLS lbs/acre* Plant Both of the Following (15% Each, 30% Total) Bottlebrush Squirreltail Elymus elymoides, Sitanion hystrix VNS Cool Bunch 2.0 WestWater Engineering Page 3 of 12 July 2011 Table 3. Pinyon -Juniper Woodland and/or Mountain/Wyoming Big Sagebrush Shrubland. Common Name Scientific Names Variety Season Form PLS lbs/acre* Bluebunch Wheatgrass Pseudoroegneria spicata, Agropyron spicatum Secar, P 7, Anatone, Goldar Cool Bunch 2.8 and Two of the Following (20% Each, 40% Total) Thickspike Wheatgrass Elymus lanceolatus ssp. lanceolatus, Agropyron dasystachyum Critana, Bannock, Schwendimar Cool Sod- forming 3.4 Slender Wheatgrass Elymus trachycaulus, Agropyron trachycaulum Revenue, Pryor Cool Bunch 3.3 Western Wheatgrass Pascopyrum [Agropyron] smithii Rosana, Arriba Cool Sod- forming 4.8 and Two of the Following (15% Each, 30% Total) Indian Ricegrass Achnatherum [Oryzopsis] hymenoides Paloma, Rimrock Cool Bunch 2.8 Galleta Pleuraphis [Hilaria] jamesii Viva florets Warm Bunch/Sod- forming 2 5 Muttongrass Poa fendleriana VNS Cool Bunch 0.4 Sandberg Bluegrass Poa sandbergii, Poa secunda VNS Cool Bunch 0.4 RAPTORS, BIRDS OF CONSERVATION CONCERN (BCC), BLM SENSITIVE WILDLIFE SPECIES, CORPS OF ENGINEERS POTENTIAL JURISDICTIONAL CROSSINGS, AND BIG GAME SPECIES SURVEY METHODS Data locations were recorded using a handheld Global Positioning System (GPS) receiver (Datum: Zone 13, NAD83) and photographs were taken of the habitat, terrain, and biological features found during the survey. The survey was conducted on July 8, 2011. Aerial photographs were consulted to determine survey areas, routes, and likely sensitive areas. The raptor survey was designed to locate raptor nest sites within the 0.25 -mile survey boundary of the existing well pad. Raptor survey techniques followed BLM CRVFO raptor survey protocols (BLM 2007b). Pedestrian ground searches for raptor surveys were performed with the aid of binoculars. Raptor surveys were conducted in suitable raptor nesting habitat in the project area as identified by aerial photos and modified when necessary to conditions 011 the ground to ensure coverage of all suitable habitat. Since the survey was conducted in July, recorded call - playback techniques were used as an aid for detection of raptor nests throughout the project area. Systematic pedestrian survey transect routes were established in woodlands habitat spaced in a manner dictated by the habitat. In dense piton juniper woodlands, transects were spaced no more than 50m from each other. During surveys, WWE biologists deviated from straight transect lines WestWater Engineering Page 4 of 12 July 2011 (when necessary) to ensure adequate coverage of all suitable potential raptor nest trees, which are typically large mature pinon and junipers. For this survey, transect lines generally followed topographic contour lines and were surveyed with the aid of a handheld GPS receiver to help maintain proper transect alignment and to determine the survey buffer boundary, which ended each transect. Other BLM sensitive wildlife species surveys were conducted throughout the survey area with an emphasis on areas that appeared to be suitable habitat. RAPTORS Ten species of raptors may potentially occur in the project area (Table 4). However, common species typically known to occur in habitats like those found in the project area include Red- tailed Hawk, Cooper's Hawk, Long-eared Owl, and Great Horned Owl. Two of the raptors that may potentially occur are also on the Birds of Conservation Concern (BCC) list (FWS 2008). Table 4. Raptor species that may be present in the Spruce to Beaver Creek project area. Common Name Scientific Name BCC American Kestrel _ Falco sparverius No Cooper's Hawk Accipiter cooperii No Flammulated Owl Otus flammeolus Yes Great Horned Owl Bubo virginianus No Long-eared Owl Asio otus No Northern Goshawk Accipiter gentiles No Northern Harrier Circus cyaneus Yes Northern Saw -whet Owl Aegolius acadicus No Red-tailed Hawk Buteo jamaicensis No Sharp -shinned Hawk Accipiter striatus No OBSERVATIONS During the survey, an adult Red-tailed Hawk was observed flying over the pinon juniper woodlands west and south of the existing well pad (Table 5 and Figure 1). No nest was located and the bird appeared to be hunting for prey. No young fledglings were observed at any time during the survey. Forty-eight acres of potential raptor habitat was identified within the 0.25 - mile buffer (Figure 1). No unoccupied raptor nests were found in the woodland habitat. RECOMMENDATIONS Generally, the habitat within 0.25 miles of the well pad is marginal for nesting raptors. The southern exposure and dry conditions are not typical of woodlands that are suitable for nesting raptors in this area. The largest trees and potentially suitable raptor nesting habitat is located southeast of the well pad (Figure 1). The grasslands on Jolly Mesa would not be suitable habitat for any raptor species. WestWater Engineering Page 5 of 12 July 2011 Table 5. Observations of raptors within the KP 24-8 project area -July 8, 2011 (Zone 13). Figure 1 Nest Label UTM Easting (mE) UTM Northing (mN) Field Observations Distance from well pad (miles) Red -Tailed Hawk observation 277828 4379321 Adult Red-tailed Hawk observed soaring west and south of the well pad. No nest observed. Bird was likely hunting prey. Approximately 0.3 mile west of KP 24-8 In areas where disturbance may affect nesting raptors, WWE biologists recommend temporal and spatial guidelines for disturbance activities near active nests based on Colorado Division of Wildlife (CDOW) recommendations (Craig 2002, CDOW 2008) and literature review of nesting season timing for raptors in the Roan Plateau region (Andrews and Righter 1992, Kingery 1998, Poole 2005). These recommendations are summarized in Table 6. Table 6. Timing limitations and spatial recommendations for active raptor nests. Species Buffer Zone Seasonal Restriction American Kestrel * * Cooper's Hawk 0.25 mile 1 April - 15 August Flammulated Owl 0.25 mile 15 March — 15 July Great Horned Owl * * Long-eared Owl 0.25 mile 1 March - 15 July Northern Goshawk 0.25 mile 1 March — 15 September Northern Harrier 0.25 mile 15 March — 15 August Northern Saw -whet Owl 0.25 mile 15 March -15 July Red-tailed Hawk 0.33 mile February 15 - 15 July Sharp -shinned Hawk 0.25 mile 1 April - 15 August * Great Horned Owls and Kestrels are relatively tolerant of human activity. Keep activity to a minimum during breeding season. BIRDS OF CONSERVATION CONCERN (BCC), OTHER MIGRATORY BIRDS, AND BLM SENSTIVE WILDLIFE SPECIES In addition to raptors presented above, WWE biologists conducted literature reviews and surveyed the project area for the presence of sensitive wildlife that could potentially occur to help evaluate the potential effects of this project (Table 7). Survey observations, BCC habitat (FWS 2008) and nesting records as described in the Colorado Breeding Bird Atlas (Kingery 1998, and references therein) and Colorado Birds (Andrews and Righter 1992), references in Mammals of Colorado (Fitzgerald et al. 1994), and references in Amphibians and Reptiles in Colorado (Hammerson 1999) in the project area are summarized in Table 7. OBSERVATIONS Birds: Pinyon Jays and Juniper Titmouse are likely nesters in the mature juniper woodlands south of the existing well pad; however, these species were not observed during the survey. WestWater Engineering Page 6 of 12 July 2011 Brewer's Sparrow was observed on two occasions during the survey; one observation, about 150 feet southeast of KP 24-8, included a brood of recently fledged young birds indicating nesting was occurring in the area (Figure 1). It is unlikely that Cassin's Finch would nest in the project area. Table 7. Status of BLM sensitive species and BCC species that may occur within project area. Species Common Name Species Scientific Name Status Habitat Description Habitat or Species Potentially Occurring Within Project Area BIRDS Cassin's Finch Carpodacus cassinii BCC Nests in ponderosa pine, Douglas -firs, and conifer forests. May occur in pifon/juniper forests. Habitat -Yes Species- Not observed in the juniper woodlands of the project area. Brewer's Sparrow Spizella breweri BCC Inhabits sagebrush dominated shrublands and typically are found in habitat that supports sage sparrows. Habitat - Yes Species — observed at two locations. Brood observed at one site indicating nesting in the vicinity. Pinyon Jay Gymnorhinus cyanocephalus BCC Nests communally, in mature pinon juniper woodlands. Nest early, young usually fledge by June 1. Habitat - Yes Species — nesting is likely in woodlands south of the well pad. Juniper Titmouse Baeolophus griseus BCC Inhabits pifion/juniper woodlands. Habitat- Yes Species nesting likely in piiion- juniper woodlands south of the well pad. REPTILES Midget gesnaked Crotalusviridisdis BLMS Piiion juniper woodlands sagebrush steppe, rocky canyons and outcrops Habitat — Yes t oSbserved diecies — ning survey. Reptiles: The midget faded rattlesnake is listed by the BLM CRVFO as a sensitive species, and is known to occur in northwestern Colorado in a variety of habitats, including pifon/juniper woodlands and shrublands (Hammerson 1999). It is a subspecies of the prairie (western) rattlesnake (C. viridis), and Hammerson (1999) states that intergradation occurs between the subspecies concolor and the subspecies viridis. RECOMMENDATIONS Birds: Areas around the existing well pad that may be affected by pad enlargement are mostly composed of pasture grasslands. These grasslands are not good nesting habitat for Brewer's WestWater Engineering Page 7 of 12 July 2011 Sparrows, which prefer to nest in sagebrush shrublands. The proposed project does not affect large areas of undisturbed shrubland or woodland vegetation and is unlikely to affect nesting passerine species. The best method to reduce potential impacts to nesting birds is to clear vegetation outside of the nesting season. Nesting season is generally considered to occur between May 1 and July 31 in this area. May 15 to July 15 is the peak period when most incubation and brood rearing takes place. If additional site clearing occurs prior to May 1, potentially affected birds will relocate to alternate nesting sites. After mid-to-late July, most fledging has occurred and site clearing impacts would be minimized. Reptiles: Sensitive reptile species are very uncommon in the vicinity of KP 28-4 well pad likely would not be affected by project development. Amphibians and Fish: Due to the lack of water in and around the project area, no amphibian or fish would be affected by the project. CORPS OF ENGINEERS (COE) WATERS WWE biologists surveyed the area for aquatic resources, wetlands, and COE crossings in conjunction with other surveys that were conducted for this report. OBSERVATIONS No wetlands or COE crossings will be affected. GAME SPECIES Mule Deer and Elk The project area is within winter ranges of mule deer and American elk. It is within a mule deer winter concentration area and severe winter range (Figure 2). For elk, the well pad is within a winter concentration area and severe winter range (Figure 3). Deer and elk populations increase during the winter months when animals migrate into the project area. OBSERVATIONS The project area lies within Game Management Unit (GMU) 42. No deer or elk were observed during the survey. The project area is adjacent (west) to the Colorado Division of Parks and Wildlife, Garfield Creek State Wildlife Area. During typical winters the state wildlife area supports large numbers of mule deer and elk. These animals often utilize the Jolly Mesa area as part of their winter range. The grasslands pastures on Jolly Mesa provide good forage for mule deer and elk. RECOMMENDATIONS The project area is situated at an elevation where the annual rain and snow fall is high enough for good reclamation to occur. There is a high probability that reclamation with the proper seed mix can result in rapid post -construction recovery of planted species in disturbed areas. Implementation of a noxious weed management plan would benefit the availability of forage for WestWater Engineering Page 8 of 12 July 2011 big game wildlife species. Weed species observed in the project area have the potential to significantly impact regrowth of planted species. REFERENCES Andrews, R., and R. Righter. 1992. Colorado Birds: A Reference to Their Distribution and Habitat. Denver Museum of Natural History, Colorado. CNHP. 2008. Colorado Natural Heritage Program. Statewide sensitive plant species database. Colorado State University, Ft. Collins, CO. BLM. 2007a. Noxious and invasive weed management plan for oil and gas operators. U.S. Bureau of Land Management, Glenwood Springs Energy Office, Colorado. BLM. 2007b. BLM Colorado River Valley Field Office, raptor survey and report protocols (May 2007). U.S. Bureau of Land Management, Colorado River Valley Field Office, Silt, CO. Craig, G. R. 2002. Colorado Division of Wildlife. Unpublished Report. CDOW. 2008. "Recommended Buffer Zones and Seasonal Restrictions for Colorado Raptors." Colorado Division of Wildlife, Unpublished Report. Fitzgerald, J.P., C.A. Meaney and D.M. Armstrong. Mammals of Colorado, Denver Museum of Natural History and University Press, Denver, CO. FWS. 2008. Birds of Conservation Concern 2008. U.S. Fish and Wildlife Service, Division of Migratory Bird Management, U.S. Fish and Wildlife Service, Arlington, Virginia. Hammerson, Geoffrey A. 1999. Amphibians and Reptiles in Colorado. University Press of Colorado and Colorado Division of Wildlife. University Press of Colorado, Niwot, CO. Kingery, H. E. (editor). 1998. Colorado Breeding Bird Atlas. Colorado Bird Atlas Partnership and Colorado Division of Wildlife, Denver. Poole, A. (editor). 2005. The Birds of North America Online: http://bna.birds.cornell.edu/BNA/. Cornell Laboratory of Ornithology, Ithaca, New York. State of Colorado. 2005. Rules pertaining to the administration and enforcement of the Colorado Noxious Weed Act, 35-5-1-119, C.R.S. 2003. Department of Agriculture, Plant Industry Division, Denver, 78 pp. WestWater Engineering Page 9 of 12 July 2011 • Legend Red-tailed Hawk Observation Brewer's Sparrow Observation Sensitive Plant Survey Area Raptor Survey Area Raptor Suitable Habitat BLM Figure 1 Williams Production RMT KP 24-8 Raptor and Sensitive Plant Survey Location and Raptors n1NestWater Engineering Consulting Engineers & Scientists 0 0.1 02 Miles July 2011 Map Source: Z:lWIIiams Phil -Walley Projects RMT\KP 24-SLGIS1Figure 1.mxd July 201 rbb Legend Sensitive Plant Survey Area Raptor Survey Area Mule Deer Winter Range (Entire Area) Mule Deer Severe Winter Range Mule Deer Winter Concentration Area BLM 0 Figure 2 Williams Production RMT KP 24-8 Mule Deer "WestWater Engineering Consulting Engineers & Scientists 0.4 0.8 Miles July 2011 Map Source: Z:1WiIliams RMi1Valley Projects RM71KP 24-81GISSFigure 2.rnxd July 2011 rbb Legend Sensitive Plant Survey Area Raptor Survey Area Elk Winter Range (Entire Area', Elk Severe Winter Range Elk Winter Concentration Area BLM Figure 3 Williams Production RMT KP 24-8 Elk \NestWater Engineering Consulting Engineers & Scientists 0.4 00 Miles July 2011 Map Source: Z'ArNlloams RMTValley Projects RMTIKP 24-SLGIS1Figure 3.mxd July 2011 rbb DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company U.S. Department of the Interior Bureau of Land Management Colorado River Valley Field Office 2300 River Frontage Road Silt, Colorado 81652 Section 390 Categorical Exclusion for Oil and Gas Development NUMBER: DOI-BLM-CO-N040-2011-0105-CX (390) CASEFILE/PROJECT NUMBER: C0051146 (Oil and Gas Leases) PROJECT NAME: Proposal to Drill 16 wells on Existing KP 24-8 Well Pad on Jolley Mesa, Silt, Garfield County, Colorado. LEGAL DESCRIPTION: Township 6 South (T6S), Range 91 West (R91W), Section 8, Sixth Principal Meridian. APPLICANT: Williams Production RMT Company DESCRIPTION OF PROPOSED ACTION: Williams Production RMT ("Williams") proposes to directionally drill 16 Federal and 4 private or "Fee" oil and gas wells from the existing KP 24-8 pad located on private land on Jolley Mesa. The proposed project would occur approximately 3 miles southeast of Silt, Colorado (Figure 1). The pad presently supports four producing Fee oil and gas wells and is in an acceptable state of interim reclamation. The existing Fee wells on this pad were drilled in 2008, and the drilling of 10 of the Federal wells was specifically analyzed in EA#CO-N040-2008-0016. The KP 24-8 pad would be reconstructed for the 20 additional wells. The existing pad is approximately 7.8 acres, and would not be expanded beyond existing limits of disturbance (Figure 2). The existing access road would be rerouted slightly toward the southeast corner of the pad to accommodate the incoming production equipment. This road would be located in existing disturbance. The existing gas and water pipelines would continue to serve the planned wells for the KP 24-8 in their present condition. Resource surveys including cultural and federally listed, proposed, or candidate plant species were completed relative to the 2008 Kokopelli MDP. A new raptor survey was completed in July 2011, with no nests found in the project vicinity. An onsite for the project was conducted on June 28, 2011. Federal lease C0051146 is not directly applicable to the proposed action on the pad since the pad lies on private surface with underlying Fee minerals. PLAN CONFORMANCE REVIEW: The Proposed Action is subject to and has been reviewed for conformance with (43 CFR 1610.5, BLM 1617.3) the following plan: 1 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company Name of Plan: The current land use plan is the Glenwood Springs Resource Management Plan (RMP), approved in 1984 and revised in 1988 (BLM 1984). Relevant amendments include the Oil and Gas Plan Amendment to the Glenwood Springs Resource Management Plan (BLM 1991) and the Oil &Gas Leasing & Development Record of Decision and Resource Management Plan Amendment (BLM 1999). Date Approved: Oil and Gas Plan Amendment to the Glenwood Springs Resource Management Plan (BLM 1991) — approved 11/27/91 and Oil & Gas Leasing & Development Record of Decision and Resource Management Plan Amendment (BLM 1999) — approved March 24, 1999. Decision Number/Page: BLM 1991, page 3; BLM1999, page 15 Decision Language: The 1991 Oil and Gas Plan Amendment (BLM 1991) included the following at page 3: "697,720 acres of BLM-administered mineral estate within the Glenwood Springs Resource Area are open to oil and gas leasing and development, subject to lease terms and (as applicable) lease stipulations" (BLM 1991, page 3). This decision was carried forward unchanged in the 1999 ROD and RMP amendment at page 15 (BLM 1999): "In areas being actively developed, the operator must submit a Geographic Area Proposal (GAP) [currently referred to as a Master Development Plan, MDP] that describes a minimum of 2 to 3 years of activity for operator controlled leases within a reasonable geographic area." Furthermore, Appendices A and B (BLM 1999) list Lease Stipulations (Appendix A) and Management of Lease Development (Appendix B) features which further support the initial decision language from 1991 Resource Management Plan Amendment. REVIEW OF EXISTING NEPA DOCUMENTS: The KP 24-8 pad was identified as an existing well pad with expected future well drilling to occur in the Kokopelli MDP (EA #CO -N040-2008-0016), approved on July 22, 2009. That EA satisfies the criteria of being an activity -level or project -level EIS or EA that is applicable to the Proposed Action. CATEGORICAL EXCLUSION REVIEW: The proposed action is categorically excluded from further documentation in accordance with statutory NEPA categorical exclusions (390 CXs) for oil and gas exploration and development, as granted in Section 390 of the Energy Policy Act of 2005. The proposed action qualifies as a categorical exclusion under Section 390, based on qualifying criterion Number 2 (Table 1). 2 Table 1. Qualifying Criteria Yes No 2. Individual surface disturbances of less than 5 acres, so long as the total surface disturbance on the lease is not greater than 150 acres and site-specific analysis in a document prepared pursuant to NEPA has been previously completed. X a. Will disturb less than 5 acres; if more than one action is proposed for a lease, each activity is counted separately, and each may disturb up to 5 acres. X b. The current unreclaimed surface disturbance readily visible on the entire leasehold is not greater than 150 acres, including the proposed action X c. This categorical exclusion includes the requirement of a site-specific NEPA document. A site specific NEPA analysis may be an EA/EIS for exploration and/or development, for a specific MDP, for a multi -well or a single well permit approval X 2 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company Additionally, none of the extraordinary circumstances in the following table, taken from 516 DM 2, Appendix 2, applies to this project (Table 2). Table 2. Extraordinary Circumstances YES NO 1. Have significant adverse effects on public health and safety. X 2. Have significant impacts on such natural resources and unique geographic characteristics as historic or cultural resources; park, recreation or refuge lands; wilderness areas; wild or scenic rivers; national natural landmarks; sole or principal drinking water aquifers; prime farmlands; wetlands (Executive Order 11990); floodplains (Executive Order 11988); national monuments; migratory birds; and other ecologically significant or critical areas. X 3. Have highly controversial environmental effects or involve unresolved conflicts concerning alternative uses of available resources [NEPA Section 102(2)(E)]. X 4. Have highly uncertain and potentially significant environmental effects or involve unique or unknown environmental risks. X 5. Establish a precedent for future action or represent a decision in principle about future actions with potentially significant environmental effects. X 6. Have a direct relationship to other actions with individually insignificant but cumulatively significant environmental effects. X 7. Have significant impacts on properties listed, or eligible for listing, on the National Register of Historic Places as determined by either the bureau or office. X 8. Have significant impacts on species listed, or proposed to be listed, on the List of Endangered or Threatened Species, or have significant impacts on designated Critical Habitat for these species. X 9. Violate a Federal law, or a State, local, or tribal law or requirement imposed for the protection of the environment. X 10. Have the potential for a disproportionately high and adverse effect on low income or minority populations (Executive Order 12898). X 11. Limit access to and ceremonial use of Indian sacred sites on Federal lands by Indian religious practitioners or significantly adversely affect the physical integrity of such sacred sites (Executive Order 13007). X 12. Contribute to the introduction, continued existence, or spread of noxious weeds or non- native invasive species known to occur in the area or actions that may promote the introduction, growth, or expansion of the range of such species (Federal Noxious Weed Control Act and Executive Order 13112). X INTERDISCIPLINARY REVIEW: The proposed action was presented to, and reviewed by the Colorado River Valley Field Office interdisciplinary team on August 10, 2011. A list of resource specialists who participated in this review is available upon request from the Colorado River Valley Field Office. NAME OF PREPARER: Vanessa Bull, Natural Resource Specialist NAME OF ENVIRONMENTAL COORDINATOR: Allen B. Crockett, Ph.D., J.D. DECISION AND RATIONALE: I have reviewed this CX and have decided to approve the proposed action. This action is listed in the Instruction Memorandum Number 2005-247 and Instruction Memorandum Number 2010-118 as an action that may be categorically excluded under Section 390 of the Energy Policy Act of 2005. I have evaluated the action relative to the five qualifying criteria listed above and have determined that, 3 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company as it does not represent an exception, it is therefore categorically excluded from further environmental analysis. SIGNATURE OF AUTHORIZED OFFICIAL: ri'eec' o4c4 (Aa*sec DATE SIGNED: g! 3 1 / 1( t Administrative Review or Appeal Opportunities This decision is effective upon the date the decision or approval by the authorized officer. Under regulations addressed in 43 CFR Subpart 3165, any party adversely affected has the right to appeal this decision. An informal review of the technical or procedural aspects of the decision may be requested of this office before initiating a formal review request. You have the right to request a State Director review of this decision. You must request a State Director review prior to filing an appeal to the Interior Board of Land Appeals (IBLA) (43CFR 3165.4). If you elect to request a State Director Review, the request must be received by the BLM Colorado State Office, 2850 Youngfield Street, Lakewood, Colorado 80215, no later than 20 business days after the date the decision was received or considered to have been received. The request must include all supporting documentation unless a request is made for an extension of the filing of supporting documentation. For good cause, such extensions may be granted. You also have the right to appeal the decision issued by the State Director to the IBLA. For additional information concerning this decision, contact Rebecca Rutan, Natural Resource Specialist, Colorado River Valley Field Office, 2300 River Frontage Road, Silt, Colorado 81652, Phone 970-876-9059. 4 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company Ir _ e � G12OPHI : SCUUE IN FEET Figure 1. Location Map for KP 24-8 Pad 5 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company arcrron ra T 6S. R9; if' -- NF Pre fix - - I loo 1'ti�J i rpl jI i1 I' �rl r. V\ r IIr i ' r /1. 11, LI •I 14 Edge of Exrsf+ng Fad 0 too 0554 P 114 4 "I I Irl I' teb 0 Riuuauw a s •l� Ili 1 y6(35 CSCT- e�Weaetll6'111T I 1', 11 • . Fmiawd Farittryniod K19 1�17 -11 3^1 rr u % .111..7 T1 I I 477 �.11.1.1s..111..111.17 91111177C 171' 1? 5 1' rope's . rn]1-13 J4 Az 476.•6'7' FFAUd f75 Extsl and Proposed Pad P.= 155260 1xe ✓Exl$1. 45Yrrrt 1 ofDisturtlance j/ J 8 NWY#1 FD.17' CO.d' Cul}ings Marregraere ----- Area • Frp1:P141G SCALE IN FEE 11e 1.•ra 11*] 6 1 rw G 1 \. Ertel T5A'@ Trecr Trail '� i to be rnalalerrsed) + :':L.,- I 1 I ,mist. J• raft of Di> ierrbance .qtr #4` F,•.00' 1'c w N \I Proposed Awe3rs Ili e4 1 \ I Preserve Exist Twci•Tracii Air down 0 I 1 REMISED. 6/24/ 11 (MATED EARTHWORK QUANTITIES (cy) iM CUT FILL 'TOPSOIL EXCESS il] 0 0 • T 4711 ealoakmoM /74/434.11 Merl en 77711 ,rl I T!' ,' .5('Pl +l< C,• I BB 'd,, CC 'NOTE S. 1.p No Additional Pad Expansion 4.} Iola! Disturbed Area = t7 BE ac Construction PlanPrepared for: PAS 1,I tan PATE bi 3l!} O. Williams Production, RMT ' rqr. 7 or 7 KF 24-8 - fiat 2 }'ROVECT l aal:Erns .1tiokeiggifi PFT - Gws GOivsrm. 77ONM YOU' Figure 2. KP 24-8 Pad Layout 6 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company STANDARD SURFACE USE CONDITIONS OF APPROVAL The following standard surface use COAs are in addition to all stipulations attached to the respective Federal leases and to any site-specific COAs for individual well pads. Wording and numbering of these COAs may differ from those included in the Kokopelli MDP (EA #CO -N040-2008-0016). In cases of discrepancies, the following COAs supersede earlier versions. 1. Administrative Notification. The operator shall notify the BLM representative at least 48 hours prior to initiation of construction. If requested by the BLM representative, the operator shall schedule a pre - construction meeting, including key operator and contractor personnel, to ensure that any unresolved issues are fully addressed prior to initiation of surface -disturbing activities or placement of production facilities. 2. Road Construction and Maintenance. Roads shall be crowned, ditched, surfaced, drained with culverts and/or water dips, and constructed to BLM Gold Book standards. Initial gravel application shall be a minimum of 6 inches. The operator shall provide timely year-round road maintenance and cleanup on the access roads. A regular schedule for maintenance shall include, but not be limited to, blading, ditch and culvert cleaning, road surface replacement, and dust abatement. When rutting within the traveled way becomes greater than 6 inches, blading and/or gravelling shall be conducted as approved by the BLM. 3. Dust Abatement. The operator shall implement dust abatement measures as needed to prevent fugitive dust from vehicular traffic, equipment operations, or wind events. The BLM may direct the operator to change the level and type of treatment (watering or application of various dust agents, surfactants, and road surfacing material) if dust abatement measures are observed to be insufficient to prevent fugitive dust. 4. Drainage Crossings and Culverts. Construction activities at perennial, intermittent, and ephemeral drainage crossings (e.g. burying pipelines, installing culverts) shall be timed to avoid high flow conditions. Construction that disturbs any flowing stream shall utilize either a piped stream diversion or a cofferdam and pump to divert flow around the disturbed area. Culverts at drainage crossings shall be designed and installed to pass a 25 -year or greater storm event. On perennial and intermittent streams, culverts shall be designed to allow for passage of aquatic biota. The minimum culvert diameter in any installation for a drainage crossing or road drainage shall be 24 inches. Crossings of drainages deemed to be jurisdictional waters of the U.S. pursuant to Section 404 of the Clean Water Act may require additional culvert design capacity. Due to the flashy nature of area drainages and anticipated culvert maintenance, the U.S. Army Corps of Engineers (USACE) recommends designing drainage crossings for the 100 -year event. Contact the USACE Colorado West Regulatory Branch at 970- 243-1199 ext. 17 (Travis Morse). Pipelines installed beneath stream crossings shall be buried at a minimum depth of 4 feet below the channel substrate to avoid exposure by channel scour and degradation. Following burial, the channel grade and substrate composition shall be returned to pre -construction conditions. 5. Jurisdictional Waters of the U.S. The operator shall obtain appropriate permits from the U.S. Army Corps of Engineers (USACE) prior to discharging fill material into waters of the U.S. in accordance with Section 404 of the Clean Water Act. Waters of the U.S. are defined in 33 CFR Section 328.3 and may include wetlands as well as perennial, intermittent, and ephemeral streams. Permanent impacts to waters of the U.S. may require mitigation. Contact the USACE Colorado West Regulatory Branch at 970-243- COA-1 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company 1199 ext. 17 (Travis Morse). Copies of any printed or emailed approved USACE permits or verification letters shall be forwarded to the BLM. 6. Wetlands and Riparian Zones. The operator shall restore temporarily disturbed wetlands or riparian areas. The operator shall consult with the BLM Colorado River Valley Field Office to determine appropriate mitigation, including verification of native plant species to be used in restoration. 7. Reclamation. The goals, objectives, timelines, measures, and monitoring methods for final reclamation of oil and gas disturbances are described in Appendix I (Surface Reclamation) of the 1998 Draft Supplemental EIS (DSEIS). Specific measures to follow during interim and temporary (pre -interim) reclamation are described below. a. Reclamation Plans. In areas that have low reclamation potential or are especially challenging to restore, reclamation plans will be required prior to APD approval. The plan shall contain the following components: detailed reclamation plats, which include contours and indicate irregular rather than smooth contours as appropriate for visual and ecological benefit; timeline for drilling completion, interim reclamation earthwork, and seeding; soil test results and/or a soil profile description; amendments to be used; soil treatment techniques such as roughening, pocking, and terracing; erosion control techniques such as hydromulch, blankets/matting, and wattles; and visual mitigations if in a sensitive VRM area. b. Deadline for Interim Reclamation Earthwork and Seeding. Interim reclamation to reduce a well pad to the maximum size needed for production, including earthwork and seeding of the interim reclaimed areas, shall be completed within 6 months following completion of the last well planned to be drilled on that pad as part of a continuous operation. If a period of greater than one year is expected to occur between drilling episodes, BLM may require implementation of all or part of the interim reclamation program. Reclamation, including seeding, of temporarily disturbed areas along roads and pipelines, and of topsoil piles and berms, shall be completed within 30 days following completion of construction. Any such area on which construction is completed prior to December 1 shall be seeded during the remainder of the early winter season instead of during the following spring, unless BLM approves otherwise based on weather. If road or pipeline construction occurs discontinuously (e.g., new segments installed as new pads are built) or continuously but with a total duration greater than 30 days, reclamation, including seeding, shall be phased such that no portion of the temporarily disturbed area remains in an unreclaimed condition for longer than 30 days. BLM may authorize deviation from this requirement based on the season and the amount of work remaining on the entirety of the road or pipeline when the 30 -day period has expired. If requested by the project lead NRS for a specific pad or group of pads, the operator shall contact the NRS by telephone or email approximately 72 hours before reclamation and reseeding begin. This will allow the NRS to schedule a pre -reclamation field visit if needed to ensure that all parties are in agreement and provide time for adjustments to the plan before work is initiated. The deadlines for seeding described above are subject to extension upon approval of the BLM based on season, timing limitations, or other constraints on a case-by-case basis. If the BLM approves an extension for seeding, the operator may be required to stabilize the reclaimed surfaces using hydromulch, erosion matting, or other method until seeding is implemented. COA-2 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company c. Topsoil Stripping, Storage, and Replacement. All topsoil shall be stripped following removal of vegetation during construction of well pads, pipelines, roads, or other surface facilities. In areas of thin soil, a minimum of the upper 6 inches of surficial material shall be stripped. The BLM may specify a stripping depth during the onsite visit or based on subsequent information regarding soil thickness and suitability. The stripped topsoil shall be stored separately from subsoil or other excavated material and replaced prior to final seedbed preparation. The BLM best management practice (BMP) for the Windrowing of Topsoil (COA number X) shall be implemented for well pad construction whenever topography allows. d. Seedbed Preparation. For cut -and -fill slopes, initial seedbed preparation shall consist of backfilling and recontouring to achieve the configuration specified in the reclamation plan. For compacted areas, initial seedbed preparation shall include ripping to a minimum depth of 18 inches, with a maximum furrow spacing of 2 feet. Where practicable, ripping shall be conducted in two passes at perpendicular directions. Following final contouring, the backfilled or ripped surfaces shall be covered evenly with topsoil. Final seedbed preparation shall consist of scarifying (raking or harrowing) the spread topsoil prior to seeding. If more than one season has elapsed between final seedbed preparation and seeding, and if the area is to be broadcast -seeded or hydroseeded, this step shall be repeated no more than 1 day prior to seeding to break up any crust that has formed. If directed by the BLM, the operator shall implement measures following seedbed preparation (when broadcast -seeding or hydroseeding is to be used) to create small depressions to enhance capture of moisture and establishment of seeded species. Depressions shall be no deeper than 1 to 2 inches and shall not result in piles or mounds of displaced soil. Excavated pits shall not be used. If directed by the BLM, the operator shall conduct soil testing prior to reseeding to identify if and what type of soil amendments may be required to enhance revegetation success. At a minimum, the soil tests shall include texture, pH, organic matter, sodium adsorption ratio (SAR), cation exchange capacity (CEC), alkalinity/salinity, and basic nutrients (nitrogen, phosphorus, potassium [NPK]). Depending on the outcome of the soil testing, the BLM may require the operator to submit a plan for soil amendment. Any requests to use soil amendments not directed by the BLM shall be submitted to the CRVFO for approval. Seedbed preparation is not required for topsoil storage piles or other areas of temporary seeding. e. Seed Mixes. A seed mix consistent with BLM standards in terms of species and seeding rate for the specific habitat type shall be used on all BLM lands affected by the project (see Attachments 1 and 2 of the letter provided to operators dated May 1, 2008). Note that temporary seeding no longer allows the use of sterile hybrid non-native species. For private surfaces, the menu -based seed mixes are recommended, but the surface landowner has ultimate authority over the seed mix to be used in reclamation. The seed shall contain no noxious, prohibited, or restricted weed seeds and shall contain no more than 0.5 percent by weight of other weed seeds. Seed may contain up to 2.0 percent of "other crop" seed by weight, including the seed of other agronomic crops and native plants; however, a lower percentage of other crop seed is recommended. Seed tags or other official documentation shall be submitted to BLM at least 14 days before the date of proposed seeding for acceptance. Seed that does not meet the above criteria shall not be applied to public lands. COA-3 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company f. Seeding Procedures. Seeding shall be conducted no more than 24 hours following completion of final seedbed preparation. Where practicable, seed shall be installed by drill -seeding to a depth of 0.25 to 0.5 inch. Where drill - seeding is impracticable, seed may be installed by broadcast -seeding at twice the drill -seeding rate, followed by raking or harrowing to provide 0.25 to 0.5 inch of soil cover or by hydroseeding and hydromulching. Hydroseeding and hydromulching shall be conducted in two separate applications to ensure adequate contact of seeds with the soil. If interim revegetation is unsuccessful, the operator shall implement subsequent reseedings until interim reclamation standards are met. g. Mulch. Mulch shall be applied within 24 hours following completion of seeding. Mulch may consist of either hydromulch or of certified weed -free straw or certified weed -free native grass hay crimped into the soil. NOTE: Mulch is not required in areas where erosion potential mandates use of a biodegradable erosion -control blanket (straw matting). h. Erosion Control. Cut -and -fill slopes shall be protected against erosion with the use of water bars, lateral furrows, or other measures approved by the BLM. Cut -and -fill slopes along drainages or in areas with high erosion potential shall also be protected from erosion using hydromulch designed specifically for erosion control or biodegradable blankets/matting, bales, or wattles of weed -free straw or weed -free native grass hay. A well -anchored fabric silt fence shall also be placed at the toe of cut -and -fill slopes along drainages or to protect other sensitive areas from deposition of soils eroded off the slopes. Additional BMPs shall be employed as necessary to reduce soil erosion and offsite transport of sediments. J• Site Protection. The pad shall be fenced to BLM standards to exclude livestock grazing for the first two growing seasons or until seeded species are firmly established, whichever comes later. The seeded species will be considered firmly established when at least 50 percent of the new plants are producing seed. The BLM will approve the type of fencing. Monitoring. The operator shall conduct annual monitoring surveys of all sites categorized as "operator reclamation in progress" and shall submit an annual monitoring report of these sites to the BLM by December 31 of each year. The monitoring program shall use the four Reclamation Categories defined in Appendix I of the 1998 DSEIS to assess progress toward reclamation objectives. The annual report shall document whether attainment of reclamation objectives appears likely. If one or more objectives appear unlikely to be achieved, the report shall identify appropriate corrective actions. Upon review and approval of the report by the BLM, the operator shall be responsible for implementing the corrective actions or other measures specified by the BLM. 8. Weed Control. The operator shall regularly monitor and promptly control noxious weeds or other undesirable plant species as set forth in the Glenwood Springs Field Office Noxious and Invasive Weed Management Plan for Oil and Gas Operators, dated March 2007. A Pesticide Use Proposal (PUP) must be approved by the BLM prior to the use of herbicides. Annual weed monitoring reports shall be submitted to BLM by December 1. 9. Big Game Winter Range Timing Limitation. Although Federal lease C0051146 contains a stipulation for protecting wintering wildlife, this stipulation does not apply due to the surface location being on COA-4 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company private lands underlain with private minerals that are being developed concurrently with Federal minerals. However, to the extent practicable, routine production and maintenance operations during the 5 -month period from December 1 to April 30 should be conducted between 9:00 a.m. and 3:00 p.m. to minimize disturbance to wintering wildlife. 10. Bald and Golden Eagles. It shall be the responsibility of the operator to comply with the Bald and Golden Eagle Protection Act (Eagle Act) with respect to "take" of either eagle species. Under the Eagle Act, "take" includes to pursue, shoot, shoot at, poison, wound, kill, capture, trap, collect, molest and disturb. "Disturb" means to agitate or bother a bald or golden eagle to a degree that causes, or is likely to cause, based on the best scientific information available, (1) injury to an eagle; (2) a decrease in its productivity by substantially interfering with normal breeding, feeding, or sheltering behavior; or (3) nest abandonment by substantially interfering with normal breeding, feeding, or sheltering behavior. Avoidance of eagle nest sites, particularly during the nesting season, is the primary and preferred method to avoid a take. Any oil or gas construction, drilling, or completion activities planned within 0.5 mile of a bald or golden eagle nest, or other associated activities greater than 0.5 miles from a nest that may disturb eagles, should be coordinated with the BLM project lead and BLM wildlife biologist and the USFWS representative to the BLM Field Office (970-876-9051). 11. Raptor Nesting. Raptor nest surveys conducted in 2011 within the Kokopelli MDP area did not result in location of raptor nest structures within 0.25 mile of a well pad or 0.125 mile of an access road, pipeline, or other surface facility associated with this project. . Therefore, a 60 -day raptor nesting TL is not required. However, to help ensure compliance with the Migratory Bird Treaty Act (MBTA), the operator should schedule construction or drilling activities to begin outside the raptor nesting season (February 1 to August 15) if practicable. If initiation of construction, drilling, or completion activities during these dates cannot be avoided, the operator is responsible for complying with the MBTA, which prohibits the "take" of birds or of active nests (those containing eggs or young), including nest failure caused by human activity (see COA for Migratory Birds). 12. Migratory Birds. It shall be the responsibility of the operator to comply with the Migratory Bird Treaty Act (MBTA) with respect to "take" of migratory bird species. Under the MBTA, "take" means to pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The operator shall prevent use by migratory birds of any pit containing fluids associated with oil or gas operations, including but not limited to reserve pits, produced -water pits, hydraulic fracturing flowback pits, cuttings trenches (if covered by water or other fluid), and evaporation pits. Liquids in these pits may pose a risk to migratory birds (e.g., waterfowl, shorebirds, wading birds, songbirds, and raptors) as a result of ingestion, absorption through the skin, or interference with buoyancy and temperature regulation. Regardless of the method used, it shall be in place within 24 hours following the placement of fluids into a pit. Because of high toxicity to birds, oil slicks and oil sheens should immediately be skimmed off the surface of any pit that is not netted. The most effective way to eliminate risk to migratory birds is prompt drainage, closure, and reclamation of pits, which is strongly encouraged. All mortality or injury to species protected by the MBTA shall be reported immediately to the BLM project lead and to the USFWS representative to the BLM Field Office at 970-876-9051 and visit http://www.fws.gov/mountain- prairie/contaminants/oilpits.htm. 13. Birds of Conservation Concern. Pursuant to BLM Instruction Memorandum 2008-050, all surface - disturbing activities are prohibited from May 1 to July 1 to reduce impacts to Birds of Conservation Concern (BCC). An exception to this TL will be granted if nesting surveys conducted no more than one week prior to surface -disturbing activities indicate that no BCC species are nesting within 30 meters (100 feet) of the area to be disturbed. Nesting shall be deemed to be occurring if a territorial (singing) male is COA-5 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company present within the distance specified above. Nesting surveys shall include an audial survey for diagnostic vocalizations in conjunction with a visual survey for adults and nests. Surveys shall be conducted by a qualified breeding bird surveyor between sunrise and 10:00 AM under favorable conditions for detecting and identifying a BCC species. This provision does not apply to ongoing construction, drilling, or completion activities that are initiated prior to May 1 and continue into the 60 -day period at the same location. 14. Range Management. Range improvements (fences, gates, reservoirs, pipelines, etc) shall be avoided during development of natural gas resources to the maximum extent possible. If range improvements are damaged during exploration and development, the operator will be responsible for repairing or replacing the damaged range improvements. If a new or improved access road bisects an existing livestock fence, steel frame gate(s) or a cattleguard with associated bypass gate shall be installed across the roadway to control grazing livestock. 15. Ips Beetle. To avoid mortality of pinyon pines due to infestations of the Ips beetle, any pinyon trees damaged during road, pad, or pipeline construction shall be chipped after being severed from the stump or grubbed from the ground, buried in the toe of fill slopes (if feasible), or cut and removed from the site within 24 hours to a location approved by the Colorado State Forest Service. 16. Paleontological Resources. All persons associated with operations under this authorization shall be informed that any objects or sites of paleontological or scientific value, such as vertebrate or scientifically important invertebrate fossils, shall not be damaged, destroyed, removed, moved, or disturbed. If in connection with operations under this authorization any of the above resources are encountered the operator shall immediately suspend all activities in the immediate vicinity of the discovery that might further disturb such materials and notify the BLM of the findings. The discovery must be protected until notified to proceed by the BLM. Where feasible, the operator shall suspend ground -disturbing activities at the discovery site and immediately notify the BLM of any finds. The BLM will, as soon as feasible, have a BLM-permitted paleontologist check out the find and record and collect it if warranted. If ground -disturbing activities cannot be immediately suspended, the operator shall work around or set the discovery aside in a safe place to be accessed by the BLM-permitted paleontologist. 17. Cultural Education/Discovery. All persons in the area who are associated with this project shall be informed that if anyone is found disturbing historic, archaeological, or scientific resources, including collecting artifacts, the person or persons will be subject to prosecution. Pursuant to 43 CFR 10.4(g), the BLM shall be notified by telephone, with written confirmation, immediately upon the discovery of human remains, funerary items, sacred objects, or objects of cultural patrimony. Further, pursuant to 43 CFR 10.4 (c) and (d), activities shall stop in the vicinity of the discovery, and the discovery shall be protected for 30 days or until notified by the BLM to proceed. If in connection with operations under this contract, the operator, its contractors, their subcontractors, or the employees of any of them discovers, encounters, or becomes aware of any objects or sites of cultural value or scientific interest such as historic ruins or prehistoric ruins, graves or grave markers, fossils, or artifacts, the operator shall immediately suspend all operations in the vicinity of the cultural resource and shall notify the BLM of the findings (16 USC 470h-3, 36 CFR 800.112). Operations may resume at the discovery site upon receipt of written instructions and authorization by the BLM. Approval to proceed will be based upon evaluation of the resource. Evaluation shall be by a qualified professional selected by COA-6 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company the BLM from a Federal agency insofar as practicable. When not practicable, the operator shall bear the cost of the services of a non -Federal professional. Within five working days, the BLM will inform the operator as to: • whether the materials appear eligible for the National Register of Historic Places • what mitigation measures the holder will likely have to undertake before the site can be used (assuming that in-situ preservation is not necessary) • the timeframe for the BLM to complete an expedited review under 36 CFR 800.11, or any agreements in lieu thereof, to confirm through the SHPO State Historic Preservation Officer that the findings of the BLM are correct and that mitigation is appropriate The operator may relocate activities to avoid the expense of mitigation and delays associated with this process, as long as the new area has been appropriately cleared of resources and the exposed materials are recorded and stabilized. Otherwise, the operator shall be responsible for mitigation costs. The BLM will provide technical and procedural guidelines for relocation and/or to conduct mitigation. Upon verification from the BLM that the required mitigation has been completed, the operator will be allowed to resume construction. Antiquities, historic ruins, prehistoric ruins, and other cultural or paleontological objects of scientific interest that are outside the authorization boundaries but potentially affected, either directly or indirectly, by the proposed action shall also be included in this evaluation or mitigation. Impacts that occur to such resources as a result of the authorized activities shall be mitigated at the operator's cost, including the cost of consultation with Native American groups. Any person who, without a permit, injures, destroys, excavates, appropriates or removes any historic or prehistoric ruin, artifact, object of antiquity, Native American remains, Native American cultural item, or archaeological resources on public lands is subject to arrest and penalty of law (16 USC 433, 16 USC 470, 18 USC 641, 18 USC 1170, and 18 USC 1361). 18. Visual Resources. Production facilities shall be placed to avoid or minimize visibility from travel corridors, residential areas, and other sensitive observation points—unless directed otherwise by the BLM due to other resource concerns—and shall be placed to maximize reshaping of cut -and -fill slopes and interim reclamation of the pad. To the extent practicable, existing vegetation shall be preserved when clearing and grading for pads, roads, and pipelines. The BLM may direct that cleared trees and rocks be salvaged and redistributed over reshaped cut -and -fill slopes or along linear features. Above -ground facilities shall be painted shadow gray to minimize contrast with adjacent vegetation or rock outcrops. The color shall be specified by the BLM and attached as a COA to individual APDs. 19. Windrowing of Topsoil. Topsoil shall be windrowed around the pad perimeter to create a berm that limits and redirects stormwater runoff and extends the viability of the topsoil per BLM Topsoil Best Management Practices (BLM 2009 PowerPoint presentation available upon request from Glenwood Springs Field Office). Topsoil shall also be windrowed, segregated, and stored along pipelines and roads COA-7 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company for later spreading across the disturbed corridor during final reclamation. Topsoil berms shall be promptly seeded to maintain soil microbial activity, reduce erosion, and minimize weed establishment. 20. Reserve Pit. A minimum of 2 feet of freeboard shall be maintained in the reserve pit. Freeboard is measured from the highest level of drilling fluids and cuttings in the reserve pit to the lowest surface elevation of ground at the reserve pit perimeter. 21. Soils. Cuts and fills shall be minimized when working on erosive soils and slopes in excess of 30 percent. Cut -and -fill slopes shall be stabilized through revegetation practices with an approved seed mix shortly following construction activities to minimize the potential for slope failures and excessive erosion. Fill slopes adjacent to drainages shall be protected with well -anchored silt fences, straw wattles, or other acceptable BMPs designed to minimize the potential for sediment transport. On slopes greater than 50 percent, BLM personnel may request a professional geotechnical analysis prior to construction. COA-8 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company DOWNHOLE CONDITIONS OF APPROVAL Applications for Permit to Drill Company/Operator: Williams Production RMT Co. Surface Location: SESW, Section 8, Township 6 South, Range 91 West, 6th P.M. Field Well No./Pad Bottomhole Location Lease/Unit Kokopelli KP 11-17/ KP24-8 NWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 311-17/ KP24-8 NWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 411-17/ KP24-8 NWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 21-17/ KP24-8 SWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 321-17/ KP24-8 SWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 421-17/ KP24-8 SWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 23-8/ KP24-8 SWSE, Sec 8, T6S, R91W C0051146/C0C73368 Kokopelli KP 323-8/ KP24-8 NWSE, Sec 8, T6S, R91W C0051146/C0C73368 Kokopelli KP 423-8/ KP24-8 NWSE, Sec 8, T6S, R91W C0051146/C0C73368 Kokopelli KP 523-8/ KP24-8 NWSE, Sec 8, T6S, R91W C0051146/C0C73368 Kokopelli KP 31-17/ KP24-8 SWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 331-17/ KP24-8 SWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 431-17/ KP24-8 SWSE, Sec 17, T6S, R91W C0051146/C0C73369 Kokopelli KP 333-8/ KP24-8 SWSE, Sec 8, T6S, R91W C0051146/C0C73368 Kokopelli KP 433-8/ KP24-8 SWSE, Sec 8, T6S, R91W C0051146/C0C73368 Kokopelli KP 533-8/ KP24-8 SWSE, Sec 8, T6S, R91W C0051146/C0C73368 1. Twenty-four hours prior to (a) spudding, (b) conducting BOPE tests, (c) cementing/running casing strings, and (d) within twenty-four hours after spudding, the CRVFO shall be notified. One of the following CRVFO's inspectors shall be notified by phone. The contact number for all notifications is: 970-876-9064. The BLM CRVFO inspectors are Julie King, Lead PET; David Giboo, PET; Greg Rios, PET; Alan White, PET; and Tim Barrett, PET. 2. A CRVFO petroleum engineer shall be contacted for a verbal approval prior to commencing remedial work, plugging operations on newly drilled boreholes, changes within the drilling plan, sidetracks, changes or variances to the BOPE, deviating from conditions of approval, and conducting other operations not specified within the APD. Please contact, Will Howell at 970-876-9049 (office) or 970-319-5837 (cell) for verbal approvals. 3. If a well control issue or failed test (e.g. kick, blowout, water flow, casing failure, or a bradenhead pressure increase) arises during drilling or completions operations, Will Howell 970-876-9049 (office), 970-319- 5837 (cell) shall be notified within 24 hours from the time of the event. IADC/Driller's Logs and Pason Logs (mud logs) will be forwarded to: CRVFO - Will Howell; 2300 River Frontage Rd; Silt, CO 81652 within 24 hours of a well control event. 4. The BOPE shall be tested and conform to Onshore Order No. 2 for a 3M system and recorded in the IADC/Driller's log. A casing head rated to 3,000 psi or greater shall be utilized. 5. An electrical/mechanical mud monitoring equipment shall be function tested prior to drilling out the surface casing shoe. As a minimum, this equipment shall include a trip tank, pit volume totalizer, stroke counter, and flow sensor. 6. Prior to drilling out the surface casing shoe, gas detecting equipment shall be installed in the mud return system. The mud system shall be monitored for hydrocarbon gas/pore pressure changes, rate of penetration, and fluid loss. COA-9 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company 7. A gas buster shall be functional and all flare lines effectively anchored in place prior to drilling out the surface casing shoe. Discharge of flare lines shall be a minimum of 100 feet from the well head and targeted at bends. The panic line shall be a separate line (not open inside the buffer tank) and effectively anchored. All lines shall be downwind of the prevailing wind direction and directed into a flare pit, which cannot be the reserve pit. The flare system shall use an automatic ignition. Where noncombustible gas is likely or expected to be vented, supplemental fuel shall be provided for ignition and to maintain a continuous flare. 8. After the surface/intermediate casing is cemented, a Pressure Integrity Test/Mud Equivalency Test/FIT will be performed on the first well drilled in accordance with OOGO No. 2; Sec. III, B.1. i. in order to make sure the surface/intermediate casing is set in a competent formation. This is not a Leak -off Test, but a formation competency test, insuring the formation at the shoe is tested to the highest anticipated mud weight equivalent necessary to control the formation pressure to the next casing shoe depth or TD. Submit the results from the test via email (whowell@blm.gov) on the first well drilled on the pad or any horizontal well and record results in the IADC log. Report failed test to Will Howell at CRVFO, 970-876-9049 (o) or 970-319-5837. A failed pressure integrity test is more than 10% pressure bleed off in 15 minutes. 9. As a minimum, cement shall be brought to 200 feet above the Mesaverde. After WOC for the production casing, a CBL shall be run to verify the TOC and an electronic copy in .las and .pdf format will be submitted to: CRVFO - Will Howell; 2300 River Frontage Rd; Silt, CO 81652 within 48 hours. If the TOC is lower than required or the cement sheath of poor quality, then within 48 hours from running the CBL and prior to commencing fracturing operations, a CRVFO petroleum engineer shall be notified for remedial operations. A greater volume of cement may be required to meet the 200 foot cement coverage requirement for the Williams Fork Fm./Mesaverde Group. Evaluate the top of cement on the first cement job on the pad (Temperature Log). If cement is below 200 foot cement coverage requirement, adjust cement volume to compensate for low TOC/cement coverage. 10. On the first well drilled on this pad, a triple combo open hole log shall be run from the base of the surface borehole to surface, and from TD to bottom of surface casing shoe. This log shall be in submitted within 48 hours in .las and .pdf format to: CRVFO - Will Howell/Todd Sieber; 2300 River Frontage Rd; Silt, CO 81652. Please contact Todd Sieber at 970-876-9000 or asieber@blm.gov for clarification. 11. Submit the (a) mud/drilling log (e.g. Pason disc), (b) driller's event log/operations summary report, (c) production test volumes, (d) directional survey, and (e) Pressure Integrity Test results within 30 days of completed operations (i.e. landing tubing) per 43 CRF 3160-9 (a). Please contact Steve Ficklin for clarification. 12. Prior to commencing fracturing operations, the production casing shall be tested to the maximum anticipated surface treating/fracture pressure and held for 15 minutes without a 2% leak -off. If leak -off is found, Will Howell shall be notified within 24 hours of the failed test, but prior to proceeding with fracturing operations. The test shall be charted and set to a time increment as to take up no less than a quarter of the chart per test. The chart shall be submitted with the well completion report. 13. During hydraulic frac operations, monitor the bradenhead/casing head pressures throughout the frac job. Any sharp rise in annular pressure (+/- 40 psi or greater) will terminate the frac operations in order to determine well/wellbore integrity. Notify BLM CRVFO Will Howell 970-876-9049 (office) or 970-319- 5837 (cell) immediately. 14. Submit a monthly report of operations or production per 43 CFR 3162.4-3 including any production from these wells in MCFPD, BOPD, BWPD with FTP/SITP until the completion report (Form 3160-4) is filed. 15. Per 43 CFR 3162.4-1(c), not later than the 5"' business day after any well begins production on which royalty is due anywhere on a lease site or allocated to a lease site, or resumes production in a case of a well which has been off production for more than 90 days, the operator shall notify the authorized officer by letter or sundry notice, Form 3160-5, or orally to be followed by a letter or sundry notice, of the date on which such production has begun or resumed. COA-10 DOI-BLM-CO-N040-2011-0105-CX (390) Location: Kokopelli KP 24-8 Well Pad Operator: Williams Production RMT Company COA-11 Appendix C NRCS Web Soil Survey Soil Map KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 Map Unit Description Rifle Area, Colorado, Parts of Garfield and Mesa Counties 68 Vale silt loam, 3 to 6 percent slopes Elevation: 5000 to 7200 feet Vale and similar soils: 90 percent Setting Composition Description of Vale Setting Landform: Alluvial fans, terraces, mesas Down-slope shape: Convex, linear Across -slope shape: Convex, linear Parent material: Calcareous eolian deposits Properties and Qualities Slope: 3 to 6 percent Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.60 in/hr) Frequency of flooding: None Frequency of ponding: None Calcium carbonate maximum: 15 percent Gypsum maximum: 0 percent Available water capacity: High (about 10.5 inches) Interpretive Groups Land capability classification (irrigated): 3e Land capability (non irrigated): 3e Ecological site: Deep Loam (R048AY292C0) Typical Profile 0 to 7 inches: silt loam 7 to 11 inches: silt loam 11 to 26 inches: silty clay loam 26 to 60 inches: silt loam USDA Natural Resources Conservation Service Tabular Data Version: 4 Tabular Data Version Date: 02/01/2008 Page 1 of 1 Appendix D Geology and Hazard Report KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 Fox Engineering Solutions, Inc. July 7, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 7-108 Garfield County Land Use and Development Code SW %4 Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the requirements of Article 7 — Section 108 Use of Land Subject to Natural Hazards, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013. It is FES's understanding that WPX Energy is proposing to add a booster compressor to the existing KP 24-8 well pad. The KP 24-8 location is currently, and has for several years, been a producing natural gas well pad. Existing equipment at the site includes both oil and produced water tanks, well heads, separators and dehydrators. The addition of the compressor is not anticipated to alter the use of the site. Neighboring Area The KP 24-8 facility is located on top of Jolly Mesa at an elevation of 6530 ft. MSL. The site sits on the south side of Jolly Mesa. Grasses and sage brush are the dominate vegetation species. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. No natural drainages are located within or adjacent to the facility boundary. Localized drainage is provided by ephemeral drainages located approximately 1500 ft. to the north and south of the site. The facility, topography and drainages are identified on the site maps in appendix A. The site is located in Garfield County within the Rural Zone District which is comprised of the County's rural residential areas, agricultural resource lands, agricultural production areas, and natural resource areas. The adjacent area has historically been used for cattle grazing, mining and natural gas extraction. The KP 24-8 well pad has been utilized for mineral extraction including natural gas and oil for several year. Uses immediately adjacent to the facility include cattle grazing and natural gas extraction well pads. The surrounding area is currently utilized for active oil and gas development, cattle grazing and opens rangeland. The nearest structures include oil and gas wells, associated production equipment and tanks, located at the site and approximately one half mile to the south and northeast. Residential dwellings are located one mile to the north and west. Mrs. Ashlee Fechino KP 24-8 Booster Compressor Local and Regional Geologic Structures The site sits on the south side of Jolly Mesa between Garfield Creek on the east and Divide Creek on the west. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The natural gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. Based on the "Geologic Map of Colorado" compiled by Ogden Tweto, dated 1979, the KP 24-8 is located in a geologic unit denoted as Qgo — older gravels and alluviums (Pre -Bull Lake Age) and possibly underlain by the Wasatch formation. The Qgo unit consists generally of unconsolidated surficial deposits and the Wasatch formation consists generally of claystone, mudstone and sandstone. Tweto's geologic map identifies a fault about 6.5 miles southeast of the site. Geologic Hazards Article 7 — Section 108 Use of Land Subject to Natural Hazards, of the Garfield County LUDC, requires that natural and geologic hazards be identified, and if present, be eliminated or mitigated before development can occur. This includes, but is not limited to; falling rock, landslides, snow slides, mud flows, radiation, flooding, and high water tables. The Colorado State Legislature in 1974 passed House Bill 1041 defining geologic hazards that, if present, may pose a threat to life or property. For the purposes of this report, geologic hazards, as outlined in House Bill 1041 and Section 7-108 of the Garfield County LUDC, are discussed below. 1. Radioactivity: They were no reported or observed conditions that indicate naturally occurring radioactive material or tailings on the site that would affect the design or operations of the facility. 2. Seismic Considerations: The 2000 Uniform Building Code locates the site in seismic zone 1 - low susceptibility to earthquakes. Tweto's geologic map identifies a fault about 6.5 miles southeast of the site. It does not appear that significant hazard from seismic activity exists at the site. 3. Ground Subsidence: The site was constructed entirely in cut or below natural grade. Groundwater was not encountered during construction and no embankments or fills were utilized. Ground subsidence does not appear to be a significant hazard at this site. 4. Landslides: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that landslide hazard does not exist or is low at the facility. 5. Avalanche: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that the hazard of avalanche does not exist or is low at the facility. 6. Rockfall: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that the hazard of rockfall does not exist or is low at the facility. Fox Engineering Solutions, Inc. Page 2 Mrs. Ashlee Fechino KP 24-8 Booster Compressor 7. Flood: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No natural drainages are located adjacent to the facility. The NRCS indicates the Facility's Flood Frequency Class for the facility location is "None". "None" means that flooding is not probable and the chance of flooding is nearly zero percent in any year. The site may be subject to sheet flow from precipitation events, however, storm water best management practices are in place to mitigate or prevent storm water from entering the facility. It appears that the hazard of a flood does not exist or is low at the facility. 8. Mudflow and Debris Fans: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No mudflow and debris fans are present or adjacent to the facility. It appears that the hazards of mudflow and debris fans does not exist or are low at the facility. 9. Expansive Soil and Rock: The NRCS reports the predominant soil, as classified under the Uniform Soils Classification System is CL, clay. Clays, claystone and mudstone members of the Wasatch formation typically have a high swell potential when wetted. Although the soils have swell potential, it does not appear that would affect the design or operations of the facility. 10. Slopes: The facility is located on a natural 5 - 6 % slope at an elevation of 6160 ft. MSL about 500 ft. to the west of a heavily treed slope. The slope crests approximately 400 ft. vertically above the site with an inclination of about 3 horizontal to 1 vertical or 30 degrees. Risk from moderate or severe slope appears low for the facility. 11. Water Table: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No natural drainages are located adjacent to the facility nor are there any known water table depths. The NRCS indicates the Facility's Flood Frequency Class for the facility location is "None". "None" means that flooding is not probable and the chance of flooding is nearly zero percent in any year. The site may be subject to sheet flow from precipitation events, however, storm water best management practices are in place to mitigate or prevent storm water from entering the facility. It appears that the hazard of a flood does not exist or is low at the facility. It appears that hazards associated with high water tables are not present and have a low probability of impacting the site. Based on analyzes of potential natural and geologic hazards, as outline in this report, it is FES's opinion that these hazards have a low probability of impacting this site and the booster compressor. Mitigation of theses hazards does not appear to be warranted at this time. Should conditions change or discovery of a latent hazard become apparent during the construction of the compressor, reevaluation of the hazard is reco nded. Respectfully submitted, David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox(a�bresnan.net Fox Engineering Solutions, Inc. Page 3 WPX Energy Rocky Mountain, LLC July 2014 Appendix E Groundwater and Aquifer Recharge Areas Report KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fox Engineering Solutions, Inc. July 7, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 4-203.G.5 Garfield County Land Use and Development Code SW % Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the requirements of Article 4 — Section 203.G.5 Groundwater and Aquifer Recharge Areas, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013. It is FES's understanding that WPX Energy is proposing to add a booster compressor to the existing KP 24-8 well pad. The KP 24-8 location is currently, and has for several years, been a producing natural gas well pad. Existing equipment at the site includes both oil and produced water tanks, well heads, separators and dehydrators. Article 4 — Section 203.G.5 Groundwater and Aquifer Recharge Areas, of the Garfield County LUDC, requires evaluation of the relationship of the subject parcel to floodplains, the nature of soils and sub soils and their ability to adequately support waste disposal, the slope of the land, the effect of sewage effluents, and the pollution of surface runoff, stream flow, and groundwater. The KP 24-8 facility is located on top of Jolly Mesa at an elevation of 6530 ft. MSL. The site sits on the south side of Jolly Mesa. Grasses and sage brush are the dominate vegetation species. Figure 1, attached, shows the KP 24-8 site and its location relative to waterbodies including ephemeral, intermittent and perennial drainages. The nearest ephemeral drainage is located approximately 1020 ft. to the southeast. Garfield Creek is located 7025 ft. to the east of the site and the Colorado River is located 4720 ft. to the north. The KP 24-8 is not located in a floodplain. The NRCS identifies the dominate soils type within the boundary of the KP 24-8 well pad as vale silt loam. This soil has a reported hydrologic group rating of C. Group C soils generally having a slow infiltration rate when thoroughly wet. The estimated pre -construction runoff coefficient is 0.1 with the post -construction runoff coefficient estimated at 0.3. Based on the "Geologic Map of Colorado" compiled by Ogden Tweto, dated 1979, the KP 24-8 is located in a geologic unit denoted as Qgo — older gravels and alluviums (Pre -Bull Lake Age) and possibly underlain by the Wasatch formation. The Qgo unit consists generally of unconsolidated surficial deposits and the Wasatch formation consists generally of claystone, mudstone and sandstone. These materials generally have low to moderate permeability. Waste disposal and the discharge of sewage effluent are not contemplated at the KP 24-8 under the proposed booster compressor installation. The site has been constructed on natural grades of 3 — 5% that slope gently downward to the west/southwest. Mrs. Ashlee Fechino KP 24-8 Booster Compressor There are no water wells of record located on Jolly Mesa. The Colorado Division of Water Resource's files indicate that two well permits were issued and located about a quarter of mile to the north of the KP 24-8 well pad. The well associated with Permit No. 113975 expired and appears to have not been constructed. Permit 20631 -MH was for a monitoring hole and appears to have not have been put into service. Based on the absence of wells in the vicinity and the low permeability of the Wasatch Formation, the evidence suggests that there are no shallow aquifers or alluvium present at the site. The depth to groundwater is unknown. Storm water best management practices have been implemented at the KP 24-8 to reduce or eliminate offsite transport of contaminants. As outlined in the submittal material of Section 4- 203.E — Grading and Drainage Report, the KP 24-8 well pad site is under interim reclamation under the requirements of the Storm Water Management Plan, approved by the Colorado Department of Public Health and Environment under Permit No. COR03G143. BMPs specific to the KP 24-8 are identified in Appendix C of Section 4-203.E. Respectfully submitted, David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox[a�bresnan.net Fox Engineering Solutions, Inc. Page 2 Mrs. Ashlee Fechino KP 24-8 Booster Compressor Section 8 T 6S.,R91 W Figure 1 IW! GRAPHC SCALE IN FEET 1 No�.sm reg* ACCESS DESCRIPTION: FROM THE INTERSECTION OF COLORADO INTERSTATE 70 OVERPASS (Exit 97) AND RIVER FRONTAGE ROAD SOUTH OF SILT, COLORADO, PROCEED EAST 10.4 MILES ALONG RIVER FRONTAGE ROAD TO THE INTERSECTION WITH COUNTY ROAD 311 (DIVIDE CREEK ROAD), PROCEED ALONG DIVIDE CREEK ROAD ±3.3 MILES TO THE INTERSECTION WITH A DIRT/GRAVEL ROAD (MCLin Cutoff), PROCEED LEFT IN AN EASTERLY DIRECTION ±1.0 MILES TO A FOUR-WAY INTERSECTION, PROCEED STRAIGHT IN A NORTHEASTERLY DIRECTION UP A HILL 10.8 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A NORTHERLY DIRECTION 11.0 MILES TO THE EXISTING KP 24-8 DRILL PAD LOCATION AT THE TOP OF THE MESA, AS SHOWN HEREON. 64 f. tto 8100 970, SJ r._rvn;exsm BOOKCI FF .Survey Services, Irlc. SCALE: V - 9MXP DATE: 6/3/11 PIAT. „WC 7 PROJECT.. Wrtliams Koko _11f. nips Construction Plan Prepared for: � s. Williams Production, RMT KP 24-8 - Plat 5 ACCESS ROAD MAP Fox Engineering Solutions, Inc. Page 3 WPX Energy Rocky Mountain, LLC July 2014 Appendix F Noise Analysis and Supporting Data KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPXENE ?GY ri Ms. Tamra Allen, Planning Manager Garfield County Community Development Department 108 8th Street Glenwood Springs, Colorado 81601 July 24, 2014 WPX Energy Rocky Mountain, LLC 1001 17th Street Suite 1200 1 Denver, CO 80202 Office: 303.606.4056 WPX Energy Rocky Mountain, LLC — KP 24-8 Noise Analysis County Land Use Change Permit Dear Ms. Allen, Please accept this letter as documentation the noise analysis was completed by our in-house professional air and noise specialists. Thank you for your time in reviewing our application. Please direct questions to Ashlee Fechino at 970.623.8915 or ashlee.fechino@wpxenergv.com. Respectfully, JoDell Mizoue, P.E. Environmental Supervisor Air/ Noise Permitting Compliance Department cc - File Gabe Wilkins Ryan Smith - Ashlee Fechino WPXENERG'S! Noise Analysis for proposed KP 24-8 Booster Compressor INTRODUCTION This report describes the results of the noise study done in WPX Energy's Kokopelli Field located in Garfield County, Colorado. The noise survey and evaluation was conducted consistent with the requirements included in Colorado Oil and Gas Conservation Commission (COGCC) Rule 802. A summary of the noise survey data and evaluation results are provided below. DESCRIPTION OF SITE AND PROPOSED GAS BOOSTER COMPRESSOR WPX Energy is proposing to construct the KP 24-8 booster compressor in Garfield County, Colorado. The proposed booster compressor will be placed on the existing KP 24-8 well production facility located on the south side of Interstate -70 off County Road 311. The site is on leased land owned by the Jolley family. The site diagram is included below. Construction Plan Prepared for: Weer s Y- VOX Energy Pocky Mountain, LC KP 248 Booster Compressor SITE PLAN APPLICABLE NOISE REGULATIONS COGCC Rule 802.b.(2) states "In remote locations, where there is no reasonably proximate Building Unit or Designated Outside Activity Area, the light industrial standard may be applicable." The KP 24-8 well production facility and proposed site of the booster compressor is in a remote location and is located more than a mile from the nearest Building Unit or Designated Outside Activity Area. Table 1 details COGCC's zoning designations and permissible noise levels. Table 1 Wage WPXENERGY Noise Analysis for proposed KP 24-8 Booster Compressor Zone 7:00 am to next 7:00 pm 7:00 pm to next 7:00 am Residential/Agricultural/Rural 55 dB(A) 50 dB(A) Commercial 60 dB(A) 55 dB(A) Light Industrial 70 dB(A) 65 dB(A) Industrial 80 dB(A) 75 dB(A) As the proposed booster compressor could operate 24 hours per day, the most stringent nighttime Light Industrial limit of 65 dB(A) may be applicable. SUMMARY OF RESULTS The major noise producing equipment associated with the proposed booster compressor consists of an engine/compressor package. The engine package is an ultra -lean burn, Caterpillar G3516B, with a maximum of 1380 HP at 1400 RPM. This engine is mounted on a pedestal using stainless steel Vibracon SM20SS adjustable chocks. The unit is equipped with "Critical" grade 25-30 dB(A) noise reduction elements by EMIT. The engine/compressor package will be housed in a structure that will provide further noise abatement. On June 19, 2014, WPX Energy conducted a noise survey, in accordance with COGCC Rule 802.c.(4), over a fifteen minute time span. This study was conducted to determine the background noise on the current KP 24-8 well pad location. These results are listed below in Table 2. Table 2 Maximum Minimum Average 60.7 dB(A) 32.5 dA(A) 43.1 dB(A) A noise survey was also performed during 2014 to evaluate potential noise impacts in the area around a similare engine before and after a structure was added to reduce noise levels. The KP 23-17 pad is also located on Jolley Family property and the landuse and topography are similar and near to the proposed compressor booster location. The noise study at the KP 23-17 Well Pad was conducted to determine the noise levels of the Caterpillar 3516B engine being used for gas -lift compression. The results of the study are shown below in Table 3. Table 3 KP 23-17 Noise Results Before Building (dBA) After Building (dBA) North 350' 50 35.1 1 South 350' 52.7 50.7 East 350' 61.1 52.8 West 350' 55.5 43.8 2'Page fPXENEPG Noise Analysis for proposed KP 24-8 Booster Compressor The KP 23-17 Caterpillar engine was below the for Light Industrial permissible noise levels at 350 feet without any noise abatement. WPX Energy chose to construct the building to further abate potential impacts and reduce noise levels. The survey results indicate that the addition of a building is an effective abatement method. Based on the surveys conducted, the KP 24-8 booster compressor is anticipated to be below the permissible levels of the Light Industrial standard as defined by the COGCC. The proposed structure that will house the booster compressor is also anticipated to further reduce noise levels produced by the KP 24-8 booster compressor to similar levels documented in the KP 23-17 survey. 3IPage 4-203.J Development Agreement 4-203.1 Development Agreement Per 4-202, Waiver of Submission Requirements, WPX Energy seeks a waiver for these submittal requirements. The information for a Development Agreement is not applicable to the scope of the project proposal. WPX Energy was preliminarily granted a waiver of these submission requirements by the Director of Community Development during the pre -application conference on June 9, 2014. 4-203.K Improvement Agreement 4-203.K Improvement Agreement Per 4-202, Waiver of Submission Requirements, WPX Energy seeks a waiver for these submittal requirements. The information for an Improvement Agreement is not applicable to the scope of the project proposal. WPX Energy was preliminarily granted a waiver of these submission requirements by the Director of Community Development during the pre -application conference on June 9, 2014. 4-203.L. Traffic Study Fox Engineering Solutions, Inc. September 4, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 7-107 Garfield County Land Use and Development Code SW 1/4 Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the issue of adequacy of the road access to the KP 24-8 compressor site per Garfield County's Policy 01-14, entitled Waivers for Roads and Demonstration of Compliance. It is FES's understanding that WPX Energy has been preliminarily granted a waiver of the submittal requirements for the engineered traffic study per the Director of Community Development on June 9, 2014. The basis of our discussions and information below has been obtained from WPX Energy staff, FES's knowledge of WPX Energy's operations and from a field inspection of the access road. As proposed, traffic to the proposed KP 24-8 booster compressor will come off of County Road 311 and turn east onto a privately owned and operated gravel road supporting the Jolley Mesa gas field. See Section 4-203.D Site Plan, located in WPX Energy's application submittal package, for a map of the roads associated with the project. See Exhibit B of this report for a map of the access road/route off of CR 311. Narrative for Policy 01-14 — Waivers for Roads and Demonstration of Compliance WPX Energy Rocky Mountain, LLC (WPX) is applying for a Land Use Change Permit for the addition of a gas lift booster compressor on an existing pad location located in SE1/4SW1/4 of Section 8, Township 6 South, Range 91 West, 6th P.M. Section 7-107, Access and Roadways, of the Garfield County Land Use Change and Development Code (LUDC) requires all roads to be designed to provide for "adequate and safe access" and be reviewed by the designated County Engineer. The LUDO defines "private road" as "right-of-way constructed, established, owned, and maintained by a private party for access to private property". The LUDC allows for the waiver of specific standards provided that the following criteria have been met: 1) an alternative design achieves the intent of the subject standard to the same or better degree and 2) the proposed alternative will impose no greater impacts on adjacent properties than would occur through compliance with the specific standard (Section 4-118). The road to the existing pad location that the new gas lift booster compressor will be located on is considered to be an oil and gas private road. Mrs. Ashlee Fechino KP 24-8 Booster Compressor History of Access In September of 2009, Williams Production RMT Company, now known as WPX Energy, acquired the Orion Energy assets located in the Garfield Creek and Jolley Mesa area. At that time, the existing access to the Jolley Mesa asset was located on CR 335 and was being contested by the BLM and several of the landowner's due to the large amount of oil and gas traffic on CR 335. Orion Energy had previously worked with the BLM and the landowners on a new proposed route that would move the access to Jolley Mesa from CR 335 to CR 311. WPX successfully negotiated a new right-of-way for this road with the McLin's and the BLM portion of the road was added to the Kokopelli Master Development Plan. WPX already had access on Jolley property in the Surface Use Agreement between the Jolleys and WPX. Before this new road could be built, the county requested a 4" asphalt overlay be installed from the intersection of CR 335 and CR 311 to the new road located on the McLin property. This would allow CR 311 to be considered by the county as a designated haul route. In the summer of 2010, WPX spent $292,660.10 for the 4" overlay that enabled WPX to utilize the new access on CR 311. Upon completion of the 4" overlay and the new road, all of WPX's traffic was diverted from the existing CR 335 access point to the new CR 311 access point in July of 2010. The access on CR 335 would only be used for emergency purposes. Once the 4" asphalt overlay and new access on CR 311 was built, WPX began working with Antero Resources, now Ursa Operating Company LLC (URSA), on a Road Use and Maintenance Agreement (RUMA) for the road. A RUMA was executed between WPX and URSA in 2011 that defined how the road would be maintained including the cost allocation structure (number of operators wells located off of said road). In January of 2012, the RUMA was amended to add Dejour Energy (USA) Corp. (Dejour) because Dejour wanted to utilize the new road to a new Dejour pad location located on the BLM. Statement of Adequacy Geometry of the Road - As requested in Policy 01-14, Table 1 presents a comparison of the existing access road to the County's design standards outlined in Table 7-107 of the Garfield County Land Use and Development Code. The access is considered to be a Primitive/Driveway. The existing access road meets the requirements outlined in Table 7 -107 for a Primitive/Driveway access. The location and route of the road to the KP 24-8 pad location is depicted on the attached Exhibit B. The access road is an existing oil and gas private road that serves multiple pads for multiple operators and has historically been used to transfer drilling rig components and equipment on semi -tractor trailers and low -boys. The oil and gas private road was designed to minimize visual impacts for the adjacent landowners and also to decrease tree loss once the road was built. The oil and gas private road was also designed with safety in mind in that every turn has an adequate line of sight for oncoming traffic including speed limit signage of 15 mph along the route. The minimum road width is eighteen feet (18ft.) wide except in turns and in areas where the width of the road is larger due to topography. The road is a single lane road but is designed Fox Engineering Solutions, Inc. Page 2 Mrs. Ashlee Fechino KP 24-8 Booster Compressor as such so that when two trucks meet there is adequate room for the trucks to pass each other safely. Existing access road grades are under 12%. The bar ditches, where necessary to provide drainage, are approximately 21/2 to 5 feet wide. The road appears adequate for the proposed booster compressor activities and current traffic needs relating to oil and gas operations occurring on Jolley Mesa. Table 1 Design Standard Design Capacity (ADT) Minimum ROW Width (ft) Lane Width (ft) Shoulder Width (ft) Ditch Width (ft) Cross Slope (%) Shoulder Slope (%) Design Speed (mph) Minimum Radius (ft) Maximum Grade (%) Surface WPX Energy Rocky Mountain LLC KP 24-8 Booster Compressor Application Garfield County Table 7-107 Road Standards Comparison GARCO Standard for Access Road Primitive/Driveway Field Conditions 0 - 20 15to30 Single Lane 12 ft. 0 3 2% N/A N/A 40 ft. 12% Native Material ADT Waived Adequate 18 ft. minimum N/A Varies Varies N/A N/A 40 ft. minimum 11.9%maximum Gravel, 3" minus Comments No increase in ADT after construction See Jolly SUA in WPX application Varies with most of road averaging 24 ft. Varies Deemed adequate by PE field inspection Deemed adequate by PE field inspection N/A Posted speed of 15 mph on access road. Varies. All road access radii exceed 40 ft. Varies. All road access grades under 12%. Varies by road section. Safety/Structural Issues — The road has a regulated speed limit with posted signs of 15 mph. As mentioned above, the road is wide enough to allow two trucks to pass safely and during times of heavy rig traffic, a pilot car is used on the road. Only authorized personnel are allowed to utilize this road and during the hunting season, the gate at the entrance on CR 311 is closed and locked to deter hunting trespassers. Structural road integrity has been improved over time with the addition of both gravel and rock to adequately support the transport of drilling components, equipment and supplies. As structural issues arise, they are addressed with continuous maintenance as outlined below. Maintenance — The RUMA, as mentioned above, designates WPX as the operator of the road. WPX keeps the road maintained in a safe and efficient manner. During the summer months the road has magnesium chloride applied for dust mitigation and during the winter months the road is bladed for snow removal. The actual pad location that the booster compressor is located on will not be bladed during winter months so any traffic to that location will need to chain up during Fox Engineering Solutions, Inc. Page 3 Mrs. Ashlee Fechino KP 24-8 Booster Compressor times of heavy snow. The bar ditches are checked regularly and all the culverts are cleaned out every spring before irrigation water begins to flow. During times when traffic is more active, WPX keeps the road bladed weekly in order to keep a safe operating road surface and when needed, gravel is applied. Travel Demand - Since this is a private oil and gas road, the only traffic on said road is oil and gas traffic to the existing locations that are located off of the road. Traffic volumes for the booster compressor during the construction phase will be two (2) to three (3) trucks trips per day. Upon completion of the booster compressor, there will be no traffic generated to the location as the personnel needed to service the compressor are already in the field working on other pad locations. The types of vehicles that are utilizing the road on a daily basis range from a pickup truck to a lowboy for equipment delivery. After construction, the traffic volumes for the gas lift booster compressor are not expected to increase or add to the current day to day traffic that utilizes the road. Summary and Statement of Adequacy Based upon a review of the County's road standards for Primitive/ Driveways and a comparison of those standards to the present field conditions of the existing access road, as outline in this report, it is FES's opinion that the proposed and existing access road is adequate for the proposed uses. Continued maintenance of the road is highly recommended. Respectfully submitted, David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox@bresnan.net Fox Engineering Solutions, Inc. Page 4 PETERSON BRENT SANDRA BUREAU ARJORIE CHANDLER =MT COLORADO MIDNIGHT STA'. BREEDERS LLD kP 24-8 RICHARD COMPAN JO•LLEY FAMILY, RICHARD KAUFMAN, DONALD BDIANA J DALEY, FRANK G Legal Description: T6S R92W, Section 13, SWSE, SESE, NESE T6S R91W, Section 8, SESE, SWSE, SESW Section 9, SWSW Section 18, NWSW, SWNW, SENW, SWNE, SENE Section 17, SWNW, NWSW, NESW, SESW, SWSW, SWSE Section 16, SESW, NESW, NWSW, SWNW, NWNW Section 26, NWNE, NENE, SENE, NESE Section 21, NWSW SWSW, SWNW, SENW, NENW Mrs. Ashlee Fechino KP 24-8 Booster Compressor Exhibit B ROGER WPXENERGY., A= Legend Road (from Garfield County) KP 24-B SrleAccess Read Existing Road Proposed Compressor Site Parcel Ownership (from Garfield County) KP 24-8 Booster Compressor Site Access Map September 4, 2014 s 0 1,000 2.000 4,000 Feet T1ProjectsTIMKokopelM1410623_KP 24-82oasterCompresso r_CountyPermit_ExhlhiteniteAceessM.ap.mxd AEankers 91412014 9.50:13 AM Fox Engineering Solutions, Inc. Page 5 WPX Energy Rocky Mountain, LLC July 2014 4-203.L Traffic Study WPX Energy would like to request a waiver of the engineered traffic study and has been preliminarily granted a waiver of this submittal requirement per the Director of Community Development on June 9, 2014. Traffic will come off of County Road 311 and turn east onto a privately owned and operated gravel road supporting the Jolley Mesa gas field. See 4-203.D Site Plan for a map of the roads associated with the project. See Exhibit B of this report for a map of the access road/route off of CR 311. Narrative for Policy 01-14 — Waivers for Roads and Demonstration of Compliance WPX Energy Rocky Mountain, LLC (WPX) is applying for a Land Use Change Permit for the addition of a gas lift booster compressor on an existing pad location located in SE%SW% of Section 8, Township 6 South, Range 91 West, 6th P.M. Section 7-107, Access and Roadways, of the Garfield County Land Use Change and Development Code (LUDC) requires all roads to be designed to provide for "adequate and safe access" and be reviewed by the designated County Engineer. The LUDC defines "private road" as "right-of-way constructed, established, owned, and maintained by a private party for access to private property". The LUDC allows for the waiver of specific standards provided that the following criteria have been met: 1) an alternative design achieves the intent of the subject standard to the same or better degree and 2) the proposed alternative will impose no greater impacts on adjacent properties than would occur through compliance with the specific standard (Section 4-118). The road to the existing pad location that the new gas lift booster compressor will be located on is considered to be an oil and gas private road. History of Access In September of 2009, Williams Production RMT Company, now known as WPX, acquired the Orion Energy assets located in the Garfield Creek and Jolley Mesa area. At that time, the existing access to the Jolley Mesa asset was located on CR 335 and was being contested by the BLM and several of the landowner's due to the large amount of oil and gas traffic on CR 335. Orion Energy had previously worked with the BLM and the landowners on a new proposed route that would move the access to Jolley Mesa from CR 335 to CR 311. WPX successfully negotiated a new right-of-way for this road with the McLin's and the BLM portion of the road was added to the Kokopelli Master Development Plan. WPX already had access on Jolley property in the Surface Use Agreement between the Jolleys and WPX. Attached as Exhibit A is the McLin Memorandum of Easement Agreement, the Jolley Memorandum of Surface Use Agreement and Grant of Easements. Before this new road could be built, the county requested a 4" asphalt overlay be installed from the intersection of CR 335 and CR 311 to the new road located on the McLin property. This would allow CR 311 to be considered by the county as a designated haul route. In the summer of 2010, WPX spent $292,660.10 for the 4" overlay that enabled WPX to utilize the new access on CR 311. Upon completion of the 4" overlay and the new road, all of WPX's traffic was diverted from the existing CR 335 access point to the new CR 311 access point in July of 2010. The access on CR 335 would only be used for emergency purposes. Once the 4" asphalt overlay and new KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 access on CR 311 was built, WPX began working with Antero Resources, now Ursa Operating Company LLC (URSA), on a Road Use and Maintenance Agreement (RUMA) for the road. A RUMA was executed between WPX and URSA in 2011 that defined how the road would be maintained including the cost allocation structure (number of operators wells located off of said road). In January of 2012, the RUMA was amended to add Dejour Energy (USA) Corp. (Dejour) because Dejour wanted to utilize the new road to a new Dejour pad location located on the BLM. Statement of Adequacy Geometry of the road — Per table 7-107 - Roadway Standards of the Garfield County Land Use and Development Code, the access is considered to be a Primitive/Driveway. The access meets all the requirements for a road per Table 7 -107. The location and route of the road to the KP 24-8 pad location is depicted on the attached Exhibit B. The road is an existing oil and gas private road that serves multiple pads for multiple operators. The oil and gas private road was designed to minimize visual impacts for the adjacent landowners and also to decrease tree loss once the road was built. The oil and gas private road was also designed with safety in mind in that every turn has an adequate line of sight for oncoming traffic including speed limit signage of 15 mph along the route. The road width is eighteen feet (18ft.) wide except in turns and in areas where the width of the road is larger due to topography. The road is a single lane road but is designed as such so that when two trucks meet there is adequate room for the trucks to pass each other safely. The bar ditches on both sides of the road, when needed, are approximately 2%z to 3 feet wide. Safety/Structural Issues — The road has a regulated speed limit with posted signs of 15 mph. Any structural issues that arise are quickly rectified by WPX. As mentioned above, the road is wide enough to allow two trucks to pass safely and during times of heavy rig traffic, a pilot car is used on the road. Only authorized personnel are allowed to utilize this road and during the hunting season, the gate at the entrance on CR 311 is closed and locked to deter hunting trespassers. Maintenance — The RUMA, as mentioned above, designates WPX as the operator of the road. WPX keeps the road maintained in a safe and efficient manner. During the summer months the road has magnesium chloride applied for dust mitigation and during the winter months the road is bladed for snow removal. The actual pad location that the booster compressor is located on will not be bladed during winter months so any traffic to that location will need to chain up during times of heavy snow. The bar ditches are checked regularly and all the culverts are cleaned out every spring before irrigation water begins to flow. During times when traffic is more active, WPX keeps the road bladed weekly in order to keep a safe operating road surface and when needed, gravel is applied. Travel Demand - Since this is a private oil and gas road, the only traffic on said road is oil and gas traffic to the existing locations that are located off of the road. Traffic volumes for the booster compressor during the construction phase will be two (2) to three (3) trucks trips per day. Upon completion of the booster compressor, there will be no traffic generated to the location as the personnel needed to service the compressor are already in the field working on other pad locations. The types of vehicles that are utilizing the road on a daily basis range from a pickup truck to a lowboy for equipment delivery. The KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 traffic volumes for the gas lift booster compressor are not expected to make an impact on the day to day traffic that utilizes the road. WPX respectfully requests a Waiver of Submission Requirements (4-202) regarding a Traffic Study (4- 203L) for the Land Use Change permit for the gas lift booster compressor on the existing KP 24-8 pad location located in the SE%SW% of Section 8, Township 6 South, Range 91 West, 6th P.M. Pre -construction No additional traffic is anticipated during this phase. Employees associated with the pre -construction phase are already occurring due to their support of ongoing field operations on Jolley Mesa. Construction It will take approximately 1 week (7 days) for the compressor to be installed and implemented. Equipment supporting the facility will be mobilized in 2-4 days. Installation is proposed to commence immediately upon receiving approval of this permit from Garfield County, COGCC and BLM. Approximately 10-12 personnel will be required to install the compressor. Construction traffic will include 1 in and out trip of the following and will happen in a period of 2-4 days: - 1 mobile crane, - 3 low boy trucks, and - 4-5 support pick-up trucks. No additional employees or traffic outside of the normal field operating personnel are anticipated to operate and maintenance this facility after it is installed. Post Construction No additional employees or traffic outside of the normal field operating personnel are anticipated to operate and maintenance this facility after it is installed. Summary Based upon the anticipated traffic associated with the development and operation of the compressor, traffic will have a minimum impact. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review boltdiPRICrIM i P file"°W4 E111®610R1 (Il III t2eceptdoni#: 786323 05121/2010 02:22:05 P11 Jean nlberioo 1 of 6 Reo Fee:630.00 Doo Fee:0.00 GP.RFIELD COUNTY CO MEMORANDUM OF EASEMENT AGREEMENT Exhibit "A" (page 1 of 7) Brit C. McLin, Sharon T. Mclin and Midnight Star Breeders LLC, a Colorado limited liability company, whose address is P.O. Box 957, Silt, Colorado 81652, hereinafter together called "Grantor," and Williams Production RMT Company, whose address is 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado 80202, hereinafter called "Grantee," have entered into and executed a certain Basement Agreement effective May 7, 2010 ("the Agreement"), under the terms of which Grantor has granted Grantee a non-exclusive, perpetual road easement and right-of-way to survey, construct, install, maintain and use a road for oil and gas purposes (the "Easement") on the land situated in Garfield County, Colorado (the "Property"), legally described in the attached and incorporated Exhibit A, and along the route depicted on the attached and incorporated Exhibit B. The term of the Agreement expires in accordance with the terms described therein. The purpose of this Memorandum is to provide record notice of the interest of Grantee in and under the Agreement. Any right, title or interest in and to the Property acquired by any party subsequent to the date of recordation of this Memorandum shall be subject to the terrns, provisions and conditions of the Agreement and the rights and interests of Grantee thereunder. In the event of any conflict between the terms of this Memorandum and the terrns of the Agreement, the terms of the Agreement shall control. EFFECTIVE the 7th day of May, 2010 GRANTOR: By: Brit C. McLin Midnight Star Breeders LLC B Name: Brit C. McLin Title: Managing Member GRANTEE: Williams Production RMT Company J ame: Sandra J. Hotard Title: Attorney -in -Fact By: Sharon T. McLin Midnight Star Breeders LLC By: j Mc_b+. Name: Sharon T. McLin Title: Managing Member 1_lII EMOR IMAItliNkfrigUMIANCMANN IIIIR Reception{*: 786323 05/21/2010 02:22:05 Piz Jean Alberioo 2 of 5 Reo Fen $36.00 Doo Fee:0.05 GARFIELD COUNTY CO Exhibit "A" (page 2 of 7) STATE OF COLORADO ) COUNTY OF GARFIELD ) On thept l�day of May, 2010, personally appeared Brit C. McLin and Sharon T. MeLin, before me known to be the persons described in and who executed the foregoing instrument and acknowledged that they executed same as their free and voluntary act and deed for the uses and purposes therein set forth. Witness my hand and official seal the day and year first above written. My Cornmission Expires: (SEAL) STATE OF COLORADO ) COUNTY OF GARFIELD ) otary Public BRYAN HOTARD NOTARY PUBLIC STAT1r OF COLORADO AAV CONRY0iitCV1 CNWIei 1240/2013 Before me, a Notary Public, in and for said County and State aforesaid, do hereby certify that Sandra 3. Hotard, whose name is subscribed to the foregoing instrument as Attorne. -in- Fact of Williams Production RMT Company, a corporation, appeared before me this day in person and acknowledged that she executed said instrument as her free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal thea2ay of 2010 My Commission Expires: c� (, (SEAL) After Recordation please return to. Williams Production RMT Co Attn: Land Dept PO SOX 370 Parachute, CO 81635 Exhibit "A" (page 3 of 7) Exhibit "A" Attached to and made pat of that certain Memorandum of Easement Agreement dated M 2010, By and Between Brit C. McLin. Sharon T. MeLin and Midnight Star Breeders LLC, Grantor, and Williams Production RMT Company, Grantee T6S, R91W, 6th P.M., Sections 7 and 18; T6S, R92W, 6th P.M., Sections 12 and 13 8/2 of Lot 6, all of Lots 9 and 10, and the NE/4 SW/4 of Section 7; Lots 1, 2, 3, and the NE/4 NW/4 of Section 18, all in Township 68, Range 91W; the 8/2 SE/4, the SE/4 SW/4, Lot 7, and all that part of Lot 8 lying East of a line drawn due North and South through a point 40 rods East from the West Quarter Comer, all in Section 12; the E/2 E/2 of Section 13; that part of the NE/4 of Section 13 described as beginning at the NE/C of the NW/4 NE/4 of Section 13, running thence Westerly along the North line of Section 13, 100 rods to the East bank of the Ward and Reynolds Ditch, thence Southeasterly along the Easterly bank of the ditch a distance of 141 rods to a point, thence East a distance of 35 rods to the East line of the SW/4 NE/4 of Section 13, thence Northerly along the East line of the last mentioned subdivision and along the East line of the NW/4 NE/4 of Section 13 a distance of 122 rods to the point of beginning, all in Township 68, Range 92W; EXCEPT that portion of the above described land which lies North and East and West of the following described line (which line is one of the boundaries 'of that certain tract of land conveyed to Joe Montover by deed recorded at 195/495 to wit: Beginning at a point which bears South 33° 25' West a distance of 4002.0 feet from the SW/C of Section 7 -6S -91W, thence South 34° 07' West a distance of 1763.4 feet, thence South 35° 56' West a distance of 1091.4 feet, thence South 76° 07' West a distance of 597.1 feet, thence South 77° 24' West a distance of 783.4 feet, thence North 79° 59` West a distance of 759.4 feet, thence North 81° 14' West a distance of 22.1 feet, thence North 11° 35' West a distance of 113.0 feet, thence South 83° 55' West a distance of 76.0 feet, thence North 12° 07' West a distance of 30.0 feet, thence North 22° 55' East a distance of 150.5 feet, thence North 03° 23' East a distance of 45.0 feet, thence North 38° 10' West a distance of' 72.0 feet, thence North 56° 40' West a distance of 36.0 feet, thence North 75° 30' West a distance of 34.0 feet, thence North 03° 23' West a distance of 19.0 feet, thence West a distance of 59.9 feet, thence South 01° 24' East a distance of 380.0 feet, thence North 81° 14' West a distance of 235.9 feet, thence North 62° 54' West a distance of 781.4 feet, thence North 69° 05' West a distance of 434.0 feet, thence North 83° 13' West a distance of 384.0 feet, thence North 28° 01' West a distance of 540.5 feet, thence North 38° 28' West a distance of 221.0 feet, thence North 60° 34' West a distance of 226.0 feet, thence North 67° 23' West a distance of 392.7 feet, thence South 72° 20' West a distance of 238.0 feet, thence West a distance of 13.0 feet, thence due North along the North and South centerline of Lot 8, Sectionl2- 6S-92W to the South bank of the Colorado River; EXCEPT from Lot 8 of said Section 12 that portion thereof which lies South of a line beginning at the center of the East boundary of said Lot 8 and running North 75° 58' West a distance of 680.4 feet, more or less, to a point which is 40 rods East of the West line of said Lot 8; EXCEPT from Lot 7 of said Section 12 the following described tract: Beginning at the SW/C of said Lot, thence running North along the West line of said Lot a distance of 660.0 feet, thence South 16° 03' 36" East a distance of 686.8 feet to a rock set on the South line of said Lot 7, thence West along the South line of said Lot 7 a distance of 190,0 feet to the point of beginning; 5111 VA NUM lYnfilMritf#C109 !teOttu'cif NII Receptaonti: 780323 35 of I5ZReo Fee:536.00 D000Fee 0,CD GARFIELD COUNTY CO Exhibit "A-1" Attached to and made part of that certain Memorandum of Easement Agreernent dated M 2010, By and Between Brit C. McLin_ Sharon Malin and Midnight Star Breeders LLC, Grantor, and Williams Production RMT Company, Grantee EXCEPT from the SE/4 SW/4 of said Section 12 that portion thereof which lies South and West of a line beginning at a point on the North line of said SE/4 SW/4 a distance of 1130.0 feet West of the NE/C thereof and running thence South 28° 14' 28" East a distance of 1498.36 feet, more or less, to the South line of said SE/4 SW/4 at a point thereon which is a distance of 421.0 feet West of the SE/C of said SE/4 SW/4; EXCEPT Beginning at the South Quarter Corner of Section 7, a stone in place, thence South 89° 39' 18" West along the Southerly line of Section 7 a distance of 1300.83 feet to the West Sixteenth Corner between Section 7 and 8, a rebar and cap in place, the true point of beginning, thence North 78° 37' 21" West a distance of 2592 23 feet, thence North 00° 00' 00" West a distance of 181.12 feet to a point on the Southerly right-of-way of County Road Number 335, thence South 79° 44' 03" East along said right-of-way a distance of 419.70 feet, thence continuing along said right-of-way along the arc of a curve to the left having a radius of 345.25 feet and a central angle of 22° 57' 08" a distance of 138.30 feet (chord bears North 88° 43' 23" East a distance of 137.38 feet), thence continuing along said right-of-way North 77° 14' 49" East a distance of 1141.43 feet, thence continuing along said right-of-way along the arc of a curve to the left having a radius of 382.48 feet, a central angle of 43° 05' 29" a distance of 287.66 feet (chord bears North 55° 42' 05" East a distance of 280.93 feet), thence continuing along said right-of-way North 34° 09' 20" East a distance of 338.60 feet, thence South 68° 14' 08" East a distance of 476.44 feet to a point on the Easterly line of' the SW/4 SW/4, a rebar and cap, thence South 00° 39' 13" East along said Easterly line a distance of 1135.13 feet to the true point of beginning. Exhibit "A" (page 4 of 7) 1 111liartgfiii Al114 hMelft:1491I IH LtI111 Receptiontt: 786323 4 05/21/2010RP e:536.00aDoo°Fee 0,0©1GARFIELD COUNTY CO ■111Ira I'iV( 1.li 11.1 i Iig;6lNVICHIWII 111191/1111 Reception#: 786323 05121/2010 02:22:05 PM Jean Rlberico 5 of 5 Rec Fee:$36.00 Doc Fee:0.00 GRRFIELD COUNTY CO Exhibit "B" Attached to and made part of that certain Memorandum of Easement Agreement dated May.ed 2010, By and Between Brit C. McLin, Sharon T. McLin and Midnight Star Breeders LLC, Grantor, and Williams Production RMT Company, Grantee Approximate length of proposed road on McLin surface is 4,202 feet. Exhibit "A" (page 5 of 7) Al '°7ar • •i d • f,e Legend Proposed Road Existing Road Parcel Ownership (from Garfield County) T.IPro]eds1PIMICokope111110b225 MCIInROVNEesernent.mxd dcollatt 5/19/20104:17:58 PM Williams Production RMT McLin Proposed Road Easement IIIA els tI AilatINCI4M19,1t#s: Mfm4f' M III Rece4 8/G0//2009 0312777:64 �H Jean, Alborlco 1 of 2 Rea Fee -E21.00 Doa Fee:O 00 GARFIELD COUNTY CO Memorandum of Exhibit "A" (page 6 of 7) SURFACE USE AGREEMENT AND GRANT OF EASEMENTS Effective the 28th day of November, 2007, SURFACE USE AGREEMENT AND GRANT OF EASEMENTS ("Agreement") by and between KENT S. JOLLEY, whose address is 832 Canyon Creek Drive, Glenwood Springs, Colorado 81601, BRETT L. JOLLEY, whose address is 1288 County Road 245, New Castle, Colorado 81647, RICHARD AND MARY JOLLEY FAMILY LLLP ("Owner"), and ORION ENERGY PARTNERS L.P., whose address is 1675 Broadway, Suite 2000, Denver, Colorado 80202 ("Operator") was entered into. Owner owns the surface of the real property in Garfield County, Colorado (the "Property"), legally described as: Township 6 South, Range 91 West, 6th P.M. Section 7: E/25E Section 8: E/2E/2, W/2SW, SESW, SWSE Section 9: W/2W/2 Section 16: W/2, the south 330 feet of SWSE Section 17: N/2, SE, N/2SW, SWSW Section 18: NE Section 20; E/2E2, NWNE, NENW Section 21: NWNE, NENW Operator is the owner/operator of a working interest in an Oil and Gas Lease dated January 17, 1990, recorded in Book 775 at Page 629, of the Garfield County records granted by Richard C. Jolley, Mary Louise Jolley, Brett L Jolley, Kent S. Jolley and Anne E. Jolley; and U.S.A. Oil and Gas Lease COC 51146 dated April 1, 1990, and recorded in Book 776, Page 908 of the GarSeld County records (together the "Leases"). Operator wishes to drill additional oil and gas wells on the Property and directionally to adjacent lands for the extraction of hydrocarbons. Owner previously entered into a Surface Use, Access and Right -of -Way Agreement dated September 28, 1999, and a Lotter Agreement dated May 6, 2003 and recorded at Book I531, page 424 of the Garfield Clerk and Recorder's Office ("Prior Mesa Agreements") which will be replaced in its entirety by this the November 28, 2007 Surface Use Agreement and Grant of Easements. This Memorandum of Surface Use Agreement and Grant of Easements is placed of record in Garfield County, Colorado to provide notice only of its existence. All terms and conditions contained in said Surface Use Agreement and Grant of Easements remain confidential between the Owner and Operator. r. a IIID I' SiiPaR fliitliiitiCi2M141114 X1111 Reception#: 773664 2e of 22Reo Ree:$211.0464 0MDoceFee G.0OG2RFIELn COUNTY CO OPERATOR: ORION Ei. ERGY PAR By: dd Kals Land Manager Exhibit "A" (page 7 of 7) STATE OE COLORADO ) ) .ss COUNTY OF DENVER ) The foregoing instrument was subscribed and sworn to before me on July 24, 2009, by Todd Kalstrom as Land Manager of Orion Energy Partners L.P. My commission expires: L Winless4144d '" 1 47 NOTARY. efi .-..e.rw►— • s o% PUBLIC: 31 is) Q0/Q_., PETERSON, IMO a BRENT HANNIGAN, SANDRA G • REIIPPOI SHORT BUREAU ARJORIE OHANDLER MIOHAEL MANAGEMENT OLAUDIA KP 248 ORADO DIVISI( CVNIEMI MIDNIGHT STAR BREEDERS LLC MOLIN, RI OHARD MARYg, FAMILY I.1 I -P RIGHARD OOMPANY BUREAU' LAN: MANAGEMr JOLLE. FAMILY, RICHARD MARY, YEIK, WILLIAM D REVOCABLE TRUST KAUFMAN, DONALD &:DIANA') OAREY. DENNIS DALEY, FRANK BUREAU SHEILA FRANK :G. Legal Description: T6S R92W, Section 13, SWSE, SESE, NESE T6S R91W, Section 8, SESE, SWSE, SESW Section 9, SWSW Section 18, NWSW, SWNW, SENW, SWNE, SENE Section 17, SWNW, NWSW, NESW, SESW, SWSW, SWSE Section 16, SESW, NESW, NWSW, SWNW, NWNW Section 20, NWNE, NENE, SENE, NESE Section 21, NWSW,SWSW, SWNW, SENW, NENW MANAGEMENT SWANSON, ROGER WPXENERGY. Legend Road (from Garfield County) KP 24-8 Site Access Road Existing Road Proposed Compressor Site Parcel Ownership (from Garfield County) KP 24-8 Booster Compressor Site Access Map September 4, 2014 s 0 1,000 2,000 4,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\SiteAccessMap.mxd Atankers 9/4/2014 9:58:13 AM 4-203.M. Water Supply and Distribution Plan WPX Energy Rocky Mountain, LLC July 2014 4-203. M Water Supply and Distribution Plan The proposed project does not require water for the installation, maintenance or operation of the facility. Personnel installing and operating the facility will bring their own potable water to drink to work every day, in a container of their choice, in their vehicles, as typical for oil and gas field personnel. WPX Energy will not provide water at the facility. The project is located within an existing oil and gas field and will occur on an existing oil and gas location. A water supply plan, per Section 4-203.M., outside of what has been indicated is not necessary for this project. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review 4-203.N. Wastewater Distribution Plan WPX Energy Rocky Mountain, LLC July 2014 4-203.N Wastewater Distribution Plan The proposed project does not require water for the installation, maintenance or operation of the facility. Personnel installing and operating the facility will bring their own potable water to drink to work every day, in a container of their choice, in their vehicles, as typical for oil and gas field personnel. WPX Energy will not provide water at the facility. The project is located within an existing oil and gas field and will occur on an existing oil and gas location. A Wastewater Supply Plan, per Section 4-203.N., is not necessary for this project. WPX Energy provides employees porta john facilities on the following locations within the Kokopelli operating field: KP 43-8, KP 24-17, both are less than a 5 minute drive from the KP 24-8 location. The porta johns are serviced every 2 weeks by Western Colorado Waste. Please see the attached map detailing the location of the porta johns. Please see supporting documentation of services provided by Western Colorado Waste. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Legend Existing Road Site Location (KP 24-8) Porta John Location KP 24-8 Booster Compressor Wastewater Plan Porta John Locations July 15, 2014 s 0 500 1,000 2,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\WastewaterPlan.mxd Atankers 7/15/2014 2:40:53 PM Western Colorado Waste, Inc. P. 0. Box 26, Mack, CO 81525 Phone: (970) 255-7072 Fax: (970) 255-7080 July 28, 2014 Mr. Eric DeKam WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Mr. DeKam, Please consider this letter as confirmation that Western Colorado Waste provides WPX portable restroom field services. We will continue to provide service in the Kokopelli Field, every two weeks, as applicable to the portable restrooms in the area. Sincerely, Bill Plock, Manager WCW, Inc. Trash & Portable Restroom Division (970) 216-5668 Article 7 — Standards WPX Energy Rocky Mountain, LLC July 2014 Article 7 — Standards Division 1— General Approval Standards 7-101— Zone District Use Regulations The project is located within the rural zone district and complies with the applicable zone district use restrictions and regulations. Table 3-403 in the LUDC allows the use of booster compressors in the rural zone district. 7-102 — Comprehensive Plan and Intergovernmental Agreements The proposed Land Use Change is in general conformance with the Garfield County Comprehensive Plan. Section 9 — Mineral Extraction of the Comprehensive Plan states the vision: "ResourceEextraction,EI includingaoilaandagasadevelopment,ahasabeenaencouragedatoaremainainatheacountyadueatoa theira contributionOtheyDrnakeDtoDtheIcounty'smverallElgoalNI:havingnaEdiverseElandastablelleconomy.OWhilell resourcerindustriesaireawelcomedanathelbounty,atheyahave0beena?xpectedatolfairlyamitigateanegativea impacts[khatRnighthave[ esultedbuellollheirt perations." Section 9 #4:"FacilitiesllhatIrrelltrppurtenancesColbil/CVasaievelopmentarctivitiesCcompressors,C1tc.)arrea consideredampropriate inCblldandasesaodongarsEtheyaneetC heaespectivelinitigationa-equirementsmfa theaLUDCatoamaintainacompatibilityawithasurroundingalandauses."FThe proposed KP 24-8 booster compressor is an appurtenant facility for artificial gas lift and is in general conformance with the Comprehensive Plan 2030. There are no intergovernmental agreements associated with the parcel. Please see e-mail from landowner as attachment in Appendix A of this report. 7-103 - Compatibility The project will occur within an existing oil and gas field on Jolley Mesa and is compatible with the surrounding land uses for nature, scale and intensity. The project will occur on an existing oil and gas location. Table 3-403 in the LUDC allows the use of booster compressors in the rural zone district. 7-104 — Source of Water A. BOCC Determination — WPX Energy would like to request board approval for the narrative below. B. Determination of Adequate Water — The proposed project does not require water for the installation, maintenance or operation of the facility. Personnel installing and operating the facility will bring their own potable water to drink to work every day, in a container of their choice, as typical for oil and gas field personnel. WPX Energy will not provide water at the facility. The project is located within an existing oil and gas field and will occur on an existing oil and gas location. A water supply plan, per Section 4-203.M. is not necessary for this project. 7-105 — Central Water Distribution and Wastewater Systems A. Water Distribution Systems- not applicable to the project, see narrative below. B. Wastewater systems — not applicable to the project, see narrative below. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 WPX Energy provides employees porta john facilities on the following locations within the Kokopelli operating field: KP 43-8, KP 24-17, both are less than a 5 minute drive from the KP 24-8 location. The porta johns are serviced every 2 weeks by Western Colorado Waste. 7-106 — Public Utilities Use of public utilities is not anticipated to occur to support this project. 7-107 — Access and Roadways Please see Appendix B of this report for supporting documentation and a narrative for Policy 01-14 — Waiver for Roads and Demonstration of Compliance. 7-108 — Use of Land Subject to Natural Hazards Based on analysis of potential natural and geologic hazards, as outline in the Fox Engineering Solutions (FES) report supporting Section 7-108, it is the opinion of FES that hazards identified in the LUDC have a low probability of impacting this site and the booster compressor. Mitigation of said hazards does not appear to be warranted at this time. See Appendix C for supporting documentation. 7-109 — Fire Protection A. Adequate Fire Protection — The location has adequate fire protection. See Appendix D for documented conversation. B. Subdivision — The location is not within a subdivision. Division 2 — General Resource Protection Standards 7-201- Agricultural Lands A. No adverse affect to agricultural operations will occur. The project site will occur on an existing oil and gas location. B. Domestic Animal Control — Dogs or other animals are not allowed on location per WPX Energy field operating rules. C. Fences —The location will not be fenced. D. Roads — See section 7-107, Access and Roadways for explanation. No additional site disturbance is anticipated. E. Irrigation Ditches - No irrigation ditches occur within the project area. 7-202 - Wildlife Habitat Areas 0 WPX Energy consulted with Colorado Parks and Wildlife on the KP 24-8 oil and gas location in 2011 through the COGCC's Form 2A process and in July of 2014. WPX proposed implementing a list of Wildlife Best Management Practices (BMPs) at this location. Colorado Parks and Wildlife (CPW) waived consultation on the Form 2A on 8/24/2011 approving this list of wildlife BMPs. Please Appendix E for a list of BMPs discussed and documented conversation between WPX and CPW in July 2014. See Impact Analysis Report and Appendix B of the Impact Analysis for supporting documentation and discussion on Wildlife Habitat Areas. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 NEPA was completed on this location. Please see attached supporting documentation in Appendix B of the Impact Analysis. 7-203 — Protection of Waterbodies Based on a review of adjacent waterbodies, the proposed site and booster compressor are located outside of both the 35 ft. setback and 100 ft. setback for hazardous waste. The proposed location of the booster compressor on the existing KP 24-8 well pad exceeds the required setback distances to the ordinary high water marks (TOHWMs). Please see attached supporting documentation in Appendix F of this report. 7-204 — Drainage and Erosion Erosion and sediment, drainage and storm water run-off have been evaluated. Storm water best management practices have been implemented at the KP 24-8 to reduce or eliminate offsite transport of contaminants. As outlined in the submittal materials of Section 4-203.E — Grading and Drainage Report, the KP 24-8 well pad site is under interim reclamation under the requirements of the Storm Water Management Plan, approved by the Colorado Department of Public Health and Environment (CDPHE) under Permit No. COR03G143. BMPs specific to the KP 24-8 are identified in Appendix C of Section 4-203.E. See Appendix G of this report for supporting documentation. A detailed drainage plan for the KP 24-8 site is attached in Appendix G which meets the requirements of this section. Positive drainage will be maintained away from the compressor building foundation. The site is situated on a large parcel under single ownership and drainage to adjacent lots is controlled by the best management practices outline in the Storm Water Management Plan (SWMP). As stated in Section 7-204.C. "These standards shall apply to any new development within 100 feet of a Waterbody and to any other development creating 10,000 square feet or more of impervious area." The submittal materials associated with Section 7-203 Protection of Waterbodies delineates the location of the KP 24-8 site and its relationship to waterbodies. None of the proposed development associated with the construction of the compressor is located within 100 ft. of a waterbody. The compressor building, foundation and ancillary components will create an impervious area of approximately 1500 square feet. Based on these thresholds, Section 7-204.C. is not applicable and has been omitted from this report. 7-205 — Environmental Quality A. Air Quality — The land use change shall not cause air quality to be reduced below acceptable levels established by the CDPHE AQCD. See the Other Permits tab in the permit application for CDPHE air permitting. B. Water Quality — all hazardous material shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. See Grading and Drainage Plan, Appendix D, for the integrated SPCC plan and site specific details. 7-206 — Wildfire Hazards — Appendix H for supporting documentation KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 A. Location Restrictions — The location is within the low -moderate wildfire hazard index. The location resides on an existing non -vegetated oil and gas location. The location is vegetation and weed free for safe oil and gas operating standards. In the event of a flash fire from the location, it is not anticipated the surrounding grassland would be impacted. Vegetation in the surrounding area consists of grassland. In the event of a wildfire, the location would be remotely shut down. B. Development Does Not Increase Potential Hazard — The project will occur on an existing gravels oil and gas location. The proposed project complies with OSHA and COGCC operating procedures and is not anticipated to increase the potential hazard for wildfire. C. Roof Material and Design — the compressor will be housed in a steel- non insulated building with a steel roof. 7-207 — Natural and Geologic Hazards Based on analysis of potential natural and geologic hazards, as outline in the Fox Engineering Solutions (FES) report, it is the opinion of FES that hazards identified in the LUDC have a low probability of impacting this site and the booster compressor. Mitigation of said hazards does not appear to be warranted at this time. Please see Appendix 1 for supporting documentation. 7-208 — Reclamation — Additional site disturbance is not anticipated to occur for the implementation of the booster compressor. The oil and gas location is currently in interim reclamation with the COGCC and the Colorado Department of Public Health and Environment (CDPHE) National Pollutant Discharge System (NPDS) Storm Water Permit. An additional Reclamation Plan or Weed Management Plan are not required, per the pre -application conference dated June 9, 2014, since there will be no additional site disturbance to implement the booster compressor at the existing KP 24-8 oil and gas location. Division 3 — Site Planning and Development Standards 7-301— Compatible Design - The project will occur within an existing oil and gas field on Jolley Mesa and is compatible with the surrounding land uses for nature, scale and intensity. The project will occur on an existing oil and gas location. A. Site Organization — there are no streets and lots, solar access, public parking, pedestrian access for this project. B. Operational Characteristics — nuisances will be mitigated as follows: 1. Dust, odors, gas, fumes, and glare — road will be watered per the maintenance agreement, as applicable, to mitigate dust; odors/fumes will be mitigated through the exhaust system and will be in compliance with CDPHE General Permit (GP)- 02; glare will be minimized, the location will be painted desert tan, per BLM requirement, to blend into the surrounding area. 2. Noise — the facility will be in compliance with COGCC Rule 802 for noise abatement. The facility will comply with COGCC Rule 802 for light industrial. In remote locations, where there is no reasonably proximate occupied structure or designated outside activity area, the KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 light industrial standard may be applicable. There are no reasonable proximate occupied structures near the KP 24-8 oil and gas location. Light industrial noise standards will be complied to as follows: 7:00 am to next 7:00 pm — 70 dbA 7:00 pm to next 7:00 am — 65 dbA See Noise Analysis in Appendix F of the Impact Analysis for supporting documentation. 3. Hours of Operation - The location will be operated 24 hours a day, 7 days a week, 365 days a year. C. Buffering — the location will comply with COGCC rule 802 noise requirements, the building for the booster compressor will be painted shadow grey, per BLM requirement to minimize visual impacts. A 2D visual analysis was completed and is attached as supplemental material in the 2D Viewshed Analysis tab. The nearest building is a mile away from the project. It is not anticipated that the implementation of the project will impact residents or the surrounding area. D. Materials — the building will be constructed with materials that do not detract from adjacent buildings or uses. 7-302 — Off-street Parking and Loading Standards — the project will be located on an existing oil and gas location consisting of approximately 1.48 acres. The location is large enough for a 5 -axle low boy truck to turn safely around on the location. All oil and gas well pad locations are designed for safe truck turn around and back in parking. Parking is not allocated in a specific area due to the nature of oil and gas operations. There is no public access to the location. Both accesses to the Kokopelli field are gated and locked and/or manned by a guard. Only operating personnel are allowed with the field and on locations. 7-303 — Landscaping Standards - Landscaping standards are not applicable to this project per the pre - application conference dated June 9, 2014, for industrial projects. 7-304 — Lighting Standards — No lighting is anticipated for this project to support the booster compressor. 7-305 — Snow storage removal — the access road to the KP 24-8 will be taken care of per the maintenance agreement. WPX Energy does not plow oil and gas locations. In the event of large snow amounts, field personnel will chain the wheels on their truck to allow for safe access. A. Minimum Area — not applicable B. Storage in Parking Spaces Prohibited — not applicable, there are no parking spaces C. Storage in yards and open space permitted — snow plowing will not occur on location, not applicable D. Storage in public roadways prohibited - snow plowing will not occur on location, not applicable E. Drainage — adequate drainage shall be provided at the oil and gas location to accommodate snowmelt and to ensure it does not drain onto adjacent property. See 4-203. Grading and Drainage Plan for additional drainage details and supporting documentation. 7-306 — Trail and Walkway Standards — KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 A. Recreational and Community Facility Access — not applicable, this is not a recreational or community facility nor will the public have access to the project location. B. Safety — WPX Energy will comply with all OSHA standards for oil and gas locations C. Maintenance — WPX Energy will comply with all OSHA standards for oil and gas locations Division 10 — Additional Standards for Industrial Uses 7-1001— Industrial Use A. Residential Subdivisions — The project does not occupy a lot in a plated residential Subdivision. B. Setbacks — The project is not located within 100 feet of a property line. The nearest property line is 997 feet away (see 4-203.D Site Plan for supporting documentation). C. Concealing and Screening — The booster compressor will be located in an enclosed building. D. Storing 1. Materials shall be stored on the property in a form or manner that will not be transferred off the property by any reasonably foreseeable natural cause or force. 2. All products shall be stored in compliance with national, State and local codes. 3. All storing shall be a minimum of 100 feet from an adjacent property line. 4. Petroleum and hazardous products shall be stored in compliance with the 40 CFR 112 Spill Prevention Control and Countermeasure Plan (SPCC). E. Industrial Wastes — All industrial wastes shall be stored and disposed of in a manner consistent with Federal and State statues and CDPHE requirements. F. Noise — The booster compressor will be housed within a building. The booster compressor facility will be in compliance with COGCC Rule 802 for noise abatement. The facility will comply with COGCC Rule 802 for light industrial. In remote locations, where there is no reasonably proximate occupied structure or designated outside activity area, the light industrial standard may be applicable. There are no reasonable proximate occupied structures near the KP 24-8 oil and gas location. Light industrial noise standards will be complied to as follows: 7:00 am to next 7:00 pm — 70 dbA 7:00 pm to next 7:00 am — 65 dbA See Noise Analysis in Appendix F of the Impact Analysis for supporting documentation. G. Ground vibration — The proposed booster compressor is factory -built and skid- mounted. The compressor skid will be placed on a 24 -inch thick, steel reinforced concrete foundation system and bolted to the foundation. Synthetic anti -vibration pads are placed between the skid and the concrete to dampen vibration. The compressor and its engine power train are factory balanced to minimize vibration. Upon installation, the compressor is commissioned through a series of checks and inspections to verify that the compressor is operating correctly and that vibration is within prescribed limits and tolerances. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 The KP 24-8 well pad is located in Garfield County within the Rural Zone District which is comprised of the County's rural residential areas, agricultural resource lands, agricultural production areas, and natural resource areas. The well pad has been utilized for mineral extraction including natural gas and oil for several year. The nearest structures include oil and gas wells, associated production equipment and tanks, located at the site and approximately one half mile to the south and northeast. The nearest residential dwellings are located one mile to the north and west. No vibration related impacts to adjacent structures or dwellings are anticipated with the operation of the KP 24-8 booster compressor. H. Hours of Operation — WPX Energy would like to operate the booster compressor 24 hours a day, 7 days a week, 365 days a year for artificial gas lift. The location is on an existing oil and gas location (well pad) that is currently allowed to operate production operations 24/7/365. I. Interference, Nuisance, or Hazard - Every use shall be operated so that it does not emit heat, glare, radiation, or fumes that substantially interfere with the existing use of adjoining property or that constitutes a public nuisance or hazard. Flaring of gases, aircraft warning signal, and reflective painting of storage tanks, or other legal requirements for safety or air pollution control measures, shall be exempted from this provision. KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 Appendix A Intergovernmental Agreements Documentation KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fechino, Ashlee From: Sent: To: Subject: Follow Up Flag: Flag Status: Thank you, Bryan. Fechino, Ashlee Wednesday, July 23, 2014 4:01 PM Hotard, Bryan FW: KP 24-8 Gas Lift Compressor Follow up Flagged Ashlee Fechino W: 970.623.8915 1 C: 970.404.5031 From: Hotard, Bryan Sent: Wednesday, July 23, 2014 4:00 PM To: Fechino, Ashlee Subject: FW: KP 24-8 Gas Lift Compressor FYI Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WPXEN,ERGY INNER PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. 0 IfliouC avec eceived[ hisanessagerilnCtrror,CbleaseC eplyC obdvisellheL enderbfilhell&rort indC henImmediatelylleletellhisgnessage.0 From: Kent Jolley jmailto:kentjolley@sopris.net) Sent: Wednesday, July 23, 2014 3:21 PM To: Hotard, Bryan Subject: RE: KP 24-8 Gas Lift Compressor Bryan, I am not aware of any intergovernmental agreements that are in place. Kent Jolley From: Hotard, Bryan[mailto:Brvan.Hotard@wpxenergy.com] Sent: Wednesday, July 23, 2014 2:56 PM To: Kent Jolley 1 Cc: Fechino, Ashlee Subject: RE: KP 24-8 Gas Lift Compressor Good afternoon Kent, The last thing I need from you is do you know if there are any intergovernmental agreements in place for your property? If you do or do not, please shoot me an email so I can add that to the permit. As always, thanks! Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WPXENE C -Y 'o 0 PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. El IfL ou[taveC eceived[ hisanessagellinguror,Cblease[ eplyC obdvise[lheL enderlIV heClrrorlindC henUmmediatelyllelete[lhisNessage.1 2 WPX Energy Rocky Mountain, LLC July 2014 Appendix B Access and Roadways Supporting Information KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Narrative for Policy 01-14 — Waivers for Roads and Demonstration of Compliance WPX Energy Rocky Mountain, LLC ("WPX") is applying for a Land Use Change Permit for the addition of a gas lift booster compressor on an existing pad location located in SEY4SWY4 of Section 8, Township 6 South, Range 91 West, 6th P.M. Section 7-107, Access and Roadways, of the Garfield County Land Use Change and Development Code ("LUDC") requires all roads to be designed to provide for "adequate and safe access" and be reviewed by the designated County Engineer. The LUDC defines "private road" as "right-of-way constructed, established, owned, and maintained by a private party for access to private property". The LUDC allows for the waiver of specific standards provided that the following criteria have been met: 1) an alternative design achieves the intent of the subject standard to the same or better degree and 2) the proposed alternative will impose no greater impacts on adjacent properties than would occur through compliance with the specific standard (Section 4-118). The road to the existing pad location that the new gas lift booster compressor will be located on is considered to be an oil and gas private road. History of Access In September of 2009, Williams Production RMT Company, now known as WPX, acquired the Orion Energy assets located in the Garfield Creek and Jolley Mesa area. At that time, the existing access to the Jolley Mesa asset was located on CR 335 and was being contested by the BLM and several of the landowner's due to the large amount of oil and gas traffic on CR 335. Orion Energy had previously worked with the BLM and the landowners on a new proposed route that would move the access to Jolley Mesa from CR 335 to CR 311. WPX successfully negotiated a new right-of-way for this road with the McLin's and the BLM portion of the road was added to the Kokopelli Master Development Plan. WPX already had access on Jolley property in the Surface Use Agreement between the Jolleys and WPX. Attached as Exhibit "A" is the McLin Memorandum of Easement Agreement, the Jolley Memorandum of Surface Use Agreement and Grant of Easements. Before this new road could be built, the county requested a 4" asphalt overlay be installed from the intersection of CR 335 and CR 311 to the new road located on the McLin property. This would allow CR 311 to be considered by the county as a designated haul route. In the summer of 2010, WPX spent $292,660.10 for the 4" overlay that enabled WPX to utilize the new access on CR 311. Upon completion of the 4" overlay and the new road, all of WPX's traffic was diverted from the existing CR 335 access point to the new CR 311 access point in July of 2010. The access on CR 335 would only be used for emergency purposes. Once the 4" asphalt overlay and new access on CR 311 was built, WPX began working with Antero Resources, now Ursa Operating Company LLC ("URSA"), on a Road Use and Maintenance Agreement ("RUMA") for the road. A RUMA was executed between WPX and URSA in 2011 that defined how the road would be maintained including the cost allocation structure (number of operators wells located off of said road). In January of 2012, the RUMA was amended to add Dejour Energy (USA) Corp. ("Dejour") because Dejour wanted to utilize the new road to a new Dejour pad location located on the BLM. 1 Statement of Adequacy Geometry of the road — Per table 7-107 - Roadway Standards of the Garfield County Land Use and Development Code, the access is considered to be a Primitive/Driveway. The access meets all the requirements for a road per Table 7 -107. The location and route of the road to the KP 24-8 pad location is depicted on the attached Exhibit "B". The road is an existing oil and gas private road that serves multiple pads for multiple operators. The oil and gas private road was designed to minimize visual impacts for the adjacent landowners and also to decrease tree loss once the road was built. The oil and gas private road was also designed with safety in mind in that every turn has an adequate line of sight for oncoming traffic including speed limit signage of 15 mph along the route. The road width is eighteen feet (18ft.) wide except in turns and in areas where the width of the road is larger due to topography. The road is a single lane road but is designed as such so that when two trucks meet there is adequate room for the trucks to pass each other safely. The bar ditches on both sides of the road, when needed, are approximately 21/2 to 3 feet wide. Safety/Structural Issues — The road has a regulated speed limit with posted signs of 15 mph. Any structural issues that arise are quickly rectified by WPX. As mentioned above, the road is wide enough to allow two trucks to pass safely and during times of heavy rig traffic, a pilot car is used on the road. Only authorized personnel are allowed to utilize this road and during the hunting season, the gate at the entrance on CR 311 is closed and locked to deter hunting trespassers. Maintenance — The RUMA, as mentioned above, designates WPX as the operator of the road. WPX keeps the road maintained in a safe and efficient manner. During the summer months the road has magnesium chloride applied for dust mitigation and during the winter months the road is bladed for snow removal. The actual pad location that the booster compressor is located on will not be bladed during winter months so any traffic to that location will need to chain up during times of heavy snow. The bar ditches are checked regularly and all the culverts are cleaned out every spring before irrigation water begins to flow. During times when traffic is more active, WPX keeps the road bladed weekly in order to keep a safe operating road surface and when needed, gravel is applied. Travel Demand - Since this is a private oil and gas road, the only traffic on said road is oil and gas traffic to the existing locations that are located off of the road. Traffic volumes for the booster compressor during the construction phase will be two (2) to three (3) trucks trips per day. Upon completion of the booster compressor, there will be no traffic generated to the location as the personnel needed to service the compressor are already in the field working on other pad locations. The types of vehicles that are utilizing the road on a daily basis range from a pickup truck to a lowboy for equipment delivery. The traffic volumes for the gas lift booster compressor are not expected to make an impact on the day to day traffic that utilizes the road. 2 WPX respectfully requests a Waiver of Submission Requirements (4-202) regarding a Traffic Study (4-203L) for the Land Use Change permit for the gas lift booster compressor on the existing KP 24-8 pad location located in the SE%SW% of Section 8, Township 6 South, Range 91 West, 6th P.M. 3 boltdiPRICrIM i P file"°W4 E111®610R1 (Il III t2eceptdoni#: 786323 05121/2010 02:22:05 P11 Jean nlberioo 1 of 6 Reo Fee:630.00 Doo Fee:0.00 GP.RFIELD COUNTY CO MEMORANDUM OF EASEMENT AGREEMENT Exhibit "A" (page 1 of 7) Brit C. McLin, Sharon T. Mclin and Midnight Star Breeders LLC, a Colorado limited liability company, whose address is P.O. Box 957, Silt, Colorado 81652, hereinafter together called "Grantor," and Williams Production RMT Company, whose address is 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado 80202, hereinafter called "Grantee," have entered into and executed a certain Basement Agreement effective May 7, 2010 ("the Agreement"), under the terms of which Grantor has granted Grantee a non-exclusive, perpetual road easement and right-of-way to survey, construct, install, maintain and use a road for oil and gas purposes (the "Easement") on the land situated in Garfield County, Colorado (the "Property"), legally described in the attached and incorporated Exhibit A, and along the route depicted on the attached and incorporated Exhibit B. The term of the Agreement expires in accordance with the terms described therein. The purpose of this Memorandum is to provide record notice of the interest of Grantee in and under the Agreement. Any right, title or interest in and to the Property acquired by any party subsequent to the date of recordation of this Memorandum shall be subject to the terrns, provisions and conditions of the Agreement and the rights and interests of Grantee thereunder. In the event of any conflict between the terms of this Memorandum and the terrns of the Agreement, the terms of the Agreement shall control. EFFECTIVE the 7th day of May, 2010 GRANTOR: By: Brit C. McLin Midnight Star Breeders LLC B Name: Brit C. McLin Title: Managing Member GRANTEE: Williams Production RMT Company J ame: Sandra J. Hotard Title: Attorney -in -Fact By: Sharon T. McLin Midnight Star Breeders LLC By: j Mc_b+. Name: Sharon T. McLin Title: Managing Member 1_lII EMOR IMAItliNkfrigUMIANCMANN IIIIR Reception{*: 786323 05/21/2010 02:22:05 Piz Jean Alberioo 2 of 5 Reo Fen $36.00 Doo Fee:0.05 GARFIELD COUNTY CO Exhibit "A" (page 2 of 7) STATE OF COLORADO ) COUNTY OF GARFIELD ) On thept l�day of May, 2010, personally appeared Brit C. McLin and Sharon T. MeLin, before me known to be the persons described in and who executed the foregoing instrument and acknowledged that they executed same as their free and voluntary act and deed for the uses and purposes therein set forth. Witness my hand and official seal the day and year first above written. My Cornmission Expires: (SEAL) STATE OF COLORADO ) COUNTY OF GARFIELD ) otary Public BRYAN HOTARD NOTARY PUBLIC STAT1r OF COLORADO AAV CONRY0iitCV1 CNWIei 1240/2013 Before me, a Notary Public, in and for said County and State aforesaid, do hereby certify that Sandra 3. Hotard, whose name is subscribed to the foregoing instrument as Attorne. -in- Fact of Williams Production RMT Company, a corporation, appeared before me this day in person and acknowledged that she executed said instrument as her free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal thea2ay of 2010 My Commission Expires: c� (, (SEAL) After Recordation please return to. Williams Production RMT Co Attn: Land Dept PO SOX 370 Parachute, CO 81635 Exhibit "A" (page 3 of 7) Exhibit "A" Attached to and made pat of that certain Memorandum of Easement Agreement dated M 2010, By and Between Brit C. McLin. Sharon T. MeLin and Midnight Star Breeders LLC, Grantor, and Williams Production RMT Company, Grantee T6S, R91W, 6th P.M., Sections 7 and 18; T6S, R92W, 6th P.M., Sections 12 and 13 8/2 of Lot 6, all of Lots 9 and 10, and the NE/4 SW/4 of Section 7; Lots 1, 2, 3, and the NE/4 NW/4 of Section 18, all in Township 68, Range 91W; the 8/2 SE/4, the SE/4 SW/4, Lot 7, and all that part of Lot 8 lying East of a line drawn due North and South through a point 40 rods East from the West Quarter Comer, all in Section 12; the E/2 E/2 of Section 13; that part of the NE/4 of Section 13 described as beginning at the NE/C of the NW/4 NE/4 of Section 13, running thence Westerly along the North line of Section 13, 100 rods to the East bank of the Ward and Reynolds Ditch, thence Southeasterly along the Easterly bank of the ditch a distance of 141 rods to a point, thence East a distance of 35 rods to the East line of the SW/4 NE/4 of Section 13, thence Northerly along the East line of the last mentioned subdivision and along the East line of the NW/4 NE/4 of Section 13 a distance of 122 rods to the point of beginning, all in Township 68, Range 92W; EXCEPT that portion of the above described land which lies North and East and West of the following described line (which line is one of the boundaries 'of that certain tract of land conveyed to Joe Montover by deed recorded at 195/495 to wit: Beginning at a point which bears South 33° 25' West a distance of 4002.0 feet from the SW/C of Section 7 -6S -91W, thence South 34° 07' West a distance of 1763.4 feet, thence South 35° 56' West a distance of 1091.4 feet, thence South 76° 07' West a distance of 597.1 feet, thence South 77° 24' West a distance of 783.4 feet, thence North 79° 59` West a distance of 759.4 feet, thence North 81° 14' West a distance of 22.1 feet, thence North 11° 35' West a distance of 113.0 feet, thence South 83° 55' West a distance of 76.0 feet, thence North 12° 07' West a distance of 30.0 feet, thence North 22° 55' East a distance of 150.5 feet, thence North 03° 23' East a distance of 45.0 feet, thence North 38° 10' West a distance of' 72.0 feet, thence North 56° 40' West a distance of 36.0 feet, thence North 75° 30' West a distance of 34.0 feet, thence North 03° 23' West a distance of 19.0 feet, thence West a distance of 59.9 feet, thence South 01° 24' East a distance of 380.0 feet, thence North 81° 14' West a distance of 235.9 feet, thence North 62° 54' West a distance of 781.4 feet, thence North 69° 05' West a distance of 434.0 feet, thence North 83° 13' West a distance of 384.0 feet, thence North 28° 01' West a distance of 540.5 feet, thence North 38° 28' West a distance of 221.0 feet, thence North 60° 34' West a distance of 226.0 feet, thence North 67° 23' West a distance of 392.7 feet, thence South 72° 20' West a distance of 238.0 feet, thence West a distance of 13.0 feet, thence due North along the North and South centerline of Lot 8, Sectionl2- 6S-92W to the South bank of the Colorado River; EXCEPT from Lot 8 of said Section 12 that portion thereof which lies South of a line beginning at the center of the East boundary of said Lot 8 and running North 75° 58' West a distance of 680.4 feet, more or less, to a point which is 40 rods East of the West line of said Lot 8; EXCEPT from Lot 7 of said Section 12 the following described tract: Beginning at the SW/C of said Lot, thence running North along the West line of said Lot a distance of 660.0 feet, thence South 16° 03' 36" East a distance of 686.8 feet to a rock set on the South line of said Lot 7, thence West along the South line of said Lot 7 a distance of 190,0 feet to the point of beginning; 5111 VA NUM lYnfilMritf#C109 !teOttu'cif NII Receptaonti: 780323 35 of I5ZReo Fee:536.00 D000Fee 0,CD GARFIELD COUNTY CO Exhibit "A-1" Attached to and made part of that certain Memorandum of Easement Agreernent dated M 2010, By and Between Brit C. McLin_ Sharon Malin and Midnight Star Breeders LLC, Grantor, and Williams Production RMT Company, Grantee EXCEPT from the SE/4 SW/4 of said Section 12 that portion thereof which lies South and West of a line beginning at a point on the North line of said SE/4 SW/4 a distance of 1130.0 feet West of the NE/C thereof and running thence South 28° 14' 28" East a distance of 1498.36 feet, more or less, to the South line of said SE/4 SW/4 at a point thereon which is a distance of 421.0 feet West of the SE/C of said SE/4 SW/4; EXCEPT Beginning at the South Quarter Corner of Section 7, a stone in place, thence South 89° 39' 18" West along the Southerly line of Section 7 a distance of 1300.83 feet to the West Sixteenth Corner between Section 7 and 8, a rebar and cap in place, the true point of beginning, thence North 78° 37' 21" West a distance of 2592 23 feet, thence North 00° 00' 00" West a distance of 181.12 feet to a point on the Southerly right-of-way of County Road Number 335, thence South 79° 44' 03" East along said right-of-way a distance of 419.70 feet, thence continuing along said right-of-way along the arc of a curve to the left having a radius of 345.25 feet and a central angle of 22° 57' 08" a distance of 138.30 feet (chord bears North 88° 43' 23" East a distance of 137.38 feet), thence continuing along said right-of-way North 77° 14' 49" East a distance of 1141.43 feet, thence continuing along said right-of-way along the arc of a curve to the left having a radius of 382.48 feet, a central angle of 43° 05' 29" a distance of 287.66 feet (chord bears North 55° 42' 05" East a distance of 280.93 feet), thence continuing along said right-of-way North 34° 09' 20" East a distance of 338.60 feet, thence South 68° 14' 08" East a distance of 476.44 feet to a point on the Easterly line of' the SW/4 SW/4, a rebar and cap, thence South 00° 39' 13" East along said Easterly line a distance of 1135.13 feet to the true point of beginning. Exhibit "A" (page 4 of 7) 1 111liartgfiii Al114 hMelft:1491I IH LtI111 Receptiontt: 786323 4 05/21/2010RP e:536.00aDoo°Fee 0,0©1GARFIELD COUNTY CO III K.1121iNAl+ENEIVih 14VAVIAMIAPIli WI III Reception#: 780323 06/21/2010 02:22:05 Pit Jean Alberloo 5 of 6 Reo Fee:S36.00 Doc Fee:0.00 Gf1RFIELD COUNTY CO Exhibit "B" Attached to and made part of that certain Memorandum of Easement Agreement dated Ma?." 2010, By and Between Brit C. McLin, Sharon T. McLin and Midnight Star Breeders LLC, Grantor, and Williams Production RMT Company, Grantee Approximate length of proposed road on McLin surface is 4,202 feet. Exhibit "A" (page 5 of 7) Legend Proposed Road Existing Road Parcel Ownership (from Garfield County) TJProjsdslPIC1Kokop31310b225 alcUnRO'MEascrositmcd dcolku 5/020104:17:58 PM Williams Production RMT McLin Proposed Road Easement Williams. IIIA els tI AilatINCI4M19,1t#s: Mfm4f' M III Rece4 8/G0//2009 0312777:64 �H Jean, Alborlco 1 of 2 Rea Fee -E21.00 Doa Fee:O 00 GARFIELD COUNTY CO Memorandum of Exhibit "A" (page 6 of 7) SURFACE USE AGREEMENT AND GRANT OF EASEMENTS Effective the 28th day of November, 2007, SURFACE USE AGREEMENT AND GRANT OF EASEMENTS ("Agreement") by and between KENT S. JOLLEY, whose address is 832 Canyon Creek Drive, Glenwood Springs, Colorado 81601, BRETT L. JOLLEY, whose address is 1288 County Road 245, New Castle, Colorado 81647, RICHARD AND MARY JOLLEY FAMILY LLLP ("Owner"), and ORION ENERGY PARTNERS L.P., whose address is 1675 Broadway, Suite 2000, Denver, Colorado 80202 ("Operator") was entered into. Owner owns the surface of the real property in Garfield County, Colorado (the "Property"), legally described as: Township 6 South, Range 91 West, 6th P.M. Section 7: E/25E Section 8: E/2E/2, W/2SW, SESW, SWSE Section 9: W/2W/2 Section 16: W/2, the south 330 feet of SWSE Section 17: N/2, SE, N/2SW, SWSW Section 18: NE Section 20; E/2E2, NWNE, NENW Section 21: NWNE, NENW Operator is the owner/operator of a working interest in an Oil and Gas Lease dated January 17, 1990, recorded in Book 775 at Page 629, of the Garfield County records granted by Richard C. Jolley, Mary Louise Jolley, Brett L Jolley, Kent S. Jolley and Anne E. Jolley; and U.S.A. Oil and Gas Lease COC 51146 dated April 1, 1990, and recorded in Book 776, Page 908 of the GarSeld County records (together the "Leases"). Operator wishes to drill additional oil and gas wells on the Property and directionally to adjacent lands for the extraction of hydrocarbons. Owner previously entered into a Surface Use, Access and Right -of -Way Agreement dated September 28, 1999, and a Lotter Agreement dated May 6, 2003 and recorded at Book I531, page 424 of the Garfield Clerk and Recorder's Office ("Prior Mesa Agreements") which will be replaced in its entirety by this the November 28, 2007 Surface Use Agreement and Grant of Easements. This Memorandum of Surface Use Agreement and Grant of Easements is placed of record in Garfield County, Colorado to provide notice only of its existence. All terms and conditions contained in said Surface Use Agreement and Grant of Easements remain confidential between the Owner and Operator. r. a IIID I' SiiPaR fliitliiitiCi2M141114 X1111 Reception#: 773664 2e of 22Reo Ree:$211.0464 0MDoceFee G.0OG2RFIELn COUNTY CO OPERATOR: ORION Ei. ERGY PAR By: dd Kals Land Manager Exhibit "A" (page 7 of 7) STATE OE COLORADO ) ) .ss COUNTY OF DENVER ) The foregoing instrument was subscribed and sworn to before me on July 24, 2009, by Todd Kalstrom as Land Manager of Orion Energy Partners L.P. My commission expires: L Winless4144d '" 1 47 NOTARY. efi .-..e.rw►— • s o% PUBLIC: 31 is) Q0/Q_., WPXENERGY. MANAGEMENT FAMILY LIMITED °ARTNERSHIR MIDNIGHT ',REEDERS MANAGEMENT Legal Description: T6S R92W, Section 13, SWSE, SESE, NESE T6S R91W, Section 18, NWSW, SWNW, SENW, SWNE, SENE Section 17, SWNW, SENW, NWNW, NENW, NWNE, Section 8, SWSE, SESW Legend Road (from Garfield County) KP 24-8 Site Access Road Existing Road Proposed Compressor Site Parcel Ownership (from Garfield County) KP 24-8 Booster Compressor Site Access Map July 18, 2014 s 0 625 1,250 2,500 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\SiteAccessMap.mxd Atankers 7/18/2014 1:34:02 PM WPX Energy Rocky Mountain, LLC July 2014 Appendix C 7-108 — Use of Land Subject to Natural Hazards Report KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fox Engineering Solutions, Inc. July 7, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 7-108 Garfield County Land Use and Development Code SW %4 Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the requirements of Article 7 — Section 108 Use of Land Subject to Natural Hazards, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013. It is FES's understanding that WPX Energy is proposing to add a booster compressor to the existing KP 24-8 well pad. The KP 24-8 location is currently, and has for several years, been a producing natural gas well pad. Existing equipment at the site includes both oil and produced water tanks, well heads, separators and dehydrators. The addition of the compressor is not anticipated to alter the use of the site. Neighboring Area The KP 24-8 facility is located on top of Jolly Mesa at an elevation of 6530 ft. MSL. The site sits on the south side of Jolly Mesa. Grasses and sage brush are the dominate vegetation species. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. No natural drainages are located within or adjacent to the facility boundary. Localized drainage is provided by ephemeral drainages located approximately 1500 ft. to the north and south of the site. The facility, topography and drainages are identified on the site maps in appendix A. The site is located in Garfield County within the Rural Zone District which is comprised of the County's rural residential areas, agricultural resource lands, agricultural production areas, and natural resource areas. The adjacent area has historically been used for cattle grazing, mining and natural gas extraction. The KP 24-8 well pad has been utilized for mineral extraction including natural gas and oil for several year. Uses immediately adjacent to the facility include cattle grazing and natural gas extraction well pads. The surrounding area is currently utilized for active oil and gas development, cattle grazing and opens rangeland. The nearest structures include oil and gas wells, associated production equipment and tanks, located at the site and approximately one half mile to the south and northeast. Residential dwellings are located one mile to the north and west. Mrs. Ashlee Fechino KP 24-8 Booster Compressor Local and Regional Geologic Structures The site sits on the south side of Jolly Mesa between Garfield Creek on the east and Divide Creek on the west. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The natural gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. Based on the "Geologic Map of Colorado" compiled by Ogden Tweto, dated 1979, the KP 24-8 is located in a geologic unit denoted as Qgo — older gravels and alluviums (Pre -Bull Lake Age) and possibly underlain by the Wasatch formation. The Qgo unit consists generally of unconsolidated surficial deposits and the Wasatch formation consists generally of claystone, mudstone and sandstone. Tweto's geologic map identifies a fault about 6.5 miles southeast of the site. Geologic Hazards Article 7 — Section 108 Use of Land Subject to Natural Hazards, of the Garfield County LUDC, requires that natural and geologic hazards be identified, and if present, be eliminated or mitigated before development can occur. This includes, but is not limited to; falling rock, landslides, snow slides, mud flows, radiation, flooding, and high water tables. The Colorado State Legislature in 1974 passed House Bill 1041 defining geologic hazards that, if present, may pose a threat to life or property. For the purposes of this report, geologic hazards, as outlined in House Bill 1041 and Section 7-108 of the Garfield County LUDC, are discussed below. 1. Radioactivity: They were no reported or observed conditions that indicate naturally occurring radioactive material or tailings on the site that would affect the design or operations of the facility. 2. Seismic Considerations: The 2000 Uniform Building Code locates the site in seismic zone 1 - low susceptibility to earthquakes. Tweto's geologic map identifies a fault about 6.5 miles southeast of the site. It does not appear that significant hazard from seismic activity exists at the site. 3. Ground Subsidence: The site was constructed entirely in cut or below natural grade. Groundwater was not encountered during construction and no embankments or fills were utilized. Ground subsidence does not appear to be a significant hazard at this site. 4. Landslides: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that landslide hazard does not exist or is low at the facility. 5. Avalanche: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that the hazard of avalanche does not exist or is low at the facility. 6. Rockfall: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that the hazard of rockfall does not exist or is low at the facility. Fox Engineering Solutions, Inc. Page 2 Mrs. Ashlee Fechino KP 24-8 Booster Compressor 7. Flood: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No natural drainages are located adjacent to the facility. The NRCS indicates the Facility's Flood Frequency Class for the facility location is "None". "None" means that flooding is not probable and the chance of flooding is nearly zero percent in any year. The site may be subject to sheet flow from precipitation events, however, storm water best management practices are in place to mitigate or prevent storm water from entering the facility. It appears that the hazard of a flood does not exist or is low at the facility. 8. Mudflow and Debris Fans: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No mudflow and debris fans are present or adjacent to the facility. It appears that the hazards of mudflow and debris fans does not exist or are low at the facility. 9. Expansive Soil and Rock: The NRCS reports the predominant soil, as classified under the Uniform Soils Classification System is CL, clay. Clays, claystone and mudstone members of the Wasatch formation typically have a high swell potential when wetted. Although the soils have swell potential, it does not appear that would affect the design or operations of the facility. 10. Slopes: The facility is located on a natural 5 - 6 % slope at an elevation of 6160 ft. MSL about 500 ft. to the west of a heavily treed slope. The slope crests approximately 400 ft. vertically above the site with an inclination of about 3 horizontal to 1 vertical or 30 degrees. Risk from moderate or severe slope appears low for the facility. 11. Water Table: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No natural drainages are located adjacent to the facility nor are there any known water table depths. The NRCS indicates the Facility's Flood Frequency Class for the facility location is "None". "None" means that flooding is not probable and the chance of flooding is nearly zero percent in any year. The site may be subject to sheet flow from precipitation events, however, storm water best management practices are in place to mitigate or prevent storm water from entering the facility. It appears that the hazard of a flood does not exist or is low at the facility. It appears that hazards associated with high water tables are not present and have a low probability of impacting the site. Based on analyzes of potential natural and geologic hazards, as outline in this report, it is FES's opinion that these hazards have a low probability of impacting this site and the booster compressor. Mitigation of theses hazards does not appear to be warranted at this time. Should conditions change or discovery of a latent hazard become apparent during the construction of the compressor, reevaluation of the hazard is reco nded. Respectfully submitted, David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox(a�bresnan.net Fox Engineering Solutions, Inc. Page 3 Appendix D Fire Protection Documentation KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review WPX Energy Rocky Mountain, LLC July 2014 Fechino, Ashlee From: Orrin Moon [Orrin.Moon@Crfr.us] Sent: Thursday, July 31, 2014 8:33 AM To: Hotard, Bryan Cc: Ellsworth, Lindsey; Fechino, Ashlee Subject: RE: KP 24-8 Gas Lift booster Compressor Brian: I have reviewed the information you have provided on the well head compressor and building for the compressor located on Jolly Mesa at the KP 24-8 well pad. I am comfortable with the access to the site, building and compressor design. I am approving the request for a well head compressor and building on the KP 24-8 well pad. The only requirement for this installation is that a final inspection by me along with a scheduled site visit with my fire crews for pre plan purposes be completed. Please feel free to contact me with any questions or concerns. Thank you, Orrin D. Moon Fire Marshal Colorado River Fire Rescue 970-625-1243 orrin.moon@crfr.us From: Hotard, Bryan[mailto:Bryan.Hotard@wpxenergy.com] Sent: Monday, July 21, 2014 10:06 AM To: Orrin Moon Cc: Ellsworth, Lindsey; Fechino, Ashlee Subject: KP 24-8 Gas Lift booster Compressor Good morning sir, I hope you had a great weekend. Sorry for the delay in getting this to you. Once you review, please let me know if you will need anything else. If you approve, please just reply to one of the email stating the same. Thanks! Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WPXENEiPCY i PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. 0 taoullave[7eceivedlthisIllnessagellInEtrror,WeaseC eply[lobdvise[ heC endellbjilheC rrorilim henlImmediatelyadelete[thisRnessage.0 2 Fechino, Ashlee From: Hotard, Bryan Sent: Wednesday, July 30, 2014 5:16 PM To: Orrin Moon Cc: Fechino, Ashlee; Ellsworth, Lindsey; Harris, Lee; Wilson, Don Subject: RE: KP 24-8 Gas Lift booster Compressor Follow Up Flag: Follow up Flag Status: Completed Good afternoon Mr. Moon, Sorry for the delay. Here is some information from Mr. Lee Harris (Production Supervisor) on the catalyst. "The catalyst directs exhaust through thousands of tiny ports lined with precious metals to scrub NO2 and CO2 from the exhaust for pollution control. There is a raise in differential pressure across the catalyst which shows it is pushing the exhaust through very small holes, smaller than those you will find in a spark arrestor and it is also thicker, somewhere around 5 inches thick. As the precious metals in the catalyst heat up while burning these pollutants it creates additional heat. Normally the only concern with a catalyst and fire is that when they touch the grass they are hot enough to set it on fire but our exhausts are a minimum of 5 feet high so there is no concern there." WPX is planning on submitting the permit tomorrow with your section left blank as a referral unless you are satisfied now and can give WPX an approval of the project. Thank you for working with WPX on this project. Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotardAwpxenergy. com W'PXFNEPCy 111 PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. 111 IfC1roultaveC eceivedl hisCmessageangmror,VeaseC eplylloC3bdviseC heC enderazjilheG rroandllhenammediatelylleletef hisanessage.0 From: Orrin Moon jmailto:Orrin.Moon@Crfr.usl Sent: Wednesday, July 23, 2014 2:45 PM To: Hotard, Bryan Cc: Fechino, Ashlee; Ellsworth, Lindsey Subject: RE: KP 24-8 Gas Lift booster Compressor Bryan: Based on your e-mail, are you sending me further information on the diesel exhaust catalyst? It would help with this review and future reviews. 1 Thank you, Orrin D. Moon Fire Marshal Colorado River Fire Rescue 970-625-1243 orrin.moon@crfr.us From: Hotard, Bryan[mailto:Bryan.Hotard@wpxenergy.com] Sent: Wednesday, July 23, 2014 12:52 PM To: Orrin Moon Cc: Fechino, Ashlee; Ellsworth, Lindsey Subject: KP 24-8 Gas Lift booster Compressor Good afternoon Mr. Moon, Regarding our phone conversation yesterday, the exhaust for the compressor will go straight up. Also, I am told that the exhaust does not have a spark arrestor but does have a catalyst which is much thicker and based upon the same principal. Once you review and if you have any other question, please do not hesitate to call or email me. Thanks! Have a great day! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WPXFNFP Y 1.911PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. 0 If youllave[leceived[ hisllInessagelkl rror,Ubleasef eplyCfoGlbdvisef heEtenderbj helTrorflrndC henCImmediatelyglielete[ hisC nessage.C1 2 Fechino, Ashlee From: Mike Morgan [Mike.Morgan©Crfr.us] Sent: Monday, June 23, 2014 12:15 PM To: Hotard, Bryan Cc: Fechino, Ashlee; Ellsworth, Lindsey; Orrin Moon Subject: RE: Land Use Change permit - Wellhead Compression Attachments: KP 24-8 Wellhead compression.bmp Follow Up Flag: Follow up Flag Status: Flagged Bryan, Thanks for the information and submittal. I have included Orrin Moon in my response as he handles all of our plan review items. Orrin will be in contact with you if he has additional questions. Thanks, Mike Michael C. Morgan Fire Chief Colorado River Fire Rescue Rifle, CO 81650 (970) 625-1243 www.crfr.us mike.morran@crfr.us COLORADO �' VER FIRE RESCUE MissionEStatement i 144E ARE DEDICATED TOPROTECTING LIFE, HOME, AND PROPERTY THROUGH LEADERSHIP, EDUCATIONAND PARTNERSHIPS. SAFETYLS OUR HIGHEST PRIORITY.'" From: Hotard, Bryanrmailto:Bryan.Hotard@wpxenergy.comj Sent: Thursday, June 19, 2014 2:48 PM To: Mike Morgan 1 Cc: Fechino, Ashlee; Ellsworth, Lindsey Subject: Land Use Change permit - Wellhead Compression Good afternoon Mr. Morgan, My name is Bryan Hotard and I work for WPX Energy in Parachute Colorado. In July of 2013, Garfield County implemented new rules that says that if a compressor was installed on a location for well head compression, a Land Use Change permit would need to submitted and approved before said compression could be added. WPX would like to install a compressor on an existing location in Section 8, Township 6 South, Range 91 West, 6th P.M.( Jolley Property) for well head compression (gas lift) for the wells located on that location. One of the requirements of these new rules is that we need to have the respective fire chief approve this project and that our operations meet fire code. I have attached a map that has the pad outlined in RED of where the compressor would be located. If you have any questions or concerns about any of this, please do not hesitate to call or email me. Also, if you are ok with WPX proceeding with this project, please respond to this email stating the same. Thanks! Have a great day!! Bryan S. Hotard, CPL Field Land Team Lead, Piceance Basin WPX Energy Rocky Mountain, LLC 1058 County Road 215 1 PO Box 370 Parachute, Colorado 81635 (970) 263-2754 Office (970) 361-2006 Cell bryan.hotard@wpxenergy.com WPXEEPGY m , - u 0 PLEASE NOTE OUR NEW COMPANY NAME AND E-MAIL ADDRESS. IfChou[ havef eceivedflhisflnessagegnC rror,[pleaseC eply[foC3tidvisenellendeafC heClrrorgMahenDlmmediatelylitieleteC hisanessage.0 2 WPX Energy Rocky Mountain, LLC July 2014 Appendix E CPW Correspondence and BMPs/Mitigation KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fechino, Ashlee From: Rider, Kent Sent: Wednesday, July 23, 2014 10:43 AM To: Fechino, Ashlee Subject: FW: County Permitting for Gas Lift Compressor on KP 24-8 (Jolley Mesa) Follow Up Flag: Follow up Flag Status: Flagged Ashlee, Here's the result of my consultation with CPW regarding the addition of a booster compressor at the KP 24-8 Pad on Jolley Mesa. Let me know if you need more input from us. Thanks, Kent Rider 1 Environmental Supervisor WPX ENERGY 1 1058 County Rd 215, Parachute, CO 81635 0: (970) 623-8934 C: (970) 250-7328 1 kent.rider(a�wpxenergv.com WP ENERGY_ 1 From: Warren - DNR, Michael [mailto:michael.warren@state.co.us] Sent: Wednesday, July 23, 2014 10:18 AM To: Rider, Kent Cc: Michael Warren - DNR; Taylor Elm - DNR Subject: Re: County Permitting for Gas Lift Compressor on KP 24-8 (Jolley Mesa) Kent, Thanks for you help clarifying the land use change part of the permit. CPW does not have comments for the local land use change aspect of this permit. CPW reviewed the existing compressor location and understands that the location has an existing permit approved by the Colorado Oil and Gas Conservation Commission and Bureau of Land Management. The existing Federal and State BMPs and COAs assigned to the permit are sufficient for this location's additional compressor. The addition of the new compressor should include the use of those original BMPs and COAs to minimize and mitigate impacts. No additional requirements are recommended by CPW. Please let me know if you have questions or wish to discuss the project further. Michael Michael Warren Energy Liaison Northwest Region 1 P 970.255.6180 I F 970.255.6111 1 C 970.812.7191 711 Independent Ave., Grand Junction, CO 81505 michael.warren@state.co.us 1 www.cpw.state.co.us On Tue, Jul 22, 2014 at 4:04 PM, Rider, Kent <Kent.Rider@wpxenergy.com> wrote: Michael, I think you're waiting on me for the following clarification: We're applying to GarCo for a "land use change" not a zoning change. It won't change the zoning from rural/agricultural on Jolleys'. Ashley said it's the same as what Rio Blanco calls a Special Use Permit and what Mesa County calls a CD. Does that provide the clarification you were looking for? Kent Rider I Environmental Supervisor WPX ENERGY 1 1058 County Rd 215, Parachute, CO 81635 0: (970) 623-8934 1 C: (970) 250-7328 1 kent.rider(a)wpxenergv.com WPXENERGY- From: Rider, Kent Sent: Wednesday, July 16, 2014 12:43 PM To: 'Warren - DNR, Michael' Subject: County Permitting for Gas Lift Compressor on KP 24-8 (Jolley Mesa) Michael, As I mentioned several weeks ago when I was down at your office for a meeting, we are going through the Garfield County permitting process to place a gas lift compressor on our KP 24-8 pad on Jolley Mesa. The process involves a consultation with CPW, so to get ahead of the county (who may still contact you after we submit our permitting package), I'd like to provide you with the information that I think matters to you in an email, and then I'll provide our written discussion as documentation of consultation in the package we submit. I've attached the BMP list that was submitted with our Form 2A for the pad back in 2011, and the additional information I think would be useful for you to consider our proposal to the county is here: 2 Statement of need: WPX Energy (WPX) is in need of artificial gas lift for the natural gas wells on the existing KP 24-8 oil and gas location to add velocity to the wells on this location. WPX proposes to install 1- G3516B Caterpillar booster compressor with 1380 horsepower (HP) to increase velocity of the wells. WPX will notify the Colorado Oil and Gas Conservation Commission (COGCC) and Bureau of Land Management (BLM) of the proposed activity and will not commence installation and operation until receiving approval from both agencies as well as Garfield County. The KP 24-8 oil and gas location, and its associated wells, were previously permitted and approved by the COGCC and BLM. Facility will operate 24/7/365. Site Location: SESW Section 8, Township 6S, Range 91W, SW of the Town of New Castle, between Garfield Creek and Divide Creek Road, Garfield County, Colorado, lat/long 39.53554/-107.57989. Proposed BMPs/Mitigation Measures: - Critical grade muffler - Booster will be housed in a steel, non -insulated building WPX will comply with CDPHE GP02 air permit Comply with COGCC Rule 802, light industrial noise standard o 7:00 am to next 7:00 pm — 70 dbA o 7:00 pm to next 7:00 am — 65 dbA - Rainfall calculations/drainage calculation were designed and professionally engineered to comply with CDPHE storm water regulations and Garfield County Code - Compliance with 40 CFR 112, SPCC requirements WPX applying for Garfield County Land Use Change Permit WPX obtaining permits from BLM and COGCC to operate facility - No additional site disturbance will occur - WPX conducted 2D viewshed analysis — visual impacts are not anticipated - KP 24-8 location is 1.48 acres and is currently in interim reclamation I know you are familiar with gas lift compressors, and recognize that there may be specific minimization and mitigation measures that you feel are most beneficial to wildlife. If I've left a measure out that you would like 3 to see, please let me know and I can find out whether we're planning to implement the measure or have the capability to add the measure to our plan. We would like to submit our application to the county by the end of the month, and we'd like to include this communication with you in that submittal, so that should give you an idea of the timeline we're on. Thanks, Kent Rider I Environmental Supervisor WPX ENERGY 1 1058 County Rd 215, Parachute, CO 81635 0: (970) 623-8934 1 C: (970) 250-7328 1 kent.riderna wpxenergv.com WPXENERGY_ 4 WPX Energy Rocky Mountain, LLC July 2014 Appendix F 7-203 — Protection of Waterbodies Report KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fox Engineering Solutions, Inc. July 7, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 7-203 Garfield County Land Use and Development Code SW % Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the requirements of Article 7 — Section 203 Protection of Water Bodies, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013. It is FES's understanding that WPX Energy is proposing to add a booster compressor to the existing KP 24-8 well pad. The KP 24-8 location is currently, and has for several years, been a producing natural gas well pad. Existing equipment at the site includes both oil and produced water tanks, well heads, separators and dehydrators. Article 7 — Section 203 Protection of Waterbodies, of the Garfield County LUDC, requires that minimum setbacks be maintained between the proposed site and Typical and Ordinary High Water Marks (TOHWM) of adjacent waterbodies, if present. Section 7-203 requires a minimum setback of 35 ft. to the TOHWM and in the case of hazardous waste storage 100 ft. to TOHWMs. Figure 1, attached shows the KP 24-8 site and its location relative to waterbodies including ephemeral, intermittent and perennial drainages. The nearest ephemeral drainage is located approximately 1020 ft. to the southeast. Garfield Creek is located 7025 ft. to the east of the site and the Colorado River is located 4720 ft. to the north. Based on a review of adjacent waterbodies, it is FES's opinion that the proposed site and booster compressor are located outside of both the 35 ft. setback and 100 ft. setback for hazardous waste. The proposed location of the booster compressor on the existing KP 24-8 well pad exceeds the required setback distances to TOHWMs. Respectfully submitted, David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox@bresnan.net Mrs. Ashlee Fechino KP 24-8 Booster Compressor ACCESS DESCRIPTION: FROM THE INTERSECTION OF COLORADO INTERSTATE 70 OVERPASS (Exit 97) AND RIVER FRONTAGE ROAD SOUTH OF SILT, COLORADO, PROCEED EAST +U.4 MILES ALONG RIVER FRONTAGE ROAD TO THE INTERSECTION WITH COUNTY ROAD 311 (DIVIDE CREEK ROAD). PROCEED ALONG DIVIDE CREEK ROAD ±3.3 MILES TO THE INTERSECTION WITH A DIRT/GRAVEL ROAD (McLin Cutoff), PROCEED LEFT IN AN EASTERLY DIRECTION ±1.0 MILES TO A FOUR-WAY INTERSECTION, PROCEED STRAIGHT IN A NORTHEASTERLY DIRECTION UP A HILL ±0,8 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD, PROCEED LEFT IN A NORTHERLY DIRECTION t1.0 MILES TO THE EXISTING KP 24-8 DRILL PAD LOCATION AT THE TOP OF THE MESA, AS SHOWN HEREON. BOOKCLIFF ,Survey Services, Inc. SCALE: 1" — 9000' DATE: G!3/11 PIAT. jsf 5 e 7 PROJECT Williams Kokopetti DFF cus Construction Plan Prepared for: ry s. WaIiams Production, RMT Fox Engineering Solutions, Inc. Page 2 WPX Energy Rocky Mountain, LLC July 2014 Appendix G 7-204 — Drainage and Erosion Report KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fox Engineering Solutions, Inc. July 7, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 7-204 Garfield County Land Use and Development Code SW 1/4 Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the requirements of Article 7 — Section 204 Drainage and Erosion, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013. It is FES's understanding that WPX Energy is proposing to add a booster compressor to the existing KP 24-8 well pad. The KP 24-8 location is currently, and has for several years, been a producing natural gas well pad. Existing equipment at the site includes both oil and produced water tanks, well heads, separators and dehydrators. Article 7 — Section 204 Drainage and Erosion, requires evaluation of erosion and sediment, drainage and storm water runoff subject to specific thresholds. Section 7-204.A. - Erosion and Sediment Storm water best management practices have been implemented at the KP 24-8 to reduce or eliminate offsite transport of contaminants. As outlined in the submittal materials of Section 4- 203.E — Grading and Drainage Report, the KP 24-8 well pad site is under interim reclamation under the requirements of the Storm Water Management Plan, approved by the Colorado Department of Public Health and Environment under Permit No. COR03G143. BMPs specific to the KP 24-8 are identified in Appendix C of Section 4-203.E. Section 7-204.B. - Drainage A detailed drainage plan for the KP 24-8 site is attached which meets the requirements of this section. Positive drainage will be maintained away from the compressor building foundation. The site is situated on a large parcel under single ownership and drainage to adjacent lots is controlled by the best management practices outline in the Storm Water Management Plan. Section 7-204.C. — Stormwater Run -Off As stated in Section 7-204.C. "These standards shall apply to any new development within 100 feet of a Waterbody and to any other development creating 10,000 square feet or more of impervious area." The submittal materials associated with Section 7-203 Protection of Waterbodies delineates the location of the KP 24-8 site and its relationship to waterbodies. None of the proposed Mrs. Ashlee Fechino KP 24-8 Booster Compressor development associated with the construction of the compressor is located within 100 ft. of a waterbody. The compress building, foundation and ancillary components will create an impervious area of approximately 1500 square feet. Based on these thresholds, Section 7- 204.C. is not applicable and has been omitted from this report. Respectfully submitted, 7 David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox(cr�bresnan.net Fox Engineering Solutions, Inc. Page 2 Mrs. Ashlee Fechino KP 24-8 Booster Compressor Runon Protection Diversion Ditch 4- • ♦ *i Tank to be 6 • 300 bbl rercuved —7 Oil Tanks 6S 91W 1 Diversion Ditch ■ 6 • 300 bbl Water Tanks 6 Oki Ad Seiaadlu 3 Low Rasura Sa aral[rs 1 Dehydrator Tributary Basin Area = 4.2 acres Beak Dscharge Ct1�u = 2.1 ct's 100yr= 014 = 0U.1.e15x42I Iltlrnated Dtch Capacity =33 9 cis (Trapezoid -shaped diversion channel 16" deep w Ith 3141V side slopes and slope = 0 0075, Velocity =3 S f tIs 1 i CMP Culvert Esl.ruled Row Capacity = 2;25 cfs (&' corrugated plastic pipe: skpe = 0.10) Legend - E>asttng Roel Existing Pad 4— Diettoi of Flow KP 24-8 Booster Compressor Drainage Plan July 2, 2014 4t' s 0 50 100 200 Feet TAPTrovs,PIC4tdmpeihatlr11679_1f 248_EmdmerCompresaosCoumyPtamN_Exhid s'ameheap mat Tankers T)2(2114 1:125O PIA Fox Engineering Solutions, Inc. Page 3 WPX Energy Rocky Mountain, LLC July 2014 Appendix H 7-206 - Wildland Fire Hazard Susceptibility Index Map KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Garfield County Community Wildfire Protection Plan .= : _ «« Map 7: Wildland Fire Susceptibility Index AAis UN Garfield County, CO bw SIIIII iiihmaurd •Utility Lines j 1 Townships -- Railroads 1 City Limits County Roads -Garfield MI Fire Districts (N/C =Not Covered) NAD83 UTM Zone 13N " a Local Roads - Garfield Wildland Urban Interface Interstate -Expressway Lakes -Reservoirs - Highway -^Streams 0 10 N Miles 9 { r=: k f A f i� fi ��• { $ Wildland Fire Susceptibility Index NR 240,661 Acres Low 1,194,700 Acres Moderate 246,396 Acres ..'� ' a �' �� F� • * �r Nie lt Ni 5 High 145,838 Acres f 1 Very High 65,790 Acres Source: CSFS _ TM I "ry f .• + ..i 1%� b 1e ti T55 ffri, a,y. fit e'lWC 1,._ _,, • I • .v1 1, ,t• �- Allh'7, . T4S ' � r � —✓ z -V' r- a -..- r.. �, ,•,- _ '-#1 mow. i r ti-�YW ,. \ RIFLEFPD l v I - , i ,x � �f. -,�,... - ,.. � � ~ -J r � N/C T�-.-i 1�BURNING MOUNTAINS FPD New caste ��_._ �} _ i \�\ • - e � ... - - --- - � - � 'fir°. !� � ' v. � sl _ ' _ J. 6« 1. ;,-----4---.9 �,- � _.. � - - • .• <�I. ,,;' '' '-r.4 — _ - ,- .. °r r _ _, 'r �-� GLE GS FDS ter, ti� I. nI n. wr= _ ... 9 .a . .. ,. er') :,i•R'. .. ,..40 it � i`n iI -1 Rite 6 - sut -- . _ .. l �" Glen wood Spnn9s' i .. :� „F, .i ... Mw CA, it , yT - •: ., .. swVR � GRAND VALLEY FPD � _.. -_, r ( ..� c rsi�rcr ,? Tes r r„r y ►.-..' �: .. + ?'' .. , % L° -l3 G' ,�` ) N/C ' s7. -_ NIC o � t_. �4r L. '•r"A?..I, ,,'�* LOWER EY NI ... .. r:4 '., :s O yALL C . �.. Q _--A -'fit ` - .- � y sr. - N.-a«r.._ :..:: ter” f� « ,-, - y -. ,�._- . Ir ,' .•::: 4Y•„?'`” rtwfi -J1 _ - �. J l - � I - - .. [a- .rte .�I.. i ...... _ " «/+N' P i- .: '- '. • - _.) ,) _ - .. -., — :•..,q. .g,"Ldw.` fs'7�..� •,. i1:ra •„•6_•.: - - ,y��,II - 771f,1�. At _ _ ..i'L •' .. .;. «,, q ' _:, .. .- < ! r F + , 1f - � ., ' � I #J Jd�I� :. ;. ;:"-y - ;, ,.� $:1C v .s. u M1 ., .. µ,,. ,. ... ' F ? st - ' . ',. db' r ;`' _ aaracn YY - 7�-` -J ` r� _- a, N/C� ..:. T'S *. '.Cg',s ' �?g.ba �'' .. ` :, -= rte_-<rrxer :r.. - ..--..—,1,1S- .” s - s'�^ _._ rl - --- - r "- --; _-^� 1 �- ��_ r 8att�enenc mesa' "`9'• .yh'y5.'-'r q -,�• r,� VP, . ir w '6.+. '.j . I / _, — _ _ , •rW!�8-.-7 S,t 2- ' ii r Fri -'°l' y�i f:.: F . ....., _ _ }'• r. ► r '� . ,, «• ^' L: :,_.. --� l NIC '" II ' CARBONDALE \ AND RURAL FPD R 05, R104W R103W R102W R101W R300W R99W R98W J R97W R95W •d• R94W R93W R92W R91W ft88 IP Legend 11 Road (from Garfield County) C No Risk Existing Road M Low Proposed Compressor Site ® Moderate Township Range Line (Piceance Area) - High nSection Line (Piceance Area) Very High KP 24-8 Booster Compressor Fire Susceptibility Map July 18, 2014 s 0 1,000 2,000 4,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\FireSusceptibilityMap.mxd Atankers 7/18/2014 1:43:17 PM WPX Energy Rocky Mountain, LLC July 2014 Appendix I 7-207 — Natural and Geologic Hazards Report KP 24-8 Booster Compressor Garfield County Land Use Change Permit Administrative Review Fox Engineering Solutions, Inc. July 7, 2014 Ashlee Fechino Regulatory Specialist WPX Energy Rocky Mountain, LLC 1058 County Road 215 Parachute, CO 81635 Re: KP 24-8 Booster Compressor Section 7-108 Garfield County Land Use and Development Code SW %4 Section 8, Township 6 South, Range 91 West, 6th P.M, Garfield County, CO Dear Ashlee, As requested, Fox Engineering Solutions ("FES") has prepared this letter report to address the requirements of Article 7 — Section 108 Use of Land Subject to Natural Hazards, of the Garfield County Land Use and Development Code (LUDC), effective July 15, 2013. It is FES's understanding that WPX Energy is proposing to add a booster compressor to the existing KP 24-8 well pad. The KP 24-8 location is currently, and has for several years, been a producing natural gas well pad. Existing equipment at the site includes both oil and produced water tanks, well heads, separators and dehydrators. The addition of the compressor is not anticipated to alter the use of the site. Neighboring Area The KP 24-8 facility is located on top of Jolly Mesa at an elevation of 6530 ft. MSL. The site sits on the south side of Jolly Mesa. Grasses and sage brush are the dominate vegetation species. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. No natural drainages are located within or adjacent to the facility boundary. Localized drainage is provided by ephemeral drainages located approximately 1500 ft. to the north and south of the site. The facility, topography and drainages are identified on the site maps in appendix A. The site is located in Garfield County within the Rural Zone District which is comprised of the County's rural residential areas, agricultural resource lands, agricultural production areas, and natural resource areas. The adjacent area has historically been used for cattle grazing, mining and natural gas extraction. The KP 24-8 well pad has been utilized for mineral extraction including natural gas and oil for several year. Uses immediately adjacent to the facility include cattle grazing and natural gas extraction well pads. The surrounding area is currently utilized for active oil and gas development, cattle grazing and opens rangeland. The nearest structures include oil and gas wells, associated production equipment and tanks, located at the site and approximately one half mile to the south and northeast. Residential dwellings are located one mile to the north and west. Mrs. Ashlee Fechino KP 24-8 Booster Compressor Local and Regional Geologic Structures The site sits on the south side of Jolly Mesa between Garfield Creek on the east and Divide Creek on the west. The Colorado River is approximately one mile to the north and an un -named drainage is located approximately one half mile south. The natural gradient from the facility slopes gently downward to the west/southwest at a 3 -5% grade. Based on the "Geologic Map of Colorado" compiled by Ogden Tweto, dated 1979, the KP 24-8 is located in a geologic unit denoted as Qgo — older gravels and alluviums (Pre -Bull Lake Age) and possibly underlain by the Wasatch formation. The Qgo unit consists generally of unconsolidated surficial deposits and the Wasatch formation consists generally of claystone, mudstone and sandstone. Tweto's geologic map identifies a fault about 6.5 miles southeast of the site. Geologic Hazards Article 7 — Section 108 Use of Land Subject to Natural Hazards, of the Garfield County LUDC, requires that natural and geologic hazards be identified, and if present, be eliminated or mitigated before development can occur. This includes, but is not limited to; falling rock, landslides, snow slides, mud flows, radiation, flooding, and high water tables. The Colorado State Legislature in 1974 passed House Bill 1041 defining geologic hazards that, if present, may pose a threat to life or property. For the purposes of this report, geologic hazards, as outlined in House Bill 1041 and Section 7-108 of the Garfield County LUDC, are discussed below. 1. Radioactivity: They were no reported or observed conditions that indicate naturally occurring radioactive material or tailings on the site that would affect the design or operations of the facility. 2. Seismic Considerations: The 2000 Uniform Building Code locates the site in seismic zone 1 - low susceptibility to earthquakes. Tweto's geologic map identifies a fault about 6.5 miles southeast of the site. It does not appear that significant hazard from seismic activity exists at the site. 3. Ground Subsidence: The site was constructed entirely in cut or below natural grade. Groundwater was not encountered during construction and no embankments or fills were utilized. Ground subsidence does not appear to be a significant hazard at this site. 4. Landslides: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that landslide hazard does not exist or is low at the facility. 5. Avalanche: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that the hazard of avalanche does not exist or is low at the facility. 6. Rockfall: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. It appears that the hazard of rockfall does not exist or is low at the facility. Fox Engineering Solutions, Inc. Page 2 Mrs. Ashlee Fechino KP 24-8 Booster Compressor 7. Flood: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No natural drainages are located adjacent to the facility. The NRCS indicates the Facility's Flood Frequency Class for the facility location is "None". "None" means that flooding is not probable and the chance of flooding is nearly zero percent in any year. The site may be subject to sheet flow from precipitation events, however, storm water best management practices are in place to mitigate or prevent storm water from entering the facility. It appears that the hazard of a flood does not exist or is low at the facility. 8. Mudflow and Debris Fans: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No mudflow and debris fans are present or adjacent to the facility. It appears that the hazards of mudflow and debris fans does not exist or are low at the facility. 9. Expansive Soil and Rock: The NRCS reports the predominant soil, as classified under the Uniform Soils Classification System is CL, clay. Clays, claystone and mudstone members of the Wasatch formation typically have a high swell potential when wetted. Although the soils have swell potential, it does not appear that would affect the design or operations of the facility. 10. Slopes: The facility is located on a natural 5 - 6 % slope at an elevation of 6160 ft. MSL about 500 ft. to the west of a heavily treed slope. The slope crests approximately 400 ft. vertically above the site with an inclination of about 3 horizontal to 1 vertical or 30 degrees. Risk from moderate or severe slope appears low for the facility. 11. Water Table: The facility is located on top of Jolly Mesa with on a natural 3 - 5% slope consisting of grasses and sage brush. No natural drainages are located adjacent to the facility nor are there any known water table depths. The NRCS indicates the Facility's Flood Frequency Class for the facility location is "None". "None" means that flooding is not probable and the chance of flooding is nearly zero percent in any year. The site may be subject to sheet flow from precipitation events, however, storm water best management practices are in place to mitigate or prevent storm water from entering the facility. It appears that the hazard of a flood does not exist or is low at the facility. It appears that hazards associated with high water tables are not present and have a low probability of impacting the site. Based on analyzes of potential natural and geologic hazards, as outline in this report, it is FES's opinion that these hazards have a low probability of impacting this site and the booster compressor. Mitigation of theses hazards does not appear to be warranted at this time. Should conditions change or discovery of a latent hazard become apparent during the construction of the compressor, reevaluation of the hazard is reco nded. Respectfully submitted, David Fox, P.E. Fox Engineering Solutions, Inc. 670 Canyon Creek Drive Grand Junction, CO 81507 Ph: (970) 250-5505 Email: coloradofox(a�bresnan.net Fox Engineering Solutions, Inc. Page 3 Other Agency Permits WRXRNERGY. Ms. Tamra Allen, Planning Manager Garfield County Community Development Department 108 8th Street Glenwood Springs, Colorado 81601 July 25, 2014 WPX Energy Rocky Mountain, LLC 1058 CR 215 1 Parachute, CO 81635 Office: 970.623.8915 ashlee.fecnino@woxenergy.com WPX Energy Rocky Mountain, LLC — KP 24-8 CDPHE GP -02 General Permit County Land Use Change Permit—Administrative Review Dear Ms. Allen, Please accept this letter as documentation WPX Energy will be applying for a Colorado Air Pollution Control Division Air Pollution Emission Notice (APEN) general permit for this facility as soon as the compressor unit is manufactured. Upon submittal of the general permit, WPX Energy will forward the receipt of submittal to your office. Thank you for your time in reviewing our application. Respectfully, leaftivvro Ashlee Fechino Regulatory Specialist Piceance Asset cc - File - JoDell Mizoue r OM20 (Augustugust 2000 UNITED STATES 7) DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT SUNDRY NOTICES AND REPORTS ON WELLS Do not use this form for proposals to drill or to re-enter an abandoned well. Use form 3160-3 (APD) for such proposals. FORM APPROVED OMB NO. 1004-0135 Expires: July 31, 2010 5. Lease Serial No. C0051146 6. If Indian, Allottee or Tribe Name SUBMIT IN TRIPLICATE - Other instructions on reverse side. 7. If unit or CA/Agreement, Name and/or No. COC73368 1. Type of Well 0 Oil Well ®Gas Well ❑Other 8. Well Name and No. MULTIPLE WELLS MULTIPLE WELLS 2. Name of Operator Contact: REED HADDOCK WPX ENERGY E -Mail: reed.haddock@wpxenergy.com 9. API Well No. 3a. Address 1001 17TH STREET, SUITE 1200 DENVER, CO 80202 3b. Phone No. (include area code) Ph: 303-606-4086 Fx: 303-629-8268 10. Field and Pool, or Exploratory KOKOPELLI 4. Location of Well (Footage, Sec., T., R., M, or Survey Description) Sec 8 T6S R91W Mer 6PM SESW FSL FEL 11. County or Parish, and State GARFIELD COUNTY, CO 12. CHECK APPROPRIATE BOX(ES) TO INDICATE NATURE OF NOTICE, REPORT, OR OTHER DATA TYPE OF SUBMISSION TYPE OF ACTION Notice of Intent ❑ Subsequent Report ❑ Final Abandonment Notice ❑ Acidize ❑ Alter Casing ❑ Casing Repair ❑ Change Plans ❑ Convert to Injection ❑ Deepen ❑ Fracture Treat ❑ New Construction ❑ Plug and Abandon ❑ Plug Back ❑ Production (Start/Resume) ❑ Reclamation ❑ Recomplete ❑ Temporarily Abandon ❑ Water Disposal ❑ Water Shut -Off ❑ Well Integrity ® Other Production Facility Changes 13. Describe Proposed or Completed Operation (clearly state all pertinent details, including estimated starting date of any proposed work and approximate duration thereof. If the proposal is to deepen directionally or recomplete horizontally, give subsurface locations and measured and true vertical depths of all pertinent markers and zones. Attach the Bond under which the work will be performed or provide the Bond No. on file with BLMBIA. Required subsequent reports shall be filed within 30 days following completion of the involved operations. If the operation results in a multiple completion or recompletion in a new interval, a Form 3160-4 shall be filed once testing has been completed. Final Abandonment Notices shall be filed only after all requirements, including reclamation, have been completed, and the operator has determined that the site is ready for final inspection.) WPX Energy proposes to install 1- G3516B Caterpillar booster compressor (compressor), for gas lift, with 1380 horsepower on the KP 24-8 pad to increase velocity of the wells. The 6 Federal wells (and 4 fee wells) that this gas lift compressor will service are listed below. The location of the gas lift compressor and building is shown on the attached Site Plan. We would like to do a one year test then evaluate after a year to see if it is needed long term. Injection gas is pulled from the pipeline downstream of the meters and compressor. An injection meter is installed on each well, the gas goes through the wellbore and back out to the actual sales meter and down the pipeline. The sales meter and injection meter are subtracted to get the net gas produced. It will take approximately 1 week for the compressor to be installed and implemented. Installation 14. I hereby certify that the foregoing is true and correct. Electronic Submission #254919 verifie For WPX ENERGY, sent Name(Printed/Typed) REED HADDOCK d by the BLM Well Information System to the Glenwood Springs Title REGULATORY SPECIALIST STAFF Signature (Electronic Submission) Date 07/29/2014 THIS SPACE FOR FEDERAL OR STATE OFFICE USE Apaoved By Conditions of approval, if any, are attached. Approval of this notice does not warrant or certify that the applicant holds legal or equitable title to those rights in the subject lease which would entitle the applicant to conduct operations thereon. 1 Office Title Date Title 18 U.S.C. Section 1001 and Title 43 U.S.C. Section 1212, make it a crime for any person knowingly and willfully to make to any department or agency of the United States any false, fictitious or fraudulent statements or representations as to any matter wi hin its jurisdiction. ** OPERATOR -SUBMITTED ** OPERATOR -SUBMITTED ** OPERATOR -SUBMITTED ** Additional data for EC transaction #254919 that would not fit on the form 32. Additional remarks, continued is proposed to commence immediately upon receiving approval of this permit from BLM, Garfield County, and COGCC. Approximately 10-12 personnel will be required to install the compressor. Construction traffic will include the following: 1 mobile crane, 3 low boy trucks and 4-5 support pick-up trucks. No additional employees or traffic outside of the normal field operating personnel are anticipated to operate and maintenance this facility after it is installed. The facility will operate 24 hours a day, 7 days a week, 365 days a year. No additional site disturbance is anticipated for installation of the compressor. The compressor building will be a 27? x 49? x 25? non -insulated, steel building. The building will be painted Desert Tan. Also attached to this sundry is a gas analysis from each well as well as a noise study for the compressor. Well Type Fed lease KP 523-8 FED C0051146 KP 323-8 FED C0051146 KP 23-8 FED C0051146 KP 333-8 FED C0051146 KP 11-17 FED C0051146 KP 21-17 FED C0051146 KP 534-8 FEE JOLLEY 8-313D FEE JOLLEY 8-213D FEE KP 324-8 FEE CA COC73368 COC73368 COC73368 COC73368 COC73369 COC73369 COC73369 COC73369 COC73369 COC73369 J 13 24 41 8 KP 24-8 DRILL PAD LOCATION i� ( 18 \ 19 3 Q 17 9 16 Existing Access Road 0 20 Property Boundary J. 7 21 a[. 0 1000 2000 GRAPHIC SCALE IN FEET 1 INCH = 2000 FEET LEGEND BLM Alum. Cap BLMA1um Witness Corner Garfield County Brass Cap Found Stone Monument LS 13501 Alum. Cap LS 14111 Alum. Cap LS 38050 Alum. Cap 0 A PROPERTY DESCRIPTION Township 6 South, Range 91 West of the 6th Principle Meridian Sec. 7; El/25E1/4 Sec. 8; E1/2E1/2, W1/2SW1/4, SE1/4SW1/4, SLU1/4SE1/4 Sec. 17, N1/2, N1/2SW1/4, SE1/4SW1/4, SEI/4 Sec. 18, NE1/4 Sec. 20 E1/2E1/2, NW1/4NE1/4, NE1/4NW1/4, being ±1398 ac. NOTES 1.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. 2.) THE PROPOSED BOOSTER COMPRESSOR BUILDING SITE IS NOT LOCATED WITHIN A 30% SLOPE AREA. 3.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEYBYBOOKCLIFF SURVEY SERVICES, INC. 01? AND OF ITS ASSOCIATES. SURVEYOR'S STATEMENT I, MICHAEL . L -., ,.,1%04,ORN� A REGISTERED LAND SURVEYOR, LICENSED UNDER,.' -'' i �= STATE OF COLORADO DO HEREBY CERTIFY THA }t° • /to/ EREON WAS PREPARED ON THIS DATE JUIN 4,.., 411./4P PO MY DIRECT SUPERVISION AND CHECKING P1311.,01/111 IS et ' ' ' ESENTATION THEREOF. r ¶rr FO, BO x "% S, INC. ! Construction Plan Prepared for: 1"=2000' WPXENERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor Site Plan LEGAL DESCRIPTION WWIJ. LANGHOR AN *&ON BEHALF, iiF SURVEY 1�''L LA RADO REGISTRATION NO. 36572 136Earl 'Third Slred Pelle, Calerado 81650 Ph (970) 625-1330 Fax j920f 625.2773 iii, „„ija BOOK-CLIFF Sury Services, Inc. SCALE: DATE: 7/8/ 15 SHEET: 1 of 3 PROJECT: WPX Kokopeiti DFT: cs N Existing Limit of Disturbance Existing Fence Distance to Nearest Property Boundary 997' Existing Tank (Tia Be Removed) X� X \ ), X�X\ '', X X ioExlst. I +ODUTanks + 75' (min.) -f---2 1 f Existing Flare X nit � I \� ti 7L xis t anks OX 84' t tr• Proposed Booster Compressor and Building (57.6'x25) ••• zk s — Existing Blowdown Vessel Total Existing Pad Area = +1.48 ac Existing Wel/ Heads Edge of Existing Drill Pad 6520 /+/ X L_ Existing Blowdown Vessel Existing Communications Tower X X 0 80 GRAPHIC SCALE IN FEET 1 INCH = 80 FEET /'` /NC' 7L 7t,/ Existing Pipeline Markers Exist. Valve Sets Exist. Blowdown / Valve / / / / 6 // /Q -°a/ /oF/ / /�,aP / 4,4_ / / / z / / /' / / / / / / / + 136 East Third Street Rifle, Colorado 81650 Ph. (970) 625-1330 Fax (970) 625-2773 BOOKCLIFF SuryServices, Inc. SCALE: 1 " = 80' DATE: 7/8/15 SHEET: 2 of 3 PROJECT: WPX Kokopelli DFT: cs Construction Plan Prepared for: IN ANERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor SITE PLAN 12'x40' Continuous Ridge Vent a Cooling Unit Compressor FF Elev. 20' -0" 20' -6" — — � Existing Ground Structural Fill Under all Concrete (By Others) Section A Scale: Horiz.: 1" = 10' Vert. : 1" = 10' 12"x40' Continuous Ridge Vent 12 • FF Bev. 20' -0" 20' -6" Structural Fill Under all Concrete (By Others) Section B Scale: Horiz.: 1" = 10' Vert. : 1" = 10' Existing Ground 136 East Third Street Rifle, Colorado 81650 Ph. (970)625-13.30 Fax (970) 625-277�� BOOKCLIFF SuryServices, Inc. SCALE: As Noted DATE: 7/8/15 SHEET: 3 of 3 PROJECT: WPX Kokopelli DFT: cs Construction Plan Prepared for: mow- WPXENERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor SECTIONS WPXENERG'S! Noise Analysis for proposed KP 24-8 Booster Compressor INTRODUCTION This report describes the results of the noise study done in WPX Energy's Kokopelli Field located in Garfield County, Colorado. The noise survey and evaluation was conducted consistent with the requirements included in Colorado Oil and Gas Conservation Commission (COGCC) Rule 802. A summary of the noise survey data and evaluation results are provided below. DESCRIPTION OF SITE AND PROPOSED GAS BOOSTER COMPRESSOR WPX Energy is proposing to construct the KP 24-8 booster compressor in Garfield County, Colorado. The proposed booster compressor will be placed on the existing KP 24-8 well production facility located on the south side of Interstate -70 off County Road 311. The site is on leased land owned by the Jolley family. The site diagram is included below. Construction Plan Prepared for: Weer s Y- VOX Energy Pocky Mountain, LC KP 248 Booster Compressor SITE PLAN APPLICABLE NOISE REGULATIONS COGCC Rule 802.b.(2) states "In remote locations, where there is no reasonably proximate Building Unit or Designated Outside Activity Area, the light industrial standard may be applicable." The KP 24-8 well production facility and proposed site of the booster compressor is in a remote location and is located more than a mile from the nearest Building Unit or Designated Outside Activity Area. Table 1 details COGCC's zoning designations and permissible noise levels. Table 1 Wage WPXENERGY Noise Analysis for proposed KP 24-8 Booster Compressor Zone 7:00 am to next 7:00 pm 7:00 pm to next 7:00 am Residential/Agricultural/Rural 55 dB(A) 50 dB(A) Commercial 60 dB(A) 55 dB(A) Light Industrial 70 dB(A) 65 dB(A) Industrial 80 dB(A) 75 dB(A) As the proposed booster compressor could operate 24 hours per day, the most stringent nighttime Light Industrial limit of 65 dB(A) may be applicable. SUMMARY OF RESULTS The major noise producing equipment associated with the proposed booster compressor consists of an engine/compressor package. The engine package is an ultra -lean burn, Caterpillar G3516B, with a maximum of 1380 HP at 1400 RPM. This engine is mounted on a pedestal using stainless steel Vibracon SM20SS adjustable chocks. The unit is equipped with "Critical" grade 25-30 dB(A) noise reduction elements by EMIT. The engine/compressor package will be housed in a structure that will provide further noise abatement. On June 19, 2014, WPX Energy conducted a noise survey, in accordance with COGCC Rule 802.c.(4), over a fifteen minute time span. This study was conducted to determine the background noise on the current KP 24-8 well pad location. These results are listed below in Table 2. Table 2 Maximum Minimum Average 60.7 dB(A) 32.5 dA(A) 43.1 dB(A) A noise survey was also performed during 2014 to evaluate potential noise impacts in the area around a similare engine before and after a structure was added to reduce noise levels. The KP 23-17 pad is also located on Jolley Family property and the landuse and topography are similar and near to the proposed compressor booster location. The noise study at the KP 23-17 Well Pad was conducted to determine the noise levels of the Caterpillar 3516B engine being used for gas -lift compression. The results of the study are shown below in Table 3. Table 3 KP 23-17 Noise Results Before Building (dBA) After Building (dBA) North 350' 50 35.1 1 South 350' 52.7 50.7 East 350' 61.1 52.8 West 350' 55.5 43.8 2'Page fPXENEPG Noise Analysis for proposed KP 24-8 Booster Compressor The KP 23-17 Caterpillar engine was below the for Light Industrial permissible noise levels at 350 feet without any noise abatement. WPX Energy chose to construct the building to further abate potential impacts and reduce noise levels. The survey results indicate that the addition of a building is an effective abatement method. Based on the surveys conducted, the KP 24-8 booster compressor is anticipated to be below the permissible levels of the Light Industrial standard as defined by the COGCC. The proposed structure that will house the booster compressor is also anticipated to further reduce noise levels produced by the KP 24-8 booster compressor to similar levels documented in the KP 23-17 survey. 3IPage 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File J S in_pie Information &287958 JOLLEY-8-215D Tim Zeman 62287958 JOLLEY-8-215D 161 77 11.56 System yearly analysis 2014-04-22 12:18:15 62287958 JOLLEY-8-215D APR-22-14a.dat Component Results Component Name Ret. Time Peak Area Norm /0 i Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 61706.0 0.1100 0.0 0.00106 0.000 Methane 0.191 36883312.0 80.9061 819.0 0,44814 0.000 CO2 0.269 3159648.0 4.5255 0.0 0.06876 0.000 Ethane 0.320 6465953.0 8.5861 152.3 0.08914 2.303 Propane 1.005 2796448.0 3.0130 76.0 0.04587 0.833 iso -Butane 0.238 2129476.0 0.7820 25.5 0.01569 0.257 n -Butane 0.254 2533285.0 0.9009 29.5 0.01808 0.285 Iso -Pentane 0.303 1198464.0 0.3806 15.3 0.00948 0.140 n -Pentane 0.324 1060811.0 0.3142 12.6 0.00783 0.114 Hexanes 0.000 960404.0 0.2636 12.6 0.00784 0.109 Heptanes 0.000 442827.0 0.1189 6.6 0.00411 0.055 Octanes 0.000 267233.0 0.0753 4.7 0.00297 0.039 Nonane Plus 0.000 50861.0 0.0238 1.7 0.00105 0.013 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1155.7 0.72004 4.147 Results Summary Result Total Raw Mote% (Dry) Pressure Base (psia) Temperature Base Water Mote% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index J DrYJ 100.8960 14.730 60.0 1155.67 1159.50 0.7221 0.9967 1364.5 Sat. 1.7404 1135.56 1139.77 0.7207 0.9963 1342.6 04/22/2014 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File Sample Information 5. ple Information' 62287960 Jolley 8-313D COLE GRISWOLD 62287960 Jolley 8-313D 155 60 11.56 System Resample 2013-12-05 10:37:57 62287960 decl3.dat Component Results Component Name Ret. Time Peak Area ° Nom 0 Gross HV (Dry) (Btu/Ideal cu. ft.) Relative Density (Dry) GPM (Dry) (Gal./1000 cu. ft.) Nitrogen 0.199 173865.0 0.2931 0.0 0.00283 0.000 Methane 0.207 39015465.0 ' 82.2010 `' 832.2 0.45531 '' 0.000 CO2 0.301 840741.0 1.1617 0.0 0.01765 0.000 Ethane 0.360 7528401.0 9.7071 172.2 0.10078 2.604 Propane 1.226 3934436.0 4.1640 105.0 0.06340 1.151 iso -Butane 0.241 3223100.0 0.9375 30.6 0.01881 0.308 n -Butane 0.255 3249860.0 0.9129 29.9 0.01832 0.289 Iso -Pentane 0.299 992186.0 0.2469 9.9 0.00615 0.091 n -Pentane 0.318 726439.0 0.1692 6.8 0.00421 0.062 Hexanes 0.000 691089.0 0.1456 6.9 0.00433 0.060 Heptanes 0.000 286120.0 0.0492 2.7 0.00170 0.023 Octanes 0.000 41820.0 0.0108 0.7 0.00043 0.006 Nonane Plus 0.000 4886.0 0.0010 0.1 0.00004 0.001 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1196.9 0.69398 4.592 Results Summary Result Dry Sat. Total Raw Mole% (Dry) 101.6580 Pressure Base (psia) 14.730 Water Mole% - 1.7404 Gross Heating Value (Btu / Ideal cu. ft.) 1196.9 1176.0 Gross Heating Value (Btu / Real cu. ft.) 1200.7 1180.3 Relative Density (G), Real 0.6959 0.6949 Compressibility (Z) Factor 0.9968 0.9964 Wobbe Index 1439.3 1415.8 12/05/2013 Diablo Analytical BTU Report Page 1 Sample Report Page 1 of 1 111 ph 01,3 bl ri Meter Name: Field Name: Analyst: Meter Loc. #: Cylinder Pressure: Line Pressure: NAME Nitrogen Methane CO2 Ethane H2S Propane i -Butane n -Butane i -Pentane n -Pentane hexanes heptanes octanes nonanes Ideal Total Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307)352-7292 JOLLEY 8-315D JOLLEY MESA KLIMA 62287962 0 180 Gas Analysis MOLE% 0.0848 86.6255 3.2724 6.3344 0.0000 1.8411 0.5151 0.4876 0.2457 0.2057 0.2218 0.1069 0.0547 0.0043 100.0000 Report Date: Sample Date(s): Flowing Temp: WESTn EnergySet 05/20/2013 12:40 05/20/2013 to 05/20/2013 65 by Chromatograph @14.73 BTU 0.0000 876.9417 0.0000 112.3592 0.0000 46.4311 16.7893 15.9438 9.8530 8.2650 10.5730 5.8959 3.4261 0.3015 1106.7796 Gross BTU/Real Cu Ft. @ 60 deg F Pressure Base = 14.73 14.65 15.025 Dry = 1109.9386 1103.8934 1132.2323 Saturated = 1091.9139 1085.8667 1114.2147 Actual BTU = 1109.9386 1103.8934 1132.2323 Real S. G. = 0.669809 0.669799 0.669848 Compressibility = 0.997154 0.997169 0.997097 Sulfur Content Mercaptans ppm = N/A 1128 ppm = N/A Comments SG 0.0008 0.4798 0.0497 0.0658 0.0000 0.0280 0.0103 0.0098 0.0061 0.0051 0.0066 0.0037 0.0022 0.0002 GPM 0.0 0.0 0.0 1.6936 0.0000 0.5071 0.1685 0.1537 0.0898 0.0745 0.0912 0.0493 0.0280 0.0024 0.6682 2.8582 Gasoline Content Pressure Base = 14.73 Propane GPM = 0.5071 Butane GPM = 0.3222 14# Gasoline GPM = 0.3635 26# Gasoline GPM = 0.5115 Total GPM = 2.8582 Dewpoints H2O #/mmcf= N/A Hydrocarbon °F = N/A @ psig = N/A IMps:/Avww.questar.com/gasi/SampleReportServlet?meterNumber=62287962&sampleDat... 5/29/2013 3000A MicroGC - Agilent WPX Energy Gas Analysis KeL; ('C�( GPA 2145-09 Analysis Calculation fV�0vt /�% �/ L( Sample Information t j Sam le Info nation Sample Name 62336964 KP -11-17 Operator: Tim Zeman Meter Station Number: 62336964 Field Remarks: KP -11-17 Sample Pressure: 156 Sample Temperature: 77 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 11:59:05 Source Data File 62336964 KP -11-17 APR-22-14aa.dat Component Results Component Name Ret, Time Peak Area Norm'° Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 144123.0 0.2582 0.0 0.00250 0.000 Methane 0.191 37107620.0 81.5610 825.7 0.45177 0.000 CO2 0.270 1466731.0 2.1054 0.0 0.03199 0.000 Ethane 0.320 6920742.0 9.2081 163.3 0.09560 2.470 Propane 1.001 3657158.0 3.9486 99.6 0.06012 1.091 iso -Butane 0.238 2582345.0 0.9504 31.0 0.01907 0.312 n -Butane 0.254 2679938.0 0.9544 31.2 0.01915 0.302 iso -Pentane 0.303 1070755.0 0.3406 13.7 0.00848 0.125 n -Pentane 0.324 817839.0 0.2423 9.7 0.00604 0.088 Hexanes 0.000 731045.0 0.2006 9.6 0.00597 0.083 Heptanes 0.000 482087.0 0.1291 7.1 0.00447 0.060 Octanes 0.000 288929.0 0.0814 5.1 0.00321 0.042 Nonane Plus 0.000 41907.0 0.0199 1.4 0.00088 0.011 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1197.3 0.70924 4.584 Results Summary Result Dry ] Sat. j Total Raw Mole% (Dry) 100.6940 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1197.34 1176.50 Gross Heating Value (BTU / Real cu.ft.) 1201.35 1180.91 Relative Density (G), Real 0.7113 0.7101 Compressibility (Z) Factor 0.9967 0.9963 Wobbe Index 1424.4 1401.4 04/22/2014 Diablo Analytical BTU Report Page 1 A 0 Vf(le 1 I'\ �LiILI Salnple Information Sample Name 62336966 KP -21-17 Operator: Tim Zeman Meter Station Number: 62336966 Field Remarks: KP -21-17 Sample Pressure: 159 Sample Temperature: 70 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 10:09:48 Source Data File 62336966 KP -21-17 APR-22-14.dat 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Component Results Component Name Ret. Time Peak Area I Gross HV (Dry) I Relative Gas Norm% (BTU / Ideal cu.ft.) Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.186 130156.0 0.2324 0.0 0.00225 0.000 Methane 0.192 35783320.0 78.6532 796.2 0.43566 0.000 CO2 0.271 1105288.0 1.5861 0.0 0.02410 0.000 Ethane 0.319 8054884.0 10.7171 190.1 0.11126 2.876 Propane 0.995 4798781.0 5.1812 130.7 0.07888 1.432 iso -Butane 0.238 3401240.0 1.2524 40.8 0.02513 0.411 n -Butane 0.253 3618387.0 1.2891 42.2 0.02587 0.408 iso -Pentane 0.303 1323346.0 0.4211 16.9 0.01049 0.155 n -Pentane 0.324 994000.0 0.2950 11.9 0.00735 0.107 Hexanes 0.000 622820.0 0.1708 8.1 0.00508 0.070 Heptanes 0.000 419370.0 0.1122 6.2 0.00388 0.052 Octanes 0.000 265612.0 0.0745 4.7 0.00294 0.038 Nonane Plus 0.000 32538.0 0.0149 1.0 0.00066 0.008 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1248.8 0.73356 5.558 Results Summary Result i Dry____I Sat.l Total Raw Mole% (Dry) 100.6900 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1248.75 1227.02 Gross Heating Value (BTU / Real cu.ft.) 1253.31 1232.01 Relative Density (G), Real 0.7359 0.7343 Compressibility (Z) Factor 0.9964 0.9960 Wobbe Index 1461.0 1437.7 04/22/2014 Diablo Analytical BTU Report Page 1 Gas Sample Analysis - ATS CUASI lceport .2W/v �5 Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis CtuEsrhR Energy Services Company: Meter Number: Meter Label: Field Name: WPX Energy Rocky Mountain, LLC 62336970 KP 23-8 JOLLEY MESA Analyst: CHICOINE Cylinder Pressure: 0 Line Pressure: 152 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: Oct 16, 2013 7:29 AM 10/01/2013 at 13:25:06 10/01/2013 - 10/01/2013 70°F NAME MOLE% BTU SG GPM nitrogen methane co2 ethane h2s propane (butane nbutane ipentane npentane hexanes heptanes octanes nonanes .3413 81.5232 2.6575 9,0043 .0000 3.6789 .9393 .9181 .3207 .2415 .1974 .1144 .0553 .0081 IDEAL TOTAL: 100 0 825.2893 0 159.7178 0 92.779 30.6158 30.0205 12.8606 9.7034 9.4099 6.3095 3.4637 0.568 1180.7373 0.0033 0 0.4516 0 0.0404 0 0.0935 2.4075 0 0 0.056 1.0133 0.0188 0.3073 0.0184 0.2894 0.008 0.1173 0.006 0.0875 0.0059 0.0812 0.004 0.0528 0.0022 0.0283 0.0004 0.0046 0.7084 4.389 Gross BTU / Real Cu Ft © 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: 14.73 1184.6224 1165.3478 1184.6224 0.71043 0.99672 14.65 1178.1675 1158.8908 1178.1675 0.710417 0.996738 15.025 1208.4266 1189.1599 1208.4266 0.710476 0.996655 Pressure: 14.73 Propane GPM: 1.0133 Butane GPM: 0.5967 Gasoline GPM: 0.3956 26# Gasoline GPM: 0.5572 Total GPM: 4.389 Sulfer Content Dewpolnts Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ psig: N/A https://gasiweb.questar.com/reports/gassampleanalysis 20131016072927.htm 10/16/2013 0 I l 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information IJ Sa le Information______ Sample Name 62336976 KP -311-17 Operator: Tim Zeman Meter Station Number: 62336976 Field Remarks: KP -311-17 Sample Pressure: 160 Sample Temperature: 62 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 11:26:42 Source Data File 62336976 KP -311-17 APR-22-14.dat Component Name Nitrogen Methane CO2 Ethane Propane iso -Butane n -Butane iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total: Component Results Ret. 1Peak I Norm%a I Gross HV (Dry) Relative Gas Time Area J (BTU / Ideal cu.ft.) Density (Dry) 0.185 103039.0 0.1852 0.0 0.00179 0.191 37664303.0 82.9804 840.0 0.45963 0.270 2150522.0 3.0939 0.0 0.04701 0.320 6279794.0 8.3748 148.6 0.08695 1.006 2763738.0 2.9904 75.4 0.04553 0.238 1965435.0 0.7247 23.6 0.01454 0.254 1973181.0 0.7048 23.0 0.01414 0.303 906030.0 0.2887 11.6 0.00719 0.324 733448.0 0.2180 8.8 0.00543 0.000 671976.0 0.1852 8.8 0.00551 0.000 511369.0 0.1374 7.6 0.00475 0.000 343600.0 0.0966 6.1 0.00381 0.000 42205.0 0.0199 1.4 0.00088 0.000 0.0 0.0000 0.0 0.00000 100.0000 1154.9 0.69717 Results Summary GPM (Dry) (Gal. / 1000 cu.ft.) 0.000 0.000 0.000 2.246 0.826 0.238 0.223 0.106 0.079 0.076 0.064 0.050 0.011 0.000 3.919 Result Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry Sat. 1 100.4560 14.730 60.0 1.7404 1154.86 1134.76 1158.51 1138.80 0.6991 0.6980 0.9968 0.9965 1385.6 1363.0 04/22/2014 Diablo Analytical BTU Report Page 1 l L 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sam. le Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File 62336972 KP -31-17 Tim Zeman 62336972 KP -31-17 165 59 11.56 System yearly analysis 2014-04-22 09:21:42 62336972 KP -31-17 APR-22-14.dat Component Results Component Name Ret. Time Peak Area Norm% I Gross HV (Dry) (BTU / Ideal cu.ft.) 1 Relative Gas 1 GPM (Dry) DensityD (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 103811.0 0.1841 0.0 0.00178 0.000 Methane 0.191 37404974.0 81.5207 825.3 0.45154 0.000 CO2 0.270 1711471.0 2.4352 0.0 0.03700 0.000 Ethane 0.320 7218617.0 9.5233 168.9 0.09887 2.555 Propane 1.006 3491083.0 3.7370 94.2 0.05690 1.033 Iso -Butane 0.238 2391733.0 0.8725 28.4 0.01751 0.286 n -Butane 0.254 2423310.0 0.8557 28.0 0.01717 0.271 iso -Pentane 0.304 924506.0 0.2915 11.7 0.00726 0.107 n -Pentane 0.325 730541.0 0.2147 8.6 0.00535 0.078 Hexanes 0.000 606653.0 0.1654 7.9 0.00492 0.068 Heptanes 0.000 420782.0 0.1123 6.2 0.00389 0.052 Octanes 0.000 267342.0 0.0748 4.7 0.00295 0.038 Nonane Plus 0.000 27185.0 0.0128 0.9 0.00057 0.007 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1184.8 0.70571 4.495 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (0), Real Compressibility (Z) Factor Wobbe Index Dry 101.5510 14.730 60.0 1184.83 1188.73 0.7077 0.9967 1413.0 Sat. J 1.7404 1164.21 1168.50 0.7065 0.9963 1390.1 04/22/2014 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent Vet, cci WPX Energy Gas Analysis on_ GPA 2145-09 Analysis Calculation Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File L. Sa le Information_____ 62336982 KP -321-17 Tim Zeman 62336982 KP -321-17 156 73 11.56 System yearly analysis 2014-04-22 10:30:12 62336982 KP -321-17 APR-22-14a.dat Component Results CoNameent ime Peak Area Norm%et. i Gross IW (BTU / Ideal(cDuc).) Gas Density (Dry) GPM (Dry) (Gal. / 1000tive Nitrogen 0.186 71055.0 0.1279 0.0 0.00124 0.000 Methane 0.192 36855027.0 81.4872 824.9 0.45136 0.000 CO2 0.270 2561903.0 3.6983 0.0 0.05620 0.000 Ethane 0.320 6952715.0 9.3058 165.1 0.09661 2.496 Propane 1.003 3179180.0 3.4526 87.1 0.05257 0.954 iso -Butane 0.238 1748047.0 0.6474 21.1 0.01299 0.212 n -Butane 0.254 1362832.0 0.4885 16.0 0.00980 0.154 iso -Pentane 0.303 694164.0 0.2218 8.9 0.00553 0.081 n -Pentane 0.324 546927.0 0.1628 6.5 0.00406 0.059 Hexanes 0.000 541169.0 0.1499 7.1 0.00446 0.062 Heptanes 0.000 499457.0 0.1349 7.4 0.00467 0.062 Octanes 0.000 368193.0 0.1039 6.5 0.00410 0.053 Nonane Plus 0.000 41521.0 0.0190 1.3 0.00084 0.011 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1152.0 0.70441 4.146 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry J Sat. 100.0990 14.730 60.0 1152.00 1155.69 0.7064 0.9968 1375.1 1.7404 1131.95 1136,02 0.7052 0.9964 1352.8 04/22/2014 Diablo Analytical BTU Report Page 1 Gas Sample Analysis - ATS GAS1 Keport Applied Technology Services QUESTJR EnergyServices Company: Meter Number: Meter Label: Field Name: 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis WPX Energy Rocky Mountain, LLC 62295571 KP 323-8 JOLLEY MESA Analyst: CHICOINE Cylinder Pressure: 0 Line Pressure: 175 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: Oct 16, 2013 7:31 AM 10/01/2013 at 13:39:22 10/01/2013 - 10/01/2013 67°F NAME MOLE% BTU nitrogen .5814 methane 82.4719 co2 .8861 ethane 9.1862 h2s .0000 propane 3.9373 ibutane 1.0044 nbutane 9629 ipentane .3303 npentane .2462 hexanes .1989 heptanes .1259 octanes .0640 nonanes .0045 IDEAL TOTAL: 100 0 834.8933 0 162.9443 0 99.2956 32.7376 31.4854 13.2455 9.8923 9.4814 6.9438 4.0086 0.3156 1205.2434 SG 0.0056 0.4568 0.0135 0.0954 0 0.0599 0.0202 0.0193 0.0082 0.0061 0.0059 0,0044 0.0025 0.0002 GPM 0 0 0 2.4561 0 1.0844 0.3286 0.3035 0.1208 0.0892 0.0818 0.0581 0.0328 0.0025 0.6981 4.5578 Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: Gross BTU / Real Cu Ft @ 60° F 14.73 1209.2003 1189.5072 1209.2003 0,700066 0.996728 14.65 1202.6116 1182.9163 1202.6116 0.700053 0.996745 15.025 1233,4982 1213,8132 1233.4982 0.700112 0,996662 Gasoline Content Pressure: Propane GPM: Butane GPM: Gasoline GPM: 26# Gasoline GPM: Total GPM: 14.73 1.0844 0.6321 0.4108 0.5784 4.5578 Sulfer Content Dewpoints Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ psig: N/A https://gasiweb.questar.com/reports/gassampleanalysis_20131016073116.htm 10/16/2013 3000A MicroGC -lent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Component Results prpne Ime ., ,Sarrlple:ipformatiori <.. = Sample Name 62336984 KP 324-8 Operator Tim Zeman Meter Station Number: 62336984 Field Remarks: KP 324-8 GC Serial Number: CN10843005 Sample Pressure: 157 Sample Temperature: 67 Atmospheric Pressure: 11.56 Operator System -- Sample Notes 3rd analysis Method Name Williams Extended.met Injection Date 2012-08-08 10:34:41 Report Date 2012-08-08 10:40:28 EZReporter Configuration File GPA 2145-09 Wet WilliamsExtend.cfg Source Data File 62336984 KP 324-8.dat Data Source EZChrom data system connection Component Results prpne Ime ., ��T( ACx Total Raw Mole% _(Dry) _ � 98A 950 (Bf(t 4 TTt al sr �5 sJYiD , Pf Pry .(000�uit,7`_. r� Nitrogen 0.187 -_-153391.0 0.2862 0.0 0.00277 0.000j Methane 0.193 36760268.0 83.1497 841.8 0.46057 0.000 CO2 0.272 -,_ 1126077.0 1.6498 0,0 0.02507 0.000 Ethane 0.322 6521377.0 8.9893 .__ 159.5 0.09333 2.411 Propane 1.007 3099471.0 3.4668 87.4 0.05278 0.958 Iso -Butane 0.237 2089414,0 47933 25.9 0.01592 0.260 n -Butane 0.253 2166978.0 0.7933 25.9 0.01592 0.251 iso -Pentane 0.302 844189.0 0.2750 11.0 0.00685 0.101 n -Pentane 0.323 694967.0 0.2190. 8.8 0.00546 0.080 Hexanes 0.000 641273.0 0.1782 8.5 0.00530 0.073 Heptanes 0.000 419466.0 0.1120 6.2 0.00387 0.052 Octanes 0.000j 289251 .0 0,0723 _._ 4.5 0.00285 0.037 Nonane Plus 0.000 62795.0 0.0153 1.1 0.00068 0.009 Water 0.0001 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1180.5 0.69136 4.232 Results Summary su(t�.v1'�l £ ".-±" ' ,x. .�.� � :��. r,,a_ Dty Total Raw Mole% _(Dry) _ � 98A 950 Pressure Base (psia) �_ 14.730 Water Mole% 1 - 1.7404 Gross Heating Value (BTU / Ideal cu ft.) 1180.5 1160.0 08/08/2012 Diablo Analytical BTU Report Page 1 Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File Component Name Nitrogen Methane CO2 Ethane Propane iso -Butane n -Butane iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total: (, 3000A MlcroGC - Agent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information SamIp a Information _ _ _ 62336988 KP -331-17 Tim Zeman 62336988 KP -331-17 166 66 11.68 System yearly analysis 2014-04-22 09:10:29 62336988 KP -331-17 APR-22-14a.dat Component Results Gross HV (Dry) Relative Gas P (D yu It ) Ret. Peak Norm% (BTU / Ideal cud/:) Density Rry) (Gal. -- Time Ji 880 0.0 0.00150 0.000 0.185 88021.0 0.1552 0.45634 0.000 834.00,000 0.191 37887945.0 82:3859 0.0 0.05140 0.270 2382084.0 3.3827 156.2 0.09144 0.000 0.320 6691225.0 8.8071 56 2 0.09 0.8396 1.011 2841471.0 3. 23 2 0.01427 0233 0.7113799 0.01364 0215 0.6799 22.2 0,2505 10.0 0.00624 0.092 7,7 0.00477 0.070 6 0.1739 8.3 0.00517 0.072 0.1307 7.2 0.00452 0.060 0.0845 5.3 0.00333 0.043 0.0118 0.8 0.00052 0.007 0.0000 0.0 0.00000 0.000 100.0000 3 993 1151.6 0.69936 0.238 1952486.0 0.254 1930165.0 0.304 795784.0 0.325 653761.0 0.000 638628.0 0.000 492264.0 0.000 304331.0 0.000 26496.0 0.000 0.0 Results Summary Dir __Sat._ . Result __- -----' 20 .78.76 Total Raw Mole% (Dry) 101 Pressure Base (psia) 14.730 60.0 Temperature Base 1,7404 Water Mole% 1151.56 404 Gross Heating Value (BTU / Ideal cu.ft.) 1155.56 1131.521135.5 Gross Heating Value (BTU / Real cu.ft.) 155.23 135.54 4 Relative Density (G), Real 0.7013 72 Compressibility (Z) Factor 9 0.99685 0.99655 Wobbe Index Diablo Analytical BTU Report 04/22/2014 Page 1 3000A MIcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation /c)// /1/4/ Sam le Information 62336990 KP 333-8 COLE GRISWOLD 62336990 KP 333-8 150 51 11.56 System Resample 2013-12-05 10:24:09 62336990 decl3.dat Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File Component Results Component Name `.Ret. Time Peak Area Norm% Gross HV (Dry) I Relative I GPM (Dry) (Btu/Ideal cu. ft.) Density (Dry) (Gal./1000 cu. ft.) Nitrogen 0.200 482908.0 0.8215 0.0 0.00795 0.000 Methane 0.207 38900300.0 82.7607 837.8 0.45841 0.000 CO2 0.301 870784.0 1.2148 0.0 0.01846 0.000 Ethane 0.361 6986267.0 9.0969 161.4 0.09444. 2.440 Propane 1.229 3456880,0 3.6942 93.2 0.05624 1.021 Iso -Butane 0.241 3027277.0 0.8890 29.0 0.01784 0.292 n -Butane 0.256 2965756.0 0.8404 27.5 0.01687 0.266 lso-Pentane 0.300 1173427.0 0.2950 11.8 0.00735 0.108 n -Pentane 0.318 893291.0 0.2106 8.5 0.00525 0.077 Hexanes 0.000 571750.0 0.1242 5.9 0.00370 0.051 Heptanes 0.000 197536,0 0.0348 1.9 0.00120 0.016 Octanes 0.000 59203,0 0.0159 1.0 0.00063 0.008 Nonane Plus 0.000 10423.0 0.0020 0.1 0.00009 0.001 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1178.1 0.68842 4.279 Results Summary Result jDry j Sat. j Total Raw Mole% (Dry) 100.6720 Pressure Base (psia) 14.730 Water Mole% - 1.7404 Gross Heating Value (Btu / Ideal cu. ft.) 1178.1 1157.6 Gross Heating Value (Btu / Real cu. ft.) 1181.8 1161.6 Relative Density (G), Real 0.6903 0.6894 Compressibility (Z) Factor 0.9969 0.9965 Wobbe Index 1422.4 1399.1 12/05/2013 Diablo Analytical BTU Report Page 1 3000A MIcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation /,�� Sample Information / Sam e Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File 62336992 KP 334-8 COLE GRISWOLD 62336992 KP 334-8 155 55 11.56 System Resample 2013-12-05 11:54:11 62336992 decl3.dat Component Results Component Name R me Area N% orm(u/Idal coss HV Bt(Dry) Relative Density(Dry) l.1 (Gal../00M 0 cu. ft.) Nitrogen 0.198 212372.0 0.3570 0.0 0.00345 0.000 Methane 0.206 40650406.0 84.2595 853.0. 0.46671 0.000 CO2 0.300 477147.0 0,6232 0.0 0.00947. 0.000 Ethane 0.360 7122460.0 8.9893 159.5 0.09333 2.411 Propane 1.233 3453732.0 3.5735 90.1 0.05441 0.987 iso -Butane 0.241 2793335.0 0.7978 26.0 0.01601 0.262 n -Butane 0.255 2680396.0 0.7354 24.0 0.01476 0.232 iso -Pentane 0.299 1068428.0 0.2614 10.5 0.00651 0.096 n -Pentane 0.317 874518.0 0.1990 8.0 0.00496 0.072 Hexanes 0.000 681535.0 0.1424 6.8 0,00424 0.059 Heptanes 0.000 335213.0 0,0556 3.1 0.00192 0.026 Octanes 0.000 22098.0 0.0059 0.4 0.00023 0.003 Nonane Plus 0.000 1026.0 0.0000 0.0 0.00000 0.000 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1181.3 0.67600 4.148 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psia) Water Mole% Gross Heating Value (Btu / Ideal cu. ft.) Gross Heating Value (Btu / Real cu. ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry Sat. 102.5330 14.730 - 1.7404 1181.3 1160.8 1184.9 1164.8 0.6778 0.6771 0.9969 0.9965 1439.3 1415.5 12/06/2013 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent leo col WPX Energy Gas Analysis �)� r GPA 2145-09 Analysts Calculation L4t.:-.7-ci ci Sample Information _-J Sampib Information___ Sample Name 62336994 KP -411-17 Operator: Tim Zeman Meter Station Number: 62337027 Field Remarks: KP -524-8 Sample Pressure: 165 Sample Temperature: 71 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 11:09:24 Source Data File 62336994 KP -411-17 APR-22-14.dat Component Results Component Name Nitrogen Methane CO2 Ethane Propane Iso -Butane n -Butane iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total Ret. Time Area Norm TU / Ideal(cak Gross HV mit^)j Den) sity (Dry) 0.185 115724.0 0.2075 0.0 0.00201 0.192 37238272.0 82.2367 0.270 1603960.0 2.3130 0.320 6753977.0 9.0283 1,002 3253212.0 3.5283 0.238 2258586.0 0.8352 0.254 2369057.0 0.8482 0.303 979806.0 0.3133 0.324 797353.0 0.2375 0.000 749098.0 0.2065 0.000 548705.0 0.1477 0.000 296629.0 0.0838 0.000 29394.0 0.0140 0.000 0.0 0.0000 100.0000 832.5 0.0 160.1 89.0 27.2 27.7 12.6 9.5 9.8 8.1 5.2 1.0 0.0 1182.9 0.45551 0.03515 0.09373 0.05372 0.01676 0.01702 0.00780 0.00592 0.00614 0.00511 0.00331 0.00062 0.00000 0.70279 GPM (Dry) (Gal. / 1.000 cu.ft.) 0.000 0.000 0.000 2.422 0.975 0.274 0.268 0.115 0.086 0.085 0.068 0.043 0.008 0.000 4.345 Results Summary Result I Ow -I- Sat,._J Total Raw Mole% (Dry) 100.2180 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1182.92 1162.33 Gross Heating Value (BTU / Real cu.ft.) 1186.79 1166.60 Relative Density (G), Real 0.7048 0.7037 Compressibility (Z) Factor 0.9967 0.9963 Wobbe Index 1413.7 1390.7 04/22/2014 Diablo Analytical BTU Report Page 1 IA On 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Lii°9()1 I Sample Information ample Info mallon Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File 62336996 KP -421-17 Tim Zeman 62336996 KP -421-17 149 69 11.56 System yearly analysis 2014-04-22 09:58:40 62336996 KP -421-17 APR-22-14a.dat Component Results Component Name Ret. Time Peak Area Norm% Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 61576.0 0.1096 0.0 0.00106 0.000 Methane 0.192 37490114.0 81.8955 829.1 0.45362 0.000 CO2 0.270 2835576.0 4.0447 0.0 0.06146 0.000 Ethane 0.320 6734250.0 8.9047 158.0 0,09245 2.388 Propane 1.007 2657854,0 2.8514 71.9 0.04341 0.788 Iso -Butane 0.238 1714680.0 0.6277 20.5 0.01260 0.206 n -Butane 0.254 1508808.0 0.5340 17.5 0.01072 0.169 Iso -Pentane 0,303 704540.0 0.2231 8.9 0.00556 0.082 n -Pentane 0,324 678012.0 0.1994 8.0 0.00497 0.072 Hexanes 0.000 1128561.0 0.3079 14.7 0.00916 0.127 Heptanes 0.000 727916.0 0.1944 10.7 0.00673 0.090 Octanes 0.000 324701,0 0.0908 5.7 0.00358 0.047 Nonane Plus 0.000 35703.0 0.0168 1.2 0.00074 0.009 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1146.1 0.70605 3.979 Results Summary Result ___� _Dry_ J_Satj_ Total Raw Mole% (Dry) 101.3170 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1146.06 1126.12 Gross Heating Value (BTU / Real cu.ft.) 1149.74 1130.17 Relative Density (G), Real 0.7080 0.7068 Compressibility (Z) Factor 0.9968 0.9964 Wobbe Index 1366.4 1344.3 04/22/2014 Diablo Analytical BTU Report Page 1 r°(f 1(1. O/' 3000A MlcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sample Information__„__ Sample Name 62337000 KP -423-8 Operator: Tim Zeman Meter Station Number: 62337000 Field Remarks; KP -423-8 Sample Pressure: 158 Sample Temperature: 75 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 12:54:27 Source Data Flle 62337000 KP -423-8 APR-22-14.dat Component Results Component ` Name Ret. Time Peak Area Norm% Gross HV (Dry) J Relative Gas (BTU / Ideal cu.ft,) Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 202505.0 0.3625 0.0 0.00351 0.000 Methane 0.191 37231668.0 81.8365 828.5 0.45329 0.000 CO2 0.271 1048499.0 1.5046 0.0 0.02286 0.000 Ethane 0.319 7198916.0 9.5788 169.9 0.09945 2.570 Propane 1.000 3706118.0 4.0014 100.9 0.06092 1.106 iso -Butane 0.238 2627783.0 0.9673 31,5 0.01941 0.318 n -Butane 0.254 2574450.0 0.9177 30.0 0.01842 0.290 Iso -Pentane 0.303 934716.0 0.2969 11.9 0.00740 0.109 n -Pentane 0.324 686322.0 0.2036 8,2 0.00507 0.074 Hexanes 0.000 422024.0 0.1162 5.5 0.00346 0.048 Heptanes 0.000 331577.0 0.0894 4.9 0.00309 0,041 Octanes 0.000 346486.0 0.0973 6.1 0.00384 0.050 Nonane Plus 0.000 58995.0 0.0278 1.9 0.00123 0.016 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1199.4 0.70194 4.621 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psla) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry Sat:__ 100.6910 14.730 60.0 1.7404 1199.42 1178.64 1203.38 1182.90 0.7040 0,7028 0.9967 0.9963 1434.3 1411.0 04/22/2014 Diablo Analytical BTU Report Page 1 6-1 WPX Energy Gas Analysis 3000A MIcroGC -lent GPA 2145-09 Analysis Calculation Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File L Sample Information Sam le Information 62337002 KP -431-17 Tim Zeman 62337002 KP -431-17 148 70 11.56 System yearly analysis 2014-04-22 09:36:43 62337002 KP -431-17 APR-22-14.dat Component Results Component Name Ret. Time Peak Il Gross HV (Dry) Area Norm% (BTU / Ideal cu,ft.) Relative Gas l GPM (Dry) Density (Dry) J (Gal. / 1000 cu,(t.)J Nitrogen 0.185 99520.0 0.1767 0.0 0.00171 0.000 Methane 0.191 36743513.0 80.2782 812.7 0.44466 0.000 CO2 0.271 1217247.0 1.7364 0,0 0.02638 0.000 Ethane 0.319 7809126.0 10.3278 183.2 0.10722 2.771 Propane 1.002 4001922.0 4.2942 108.3 0.06538 1.187 Iso -Butane 0.238 2786525.0 1.0198 33.2 0.02047 0.335 n -Butane 0.254 3010273.0 1.0662 34.9 0.02140 0.337 Iso -Pentane 0.303 1235285.0 0,3899 15.6 0.00971 0.143 n -Pentane 0.324 1024061.0 0.3021 12.1 0.00753 0.110 Hexanes 0.000 786045.0 0.2142 10.2 0.00637 0.088 Heptanes 0.000 420831.0 0.1125 6.2 0.00389 0.052 Octanes 0.000 226502.0 0.0632 4.0 0.00249 0.032 Nonane Plus 0.000 39817.0 0.0188 1.3 0.00083 0.011 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1221.7 0.71805 5,066 Results Summary Result : 1 Djy j Sat. j Total Raw Mole% (Dry) 101.2990 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1221.74 1200.48 Gross Heating Value (BTU / Real cu.ft.) 1225.99 1205.14 Relative Density (G), Real 0.7202 0.7189 Compressibility (Z) Factor 0.9965 0.9961 Wobbe Index 1444.6 1421.4 04/22/2014 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent fee (c% WPX Energy Gas Analysis (- i. GPA 2145-09 Analysis Calculation t/ /91 /1 Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File J S/ampie information__,_____._ 62337021 KP -523-8 Tim Zeman 62337021 KP -523-8 159 74 11.56 System yearly analysis 2014-04-22 13:19:21 62337021 KP -523-8 APR-22-14aa.dat Component Results Component Name Nitrogen Methane CO2 Ethane Propane Iso -Butane n -Butane Iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total: Ret. Peak Norm%J Gross HV (Dry) Relative Gas GPM (Dry) Time Area (BTU/Ideal cu.ft.) Density (Dry) (Gal. / 1000 cu.ft.) 0.185 158924,0 0.2837 0.0 0.00274 0.000 0.191 37312909,0 81.9175 0.270 1459479.0 2.0921 0.320 6827573.0 9.0735 1.001 3546054.0 3.8240 0.238 2480571.0 0.9116 0.254 2556413.0 0.9096 0.303 983609.0 0.3125 0.324 776296.0 0.2301 0.000 705335.0 0.1934 0.000 515691.0 0.1389 0.000 322421.0 0.0903 0.000 47956.0 0.0228 0.000 0.0 0.0000 100.0000 829.3 0.0 160,9 96.4 29.7 29.7 12.5 9.2 9.2 7.7 5.7 1.6 0.0 1192.0 0.45374 0.03179 0.09420 0.05822 0.01829 0.01825 0.00778 0.00573 0.00575 0.00481 0.00356 0.00101 0.00000 0.70589 0.000 0.000 2.434 1.057 0.299 0.288 0.115 0.084 0.080 0.064 0.046 0.013 0.000 4.479 Results Summary Result_ Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index j_Dryj__ Sal. 100.8100 14.730 60.0 1.7404 1192.03 1171.29 1195.98 1175.63 0.7079 0.7067 0.9967 0.9963 1421.4 1398.4 04/22/2014 Diablo Analytical BTU Report Page 1 (et cad ��f�,► 3000A MlcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sample Information Sample Name 62337027 KP -524-8 Operator: Tim Zeman Meter Station Number: 62337027 Field Remarks: KP -524-8 Sample Pressure: 165 Sample Temperature: 71 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 10:54:43 Source Data File 62337027 KP -524-8 APR-22-14a.dat Component Results Component Name Ret.I - Peak Time Area I Norm c, ' Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas I GPM (Dry) Density (Dry) J (Gal. / 1000 cu.ft.) Nitrogen 0.186 120727.0 0.2165 0.0 0.00209 0.000 Methane 0.192 35585373.0 78.5795 795.5 0.43525 0.000 CO2 0.271 1280236.0 1.8458 0.0 0,02805 0.000 Ethane 0.319 8045378.0 10.7646 190.8 0.11165 2.886 Propane 0.994 4810240.0 5.2172 131.6 0.07943 1.442 iso -Butane 0.238 3146058.0 1.1634 37.9 0.02335 0.382 n -Butane 0.253 3217230.0 1.1514 37.6 0.02311 0.364 Iso -Pentane 0.303 958603.0 0.3063 12.3 0.00763 0.112 n -Pentane 0.324 893194.0 0.2664 10.7 0,00664 0.097 Hexanes 0.000 988209.0 0,2724 13.0 0.00810 0.112 Heptanes 0.000 697011.0 0.1616 8.9 0.00559 0.075 Octanes 0.000 194361.0 0,0549 3.4 0.00217 0.028 Nonane Plus 0.000 22335.0 0.0100 0,7 0.00044 0.006 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1242.4 0.73350 5,505 Results Summary Result _Dry_Sat.J Total Raw Mole% (Dry) 100.2270 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1242.42 1220.80 Gross Heating Value (BTU / Real cu.ft.) 1246.94 1225.74 Relative Density (G), Real 0.7359 0.7342 Compressibility (Z) Factor 0.9964 0.9960 Wobbe Index 1453.6 1430.5 04/22/2014 Diablo Analytical BTU Report Page 1 Gas Sample Analysis - A'I a GAS! Keport -*4' /D .,1,../? Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis QUESTJR EnergyServices Company: Meter Number: Meter Label: Field Name: WPX Energy Rocky Mountaln, LLC 62337029 KP 533-8 JOLLEY MESA Analyst: CHICOINE Cylinder Pressure: 0 Line Pressure: 184 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: 1 aBl. 1 V1 1 Oct 16, 2013 7:24 AM 10/01/2013 at 12:38:09 10/01/2013 - 10/01/2013 73°F NAME MOLE% BTU SG GPM nitrogen methane co2 ethane h2s propane 'butane nbutane (pentane npentane hexanes heptanes octanes nonanes .3838 81.9101 1.0757 9.6147 .0000 4.1676 .9809 .9619 .3074 .2315 .1841 ,1185 .0574 .0064 IDEAL TOTAL: 100 0 829.206 0 170.545 0 105.1036 31.9717 31.4527 12.3272 9.3016 8.7759 6.5357 3,5952 0.4488 1209.2633 0.0037 0.4537 0.0163 0,0998 0 0.0635 0.0197 0.0193 0.0077 0.0058 0.0055 0.0041 0.0023 0.0003 0 0 0 2.5707 0 1.1479 0.3209 0.3032 0.1124 0.0839 0.0757 0.0547 0.0294 0.0036 0.7016 4.7023 Gross BTU / Real Cu Ft @ 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: 14.73 1213.2809 1193.5203 1213.2809 0.703616 0.996689 14.65 1206.6697 1186.9069 1206.6697 0.703603 0,996707 15.025 1237,6618 1217.9093 1237.6618 0.703662 0.996622 Pressure: 14.73 Propane GPM: 1.1479 Butane GPM: 0.6241 Gasoline GPM: 0.3836 26# Gasoline GPM: 0.5401 Total GPM: 4.7023 Suffer Content Dewpoints Mercaptans ppm: N/A 1125 ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ pslg: N/A https://gasiweb.questar.com/reports/gassatnpleanalysis_20131016072414.httn 10/16/2013 Gas Sample Analysis - ATS GAS! Report - - .A*e Applied Technology Services 1210 0 Street, Rock Springs, WY 82901 (307) 352-7292 QuESThR EnergyServices Company: Meter Number: Meter Label: Field Name: Analyst: Cylinder Pressure: Line Pressure: Gas Sample Analysis WPX Energy Rocky Mountain, LLC 62337031 KP 534-8 JOLLEY MESA CHICOINE 0 158 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: Oct 16, 2013 7:43 AM 10/01/2013 at 16:04:14 10/01/2013 - 10/01/2013 74°F NAME MOLE% BTU SG nitrogen methane co2 ethane h2s propane 'butane nbutane [pentane npentane hexanes heptanes octanes nonanes .1038 83.3188 4,2719 7.2090 .0000 2.7464 .7853 .6941 .2174 .1711 .2021 .1803 .0855 .0143 0 843.4668 0 127.8728 0 69.262 25.5963 22.696 8.7181 6.8748 9.6339 9.9441 5.3553 1.0028 0.001 0.4615 0.0649 0.0748 0 0.0418 0.0158 0.0139 0,0054 0.0043 0.006 0.0062 0,0034 0.0006 GPM 0 0 0 1.9275 0 0.7564 0.2569 0.2188 0.0795 0.062 0.0831 0.0832 0.0438 0.008 IDEAL TOTAL: 100 1130.4228 0.6997 3.5192 Gross BTU / Real Cu Ft @ 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: 14.73 1133.9425 1115.5219 1133.9425 0.701597 0.996896 14.65 1127.7649 1109.3422 1127.7649 0.701585 0.996913 15.025 1156.7243 1138.3111 1156.7243 0.701641 0.996834 Pressure: 14,73 Propane GPM: 0.7564 Butane GPM: 0.4757 Gasoline GPM: 0.4013 26# Gasoline GPM: 0.5611 Total GPM: 3.5192 Suffer Content Dewpolnts Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ psig: N/A haps://gasiweb.questar.com/reports/gassampleanalysis_20131016074340.htm 10/16/2013 Gas Sample Analysis - AIN UANI Kepon Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis QUESTmR EnergyServices Company: Meter Number: Meter Label: Field Name: Analyst: Cylinder Pressure: Line Pressure: WPX Energy Rocky Mountain, LLC 62287956 JOLLEY 8-213D JOLLEY MESA CHICOINE 0 150 Gas Analysis by Chromatograph 1 ab'. 1 U1 1 Oct 16, 2013 7:31 AM Sample Date: 10/01/2013 at 13:53:46 Test Dates: 10/01/2013 - 10/01/2013 Flowing Temp: 74°F NAME MOLE% BTU SG GPM nitrogen methane co2 ethane h2s propane (butane nbutane Ipentane npentane hexanes heptanes octanes nonanes .0861 82.4981 4.8279 8.2010 .0000 2.4282 .5197 .5393 .1989 .1818 .2103 .1929 .1080 .0078 0 835.1585 0 145.4689 0 61.2373 16.9392 17.6343 7.9762 7.3047 10.0248 10.6391 6.7645 0.547 0.0008 0.457 0.0734 0.0851 0 0.037 0.0104 0.0108 0.005 0.0045 0.0063 0.0067 0.0043 0.0003 0 0 0 2.1927 0 0.6688 0.17 0.17 0.0727 0.0659 0.0865 0.089 0.0553 0.0044 IDEAL TOTAL: 100 1119.6945 0.7015 3.5752 Gross BTU / Real Cu Ft @ 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: 2: 14.73 1123.1707 1104.933 1123.1707 0.70343 0.996905 14.65 1117.0519 1098.8122 1117.0519 0.703418 0.996922 15.025 1145.7359 1127.5056 1145.7359 0.703474 0.996843 Pressure: 14.73 Propane GPM: 0.6688 Butane GPM: 0.34 Gasoline GPM: 0.4205 26# Gasoline GPM: 0.5875 Total GPM: 3.5752 Sulfer Content Dewpoints Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A psig: N/A https://gasiweb.questar.com/reports/gassampleanalysis_20131016073155.htm 10/16/2013 FORM 4 Rev 04/13 State of Colorado Oil and Gas Conservation Commission 1120 Lincoln Street, Suite 801, Denver, Colorado 80203 Phone: (303) 894-2100 Fax: (303) 894-2109 SUNDRY NOTICE Submit a signed original. This form is to be used for general, technical and environmental sundry information. For proposed or completed operations, describe in full in Comments or provide as an attachment. Identify Well by API Number; identify Oil and Gas Location by Location ID Number; identify other Facility by Facility ID Number. OGCC Operator Number: 96850 Contact Name Reed Haddock Name of Operator: WPX ENERGY ROCKY MOUNTAIN LLC Phone: (303) 606-4086 Address: 1001 17TH STREET - SUITE #1200 Fax: (303) 629-8268 City: DENVER State: CO Zip: 80202 Email: reed.haddock@wpxenergy.com DE ET OE ES Document Number: 400651996 Date Received: Complete the Attachment Checklist OP OGCC API Number : 05- 045 20981 00 OGCC Facility ID Number: 424973 Well/Facility Name: Jolley Well/Facility Number: Location QtrQtr: SESW Section: 8 Township: 6S County: GARFIELD Federal, Indian or State Lease Number: Field Name: KP 23-8 Range: 91W Meridian: 6 KOKOPELLI C0051146 Survey Plat Directional Survey Srfc Eqpmt Diagram Technical Info Page Other CHANGE OF LOCATION OR AS BUILT GPS REPORT Change of Location * As -Built GPS Location Report As -Built GPS Location Report with Survey * Well location change requires new plat. A substantive surface location change may require new Form 2A. SURFACE LOCATION GPS DATA Data must be provided for Change of Surface Location and As Built Reports. Latitude Longitude PDOP Reading GPS Instrument Operator's Name LOCATION CHANGE (all measurements in Feet) Well will be: (Vertical, Directional, Horizontal) Change of Surface Footage From Exterior Section Lines: Change of Surface Footage To Exterior Section Lines: Current Surface Location From QtrQtr New Surface Location To QtrQtr SESW Sec Sec 8 Change of Top of Productive Zone Footage From Exterior Section Lines: Change of Top of Productive Zone Footage To Exterior Section Lines: Current Top of Productive Zone Location From Sec New Top of Productive Zone Location To Sec Change of Bottomhole Footage From Exterior Section Lines: Change of Bottomhole Footage To Exterior Section Lines: Current Bottomhole Location Sec New Bottomhole Location Sec Is location in High Density Area? 8 Distance, in feet, to nearest building property line: Ground Elevation feet Twp Twp , public road: 8 6s Date of Measurement 198 Twp Twp FNL/FSL FSL 6S 2451 Twp Twp 2332 Range Range FSL 6s 2479 Range Range FSL 91w 91W 2299 Range Range FEL/FWL FWL Meridian Meridian FWL 91w 2285 FWL 6 ** ** ** attach deviated drilling plan , above ground utility: , railroad: , lease line: , well in same formation: Surface owner consultation date Date Run: 7/29/2014 Doc (#400651996] Page 1 of 5 CHANGE OR ADD OBJECTIVE FORMATION AND/OR SPACING UNIT Objective Formation Formation Code Spacing Order Number Unit Acreage Unit Configuration OTHER CHANGES I— REMOVE FROM SURFACE BOND Signed surface use agreement is a required attachment CHANGE OF WELL, FACILITY OR OIL & GAS LOCATION NAME OR NUMBER From: Name JOLLEY To: Name Number KP 23-8 Effective Date: Number I` ABANDON PERMIT: Permit can only be abandoned if the permitted operation has NOT been conducted. Field inspection will be conducted to verify site status. WELL:Abandon Application for Permit -to -Drill (Form2) — Well API Number has not been drilled. PIT: Abandon Earthen Pit Permit (Form 15) — COGCC Pit Facility ID Number has not been constructed (Permitted and constructed pit requires closure per Rule 905) CENTRALIZED E&P WASTE MANAGEMENT FACILITY: Abandon Centralized E&P Waste Management Facility Permit (Form 28) — Facility ID Number OIL & GAS LOCATION ID Number: has not been constructed (Constructed facility requires closure per Rule 908) Abandon Oil & Gas Location Assessment (Form 2A) — Location has not been constructed and site will not be used in the future. Keep Oil & Gas Location Assessment (Form 2A) active until expiration date. This site will be used in the future. Surface disturbance from Oil and Gas Operations must be reclaimed per Rule 1003 and Rule 1004. REQUEST FOR CONFIDENTIAL STATUS DIGITAL WELL LOG UPLOAD DOCUMENTS SUBMITTED Purpose of Submission: RECLAMATION INTERIM RECLAMATION Interim Reclamation will commence approximately Per Rule 1003.e.(3) operator shall submit Sundry Notice reporting interim reclamation is complete and site is ready for inspection when vegetation reaches 80% coverage. Interim reclamation complete, site ready for inspection. Per Rule 1003.e(3) describe interim reclamation procedure in Comments below or provide as an attachment and attach required location photographs. Field inspection will be conducted to document Rule 1003.e. compliance FINAL RECLAMATION Final Reclamation will commence approximately Per Rule 1004.c.(4) operator shall submit Sundry Notice reporting final reclamation is complete and site is ready for inspection when vegetation reaches 80% coverage. Final reclamation complete, site ready for inspection. Per Rule 1004.c(4) describe final reclamation procedure in Comments below or provide as an attachment. Field inspection will be conducted to document Rule 1004.c. compliance Date Run: 7/29/2014 Doc [#400651996] Page 2 of 5 Comments: ENGINEERING AND ENVIRONMENTAL WORK Indicate attachment, TECHNICAL COMMENTS: NOTICE OF CONTINUED TEMPORARILY ABANDONED STATUS why the well is temporarily abandoned and describe future plans for utilization in the COMMENTS box below or provide as an as required by Rule 319.b.(3). Date well temporarily abandoned Has Production Equipment been removed from site? Mechanical Integrity Test (MIT) required if shut in longer than 2 years. Date of last MIT SPUD DATE: ENGINEERING AND ENVIRONMENTAL WORK Details of work must be described in full in the COMMENTS below or provided as an attachment. )t NOTICE OF INTENT Approximate Start Date 08/04/2014 REPORT OF WORK DONE Date Work Completed Intent to Recomplete (Form 2 also required) Request to Vent or Flare E&P Waste Mangement Plan Change Drilling Plan Repair Well Beneficial Reuse of E&P Waste Gross Interval Change Rule 502 variance requested. Must provide detailed info regarding request. k Other Gas Lift Status Update/Change of Remediation Plans for Spills and Releases WPX Energy proposes to install 1- G3516B Caterpillar booster compressor (compressor), for gas lift, with 1380 horsepower on the KP 24-8 pad to increase velocity of the wells. The 6 Federal wells (and 4 fee wells) that this gas lift compressor will service are listed below. The location of the gas lift compressor and building is shown on the attached Site Plan. We would like to do a one year test then evaluate after a year to see if it is needed long term. Injection gas is pulled from the pipeline downstream of the meters and compressor. An injection meter is installed on each well, the gas goes through the wellbore and back out to the actual sales meter and down the pipeline. The sales meter and injection meter are subtracted to get the net gas produced. It will take approximately 1 week for the compressor to be installed and implemented. Installation is proposed to commence immediately upon receiving approval of this permit from BLM, Garfield County, and COGCC. Approximately 10-12 personnel will be required to install the compressor. Construction traffic will include the following: 1 mobile crane, 3 low boy trucks and 4-5 support pick- up trucks. No additional employees or traffic outside of the normal field operating personnel are anticipated to operate and maintenance this facility after it is installed. The facility will operate 24 hours a day, 7 days a week, 365 days a year. No additional site disturbance is anticipated for installation of the compressor. The compressor building will be a 27' x 49' x 25' non -insulated, steel building. The building will be painted Desert Tan. Also attached to this sundry is a gas analysis from each well as well as a noise study for the compressor. Well Type Fed lease CA KP 523-8 FED C0051146 COC73368 KP 323-8 FED C0051146 COC73368 KP 23-8 FED C0051146 COC73368 KP 333-8 FED C0051146 COC73368 KP 11-17 FED C0051146 COC73369 KP 21-17 FED C0051146 COC73369 KP 534-8 FEE COC73369 JOLLEY 8-313D FEE COC73369 JOLLEY 8-213D FEE COC73369 KP 324-8 FEE COC73369 Date Run: 7/29/2014 Doc (#400651996] Page 3 of 5 CASING AND CEMENTING CHANGES Casing Type Size Of / Hole Size Of / Casing Wt/Ft Csg/LinTop Setting Depth Sacks of Cement Cement Bottom Cement Top H2S REPORTING Data Fields in this section are intended to document Sample and Location Data associated with the collection of a Gas Sample that is submitted for Laboratory Analysis. Gas Analysis Report must be attached. H2S Concentration: in ppm (parts per million) Date of Measurement or Sample Collection Description of Sample Point: Absolute Open Flow Potential in CFPD (cubic feet per day) Description pipeline of Release Potential and Duration (If flow is not open to the atmosphere, identify the duration in which the container or would likely be opened for servicing operations.): Distance to nearest occupied residence, school, church, park, school bus stop, place of business, or other areas where the public could reasonably be expected to frequent: Distance to nearest Federal, State, County, or municipal road or highway owned and principally maintained for public use: COMMENTS: No BMP/COA Type Best Management Practices Description Date Run: 7/29/2014 Doc (#400651996] Page 4 of 5 Operator I hereby Signed: Comments: General Comments Comment Date certify all statements made in this form are, to the best of my knowledge, true, correct, and complete. Print Name: Reed Haddock Title: Regulatory Specialist Sta Email: reed.haddock@wpxenergy.com Date: Based on the information provided herein, this Sundry Notice (Form 4) complies with COGCC Rules and applicable orders and is hereby approved. COGCC Approved: Date: CONDITIONS OF APPROVAL, IF ANY: Total: 0 comment(s) Date Run: 7/29/2014 Doc (#400651996] Page 5 of 5 User Group Comment General Comments Comment Date Total: 0 comment(s) Att Doc Num Attachment Check List Name 400652003 OTHER 400652005 OTHER 400652006 GAS ANALYSIS REPORT Total Attach: 3 Files Date Run: 7/29/2014 Doc (#400651996] Page 5 of 5 J 13 24 41 8 KP 24-8 DRILL PAD LOCATION i� ( 18 \ 19 3 Q 17 9 16 Existing Access Road 0 20 Property Boundary J. 7 21 a[. 0 1000 2000 GRAPHIC SCALE IN FEET 1 INCH = 2000 FEET LEGEND BLM Alum. Cap BLMA1um Witness Corner Garfield County Brass Cap Found Stone Monument LS 13501 Alum. Cap LS 14111 Alum. Cap LS 38050 Alum. Cap 0 A PROPERTY DESCRIPTION Township 6 South, Range 91 West of the 6th Principle Meridian Sec. 7; El/25E1/4 Sec. 8; E1/2E1/2, W1/2SW1/4, SE1/4SW1/4, SLU1/4SE1/4 Sec. 17, N1/2, N1/2SW1/4, SE1/4SW1/4, SEI/4 Sec. 18, NE1/4 Sec. 20 E1/2E1/2, NW1/4NE1/4, NE1/4NW1/4, being ±1398 ac. NOTES 1.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL. 2.) THE PROPOSED BOOSTER COMPRESSOR BUILDING SITE IS NOT LOCATED WITHIN A 30% SLOPE AREA. 3.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEYBYBOOKCLIFF SURVEY SERVICES, INC. 01? AND OF ITS ASSOCIATES. SURVEYOR'S STATEMENT I, MICHAEL . L -., ,.,1%04,ORN� A REGISTERED LAND SURVEYOR, LICENSED UNDER,.' -'' i �= STATE OF COLORADO DO HEREBY CERTIFY THA }t° • /to/ EREON WAS PREPARED ON THIS DATE JUIN 4,.., 411./4P PO MY DIRECT SUPERVISION AND CHECKING P1311.,01/111 IS et ' ' ' ESENTATION THEREOF. r ¶rr FO, BO x "% S, INC. ! Construction Plan Prepared for: 1"=2000' WPXENERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor Site Plan LEGAL DESCRIPTION WWIJ. LANGHOR AN *&ON BEHALF, iiF SURVEY 1�''L LA RADO REGISTRATION NO. 36572 136Earl 'Third Slred Pelle, Calerado 81650 Ph (970) 625-1330 Fax j920f 625.2773 iii, „„ija BOOK-CLIFF Sury Services, Inc. SCALE: DATE: 7/8/ 15 SHEET: 1 of 3 PROJECT: WPX Kokopeiti DFT: cs N Existing Limit of Disturbance Existing Fence Distance to Nearest Property Boundary 997' Existing Tank (Tia Be Removed) X� X \ ), X�X\ '', X X ioExlst. I +ODUTanks + 75' (min.) -f---2 1 f Existing Flare X nit � I \� ti 7L xis t anks OX 84' t tr• Proposed Booster Compressor and Building (57.6'x25) ••• zk s — Existing Blowdown Vessel Total Existing Pad Area = +1.48 ac Existing Wel/ Heads Edge of Existing Drill Pad 6520 /+/ X L_ Existing Blowdown Vessel Existing Communications Tower X X 0 80 GRAPHIC SCALE IN FEET 1 INCH = 80 FEET /'` /NC' 7L 7t,/ Existing Pipeline Markers Exist. Valve Sets Exist. Blowdown / Valve / / / / 6 // /Q -°a/ /oF/ / /�,aP / 4,4_ / / / z / / /' / / / / / / / + 136 East Third Street Rifle, Colorado 81650 Ph. (970) 625-1330 Fax (970) 625-2773 BOOKCLIFF SuryServices, Inc. SCALE: 1 " = 80' DATE: 7/8/15 SHEET: 2 of 3 PROJECT: WPX Kokopelli DFT: cs Construction Plan Prepared for: IN ANERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor SITE PLAN 12'x40' Continuous Ridge Vent a Cooling Unit Compressor FF Elev. 20' -0" 20' -6" — — � Existing Ground Structural Fill Under all Concrete (By Others) Section A Scale: Horiz.: 1" = 10' Vert. : 1" = 10' 12"x40' Continuous Ridge Vent 12 • FF Bev. 20' -0" 20' -6" Structural Fill Under all Concrete (By Others) Section B Scale: Horiz.: 1" = 10' Vert. : 1" = 10' Existing Ground 136 East Third Street Rifle, Colorado 81650 Ph. (970)625-13.30 Fax (970) 625-277�� BOOKCLIFF SuryServices, Inc. SCALE: As Noted DATE: 7/8/15 SHEET: 3 of 3 PROJECT: WPX Kokopelli DFT: cs Construction Plan Prepared for: mow- WPXENERGY WPX Energy Rocky Mountain, LLC KP 24-8 Booster Compressor SECTIONS WPXENERG'S! Noise Analysis for proposed KP 24-8 Booster Compressor INTRODUCTION This report describes the results of the noise study done in WPX Energy's Kokopelli Field located in Garfield County, Colorado. The noise survey and evaluation was conducted consistent with the requirements included in Colorado Oil and Gas Conservation Commission (COGCC) Rule 802. A summary of the noise survey data and evaluation results are provided below. DESCRIPTION OF SITE AND PROPOSED GAS BOOSTER COMPRESSOR WPX Energy is proposing to construct the KP 24-8 booster compressor in Garfield County, Colorado. The proposed booster compressor will be placed on the existing KP 24-8 well production facility located on the south side of Interstate -70 off County Road 311. The site is on leased land owned by the Jolley family. The site diagram is included below. Construction Plan Prepared for: Weer s Y- VOX Energy Pocky Mountain, LC KP 248 Booster Compressor SITE PLAN APPLICABLE NOISE REGULATIONS COGCC Rule 802.b.(2) states "In remote locations, where there is no reasonably proximate Building Unit or Designated Outside Activity Area, the light industrial standard may be applicable." The KP 24-8 well production facility and proposed site of the booster compressor is in a remote location and is located more than a mile from the nearest Building Unit or Designated Outside Activity Area. Table 1 details COGCC's zoning designations and permissible noise levels. Table 1 Wage WPXENERGY Noise Analysis for proposed KP 24-8 Booster Compressor Zone 7:00 am to next 7:00 pm 7:00 pm to next 7:00 am Residential/Agricultural/Rural 55 dB(A) 50 dB(A) Commercial 60 dB(A) 55 dB(A) Light Industrial 70 dB(A) 65 dB(A) Industrial 80 dB(A) 75 dB(A) As the proposed booster compressor could operate 24 hours per day, the most stringent nighttime Light Industrial limit of 65 dB(A) may be applicable. SUMMARY OF RESULTS The major noise producing equipment associated with the proposed booster compressor consists of an engine/compressor package. The engine package is an ultra -lean burn, Caterpillar G3516B, with a maximum of 1380 HP at 1400 RPM. This engine is mounted on a pedestal using stainless steel Vibracon SM20SS adjustable chocks. The unit is equipped with "Critical" grade 25-30 dB(A) noise reduction elements by EMIT. The engine/compressor package will be housed in a structure that will provide further noise abatement. On June 19, 2014, WPX Energy conducted a noise survey, in accordance with COGCC Rule 802.c.(4), over a fifteen minute time span. This study was conducted to determine the background noise on the current KP 24-8 well pad location. These results are listed below in Table 2. Table 2 Maximum Minimum Average 60.7 dB(A) 32.5 dA(A) 43.1 dB(A) A noise survey was also performed during 2014 to evaluate potential noise impacts in the area around a similare engine before and after a structure was added to reduce noise levels. The KP 23-17 pad is also located on Jolley Family property and the landuse and topography are similar and near to the proposed compressor booster location. The noise study at the KP 23-17 Well Pad was conducted to determine the noise levels of the Caterpillar 3516B engine being used for gas -lift compression. The results of the study are shown below in Table 3. Table 3 KP 23-17 Noise Results Before Building (dBA) After Building (dBA) North 350' 50 35.1 1 South 350' 52.7 50.7 East 350' 61.1 52.8 West 350' 55.5 43.8 2'Page fPXENEPG Noise Analysis for proposed KP 24-8 Booster Compressor The KP 23-17 Caterpillar engine was below the for Light Industrial permissible noise levels at 350 feet without any noise abatement. WPX Energy chose to construct the building to further abate potential impacts and reduce noise levels. The survey results indicate that the addition of a building is an effective abatement method. Based on the surveys conducted, the KP 24-8 booster compressor is anticipated to be below the permissible levels of the Light Industrial standard as defined by the COGCC. The proposed structure that will house the booster compressor is also anticipated to further reduce noise levels produced by the KP 24-8 booster compressor to similar levels documented in the KP 23-17 survey. 3IPage 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File J S in_pie Information &287958 JOLLEY-8-215D Tim Zeman 62287958 JOLLEY-8-215D 161 77 11.56 System yearly analysis 2014-04-22 12:18:15 62287958 JOLLEY-8-215D APR-22-14a.dat Component Results Component Name Ret. Time Peak Area Norm /0 i Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 61706.0 0.1100 0.0 0.00106 0.000 Methane 0.191 36883312.0 80.9061 819.0 0,44814 0.000 CO2 0.269 3159648.0 4.5255 0.0 0.06876 0.000 Ethane 0.320 6465953.0 8.5861 152.3 0.08914 2.303 Propane 1.005 2796448.0 3.0130 76.0 0.04587 0.833 iso -Butane 0.238 2129476.0 0.7820 25.5 0.01569 0.257 n -Butane 0.254 2533285.0 0.9009 29.5 0.01808 0.285 Iso -Pentane 0.303 1198464.0 0.3806 15.3 0.00948 0.140 n -Pentane 0.324 1060811.0 0.3142 12.6 0.00783 0.114 Hexanes 0.000 960404.0 0.2636 12.6 0.00784 0.109 Heptanes 0.000 442827.0 0.1189 6.6 0.00411 0.055 Octanes 0.000 267233.0 0.0753 4.7 0.00297 0.039 Nonane Plus 0.000 50861.0 0.0238 1.7 0.00105 0.013 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1155.7 0.72004 4.147 Results Summary Result Total Raw Mote% (Dry) Pressure Base (psia) Temperature Base Water Mote% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index J DrYJ 100.8960 14.730 60.0 1155.67 1159.50 0.7221 0.9967 1364.5 Sat. 1.7404 1135.56 1139.77 0.7207 0.9963 1342.6 04/22/2014 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File Sample Information 5. ple Information' 62287960 Jolley 8-313D COLE GRISWOLD 62287960 Jolley 8-313D 155 60 11.56 System Resample 2013-12-05 10:37:57 62287960 decl3.dat Component Results Component Name Ret. Time Peak Area ° Nom 0 Gross HV (Dry) (Btu/Ideal cu. ft.) Relative Density (Dry) GPM (Dry) (Gal./1000 cu. ft.) Nitrogen 0.199 173865.0 0.2931 0.0 0.00283 0.000 Methane 0.207 39015465.0 ' 82.2010 `' 832.2 0.45531 '' 0.000 CO2 0.301 840741.0 1.1617 0.0 0.01765 0.000 Ethane 0.360 7528401.0 9.7071 172.2 0.10078 2.604 Propane 1.226 3934436.0 4.1640 105.0 0.06340 1.151 iso -Butane 0.241 3223100.0 0.9375 30.6 0.01881 0.308 n -Butane 0.255 3249860.0 0.9129 29.9 0.01832 0.289 Iso -Pentane 0.299 992186.0 0.2469 9.9 0.00615 0.091 n -Pentane 0.318 726439.0 0.1692 6.8 0.00421 0.062 Hexanes 0.000 691089.0 0.1456 6.9 0.00433 0.060 Heptanes 0.000 286120.0 0.0492 2.7 0.00170 0.023 Octanes 0.000 41820.0 0.0108 0.7 0.00043 0.006 Nonane Plus 0.000 4886.0 0.0010 0.1 0.00004 0.001 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1196.9 0.69398 4.592 Results Summary Result Dry Sat. Total Raw Mole% (Dry) 101.6580 Pressure Base (psia) 14.730 Water Mole% - 1.7404 Gross Heating Value (Btu / Ideal cu. ft.) 1196.9 1176.0 Gross Heating Value (Btu / Real cu. ft.) 1200.7 1180.3 Relative Density (G), Real 0.6959 0.6949 Compressibility (Z) Factor 0.9968 0.9964 Wobbe Index 1439.3 1415.8 12/05/2013 Diablo Analytical BTU Report Page 1 Sample Report Page 1 of 1 111 ph 01,3 bl ri Meter Name: Field Name: Analyst: Meter Loc. #: Cylinder Pressure: Line Pressure: NAME Nitrogen Methane CO2 Ethane H2S Propane i -Butane n -Butane i -Pentane n -Pentane hexanes heptanes octanes nonanes Ideal Total Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307)352-7292 JOLLEY 8-315D JOLLEY MESA KLIMA 62287962 0 180 Gas Analysis MOLE% 0.0848 86.6255 3.2724 6.3344 0.0000 1.8411 0.5151 0.4876 0.2457 0.2057 0.2218 0.1069 0.0547 0.0043 100.0000 Report Date: Sample Date(s): Flowing Temp: WESTn EnergySet 05/20/2013 12:40 05/20/2013 to 05/20/2013 65 by Chromatograph @14.73 BTU 0.0000 876.9417 0.0000 112.3592 0.0000 46.4311 16.7893 15.9438 9.8530 8.2650 10.5730 5.8959 3.4261 0.3015 1106.7796 Gross BTU/Real Cu Ft. @ 60 deg F Pressure Base = 14.73 14.65 15.025 Dry = 1109.9386 1103.8934 1132.2323 Saturated = 1091.9139 1085.8667 1114.2147 Actual BTU = 1109.9386 1103.8934 1132.2323 Real S. G. = 0.669809 0.669799 0.669848 Compressibility = 0.997154 0.997169 0.997097 Sulfur Content Mercaptans ppm = N/A 1128 ppm = N/A Comments SG 0.0008 0.4798 0.0497 0.0658 0.0000 0.0280 0.0103 0.0098 0.0061 0.0051 0.0066 0.0037 0.0022 0.0002 GPM 0.0 0.0 0.0 1.6936 0.0000 0.5071 0.1685 0.1537 0.0898 0.0745 0.0912 0.0493 0.0280 0.0024 0.6682 2.8582 Gasoline Content Pressure Base = 14.73 Propane GPM = 0.5071 Butane GPM = 0.3222 14# Gasoline GPM = 0.3635 26# Gasoline GPM = 0.5115 Total GPM = 2.8582 Dewpoints H2O #/mmcf= N/A Hydrocarbon °F = N/A @ psig = N/A IMps:/Avww.questar.com/gasi/SampleReportServlet?meterNumber=62287962&sampleDat... 5/29/2013 3000A MicroGC - Agilent WPX Energy Gas Analysis KeL; ('C�( GPA 2145-09 Analysis Calculation fV�0vt /�% �/ L( Sample Information t j Sam le Info nation Sample Name 62336964 KP -11-17 Operator: Tim Zeman Meter Station Number: 62336964 Field Remarks: KP -11-17 Sample Pressure: 156 Sample Temperature: 77 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 11:59:05 Source Data File 62336964 KP -11-17 APR-22-14aa.dat Component Results Component Name Ret, Time Peak Area Norm'° Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 144123.0 0.2582 0.0 0.00250 0.000 Methane 0.191 37107620.0 81.5610 825.7 0.45177 0.000 CO2 0.270 1466731.0 2.1054 0.0 0.03199 0.000 Ethane 0.320 6920742.0 9.2081 163.3 0.09560 2.470 Propane 1.001 3657158.0 3.9486 99.6 0.06012 1.091 iso -Butane 0.238 2582345.0 0.9504 31.0 0.01907 0.312 n -Butane 0.254 2679938.0 0.9544 31.2 0.01915 0.302 iso -Pentane 0.303 1070755.0 0.3406 13.7 0.00848 0.125 n -Pentane 0.324 817839.0 0.2423 9.7 0.00604 0.088 Hexanes 0.000 731045.0 0.2006 9.6 0.00597 0.083 Heptanes 0.000 482087.0 0.1291 7.1 0.00447 0.060 Octanes 0.000 288929.0 0.0814 5.1 0.00321 0.042 Nonane Plus 0.000 41907.0 0.0199 1.4 0.00088 0.011 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1197.3 0.70924 4.584 Results Summary Result Dry ] Sat. j Total Raw Mole% (Dry) 100.6940 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1197.34 1176.50 Gross Heating Value (BTU / Real cu.ft.) 1201.35 1180.91 Relative Density (G), Real 0.7113 0.7101 Compressibility (Z) Factor 0.9967 0.9963 Wobbe Index 1424.4 1401.4 04/22/2014 Diablo Analytical BTU Report Page 1 A 0 Vf(le 1 I'\ �LiILI Salnple Information Sample Name 62336966 KP -21-17 Operator: Tim Zeman Meter Station Number: 62336966 Field Remarks: KP -21-17 Sample Pressure: 159 Sample Temperature: 70 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 10:09:48 Source Data File 62336966 KP -21-17 APR-22-14.dat 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Component Results Component Name Ret. Time Peak Area I Gross HV (Dry) I Relative Gas Norm% (BTU / Ideal cu.ft.) Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.186 130156.0 0.2324 0.0 0.00225 0.000 Methane 0.192 35783320.0 78.6532 796.2 0.43566 0.000 CO2 0.271 1105288.0 1.5861 0.0 0.02410 0.000 Ethane 0.319 8054884.0 10.7171 190.1 0.11126 2.876 Propane 0.995 4798781.0 5.1812 130.7 0.07888 1.432 iso -Butane 0.238 3401240.0 1.2524 40.8 0.02513 0.411 n -Butane 0.253 3618387.0 1.2891 42.2 0.02587 0.408 iso -Pentane 0.303 1323346.0 0.4211 16.9 0.01049 0.155 n -Pentane 0.324 994000.0 0.2950 11.9 0.00735 0.107 Hexanes 0.000 622820.0 0.1708 8.1 0.00508 0.070 Heptanes 0.000 419370.0 0.1122 6.2 0.00388 0.052 Octanes 0.000 265612.0 0.0745 4.7 0.00294 0.038 Nonane Plus 0.000 32538.0 0.0149 1.0 0.00066 0.008 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1248.8 0.73356 5.558 Results Summary Result i Dry____I Sat.l Total Raw Mole% (Dry) 100.6900 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1248.75 1227.02 Gross Heating Value (BTU / Real cu.ft.) 1253.31 1232.01 Relative Density (G), Real 0.7359 0.7343 Compressibility (Z) Factor 0.9964 0.9960 Wobbe Index 1461.0 1437.7 04/22/2014 Diablo Analytical BTU Report Page 1 Gas Sample Analysis - ATS CUASI lceport .2W/v �5 Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis CtuEsrhR Energy Services Company: Meter Number: Meter Label: Field Name: WPX Energy Rocky Mountain, LLC 62336970 KP 23-8 JOLLEY MESA Analyst: CHICOINE Cylinder Pressure: 0 Line Pressure: 152 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: Oct 16, 2013 7:29 AM 10/01/2013 at 13:25:06 10/01/2013 - 10/01/2013 70°F NAME MOLE% BTU SG GPM nitrogen methane co2 ethane h2s propane (butane nbutane ipentane npentane hexanes heptanes octanes nonanes .3413 81.5232 2.6575 9,0043 .0000 3.6789 .9393 .9181 .3207 .2415 .1974 .1144 .0553 .0081 IDEAL TOTAL: 100 0 825.2893 0 159.7178 0 92.779 30.6158 30.0205 12.8606 9.7034 9.4099 6.3095 3.4637 0.568 1180.7373 0.0033 0 0.4516 0 0.0404 0 0.0935 2.4075 0 0 0.056 1.0133 0.0188 0.3073 0.0184 0.2894 0.008 0.1173 0.006 0.0875 0.0059 0.0812 0.004 0.0528 0.0022 0.0283 0.0004 0.0046 0.7084 4.389 Gross BTU / Real Cu Ft © 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: 14.73 1184.6224 1165.3478 1184.6224 0.71043 0.99672 14.65 1178.1675 1158.8908 1178.1675 0.710417 0.996738 15.025 1208.4266 1189.1599 1208.4266 0.710476 0.996655 Pressure: 14.73 Propane GPM: 1.0133 Butane GPM: 0.5967 Gasoline GPM: 0.3956 26# Gasoline GPM: 0.5572 Total GPM: 4.389 Sulfer Content Dewpolnts Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ psig: N/A https://gasiweb.questar.com/reports/gassampleanalysis 20131016072927.htm 10/16/2013 0 I l 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information IJ Sa le Information______ Sample Name 62336976 KP -311-17 Operator: Tim Zeman Meter Station Number: 62336976 Field Remarks: KP -311-17 Sample Pressure: 160 Sample Temperature: 62 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 11:26:42 Source Data File 62336976 KP -311-17 APR-22-14.dat Component Name Nitrogen Methane CO2 Ethane Propane iso -Butane n -Butane iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total: Component Results Ret. 1Peak I Norm%a I Gross HV (Dry) Relative Gas Time Area J (BTU / Ideal cu.ft.) Density (Dry) 0.185 103039.0 0.1852 0.0 0.00179 0.191 37664303.0 82.9804 840.0 0.45963 0.270 2150522.0 3.0939 0.0 0.04701 0.320 6279794.0 8.3748 148.6 0.08695 1.006 2763738.0 2.9904 75.4 0.04553 0.238 1965435.0 0.7247 23.6 0.01454 0.254 1973181.0 0.7048 23.0 0.01414 0.303 906030.0 0.2887 11.6 0.00719 0.324 733448.0 0.2180 8.8 0.00543 0.000 671976.0 0.1852 8.8 0.00551 0.000 511369.0 0.1374 7.6 0.00475 0.000 343600.0 0.0966 6.1 0.00381 0.000 42205.0 0.0199 1.4 0.00088 0.000 0.0 0.0000 0.0 0.00000 100.0000 1154.9 0.69717 Results Summary GPM (Dry) (Gal. / 1000 cu.ft.) 0.000 0.000 0.000 2.246 0.826 0.238 0.223 0.106 0.079 0.076 0.064 0.050 0.011 0.000 3.919 Result Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry Sat. 1 100.4560 14.730 60.0 1.7404 1154.86 1134.76 1158.51 1138.80 0.6991 0.6980 0.9968 0.9965 1385.6 1363.0 04/22/2014 Diablo Analytical BTU Report Page 1 l L 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sam. le Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File 62336972 KP -31-17 Tim Zeman 62336972 KP -31-17 165 59 11.56 System yearly analysis 2014-04-22 09:21:42 62336972 KP -31-17 APR-22-14.dat Component Results Component Name Ret. Time Peak Area Norm% I Gross HV (Dry) (BTU / Ideal cu.ft.) 1 Relative Gas 1 GPM (Dry) DensityD (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 103811.0 0.1841 0.0 0.00178 0.000 Methane 0.191 37404974.0 81.5207 825.3 0.45154 0.000 CO2 0.270 1711471.0 2.4352 0.0 0.03700 0.000 Ethane 0.320 7218617.0 9.5233 168.9 0.09887 2.555 Propane 1.006 3491083.0 3.7370 94.2 0.05690 1.033 Iso -Butane 0.238 2391733.0 0.8725 28.4 0.01751 0.286 n -Butane 0.254 2423310.0 0.8557 28.0 0.01717 0.271 iso -Pentane 0.304 924506.0 0.2915 11.7 0.00726 0.107 n -Pentane 0.325 730541.0 0.2147 8.6 0.00535 0.078 Hexanes 0.000 606653.0 0.1654 7.9 0.00492 0.068 Heptanes 0.000 420782.0 0.1123 6.2 0.00389 0.052 Octanes 0.000 267342.0 0.0748 4.7 0.00295 0.038 Nonane Plus 0.000 27185.0 0.0128 0.9 0.00057 0.007 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1184.8 0.70571 4.495 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (0), Real Compressibility (Z) Factor Wobbe Index Dry 101.5510 14.730 60.0 1184.83 1188.73 0.7077 0.9967 1413.0 Sat. J 1.7404 1164.21 1168.50 0.7065 0.9963 1390.1 04/22/2014 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent Vet, cci WPX Energy Gas Analysis on_ GPA 2145-09 Analysis Calculation Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File L. Sa le Information_____ 62336982 KP -321-17 Tim Zeman 62336982 KP -321-17 156 73 11.56 System yearly analysis 2014-04-22 10:30:12 62336982 KP -321-17 APR-22-14a.dat Component Results CoNameent ime Peak Area Norm%et. i Gross IW (BTU / Ideal(cDuc).) Gas Density (Dry) GPM (Dry) (Gal. / 1000tive Nitrogen 0.186 71055.0 0.1279 0.0 0.00124 0.000 Methane 0.192 36855027.0 81.4872 824.9 0.45136 0.000 CO2 0.270 2561903.0 3.6983 0.0 0.05620 0.000 Ethane 0.320 6952715.0 9.3058 165.1 0.09661 2.496 Propane 1.003 3179180.0 3.4526 87.1 0.05257 0.954 iso -Butane 0.238 1748047.0 0.6474 21.1 0.01299 0.212 n -Butane 0.254 1362832.0 0.4885 16.0 0.00980 0.154 iso -Pentane 0.303 694164.0 0.2218 8.9 0.00553 0.081 n -Pentane 0.324 546927.0 0.1628 6.5 0.00406 0.059 Hexanes 0.000 541169.0 0.1499 7.1 0.00446 0.062 Heptanes 0.000 499457.0 0.1349 7.4 0.00467 0.062 Octanes 0.000 368193.0 0.1039 6.5 0.00410 0.053 Nonane Plus 0.000 41521.0 0.0190 1.3 0.00084 0.011 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1152.0 0.70441 4.146 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry J Sat. 100.0990 14.730 60.0 1152.00 1155.69 0.7064 0.9968 1375.1 1.7404 1131.95 1136,02 0.7052 0.9964 1352.8 04/22/2014 Diablo Analytical BTU Report Page 1 Gas Sample Analysis - ATS GAS1 Keport Applied Technology Services QUESTJR EnergyServices Company: Meter Number: Meter Label: Field Name: 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis WPX Energy Rocky Mountain, LLC 62295571 KP 323-8 JOLLEY MESA Analyst: CHICOINE Cylinder Pressure: 0 Line Pressure: 175 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: Oct 16, 2013 7:31 AM 10/01/2013 at 13:39:22 10/01/2013 - 10/01/2013 67°F NAME MOLE% BTU nitrogen .5814 methane 82.4719 co2 .8861 ethane 9.1862 h2s .0000 propane 3.9373 ibutane 1.0044 nbutane 9629 ipentane .3303 npentane .2462 hexanes .1989 heptanes .1259 octanes .0640 nonanes .0045 IDEAL TOTAL: 100 0 834.8933 0 162.9443 0 99.2956 32.7376 31.4854 13.2455 9.8923 9.4814 6.9438 4.0086 0.3156 1205.2434 SG 0.0056 0.4568 0.0135 0.0954 0 0.0599 0.0202 0.0193 0.0082 0.0061 0.0059 0,0044 0.0025 0.0002 GPM 0 0 0 2.4561 0 1.0844 0.3286 0.3035 0.1208 0.0892 0.0818 0.0581 0.0328 0.0025 0.6981 4.5578 Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: Gross BTU / Real Cu Ft @ 60° F 14.73 1209.2003 1189.5072 1209.2003 0,700066 0.996728 14.65 1202.6116 1182.9163 1202.6116 0.700053 0.996745 15.025 1233,4982 1213,8132 1233.4982 0.700112 0,996662 Gasoline Content Pressure: Propane GPM: Butane GPM: Gasoline GPM: 26# Gasoline GPM: Total GPM: 14.73 1.0844 0.6321 0.4108 0.5784 4.5578 Sulfer Content Dewpoints Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ psig: N/A https://gasiweb.questar.com/reports/gassampleanalysis_20131016073116.htm 10/16/2013 3000A MicroGC -lent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Component Results prpne Ime ., ,Sarrlple:ipformatiori <.. = Sample Name 62336984 KP 324-8 Operator Tim Zeman Meter Station Number: 62336984 Field Remarks: KP 324-8 GC Serial Number: CN10843005 Sample Pressure: 157 Sample Temperature: 67 Atmospheric Pressure: 11.56 Operator System -- Sample Notes 3rd analysis Method Name Williams Extended.met Injection Date 2012-08-08 10:34:41 Report Date 2012-08-08 10:40:28 EZReporter Configuration File GPA 2145-09 Wet WilliamsExtend.cfg Source Data File 62336984 KP 324-8.dat Data Source EZChrom data system connection Component Results prpne Ime ., ��T( ACx Total Raw Mole% _(Dry) _ � 98A 950 (Bf(t 4 TTt al sr �5 sJYiD , Pf Pry .(000�uit,7`_. r� Nitrogen 0.187 -_-153391.0 0.2862 0.0 0.00277 0.000j Methane 0.193 36760268.0 83.1497 841.8 0.46057 0.000 CO2 0.272 -,_ 1126077.0 1.6498 0,0 0.02507 0.000 Ethane 0.322 6521377.0 8.9893 .__ 159.5 0.09333 2.411 Propane 1.007 3099471.0 3.4668 87.4 0.05278 0.958 Iso -Butane 0.237 2089414,0 47933 25.9 0.01592 0.260 n -Butane 0.253 2166978.0 0.7933 25.9 0.01592 0.251 iso -Pentane 0.302 844189.0 0.2750 11.0 0.00685 0.101 n -Pentane 0.323 694967.0 0.2190. 8.8 0.00546 0.080 Hexanes 0.000 641273.0 0.1782 8.5 0.00530 0.073 Heptanes 0.000 419466.0 0.1120 6.2 0.00387 0.052 Octanes 0.000j 289251 .0 0,0723 _._ 4.5 0.00285 0.037 Nonane Plus 0.000 62795.0 0.0153 1.1 0.00068 0.009 Water 0.0001 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1180.5 0.69136 4.232 Results Summary su(t�.v1'�l £ ".-±" ' ,x. .�.� � :��. r,,a_ Dty Total Raw Mole% _(Dry) _ � 98A 950 Pressure Base (psia) �_ 14.730 Water Mole% 1 - 1.7404 Gross Heating Value (BTU / Ideal cu ft.) 1180.5 1160.0 08/08/2012 Diablo Analytical BTU Report Page 1 Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File Component Name Nitrogen Methane CO2 Ethane Propane iso -Butane n -Butane iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total: (, 3000A MlcroGC - Agent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information SamIp a Information _ _ _ 62336988 KP -331-17 Tim Zeman 62336988 KP -331-17 166 66 11.68 System yearly analysis 2014-04-22 09:10:29 62336988 KP -331-17 APR-22-14a.dat Component Results Gross HV (Dry) Relative Gas P (D yu It ) Ret. Peak Norm% (BTU / Ideal cud/:) Density Rry) (Gal. -- Time Ji 880 0.0 0.00150 0.000 0.185 88021.0 0.1552 0.45634 0.000 834.00,000 0.191 37887945.0 82:3859 0.0 0.05140 0.270 2382084.0 3.3827 156.2 0.09144 0.000 0.320 6691225.0 8.8071 56 2 0.09 0.8396 1.011 2841471.0 3. 23 2 0.01427 0233 0.7113799 0.01364 0215 0.6799 22.2 0,2505 10.0 0.00624 0.092 7,7 0.00477 0.070 6 0.1739 8.3 0.00517 0.072 0.1307 7.2 0.00452 0.060 0.0845 5.3 0.00333 0.043 0.0118 0.8 0.00052 0.007 0.0000 0.0 0.00000 0.000 100.0000 3 993 1151.6 0.69936 0.238 1952486.0 0.254 1930165.0 0.304 795784.0 0.325 653761.0 0.000 638628.0 0.000 492264.0 0.000 304331.0 0.000 26496.0 0.000 0.0 Results Summary Dir __Sat._ . Result __- -----' 20 .78.76 Total Raw Mole% (Dry) 101 Pressure Base (psia) 14.730 60.0 Temperature Base 1,7404 Water Mole% 1151.56 404 Gross Heating Value (BTU / Ideal cu.ft.) 1155.56 1131.521135.5 Gross Heating Value (BTU / Real cu.ft.) 155.23 135.54 4 Relative Density (G), Real 0.7013 72 Compressibility (Z) Factor 9 0.99685 0.99655 Wobbe Index Diablo Analytical BTU Report 04/22/2014 Page 1 3000A MIcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation /c)// /1/4/ Sam le Information 62336990 KP 333-8 COLE GRISWOLD 62336990 KP 333-8 150 51 11.56 System Resample 2013-12-05 10:24:09 62336990 decl3.dat Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File Component Results Component Name `.Ret. Time Peak Area Norm% Gross HV (Dry) I Relative I GPM (Dry) (Btu/Ideal cu. ft.) Density (Dry) (Gal./1000 cu. ft.) Nitrogen 0.200 482908.0 0.8215 0.0 0.00795 0.000 Methane 0.207 38900300.0 82.7607 837.8 0.45841 0.000 CO2 0.301 870784.0 1.2148 0.0 0.01846 0.000 Ethane 0.361 6986267.0 9.0969 161.4 0.09444. 2.440 Propane 1.229 3456880,0 3.6942 93.2 0.05624 1.021 Iso -Butane 0.241 3027277.0 0.8890 29.0 0.01784 0.292 n -Butane 0.256 2965756.0 0.8404 27.5 0.01687 0.266 lso-Pentane 0.300 1173427.0 0.2950 11.8 0.00735 0.108 n -Pentane 0.318 893291.0 0.2106 8.5 0.00525 0.077 Hexanes 0.000 571750.0 0.1242 5.9 0.00370 0.051 Heptanes 0.000 197536,0 0.0348 1.9 0.00120 0.016 Octanes 0.000 59203,0 0.0159 1.0 0.00063 0.008 Nonane Plus 0.000 10423.0 0.0020 0.1 0.00009 0.001 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1178.1 0.68842 4.279 Results Summary Result jDry j Sat. j Total Raw Mole% (Dry) 100.6720 Pressure Base (psia) 14.730 Water Mole% - 1.7404 Gross Heating Value (Btu / Ideal cu. ft.) 1178.1 1157.6 Gross Heating Value (Btu / Real cu. ft.) 1181.8 1161.6 Relative Density (G), Real 0.6903 0.6894 Compressibility (Z) Factor 0.9969 0.9965 Wobbe Index 1422.4 1399.1 12/05/2013 Diablo Analytical BTU Report Page 1 3000A MIcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation /,�� Sample Information / Sam e Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File 62336992 KP 334-8 COLE GRISWOLD 62336992 KP 334-8 155 55 11.56 System Resample 2013-12-05 11:54:11 62336992 decl3.dat Component Results Component Name R me Area N% orm(u/Idal coss HV Bt(Dry) Relative Density(Dry) l.1 (Gal../00M 0 cu. ft.) Nitrogen 0.198 212372.0 0.3570 0.0 0.00345 0.000 Methane 0.206 40650406.0 84.2595 853.0. 0.46671 0.000 CO2 0.300 477147.0 0,6232 0.0 0.00947. 0.000 Ethane 0.360 7122460.0 8.9893 159.5 0.09333 2.411 Propane 1.233 3453732.0 3.5735 90.1 0.05441 0.987 iso -Butane 0.241 2793335.0 0.7978 26.0 0.01601 0.262 n -Butane 0.255 2680396.0 0.7354 24.0 0.01476 0.232 iso -Pentane 0.299 1068428.0 0.2614 10.5 0.00651 0.096 n -Pentane 0.317 874518.0 0.1990 8.0 0.00496 0.072 Hexanes 0.000 681535.0 0.1424 6.8 0,00424 0.059 Heptanes 0.000 335213.0 0,0556 3.1 0.00192 0.026 Octanes 0.000 22098.0 0.0059 0.4 0.00023 0.003 Nonane Plus 0.000 1026.0 0.0000 0.0 0.00000 0.000 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1181.3 0.67600 4.148 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psia) Water Mole% Gross Heating Value (Btu / Ideal cu. ft.) Gross Heating Value (Btu / Real cu. ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry Sat. 102.5330 14.730 - 1.7404 1181.3 1160.8 1184.9 1164.8 0.6778 0.6771 0.9969 0.9965 1439.3 1415.5 12/06/2013 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent leo col WPX Energy Gas Analysis �)� r GPA 2145-09 Analysts Calculation L4t.:-.7-ci ci Sample Information _-J Sampib Information___ Sample Name 62336994 KP -411-17 Operator: Tim Zeman Meter Station Number: 62337027 Field Remarks: KP -524-8 Sample Pressure: 165 Sample Temperature: 71 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 11:09:24 Source Data File 62336994 KP -411-17 APR-22-14.dat Component Results Component Name Nitrogen Methane CO2 Ethane Propane Iso -Butane n -Butane iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total Ret. Time Area Norm TU / Ideal(cak Gross HV mit^)j Den) sity (Dry) 0.185 115724.0 0.2075 0.0 0.00201 0.192 37238272.0 82.2367 0.270 1603960.0 2.3130 0.320 6753977.0 9.0283 1,002 3253212.0 3.5283 0.238 2258586.0 0.8352 0.254 2369057.0 0.8482 0.303 979806.0 0.3133 0.324 797353.0 0.2375 0.000 749098.0 0.2065 0.000 548705.0 0.1477 0.000 296629.0 0.0838 0.000 29394.0 0.0140 0.000 0.0 0.0000 100.0000 832.5 0.0 160.1 89.0 27.2 27.7 12.6 9.5 9.8 8.1 5.2 1.0 0.0 1182.9 0.45551 0.03515 0.09373 0.05372 0.01676 0.01702 0.00780 0.00592 0.00614 0.00511 0.00331 0.00062 0.00000 0.70279 GPM (Dry) (Gal. / 1.000 cu.ft.) 0.000 0.000 0.000 2.422 0.975 0.274 0.268 0.115 0.086 0.085 0.068 0.043 0.008 0.000 4.345 Results Summary Result I Ow -I- Sat,._J Total Raw Mole% (Dry) 100.2180 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1182.92 1162.33 Gross Heating Value (BTU / Real cu.ft.) 1186.79 1166.60 Relative Density (G), Real 0.7048 0.7037 Compressibility (Z) Factor 0.9967 0.9963 Wobbe Index 1413.7 1390.7 04/22/2014 Diablo Analytical BTU Report Page 1 IA On 3000A MicroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Lii°9()1 I Sample Information ample Info mallon Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File 62336996 KP -421-17 Tim Zeman 62336996 KP -421-17 149 69 11.56 System yearly analysis 2014-04-22 09:58:40 62336996 KP -421-17 APR-22-14a.dat Component Results Component Name Ret. Time Peak Area Norm% Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 61576.0 0.1096 0.0 0.00106 0.000 Methane 0.192 37490114.0 81.8955 829.1 0.45362 0.000 CO2 0.270 2835576.0 4.0447 0.0 0.06146 0.000 Ethane 0.320 6734250.0 8.9047 158.0 0,09245 2.388 Propane 1.007 2657854,0 2.8514 71.9 0.04341 0.788 Iso -Butane 0.238 1714680.0 0.6277 20.5 0.01260 0.206 n -Butane 0.254 1508808.0 0.5340 17.5 0.01072 0.169 Iso -Pentane 0,303 704540.0 0.2231 8.9 0.00556 0.082 n -Pentane 0,324 678012.0 0.1994 8.0 0.00497 0.072 Hexanes 0.000 1128561.0 0.3079 14.7 0.00916 0.127 Heptanes 0.000 727916.0 0.1944 10.7 0.00673 0.090 Octanes 0.000 324701,0 0.0908 5.7 0.00358 0.047 Nonane Plus 0.000 35703.0 0.0168 1.2 0.00074 0.009 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1146.1 0.70605 3.979 Results Summary Result ___� _Dry_ J_Satj_ Total Raw Mole% (Dry) 101.3170 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1146.06 1126.12 Gross Heating Value (BTU / Real cu.ft.) 1149.74 1130.17 Relative Density (G), Real 0.7080 0.7068 Compressibility (Z) Factor 0.9968 0.9964 Wobbe Index 1366.4 1344.3 04/22/2014 Diablo Analytical BTU Report Page 1 r°(f 1(1. O/' 3000A MlcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sample Information__„__ Sample Name 62337000 KP -423-8 Operator: Tim Zeman Meter Station Number: 62337000 Field Remarks; KP -423-8 Sample Pressure: 158 Sample Temperature: 75 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 12:54:27 Source Data Flle 62337000 KP -423-8 APR-22-14.dat Component Results Component ` Name Ret. Time Peak Area Norm% Gross HV (Dry) J Relative Gas (BTU / Ideal cu.ft,) Density (Dry) GPM (Dry) (Gal. / 1000 cu.ft.) Nitrogen 0.185 202505.0 0.3625 0.0 0.00351 0.000 Methane 0.191 37231668.0 81.8365 828.5 0.45329 0.000 CO2 0.271 1048499.0 1.5046 0.0 0.02286 0.000 Ethane 0.319 7198916.0 9.5788 169.9 0.09945 2.570 Propane 1.000 3706118.0 4.0014 100.9 0.06092 1.106 iso -Butane 0.238 2627783.0 0.9673 31,5 0.01941 0.318 n -Butane 0.254 2574450.0 0.9177 30.0 0.01842 0.290 Iso -Pentane 0.303 934716.0 0.2969 11.9 0.00740 0.109 n -Pentane 0.324 686322.0 0.2036 8,2 0.00507 0.074 Hexanes 0.000 422024.0 0.1162 5.5 0.00346 0.048 Heptanes 0.000 331577.0 0.0894 4.9 0.00309 0,041 Octanes 0.000 346486.0 0.0973 6.1 0.00384 0.050 Nonane Plus 0.000 58995.0 0.0278 1.9 0.00123 0.016 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1199.4 0.70194 4.621 Results Summary Result Total Raw Mole% (Dry) Pressure Base (psla) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index Dry Sat:__ 100.6910 14.730 60.0 1.7404 1199.42 1178.64 1203.38 1182.90 0.7040 0,7028 0.9967 0.9963 1434.3 1411.0 04/22/2014 Diablo Analytical BTU Report Page 1 6-1 WPX Energy Gas Analysis 3000A MIcroGC -lent GPA 2145-09 Analysis Calculation Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File L Sample Information Sam le Information 62337002 KP -431-17 Tim Zeman 62337002 KP -431-17 148 70 11.56 System yearly analysis 2014-04-22 09:36:43 62337002 KP -431-17 APR-22-14.dat Component Results Component Name Ret. Time Peak Il Gross HV (Dry) Area Norm% (BTU / Ideal cu,ft.) Relative Gas l GPM (Dry) Density (Dry) J (Gal. / 1000 cu,(t.)J Nitrogen 0.185 99520.0 0.1767 0.0 0.00171 0.000 Methane 0.191 36743513.0 80.2782 812.7 0.44466 0.000 CO2 0.271 1217247.0 1.7364 0,0 0.02638 0.000 Ethane 0.319 7809126.0 10.3278 183.2 0.10722 2.771 Propane 1.002 4001922.0 4.2942 108.3 0.06538 1.187 Iso -Butane 0.238 2786525.0 1.0198 33.2 0.02047 0.335 n -Butane 0.254 3010273.0 1.0662 34.9 0.02140 0.337 Iso -Pentane 0.303 1235285.0 0,3899 15.6 0.00971 0.143 n -Pentane 0.324 1024061.0 0.3021 12.1 0.00753 0.110 Hexanes 0.000 786045.0 0.2142 10.2 0.00637 0.088 Heptanes 0.000 420831.0 0.1125 6.2 0.00389 0.052 Octanes 0.000 226502.0 0.0632 4.0 0.00249 0.032 Nonane Plus 0.000 39817.0 0.0188 1.3 0.00083 0.011 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1221.7 0.71805 5,066 Results Summary Result : 1 Djy j Sat. j Total Raw Mole% (Dry) 101.2990 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1221.74 1200.48 Gross Heating Value (BTU / Real cu.ft.) 1225.99 1205.14 Relative Density (G), Real 0.7202 0.7189 Compressibility (Z) Factor 0.9965 0.9961 Wobbe Index 1444.6 1421.4 04/22/2014 Diablo Analytical BTU Report Page 1 3000A MicroGC - Agilent fee (c% WPX Energy Gas Analysis (- i. GPA 2145-09 Analysis Calculation t/ /91 /1 Sample Information Sample Name Operator: Meter Station Number: Field Remarks: Sample Pressure: Sample Temperature: Atmospheric Pressure: Operator Sample Notes Injection Date Source Data File J S/ampie information__,_____._ 62337021 KP -523-8 Tim Zeman 62337021 KP -523-8 159 74 11.56 System yearly analysis 2014-04-22 13:19:21 62337021 KP -523-8 APR-22-14aa.dat Component Results Component Name Nitrogen Methane CO2 Ethane Propane Iso -Butane n -Butane Iso -Pentane n -Pentane Hexanes Heptanes Octanes Nonane Plus Water Total: Ret. Peak Norm%J Gross HV (Dry) Relative Gas GPM (Dry) Time Area (BTU/Ideal cu.ft.) Density (Dry) (Gal. / 1000 cu.ft.) 0.185 158924,0 0.2837 0.0 0.00274 0.000 0.191 37312909,0 81.9175 0.270 1459479.0 2.0921 0.320 6827573.0 9.0735 1.001 3546054.0 3.8240 0.238 2480571.0 0.9116 0.254 2556413.0 0.9096 0.303 983609.0 0.3125 0.324 776296.0 0.2301 0.000 705335.0 0.1934 0.000 515691.0 0.1389 0.000 322421.0 0.0903 0.000 47956.0 0.0228 0.000 0.0 0.0000 100.0000 829.3 0.0 160,9 96.4 29.7 29.7 12.5 9.2 9.2 7.7 5.7 1.6 0.0 1192.0 0.45374 0.03179 0.09420 0.05822 0.01829 0.01825 0.00778 0.00573 0.00575 0.00481 0.00356 0.00101 0.00000 0.70589 0.000 0.000 2.434 1.057 0.299 0.288 0.115 0.084 0.080 0.064 0.046 0.013 0.000 4.479 Results Summary Result_ Total Raw Mole% (Dry) Pressure Base (psia) Temperature Base Water Mole% Gross Heating Value (BTU / Ideal cu.ft.) Gross Heating Value (BTU / Real cu.ft.) Relative Density (G), Real Compressibility (Z) Factor Wobbe Index j_Dryj__ Sal. 100.8100 14.730 60.0 1.7404 1192.03 1171.29 1195.98 1175.63 0.7079 0.7067 0.9967 0.9963 1421.4 1398.4 04/22/2014 Diablo Analytical BTU Report Page 1 (et cad ��f�,► 3000A MlcroGC - Agilent WPX Energy Gas Analysis GPA 2145-09 Analysis Calculation Sample Information Sample Information Sample Name 62337027 KP -524-8 Operator: Tim Zeman Meter Station Number: 62337027 Field Remarks: KP -524-8 Sample Pressure: 165 Sample Temperature: 71 Atmospheric Pressure: 11.56 Operator System Sample Notes yearly analysis Injection Date 2014-04-22 10:54:43 Source Data File 62337027 KP -524-8 APR-22-14a.dat Component Results Component Name Ret.I - Peak Time Area I Norm c, ' Gross HV (Dry) (BTU / Ideal cu.ft.) Relative Gas I GPM (Dry) Density (Dry) J (Gal. / 1000 cu.ft.) Nitrogen 0.186 120727.0 0.2165 0.0 0.00209 0.000 Methane 0.192 35585373.0 78.5795 795.5 0.43525 0.000 CO2 0.271 1280236.0 1.8458 0.0 0,02805 0.000 Ethane 0.319 8045378.0 10.7646 190.8 0.11165 2.886 Propane 0.994 4810240.0 5.2172 131.6 0.07943 1.442 iso -Butane 0.238 3146058.0 1.1634 37.9 0.02335 0.382 n -Butane 0.253 3217230.0 1.1514 37.6 0.02311 0.364 Iso -Pentane 0.303 958603.0 0.3063 12.3 0.00763 0.112 n -Pentane 0.324 893194.0 0.2664 10.7 0,00664 0.097 Hexanes 0.000 988209.0 0,2724 13.0 0.00810 0.112 Heptanes 0.000 697011.0 0.1616 8.9 0.00559 0.075 Octanes 0.000 194361.0 0,0549 3.4 0.00217 0.028 Nonane Plus 0.000 22335.0 0.0100 0,7 0.00044 0.006 Water 0.000 0.0 0.0000 0.0 0.00000 0.000 Total: 100.0000 1242.4 0.73350 5,505 Results Summary Result _Dry_Sat.J Total Raw Mole% (Dry) 100.2270 Pressure Base (psia) 14.730 Temperature Base 60.0 Water Mole% - 1.7404 Gross Heating Value (BTU / Ideal cu.ft.) 1242.42 1220.80 Gross Heating Value (BTU / Real cu.ft.) 1246.94 1225.74 Relative Density (G), Real 0.7359 0.7342 Compressibility (Z) Factor 0.9964 0.9960 Wobbe Index 1453.6 1430.5 04/22/2014 Diablo Analytical BTU Report Page 1 Gas Sample Analysis - A'I a GAS! Keport -*4' /D .,1,../? Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis QUESTJR EnergyServices Company: Meter Number: Meter Label: Field Name: WPX Energy Rocky Mountaln, LLC 62337029 KP 533-8 JOLLEY MESA Analyst: CHICOINE Cylinder Pressure: 0 Line Pressure: 184 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: 1 aBl. 1 V1 1 Oct 16, 2013 7:24 AM 10/01/2013 at 12:38:09 10/01/2013 - 10/01/2013 73°F NAME MOLE% BTU SG GPM nitrogen methane co2 ethane h2s propane 'butane nbutane (pentane npentane hexanes heptanes octanes nonanes .3838 81.9101 1.0757 9.6147 .0000 4.1676 .9809 .9619 .3074 .2315 .1841 ,1185 .0574 .0064 IDEAL TOTAL: 100 0 829.206 0 170.545 0 105.1036 31.9717 31.4527 12.3272 9.3016 8.7759 6.5357 3,5952 0.4488 1209.2633 0.0037 0.4537 0.0163 0,0998 0 0.0635 0.0197 0.0193 0.0077 0.0058 0.0055 0.0041 0.0023 0.0003 0 0 0 2.5707 0 1.1479 0.3209 0.3032 0.1124 0.0839 0.0757 0.0547 0.0294 0.0036 0.7016 4.7023 Gross BTU / Real Cu Ft @ 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: 14.73 1213.2809 1193.5203 1213.2809 0.703616 0.996689 14.65 1206.6697 1186.9069 1206.6697 0.703603 0,996707 15.025 1237,6618 1217.9093 1237.6618 0.703662 0.996622 Pressure: 14.73 Propane GPM: 1.1479 Butane GPM: 0.6241 Gasoline GPM: 0.3836 26# Gasoline GPM: 0.5401 Total GPM: 4.7023 Suffer Content Dewpoints Mercaptans ppm: N/A 1125 ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ pslg: N/A https://gasiweb.questar.com/reports/gassatnpleanalysis_20131016072414.httn 10/16/2013 Gas Sample Analysis - ATS GAS! Report - - .A*e Applied Technology Services 1210 0 Street, Rock Springs, WY 82901 (307) 352-7292 QuESThR EnergyServices Company: Meter Number: Meter Label: Field Name: Analyst: Cylinder Pressure: Line Pressure: Gas Sample Analysis WPX Energy Rocky Mountain, LLC 62337031 KP 534-8 JOLLEY MESA CHICOINE 0 158 Gas Analysis by Chromatograph Sample Date: Test Dates: Flowing Temp: Oct 16, 2013 7:43 AM 10/01/2013 at 16:04:14 10/01/2013 - 10/01/2013 74°F NAME MOLE% BTU SG nitrogen methane co2 ethane h2s propane 'butane nbutane [pentane npentane hexanes heptanes octanes nonanes .1038 83.3188 4,2719 7.2090 .0000 2.7464 .7853 .6941 .2174 .1711 .2021 .1803 .0855 .0143 0 843.4668 0 127.8728 0 69.262 25.5963 22.696 8.7181 6.8748 9.6339 9.9441 5.3553 1.0028 0.001 0.4615 0.0649 0.0748 0 0.0418 0.0158 0.0139 0,0054 0.0043 0.006 0.0062 0,0034 0.0006 GPM 0 0 0 1.9275 0 0.7564 0.2569 0.2188 0.0795 0.062 0.0831 0.0832 0.0438 0.008 IDEAL TOTAL: 100 1130.4228 0.6997 3.5192 Gross BTU / Real Cu Ft @ 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: Z: 14.73 1133.9425 1115.5219 1133.9425 0.701597 0.996896 14.65 1127.7649 1109.3422 1127.7649 0.701585 0.996913 15.025 1156.7243 1138.3111 1156.7243 0.701641 0.996834 Pressure: 14,73 Propane GPM: 0.7564 Butane GPM: 0.4757 Gasoline GPM: 0.4013 26# Gasoline GPM: 0.5611 Total GPM: 3.5192 Suffer Content Dewpolnts Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A @ psig: N/A haps://gasiweb.questar.com/reports/gassampleanalysis_20131016074340.htm 10/16/2013 Gas Sample Analysis - AIN UANI Kepon Applied Technology Services 1210 D Street, Rock Springs, WY 82901 (307) 352-7292 Gas Sample Analysis QUESTmR EnergyServices Company: Meter Number: Meter Label: Field Name: Analyst: Cylinder Pressure: Line Pressure: WPX Energy Rocky Mountain, LLC 62287956 JOLLEY 8-213D JOLLEY MESA CHICOINE 0 150 Gas Analysis by Chromatograph 1 ab'. 1 U1 1 Oct 16, 2013 7:31 AM Sample Date: 10/01/2013 at 13:53:46 Test Dates: 10/01/2013 - 10/01/2013 Flowing Temp: 74°F NAME MOLE% BTU SG GPM nitrogen methane co2 ethane h2s propane (butane nbutane Ipentane npentane hexanes heptanes octanes nonanes .0861 82.4981 4.8279 8.2010 .0000 2.4282 .5197 .5393 .1989 .1818 .2103 .1929 .1080 .0078 0 835.1585 0 145.4689 0 61.2373 16.9392 17.6343 7.9762 7.3047 10.0248 10.6391 6.7645 0.547 0.0008 0.457 0.0734 0.0851 0 0.037 0.0104 0.0108 0.005 0.0045 0.0063 0.0067 0.0043 0.0003 0 0 0 2.1927 0 0.6688 0.17 0.17 0.0727 0.0659 0.0865 0.089 0.0553 0.0044 IDEAL TOTAL: 100 1119.6945 0.7015 3.5752 Gross BTU / Real Cu Ft @ 60° F Gasoline Content Pressure: Dry: Sat.: Act. BTU: SpecGrav: 2: 14.73 1123.1707 1104.933 1123.1707 0.70343 0.996905 14.65 1117.0519 1098.8122 1117.0519 0.703418 0.996922 15.025 1145.7359 1127.5056 1145.7359 0.703474 0.996843 Pressure: 14.73 Propane GPM: 0.6688 Butane GPM: 0.34 Gasoline GPM: 0.4205 26# Gasoline GPM: 0.5875 Total GPM: 3.5752 Sulfer Content Dewpoints Mercaptans ppm: N/A H2S ppm: N/A Comments: H2O #/mmcf: N/A Hydrocarbon F: N/A psig: N/A https://gasiweb.questar.com/reports/gassampleanalysis_20131016073155.htm 10/16/2013 2D Viewshed Analysis 2 14 1i. 6S 92W 1 12 13 6 5 KP 24-8 4 3 18 17 23 24 19 20 6S 91W 9 16 21 10 15 22 11 14 23 Legend Site Location Not Visible Visible Township Range Line (Piceance Area) Section Line (Piceance Area) KP 24-8 Booster Compressor Viewshed Exhibit June 30, 2014 0 1,000 2,000 s 4,000 6,000 WPXENERGY,111.1iNW. 8,000 Feet T:\Projects\PIC\Kokopelli\14\0623_KP 24-8_BoosterCompressor_CountyPermit_Exhibits\ViewShed.mxd Atankers 6/30/2014 5:27:27 PM