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S(4/ Williams. WILLIAMS PRODUCTION RMT CO. ReSo oo 6-1 I s TEMPORARY LIVING & STORAGE FACILITY Section 3, Township 5S, Range 97W, 6th RM. GARFIELD COUNTY, COLORADO Garfield County Special Use Permit Application September 2006 TABLE OF CONTENTS WILLIAMS PRODUCTION RMT CO. TEMPORARY LIVING AND STORAGE FACILITY Section 3, Township 55, Range 97W, 6th P.M. GARFIELD COUNTY, COLORADO SPECIAL USE PERMIT APPLICATION SEPTEMBER 2006 Special Use Permit Application Form and Payment Agreement 1. Introduction including overview of project, Garfield County Comprehensive Plan of 2000 and Garfield County Zoning Resolution compliance. 1B. General Regional Layout 1C. Drill Pad Layout 1D. Pictorial Drill Pad Layout 1E, 1F, 1G Cover -All Storage Structure 1H, II, 1J, 1K, 1L, 1M Modular Structure Photos 1N. Modular Housing Structure Floor Plan and Specifications 2a. Site pictures Page 1 of 3 3a. Water System Copy of water hauling contract, and legal source of water supply. 3b. Wastewater System An ISDS system is being designed for the facility. This design will be submitted at time of ISDS application and will meet all applicable codes. 4. Vicinity Map A. USGS 1:24,000 quadrangle map 5. Garfield County Assessor's Maps 2137, 1913, 1915, 2135, 2167 and 2139. 5b. Listing of Adjacent Property Owners adjacent to or within 200' of the subject property. 6. Deed & Legal Description of Property 7. Authority of Authorized Representative A. Chevron U.S.A./Williams Production RMT Co. lease and agreement B. Williams Production RMT Co./PVCMI letter of authorization 8. Impact Statement- (Please see introduction letter in Tab 1) (The items prepared within section 11 are arranged as called for in the Garfield County Supplemental Regulations Section 5.03.07 and are additionally compliant with Garfield County Supplemental Regulations Section 5.03.08 items #1-#4 Industrial Performance Standards. These submittals only address the Temporary Housing and facilities associated with the Temporary Housing. Natural Gas Drilling operations are regulated by the Colorado Oil & Gas Conservation Commission. Page 2 of 3 9. Performance Standards as detailed in Garfield County (Please see introduction letter in Tab 1) Supplementary Regulations 5.03.08 (5) 10. Sanitation A. Retail Food Establishment Review Application and license approved by the Colorado Department of Public Health and Environment- Consumer Protection Division. Application is being made by Aramark. A copy of the license will be provided to Garfield County once received by Aramark, B. Catering, Dining and Janitorial services. (Please see introduction letter in Tab 1) C. Housing Units (Please see introduction letter in Tab 1) 11. Fire Protection, Safety, Security (Please see introduction letter in Tab 1) A. Williams Production RMT Co.- Emergency Response Plan Page 3 of 3 GARFIELD COUNTY SEP 1 5 2006 Building & Planning Department:, to �, ()COON ry 108 8 Street, Suite 401 BUILDING & p Glenwood Springs, Colorado 81601 L-ANNING Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com•z i 3'7(5'3 aoc)a Special Use Permit GENERAL INFORMATION (To be completed by the applicant.) > Street Address / General Location of Property: Section 3, Township 5S, Range 97W, 6th P.M. Y Legal Description: Please see attachment Existing Use & Size of Property in acres: 17,013- ac . Grazing Land -Ag. > Description of Special Use Requested: Request for installation of a temporary housing and storage facility at a natural gas drilling site. > Zone District: Resource hands- Plateau y Name of Property Owner (Applicant): Chevron USA. Inc. y Address: PO Box 285 Telephone:281-561-4725 y City: Houston State: TX Zip Code: 77001 FAX: y- Name of Owner's Representative, if any (Attorney, Planner, etc): PVCMI Land Planning Division Address: 1038 County Road 323 Telephone: 970-625-5350 Y City: Rifle State: 00 Zip Code: 81650 FAX: 970-625-45; STAFF USE ONLY y Doc. No.: Date Submitted: TC Date: Planner: Hearing Date: 2 APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: 1. Please submit, in narrative form, the nature and character of the Special Use requested. Submit plans and supporting information (i.e. letters from responsible agencies). Include specifications for the proposed use including, but not limited to, the hours of operation, the number and type of vehicles accessing the site on a daily, weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific. 2. If you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. If you will be utilizing well water, please attach a copy of the appropriate well permit and any other legal water supply information, including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. 3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject property, all existing and proposed structures on the property, and the County or State roadways within one (1) mile of your property. If you are proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit. 4. Submit a vicinity map showing slope / topography of your property, for which a U.S.G.S. 1:24,000 scale quadrangle map will suffice. 5. Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing all the subject property and public and private landowners adjacent to your property (which should be delineated). In addition, submit a list of all property owners, public and private landowners and their addresses adjacent to or within 200 ft. of the site. This information can be obtained from the Assessor's Office. We will also need the names (if applicable) of all mineral right owners of the subject property. (That information can be found in your title policy under Exceptions to Title). 6. Submit a copy of the deed and a legal description of the subject property. 7. If you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. 8. Submit an statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (1) Utilities adequate to provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impact on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas, access points, lighting and signs in such a manner as to protect established neighborhood character; 9. Depending on the type of Special Use Permit requested, you may need to respond to additional review standards in the Garfield County Zoning Resolution Section 5.00 [Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 5.03.08], Accessory Dwelling Units [section 5.03.21], Utility line/Utility Substations, etc. Specific sections of the Zoning Resolution which can be located on the Garfield County web site at http://www.qarfield-county.com/buildinq and planninq/index.htm, or information can be obtained from this office 10. A $400.00 Base Fee: Applicant shall sign the "Agreement for Payment" form and provide the fee with the application. 11. Submit 2 copies of this completed application form and all the required submittal materials to the Building and Planning Department. Staff will request additional copies once the Special Use Permit application has been deemed technically complete. II. PROCEDURAL REQUIREMENTS (The following steps outline how the Special Use Permit Application review process works in Garfield County.) 1. Submit this completed application form, base fee, and all supplemental information to the Garfield County Planning Department. It will be received and given to a Staff Planner who will review the application for technical completeness. 2. Once the application is deemed technically complete, the Staff Planner will send you a letter indicating the application is complete. In addition, Staff will also send you a "Public Notice Form(s)" indicating the time and date of your hearing before the Board of County Commissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandum regarding your requested Special Use. (If Staff determines you application to be deficient, a letter will be sent to you indicating that additional information is needed to deem your application complete.) 3. It is solely the Applicant's responsibility to ensure proper noticing occurs regarding the requested Special Use and the public hearing. If proper notice has not occurred, the public hearing will not occur. Notice requirements are as follows: a. Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed special use and nature of the hearing, and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. b. Notice by mail, containing information as described in the paragraph above,- shall be mailed to all owners of record as shown in the County Assessor's Office of lots within two hundred feet (200') of the subject lot and to all owners of mineral interest in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. c. The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that it remains posted until and during the date of the hearing. 4. The Applicant is required to appear before the Board of County Commissioners at the time and date of the public hearing at which time the Board will consider the request. In addition, the Applicant shall provide proof, at the hearing, that proper notice was provided. 5. Once the Board makes a decision regarding the Special Use request, Staff will provide the Applicant with a signed resolution memorializing the action taken by the Board. Following the Board's approval, this office will issue the Special Use Permit to the applicant. If the Board's approval includes specific conditions of approval to be met, this office will not issue the Official Special Use Permit certificate until the applicant has satisfied all conditions of approval. The Special Use Permit approval is not finalized until this office has issued the Official Special Use Permit certificate signed by the Chairman of the Board of County Commissioners. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. (Signature of applican owner) Uast Revised: 02/2006 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT FEE SCHEDULE Garfield County, pursuant to Board of County Commissioners ("Board") Resolution No. 98-09, has established a fee structure ("Base Fee") for the processing of each type of subdivision and land use applications. The Base Fee is an estimate of the average number of hours of staff time devoted to an application, multiplied by an hourly rate for the personnel involved. The Board recognized that the subdivision and land use application processing time will vary and that an applicant should pay for the total cost of the review which may require additional billing. Hourly rates based on the hourly salary, and fringe benefits costs of the respective positions combined with an hourly overhead cost for the office will be used to establish the actual cost of County staff time devoted to the review of a particular project. Actual staff time spent will be charged against the Base Fee. After the Base Fee has been expended, the applicant will be billed based on actual staff hours accrued. Any billing shall be paid in full prior to final consideration of any land use permit, zoning amendment or subdivision plan. If an applicant has previously failed to pay application fees as required, no new or additional applications will be accepted for processing until the outstanding fees are paid. Checks, including the appropriate Base Fee set forth below, must be submitted with each land use application, and made payable to the Garfield County Treasurer. Applications will not be accepted without the required application fee. Base Fees are non-refundable in full, unless a written request for withdraw from the applicant is submitted prior the initial review of the application materials. Applications must include an Agreement for Payment Form ("Agreement") set forth below. The Agreement establishes the applicant as being responsible for payment of all costs associated with processing the application. The Agreement must be signed by the party responsible for payment and submitted with the application in order for it to be accepted. The complete fee schedule for subdivision and land use applications is attached. GARFIED COUNTY BUILDING AND PLANNING DEPARTMENT BASE FEES The following Base Fees shall be received by the County at the time of submittal of any procedural application to which such fees relate. Such Base Fees shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board for the consideration of any application or additional County staff time or expense not covered by the Base Fee, which have not otherwise been paid by the applicant to the County prior to final action upon the application tendered to the County. TYPE OF PROCEDURE BASE FEE Vacating Public Roads & Rights -of -Way $400 Sketch Plan $325 Preliminary Plan $675 + application agency review fees and outside consultant review fees, as authorized pursuant to the Regulations, such as the Colorado Geologic Survey Final Plat $200 Amended Plat $100 Exemption from the Definition of Subdivision (SB -35) $300 Land Use Permits (Special Use/Conditional Use Permits) • Administrative/no public hearing $250 • Board Public Hearing only $400 • Planning Commission and Board review & hearing $525 Zoning Amendments • Zone District map amendment $450 • Zone District text amendment $300 • Zone District map & text amendment $500 • PUD Zone District & Text Amendment $500 • PUD Zone District Text Amendment $500 Board of Adjustment • Variance $250 • Interpretation $250 Planning Staff Hourly Rate • Planning Director • Senior Planner • Planning Technician • Secretary $50.50 $40.50 $33.75 $30 County Surveyor Review Fee (includes review of Amended Determined by Surveyor$ Plats, Final Plats, Exemption Plats) Mylar Recording Fee $11 — 1st page $10 each additional page Page 2 The following guidelines shall be used for the administration of the fee structure set forth above: 1. All applications shall be submitted with a signed Agreement for Payment form set forth below. 2. County staff shall keep accurate record of actual time required for the processing of each land use application, zoning amendment, or subdivision application. Any additional billing will occur commensurate with the additional costs incurred by the County as a result of having to take more time that that covered by the base fee. 3. Any billings shall be paid prior to final consideration of any land use permit, zoning amendment, or subdivision plan. All additional costs shall be paid to the execution of the written resolution confirming action on the application. 4. Final Plats, Amended or Corrected Plats, Exemption Plats or Permits will not be recorded or issued until all fees have been paid. 5. In the event that the Board determines that special expertise is needed to assist them in the review of a land use permit, zoning amendment, or subdivision application, such costs will be borne by the applicant and paid prior to the final consideration of the application. All additional costs shall be paid prior to the execution of the written resolution confirming action on the application. 6. If an application involves multiple reviews, the Applicant shall be charged the highest Base Fee listed above. 7. Types of "Procedures" not listed in the above chart will be charged at an hourly rate based on the pertinent planning staff rate listed above. 8. The Planning Director shall establish appropriate guidelines for the collection of Additional Billings as required. 9. This fee structure shall be revised annually as part of the County budget hearing process. Page 3 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and Chevron USA, Inc. (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for a Special Use Permit for a temporary housing and storage facil. (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. APPLICANT and 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. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to APPLICANT. 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, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. APPLICANT k,,,=a1 Ion Signature Date: \\ 31\ Print Name Mailing Address: \\'1Z% Cov„0)y :rC\��r���g1��p 10/2004 Page 4 PVCMI- Land Planning Division 1038 County Road 323 Rifle, CO 81650 970-625-5350 Fax 970-625-4522 pvcm@hughes.net October 13, 2006 Mr. Dave Pesnichak Senior Planner Garfield County Building and Planning Department 108 8th Street, 4th Floor Glenwood Springs, CO 81602 Dear Mr. Pesnichak, RECEIVEL, OC"f J. 3 1UU6 GARFIELD COUNTY BUILDING & PLANNING Please find below and attached additional materials and clarifications requested in your October 3, 2006 letter in regards to the Special Use Permit application for a Temporary Housing and Storage Facility. Please find a copy of the 10/3/06 letter attached. Responses: 1) As per our discussion on 10/11/06 the industrial storage on this site is under the jurisdiction of the COGCC and thus not a part of this SUP application. 2) Please find attached a site plan that incorporates the site plan in our original application noted as 1C and 1 D. Please remove 1C from your original packets and replace with the attached D sized site plans. The 2nd page of 1C, cross sections, will remain within the packet. 3) The 320 acre gross land area issue has been addressed in a revised introduction letter dated 10/13/06. Please remove the introduction letter in the original application and replace with this letter. 4) The revised introduction letter requests an expiration date of June 1, 2008. 5) Bear proof containers and sizing have been detailed in the revised introduction letter page 7. 6) Please find attached a map to be utilized for emergency response which includes driving directions and latitude and longitude for GPS location of the site. Please insert this drawing at the beginning of Tab 11 "Fire, Safe, Secure". Page 1 of 2 7) Please find a statement regarding housing inventory and the remote nature of the site located in the revised introduction letter on page 1. 8) Please find attached the ISDS Permit and engineered design. Please insert this in Tab 3B Wastewater. Thanks and please contact me with questions. Sincerely, Phil Vaughan President Phil Vaughan Construction Management, Inc. Page 2 of 2 (.\ t L October 3, 2006 Philip Vaughan PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 BUILDING & PLANNING DEPARTMENT Re: Special Use Permit for Chevron USA Inc., Temporary Employee Housing and Storage Facility Dear Mr. Vaughan, This letter is in response to the Special Use Permit application you submitted to the County on behalf of Chevron USA Inc. for the installation of a temporary employee housing and storage facility. As you know, this application is being reviewed concurrently with a proposed text amendment to section 5.02.21 of the Garfield County Zoning Resolution of 1978. As the regulations allowing the proposed development are not yet in place, the completeness check was based on the current draft version of section 5.02.21 which includes staff recommendations as well as those by the applicant. I have included a copy of the most recent draft which was used to determine completeness. Staff has completed a Technical Compliance review of the application and found it to be incomplete for the following reasons: 1) As this application includes industrial storage, this application must comply with the requirements for Industrial Operations as well as the relevant Industrial Performance Standards. The application requires an applicant to provide an impact statement which includes responses to all of the requirements listed in section 5.03.07 and 5.03.08, Special Use Permits for Industrial Operations in the Zoning Resolution of 1978. A description of the storage facility is necessary as well. 2) 5.02.21 "(2) Special Use Permit for Temporary Housing: The applicant shall submit an adequate site plan, consistent with §9.01.01 and including proposed water supply, proposed method of sewage treatment and names and addresses of adjacent property owners." 3) 5.02.21 "(D) Temporary employee housing sites related to mineral extraction must be tied to a specific extraction location and shall be limited to a density no greater than one (1) temporary housing site per 320 acres of gross land area." The applicant must provide evidence that such a density is not being exceeded. 4) 5.02.21 "(3) The maximum allowable time length of the special use permit is subject to one (1) year unless otherwise approved by the Board of County Commissioners. For good cause shown, the permit may be renewed in a public meeting with notice by agenda only. By way of example and not limitation, continued non-availability of a permanent housing inventory or the nature of the construction or extraction project may constitute "good cause" for renewal." 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 The applicant needs to request an expiration date for the BOCC to consider. 5) 5.02.21 "(A) Bear -proof refuse containers must be provided for trash. At least one thirty (30) gallon (4 cubic feet) container shall be provided for each unit or the equivalent in a central trash collection facility. Said container(s) must be durable, washable, non- absorbent metal or plastic with tight -fitting lids." The applicant needs to provide evidence that such containers will be provided as well as their location on the site plan. 6) 5.02.21 "(D) The applicant shall provide a detailed map to the Garfield County Sheriff's Office which is sufficient for emergency response purposes, including location of the temporary housing site; private and public roadways accessing the site, marked as open, gated and/or locked; and detailed directions to the site from a major public right-of-way. The map is subject to approval by the Garfield County Sheriff's Office." The applicant needs to provide the relevant map. 7) 5.02.21 "(8) If there is suitable permanent housing inventory available in an area near the commercial, industrial, highway project or mineral extraction operation, as determined in the discretion of the BOCC, the Temporary Housing Site Special Use Permit shall not be granted." Evidence that nearby housing is not available must be provided. This office will not schedule the request to be considered before the Board of County Commissioners until the aforementioned deficiencies have been addressed. Should you have additional questions, do not hesitate to contact this office. Sincerely, avid Pesnicha . - -hior Planner (970) 945-8212 Williams Production RMT Co. Temporary Living and Storage Facility Special Use Permit Garfield County, Colorado October 13, 2006 General Description of Special Use Williams Production RMT Co. of Parachute, CO wishes to install and operate a temporary living and storage facility in the NESW of sec. 3, Township 5S, Range 97W. Please see below for driving directions to this facility. This facility will be used for personnel and equipment associated with the extraction of natural gas. Williams currently holds 23,000 acres of mineral leases in this portion of Garfield County. This field is known as "Trail Ridge" and has been operated by Williams for five years. We currently operate 31 natural gas wells in the field and plan to drill an additional 9 wells in 2006. In aggregate, Williams expects to drill over 1,500 wells in the Trail Ridge field over the next 20 years. Numerous facilities similar to this one are expected to be utilized over the next decade. The primary purpose of this facility is to house all essential drilling personnel during the winter months. Suitable permanent housing inventory is not available in this area. In fact, the nearest housing is approximately 2-1/2 hours away by car. This facility will not pose any threat to any local lodging or housing businesses. In addition, hotels and motels in Rio Blanco and Garfield Counties are currently at full capacity. The facility will be co -located on a COGCC-approved drilling rig "pad" together with standard drilling rig facilities. The facility will be in use from November 2006 through May 2006 and will be managed by catering and rental companies that specialize in these types of facilities. PTI/Crown Camp Services will be responsible for the housing, catering and laundering services. PTI will supply a single "camp attendant" that will supervise the operation of this facility. Depending on the outcome of this pilot phase, the need for this facility may need to be extended for an indefinite period of time. Williams Production RMT Co. would respectfully request this Special Use Permit to be valid until June 1, 2008. This date would allow for operations across two full winter seasons. Given the late start of this year's program, a full winter pilot will not be realized. Please refer to exhibit #1B for a general regional layout of the drilling pad and the associated wells that will be drilled from it. Exhibit #1C details the living and storage facilities and the layout of these as compared to the traditional drilling equipment on the pad. This exhibit is included in the approved well permit from the Colorado Oil and Gas Commission. In addition, as per COGCC requirements, this exhibit was submitted to Garfield County, attention to Mr. Jess Smith, on July 20, 2007. No comments regarding this application were received. Exhibit #1D provides a more detailed and more current pictorial of the pad layout. This will be Williams' first attempt at drilling wells in this area during the winter season. In order to conduct operations during the winter efficiently and safely, we've concluded that all personnel associated with the drilling operation are essential and Page 1 of 10 must remain on location. Drilling natural gas wells is a 24 -hours per day operation, thus normally requiring numerous shift changes, equipment transfers, and transportation in and out of well sites during any given day. The types of vehicles that will be accessing the site, at least preliminarily in order to get it stocked, will be standard pickups, passenger vans, semi trailers loaded with drilling materials, and large pump trucks. A possibility also exists that a helicopter will be used to transfer crews to and from the facility. This would also be the case in an emergency requiring an immediate evacuation (see "Emergency Services" below). The drilling rig crew will be operating on a two weeks on/two weeks off shift schedule, with one week consisting of 7 days. However, given the winter conditions to be encountered, travel to and from this site will be limited at times. Winters are generally mild in this area of the state, however, two or three storms annually can essentially prohibit any type of road access to the area. With this in mind, Williams has decided to plan this facility for a "stranded" scenario, in which multiple crews could be "stranded" on the location for 2-3 days at a time. The standard number of people that will be housed at the facility will be 24. The absolute maximum number of people in the "stranded" scenario would be 54. Everybody that will be present at the drill site will not necessarily use the Temporary Housing and Storage Facility. For instance, the Williams drilling foreman will have his own trailer on the drill pad. Please refer to the table below which outlines the essential personnel who will be using this faci ity. Description Represents Essential Personnel "Stranded" Maximum Foreman Williams 0 2 Medic/Safety Williams 1 1 Tool Pusher Drilling Contractor 0 2 Driller Drilling Contractor 2 3 Derrick Man Drilling Contractor 2 2 Floor Hands Drilling Contractor 6 6 Roustabouts Drilling Contractor 2 6 Directional Hands Directional Co. 1 2 Air Package Ops. Air Co. 1 2 Cooks Catering Co. 2 2 Facility Supervisor Catering Co. 1 1 Utility Personnel Catering Co. 2 2 Cementer Cementing Co. 1 6 Casing Crew Casing Co. 0 6 Mud Engineer Mud Co. 1 1 Mud Logger Mudlogging Co. 0 1 Water/Fuel Haulers Misc. 0 2 Construction Construction Co. 0 2 Roustabouts Roustabout Co. 2 4 Welding Services Welding Co. 0 1 Totals 24 54 Page 2 of 10 The structures associated with this facility will be as follows: 72' x 54' 6 -unit side x side connected unit (kitchen, dining, recreation room all inclusive within unit) (this unit has a total of 13 rooms that can sleep up to 2 each, as well as a camp attendant room). In order to meet IBC 2003, each room will only occupy two workers. Please refer to Exhibit #1N for the floor plan, dimensions, and specifications of this unit. 90'x98'storage shed for steel casing, cement materials, excavation equipment, and maintenance tools (Exhibits #1E, #1F, and #1G) (this structure will be permitted separately through Garfield County) 3 4000 gallon potable water storage tanks 3 70 kW generators Exhibits #1H through #1M illustrate several of the structures listed above. All of the equipment and structures will be powered via generators on-site. Therefore, no electric utilities additions will be required. These buildings are designed for use in arctic areas such as Alaska and Canada, thus they are air -tight and will not allow for any type of influx of rodents. The trailers will meet or exceed the 75 psf snow load requirement as per IBC 2003 at this elevation (8,500' above sea level). Directions to Facility From Kentucky Fried Chicken in northern Rifle: • Take County Hwy 13 north approximately 19 miles to the Rio Blanco Store • Turn left on Rio Blanco County Road 5; travel approximately 19 miles to MTW gate (brown trailer house on left) • Go through MTW gate and security building and follow main road approximately 16 miles to the lease road on left • Follow lease road to the NE, keeping left for 2 miles to the facility Zone District Text Amendment Williams Production RMT has, under separate filing, applied for a text amendment to section 5.02.21 "Special Use Permits for Temporary Housing at Construction Sites" of the Garfield County Zoning Resolution of 1978 per section 10.01.01. This Special Use Permit application is being filed and reviewed concurrently with the text amendment request. We feel that this is the best approach to permitting this facility and will ensure compliance with the Garfield County Comprehensive Plan of 2000 and Garfield County Zoning Resolution. Description of Water Facilities In order to accommodate everyday living conditions, the Williams Temporary Storage and Housing Facility will be using water and will be dealing with wastewater. After consultation with contractors such as HB Rentals, Aramark, Clear Stream, and PTI Camp Page 3 of 10 Services who construct and operate these facilities regularly, as well as county health officials, the facility needs to be designed for a total of 80 gallons of water per person per day. This quantity encompasses all functions within the facility, including dining, food preparation, laundry, sewage, and sanitation and also allows for a contingency volume. Thus, the facility will be using and processing about 1,920 gallons of water per day. Williams plans to permit and construct one Individual Sewer Discharge Systems("ISDS") to accommodate the waste generated from this facility. This system will be permitted through Garfield County as per the ISDS Permit process and will meet all county and IBC codes and regulations that apply to these systems, including size, space, and accessibility. This process, as well as the associated soils testing, are in progress. In favorable weather, potable water can be hauled into the sites via a water hauling contractor. This water will meet the Colorado Department of Public Health and Environment for public water supplies. However, the goal is to have enough potable water on-site to last for 10 days, thus avoiding the need for transportation to and from the facility. The potable water will be supplied from the Meeker City Water Department and will be delivered in stainless steel tanks and at 3000 gallons at a time. The supplier, GTM, Ltd., use separate trucks and tanks exclusively for potable water. Please refer to Exhibit #10 in the application booklet for information regarding potable water supplies and hauling. This water will be treated prior to use in the facility. Due to the use of this facility during the winter season, all equipment, tanks, and lines will be winterized appropriately. In fact, the drilling rig equipment will include an additional boiler that will be capable of heating the water used for the drilling and housing operations. Due to the number of people serviced by this facility (24), and the use of ISDS systems, CDPHE permits (Wastewater Discharge Permit, Public Water System Permit) will not be required. No effluent of any type will be discharged on the surface. In addition, the facility will meet the exception criteria outlined in CDPHE sec 1.1 of 5 CCR 1003-1 for the primary drinking water regulations. General Description of Facility Services SCOPE OVERVIEW: • Supply and set-up complete camp package. • Complete food services and camp management provided by PTI. • Maintenance of all camp equipment by PTI. • Implementation of PTI's Loss Prevention Program. • Insurance on camp equipment by PTI. • Dismantling of equipment upon job completion; and • Satellite TV service in the recreation area. (i) EQUIPMENT FOR 24 Person Base Camp: Page 4 of 10 • One New Build 6 unit side-by-side camp c/w 24 beds. o (This camp has a roof snow load rating in excess of 100psf) • Generator and Backup generator sized to meet camp requirements. • LPG Tanks with LPG heat blankets for cold weather. • Matting. • Sidewalks. • Satellite T.V. system in recreation room. • Phone and fax communication for camp business or emergency use. • 20 man daily catering guarantee with extended meal hours. (iii) CATERING : • Complete housekeeping, catering and supervision. • Top quality groceries and meat • Complete bedding, dishes, small wares, and housekeeping supplies. • Laundering of linens weekly or on change of occupant. • PTI to provide nutritious meals based on a 5 -week rotating menu plan. Meal Hours Breakfast 6:00 AM to 8:30 AM Lunch 12 Noon to 1:00 PM Supper 6:00 PM to 8:00 PM • Obtain and maintain all permits related to food handling and catering. (iv) SAFETY: • Implementation of PTI Safety Program. • Shut down and prepare camp for demobilization upon job completion. • Demobilize equipment to PTI yard of origin on air ride tractor -trailers at job completion. (v) SCOPE OF WORK BY PTI REMOTE SITE SERVICES — MOBILE SERVICES: • Set up and complete camp buildings on site. • Each building to be hooked up to the propane supply. • Electrical harnessing to be by cords appropriately blocked. up and run to main distribution panel. • Install services between camp and storage tanks. • Dismantle equipment and services upon job completion. Contractual Requirements of Services Provided PTI has been selected as the provider of catering and laundering services to this facility. Below are excerpts from the "Master Services Agreement" between Williams Production. Page 5of10 RMT Co. and PTI. These excerpts relate primarily to health, safety, and compliance. PTI is pursuing a site-specific CDPHE permit for this facility. 22. SAFETY AND THE ENVIRONMENT. 22.1 Contractor shall perform the Work in a safe and environmentally conscientious manner and in compliance with Applicable Law relating to the environment. Contractor shall take all reasonable and necessary precautions to prevent any release to the environment of any pollutant or contaminant, including but not limited to any material or substance deemed hazardous. . Contractor shall notify Company in writing prior to Contractor or subcontractor using any substance or material that may expose Company employees to a hazard. Contractor shall provide to Company upon request, a copy of Contractor's or its subcontractor's safety and health plan, hazard communication program, material safety data sheets, training certification, and other safety -health policies, plans, records and programs maintained by Contractor. 22.2 Contractor and its subcontractors shall comply with Company's safety, health, and environmental policies applicable to Contractor's worksite. Contractor and its subcontractors shall comply with all applicable federal, state and municipal environmental and occupational safety and health laws and regulations. Contractor and its subcontractors are not authorized to speak or act as an agent or representative on behalf of the Company concerning any inquiry, inspection or investigation by federal, state, or other law enforcement or regulatory enforcement agencies. Contractor and its subcontractors are not authorized to permit or consent on behalf of the Company to any inquiry, inspection or investigation by federal, state or other law enforcement agencies or to entry by such agencies onto or into Company premises and facilities. Company has the right to suspend Contractor's or subcontractor's performance where Company determines that Contractor or its subcontractor is not performing in compliance with this Master Agreement or applicable Request For Services. Contractor and its subcontractor shall not be entitled to compensation for loss or damage sustained by Contractor or its subcontractor, or to any extension or equitable adjustment for completion of the Work, that may result from such Company action. 22.3 In the event of any release of any pollutant or contaminant into the environment caused, in whole or in part, by Contractor, its employees, servants, agents, contractors, subcontractors or licensees, Contractor shall immediately notify Company, and Contractor shall be solely responsible for: (1) the cessation of the release, its clean-up, and disposal of all wastes resulting from or related to the release by Contractor; (2) obtaining any necessary governmental approvals or permits for Contractor's release; and (3) any Losses arising out of or relating to such release by Contractor. Contractor shall properly dispose of any such wastes released by Contractor, shall retain title to any such waste shipped off-site, and shall sign as "generator" any manifest or bill of lading necessary for any such shipment. In all circumstances, Company shall have the right to veto any environmental contractor proposed to be used by Contractor, and to require Contractor to use an environmental contractor approved by Company. 27. DRUG AND ALCOHOL TESTING. Contractors performing Work will comply with all drug and alcohol testing provisions imposed by Applicable Law. Without limiting the foregoing, Contractors' drug and alcohol testing policy for Work that is regulated by the Department of Transportation will meet or exceed Department of Transportation requirements and Work that is not regulated by the Department of Transportation ("DOT") will meet or exceed the requirements of Company's drug and alcohol testing requirements for Contractors not doing "covered" DOT work. The Contractor shall provide Company or designee with a copy of its written drug and alcohol testing policy, and, if requested, shall allow the Company or designee to audit its records and procedures pertaining thereto. Contractor will be responsible for ensuring that any subcontractor also meets the requirements imposed on Contractor under this Section 27. 28. COMPLIANCE WITH APPLICABLE LAWS AND COMPANY POLICIES. Contractor warrants that it is, and shall remain, in compliance with EPA, FLSA, OSHA, Department of Transportation, and other applicable federal laws and regulations, and shall cause its employees and subcontractors to comply with such applicable laws and regulations throughout the term of this Master Agreement and the applicable Request For Services. Contractor also warrants that it shall comply and cause all its employees, agents and subcontractors to comply with any and all policies, rules and/or procedures established by Company pertaining to the Work. Any Contractor performing Department of Transportation - covered tasks, shall furnish qualified individuals to perform the Company's covered tasks. A covered task is an activity that (a) is performed on a pipeline facility and (b) is an operation or maintenance task, and (c) is performed as a requirement of either 49 C.F.R. Part 192 or 49 C.F.R. Part 195, and (d) affects the operation or integrity of the pipeline. Contractor shall use a process for valuation and records retention acceptable to the Company and in accordance with 49 C.F.R. Part 192, 807 and 195.507. To the extent the Department of Transportation has placed pipeline transportation companies on heightened security alert, Contractor is responsible for heightened security to insure that persons non-essential to the performance of the Work or Page 6of10 foreign objects/items are not permitted at the Work Site. Contractor will be responsible for implementing security background checks for persons performing Work. One 6 cubic yard, bear -proof dumpster will be provided on-site. (Assuming 12 bedrooms and 1 kitchen (i.e. 13 unit equivalent) times 4 cubic feet = 52 cubic feet divided by 27 cubic feet per cubic yard= 1.92 cubic yard container. For sake of convenience, a 6 cubic yard dumpster will be provided on site). This dumpster will be constructed of steel and include dual steel lids. These lids are secured via the use of a steel bar across the top of the steel lids with positive connection and a hasp lock at the sidewalls to restrict entry into the dumpster. "Stranded" Plan As discussed above, this facility will be designed to handle an overflow of occupants in the case of a blizzard that immobilizes traffic in and out of the area. Based on the experience of company employees who have lived and worked in the area for decades, the worst of storms can cause traffic to cease for up to 72 hours. Therefore, Williams is comfortable in planning for a 10 -day contingency supply of water, food, and fuel. PTI's standard operating procedure is to stock 3 -weeks' worth of food at every venue such as this. Adequate tank facilities will be on-site to store 45,000 gallons of diesel fuel. Some portion of this diesel fuel will be used to run the generators that power the sleeping and dining facilities. The remainder would be used for the drilling operation. Finally, adequate tank facilities will be on-site to store 420,000 gallons of fresh water. The majority would be used for the drilling operation. Approximately 12,000 gallons of potable water will be stored in 3 tanks as a contingency for the housing and dining facilities. This water would be treated prior to use in the facility. Emergency Services Please refer to Section 11 in the booklet for a copy of Williams' Emergency Response Plan for all of the company's operations in Garfield County. This facility will be supplied with Class B or Class C fire extinguishers in readily accessible and readily visible locations. Enough extinguishers will be supplied in order for one to be located within any 100' radius. In addition, Williams will be constructing and supplying to the facility a mobile firefighting unit that is equipped with "Purple K" fire retardant. This unit is approximately 3'x3' in size. Williams has used this unit in other operations in Garfield County. Due to the use of this facility during the winter season, all equipment, tanks, and lines will be winterized. Thus fresh water tanks on location can be supplied with all-weather hoses to assist with any firefighting event. Williams and its contractors have reviewed recommendations distributed by St. Mary's CareFlight out of Grand Junction with regard to helicopter evacuation and landing zone specifications. The helicopter would require a 100'x100' clear and flat zone to land. This zone can easily be accommodated at the southwest end of the drilling pad. With regard to medical and other emergencies, Williams will be contracting a full-time on-site EMT/Paramedic/Safety/Security Administration Assistant. This person will be located at the facility 24 -hours a day and will be the first -responder in the case of a medical emergency and will also coordinate traffic flows, attendance monitoring, and helicopter operations (ie FlightCare) if needed. This person will be supplied by Page 7 of 10 CenterLine, Inc. This individual will also be responsible for monthly sanitation, safety, security, and fire protection inspections, as well as water usage and sewage disposal reports. This person will also oversee fire prevention efforts. Williams Production RMT Co. will provide detailed location descriptions, directions, and maps to all emergency service providers in county. Please refer to section 4 in the booklet for a detailed map and route to the facility. Site Plan Please refer to Exhibit #1D that illustrates the site plan and layout of this facility, in conjunction with the standard drilling facilities. The structures that will be associated with the Temporary Living and Storage Facility are outlined on page #1. All buildings will be installed and operated to meet all International Building Code 2003, International Plumbing Code 2003, International Mechanical Code, National Electric Code 2002, National Fire Protection Association, and International Fire Code 2003. Also, please note that no County or State roadways exist within one mile of this facility. Several private roadways will be used to access this site. After operations on this drilling pad are complete, it will be reclaimed as per guidelines from the Colorado Oil and Gas Conservation Commission. As shown in section 4 of this booklet, this location will be flat. Other than the drilling reserve pit, no significant amounts of standing water are expected. Topographical Description Please refer to Exhibits #1B that illustrates the topographical nature of this area. Please note that the entire pad will be flat and to grade. Construction of this pad has commenced. Garfield County Assessor's Map Please refer to Exhibit #5A which are Garfield County Assessor's Maps showing the subject property and all public and private landowners thereto. A listing of adjacent property owners is shown on Exhibit #5B. Deed Please refer to section 6 for documents that portray the progression of ownership of these lands. The Patent (Deed) showing the original transmittal of this acreage from the United States Bureau of Land Management to the Federal Oil Shale Co. The document titled "Certificate of Amendment of Certificate of Incorporation of Pacific Western Oil Corporation illustrates the name change from Federal Oil Shale Co./Pacific Western Oil Corp. to a new entity called Getty Oil Company. The other documents outline the name change from Getty Oil Company to Getty Oil Exploration Co. Also included is a certificate of merger that documents the transfer of ownership from Getty Oil Exploration Co. to Chevron U.S.A. Inc. Legal description of lands for which the Temporary Living and Storage Facility will traverse: portions of the NE/4SW/4 and portions of the NW/4SE/4 of Section 3, Township 5N, Range 97W. Page 8 of 10 Surface Owner (Chevron USA) Consent Chevron USA has agreed to the use of this surface as acknowledged in the attached letter dated July 12, 2006 (see section 7). Chevron USA has been privy to these plans for several months and has verbally accepted and supported this effort. Also, please see the attached lease agreement between Williams Production RMT and Chevron USA which allows for temporary "mancamps" as well as support structures on all associated leasehold. Please refer to section 7 of the application for these documents. Section 5.03 Review Standards (1) The proposed temporary housing and storage facility will be served by water hauled onto the site and stored in tanks. These tanks will allow the water to be distributed to the proposed units or in storage tanks attached to each unit. The water supplied will meet the Colorado Department of Public Health and Environment standards for public water supplies. All of these facilities will meet or exceed accepted engineering standards. Please refer to "Description of Water Facilities" section for greater detail. (2) Proposed traffic generated to the site will be the standard and existing traffic associated with Williams' drilling activity on the property. The proposed facility will generate a net reduction in the amount of daily traffic to this drilling pad location and should therefore reduce impact on the Garfield County road system. County roads that should benefit from this facility include CR 45, CR 213, CR 204, as well as others in Rio Blanco County. This net reduction of traffic will decrease dust, noise, glare, vibration, and adverse impacts on wildlife. (3) Due to the remote nature of the facility, minimal impacts on adjacent property will occur. Williams has received an approved Surface Use Agreement from Chevron USA. Please see the signed letter dated July 12, 2006 in the booklet. The Williams Production RMT Co. Temporary Living and Storage Facility will meet all applicable Performance Standards as detailed in Garfield County Supplementary Regulations 5.03.08. Potential Additional Sites As part of this application, Williams Production RMT Co. has outlined plans for additional facilities of this nature throughout Garfield County, primarily on the high plateaus. Below is a listing of additional sites that Williams would like administrative approval on following review and approval of this application. NW/4 SE/4 of section 25, Township 5 South, Range 97 West (Trail Ridge Field) NE/4 SE/4 of section 13, Township 5 South, Range 97 West (Trail Ridge Field) S/2 SE/4 of section 16, Township 5 South, Range 97 West (Trail Ridge Field) NW/4 NE/4 of section 22, Township 5 South, Range 97 West (Trail Ridge Field) SW/4 of section 27, Township 6 South, Range 97 West (West Grand Valley Field) SW/4 NW/4 of section 24, Township 6S, Range 96W (Allen Point Field) Page 9 of 10 These lands lie in the same zone district as the facility outlined in this application and fit all of the same criteria outlined in this submittal. Please refer to section 5 for additional Garfield County Assessor's Maps relating to these potential additional sites. Density of these temporary living facilities will never exceed one site per 320 acres. In fact, Williams Production RMT Co. at most is considering six sites over an area of nearly 32,000 acres in Garfield County. Other Miscellaneous Information Williams Production RMT Co. will not allow any alcohol or firearms at the Temporary Housing and Storage Facility. Outdoor smoking areas will be designated and will exist at safe distances from any potentially flammable materials. No animals or pets will be allowed at the facility either. If any other data or information is required regarding this application, please contact Phil Vaughan at (970) 625-5350. Page l0 of 10 • .j• 660'+ mo: . • .f• • • ?io o ; 7 TR r �r! 1• : j'.. •i ;' (1(I<1UR-,:l!VGLES F- = BUD FORIi .' • R 533• Tre -3-597. • +- ; :•. '.4 f- cn m660'±? N ' Ao- . • ; •• f/' f • ,f ' '►if •#• � TR 343-597!. '� r.'v. T;-''' Nom' drtgRIFFIN & ASSOCIATES, INC. •- TR 5344-597 • PROPOSED BIJL FOOTAGE FOR WILLIAMS PRODUCTION RMT COMPANY CHEVRON TR 33-,23-,533-,34,-534-,423-,424-,24-3-597 1414 ELK ST, SUITE202 ROCK SPRINGS, WY 82901 (307) 362-5028 SCALE: 1'1= 500' JOB No. 13815 DATE: 6/23/06 Exhibit 1B • r r 1. SYMBOL HIGHLIGHT V BUILT PADS • 2006 DRILLING LOCATION • 2006 BACKUP LOCATION WINTER PILOT PROGRAM • WINTER BACKUP PROGRAM 0 2004-2005 WELLS A 2007 LOCATION r •ti --1'S 111 t • .• , 11 r • 411 mrr ;; r j;•s. II- It, r• .1 f a. a. atm r .': 'Ka. ,-•:, }p, 1 " J „..2'• • � :.d1 • a. i n. -,•c-- t • 1 Sam 1, 1� 1 I it . I. -.•1 ,.0 . , 1 , .r .d. 1 � rN 4 .: em. f ;l 4233 1 _F/r If 1 a%- ,.. -/••F .fry r i}' _ r 1k '1 1. �. ;- r 'I, :•� .., •• ':I4._rl.. '. ' tr I 1 • ., r Piceance Highlands Trail Ridge 2006 Drilling Program Winter Pilot Project POSTED WELL DATA Well Number • • • SYMBOL HIGHLIGHT BUILT PADS 2006 DRILLING LOCATION 2006 BACKUP LOCATION WINTER PILOT PROGRAM WINTER BACKLIT' PROGRAM 2004-2005 WELLS 2007 LOCATION WELL SYMBOLS Location ti Gas Wel 500 1.000 FEET June 14. 2006 �` f:'• '4 g • f "+— - , f 1 . '? '4' Y • 4293=597• 14,55. /r, V.. 4 ' . f 4! • r • r'' r '—t 1• �• 1 t 1 1— ,25.1 2- 3 UNGRADED ELEVATION: 8566.9' FINISHED ELEVATION: 8562.1' \ 125' 100' w N N 4 BEFORE DIGGING CALL FOR 'UTILITY LINE LOCATION NTHISA DRAWINGTARL tSTIMATSED N AND THE USE OF AT THE RESPONSIBILITY OF THE USER kI / / // / / �s W Xk/ / // i QIn"°.r fin" mn� m` mn EXHIBIT 1C 100 0 100 ■ • • SCAI E --FEET rigRIFFIN & ASSOCIATES, INC. I YILLL4MS PRODUCTION RMT COMPANY CHEVRON IR 33-,23-,533-,34,-534-,423-,424-,24.3-597 ESTIMATED EARTHWORK 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY 82901 (307) 362-5028 SCALE: 1'= 100' ITEM CUT FILL TOPSOIL EXCESS JOB No. 13815 PAD 10398 CY 7560 CY 2776 CY 62 CY REVISED: 6/23/06 PIT 5593 CY 5593 CY TOTALS 15991 CY 7560 CY 2776 CY 5655 CY i ' r MEM W WT aaa ricRIFFIN & ASSOCIATES, INC. IYILLIAMS PRODUCTION RMT COMPANY CHEVRON TR 33-,23-,533-,34,-534-,423-,424-,24-3-597 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY82901 (307) 362-5028 JOB No. 13815 HORZ. 1" = 50' VERT. 1"= 10' REVISED: 6/8/06 UNGRADED ELEVATION: 8566.9' FINISHED ELEVATION: 8562.1' EXHIBIT 1E 8 " EXHIBIT 1G A . %8 , MI6 ' 6:17AM COVERALL -F'ERKA. (97c11) 245-1$3? Coverall Building Systems Inputs 1Jo.4491 P, 8/9 Page 1 of 2 Cover -All Building Systems Engineering Summary Cover All Space - 747 -13 23.5 Road - Grand Junction CO 81505 970-2454000 Fax 245-1838 Building Ratings and Code Requirements Wizard for United States of America Site \'aliit's Building Type Model: TBS2 - Titan Building Span (ft): 90.0 Length (ft): 98.0 Spacing (ft): 14.0 Wall Height (ft): 1.0 Ends: 2.0 State: Colorado County: Rio Blanco Ground Snow Load (Psi): 80.0 Roof Snow Load (Psf): 40.3 Wind 3 Second Gust (Mph): 97.0 shown on this wizard and 7 am responsible for any changes to the project resulting from incorrect information shown. Structural Design: ASCE 7-02 C isk Requirelt1ents Ruilding I)int ensioX S Building Code: Colorado Construction Safety Code Area (sq ft): 8,820.0 Building Use: F-2 (INDUSTRIAL LOW 1IAZ .RD)(including foundation " 43.6 Volume no Liner (cu ft) 81,4ry 1 0 height) Exposure.: Exposure C, Fully Exposed Volume with Liner (cu 245,793 0 (including foundation Fire Safety Basic ft) height) Thermal Factor 1.0 Membrane: FR Construction: Type 11 B ver Surface Area (sq 13,319 G (excluding end wall Co) area) Anchor etl Point Re R Requirementu End Wall Surface Area 2,782 0 (excluding foundation Sun (sq ft) height) Results 1.dTa_ iiiiginformation 1 Cover -All Space, agree with The above reactions are unfactored and include dead load. * Contact STS for additional Tension Anchor reaction Building Approved for Site file:l/C:\WizardUSA .htrm 7 6/16/2006 Building Ratings Site Loads shown on this wizard and 7 am responsible for any changes to the project resulting from incorrect information shown. Basic. Wind Speed (Mpb): 129 97 Max Wind Pressure (Psi): 31.3 17.6 Roof Snow (Psf): 43.6 40.3 Ground Snow (Pst): 86.5 80.0 Live Load (Psf): 26.1 12.0 Anchor etl Point Re R Requirementu c SitJ hor- Point Reguire.Cizent Compiete_Li i n. Sun . Site Specific Live Snow 'Wind Perpendicular Wind Perpendicular Leeward Wind Parallel Horizontal (Kips): 9.2 ✓ 4.6 9.2 4.4 - - - 1.7 Downward (Kips): 15.7 ✓ 7.8 15.7 - - - - - - - - - Upward (Kips): 5.4 ./ - - - 0.4 - - - 5,4 The above reactions are unfactored and include dead load. * Contact STS for additional Tension Anchor reaction Building Approved for Site file:l/C:\WizardUSA .htrm 7 6/16/2006 311.3181,694 tz>raait5e rn '..rlr.>.v,..,...rw.- .. 54'-0" COMPLEX FLOOR PLAN -202121-111=0041.4262 1 flint S, 3 41 weuK um 4 121COAT 1x/722 ROM OO / ID rO A ONEWE ENIER TM LIED PFIpa�NL SELF W RIO OW • 10 PAOOED wawa aWi 12i'2I1W12 T 12 3 1 IQALO M FL LOOM 13 3 Ta f41111=0 L'Ee114 «mtNN OWE BOOT PAI. amoan 10 1 FIN 61Na2NER ONNINSCOI i i g��__//11�4BsWIEw m J4w 31Ew B 1111 1 11 �I BEAT WTA u 80 21 aim NOW-110211voity uµrv%v 25 COFFEE WAR 26 =airOBS& ILO 2/ 3 DWG 1162 18 MOW 5= 10110 OWN 30 13 =maw OW REPRCEMER AMEN 318.S. 84E1TTWO POT OK W O PROOF Os OAR 33 P1111 O a 4 OT1w W EWE 102 CCAN613 RO 3s 4 P 3 110 140' TAKE 37 15(001 438 0 R (O° Mt w/ WO 41 MJ MR N 2 Orb IE11 OW/ cIwxs W 2 ONES 44 1 sS aOPDB' CAW 45 1 WALL 1210 IBA) 51W1 Wwmnt /. LA IWO N 1 P/t{ SWOP SELF 1 N 4 100Cr W/ PARw ORPanW 40SWF TOW. DISPOSE8 4 64 3 MOM y3A2L'g1OwF1 WLL WO W WW1 - N 3 TOOL' OIIaoa=�� 51 3 sax 4 3LOOpIX WC 11761 51411F 0a N 1 W jrBOLDI ZLOWY ap IIW1 1 ODD WIPER O 1 1 12/00 NN WW1 DONO-/-91/228 62 2 40 W. FT. fm10W1TOR 63 2 N W. FT. FREE201 a 1 241 swans tam. mIW WIOP t T OaEEA 118=1 =MRS EOM No Date Revision 2/18/40 CLIENT REVISIOm By Approved PSV • 23MAR06 ISSUE FOR BID SMK Confidential Permission required to reproduce or submit copies of this drawing to a third party for examination Approved by Engineer Tide 6 UNIT DRILL CAMP 24 PERSON BEDROOM FLOOR PLAN for HB RENTAL«&.. Date 27 MAR 06 Scale Approved by Client Drawn by SMI< Checked by G ; Dr g• B -606-025—S01 Rev' 0 74' 6' 12' 0" —I- .w�6" UNIT r1 12' 01 —_ y-.--6" UNIT #2 f— 12' 0" —. yf6" UNIT /3 �.— 12'-0" —� y�6" UN IT j4 — 12'-0" —_ y�6" UNIT #5 �— 12' 0" — UNIT /6 is L -Lout -7'P tJ [ [ ] �1 , [ ] L [ I , ] • I� F C 1 ] e€aaaai [1;71-7' C ] m� I: ' ` ";[ meow 9EDn00Y 3,,_-. F1,,_ F1... FR... FR.. F R���F mimil I giE 0i --t - `e ® "1 II V • ■10 .e ® ®n nen 1 ., __®' ® ®[ cm SINGLE .aerLwwr III � ,Li �1� UUU ii 11 n n n REC/LOaE B I -,141 yr �Qs ir.k i i OD . ,MI Isi _ cup • WUOROOW ® -1 /1 Y.�.1 MECHANICAL — 11 f ] e2 Cf ® RaaL DRY FOOD STORAGEfi p I ® 410 CD COMPLEX FLOOR PLAN -202121-111=0041.4262 1 flint S, 3 41 weuK um 4 121COAT 1x/722 ROM OO / ID rO A ONEWE ENIER TM LIED PFIpa�NL SELF W RIO OW • 10 PAOOED wawa aWi 12i'2I1W12 T 12 3 1 IQALO M FL LOOM 13 3 Ta f41111=0 L'Ee114 «mtNN OWE BOOT PAI. amoan 10 1 FIN 61Na2NER ONNINSCOI i i g��__//11�4BsWIEw m J4w 31Ew B 1111 1 11 �I BEAT WTA u 80 21 aim NOW-110211voity uµrv%v 25 COFFEE WAR 26 =airOBS& ILO 2/ 3 DWG 1162 18 MOW 5= 10110 OWN 30 13 =maw OW REPRCEMER AMEN 318.S. 84E1TTWO POT OK W O PROOF Os OAR 33 P1111 O a 4 OT1w W EWE 102 CCAN613 RO 3s 4 P 3 110 140' TAKE 37 15(001 438 0 R (O° Mt w/ WO 41 MJ MR N 2 Orb IE11 OW/ cIwxs W 2 ONES 44 1 sS aOPDB' CAW 45 1 WALL 1210 IBA) 51W1 Wwmnt /. LA IWO N 1 P/t{ SWOP SELF 1 N 4 100Cr W/ PARw ORPanW 40SWF TOW. DISPOSE8 4 64 3 MOM y3A2L'g1OwF1 WLL WO W WW1 - N 3 TOOL' OIIaoa=�� 51 3 sax 4 3LOOpIX WC 11761 51411F 0a N 1 W jrBOLDI ZLOWY ap IIW1 1 ODD WIPER O 1 1 12/00 NN WW1 DONO-/-91/228 62 2 40 W. FT. fm10W1TOR 63 2 N W. FT. FREE201 a 1 241 swans tam. mIW WIOP t T OaEEA 118=1 =MRS EOM No Date Revision 2/18/40 CLIENT REVISIOm By Approved PSV • 23MAR06 ISSUE FOR BID SMK Confidential Permission required to reproduce or submit copies of this drawing to a third party for examination Approved by Engineer Tide 6 UNIT DRILL CAMP 24 PERSON BEDROOM FLOOR PLAN for HB RENTAL«&.. Date 27 MAR 06 Scale Approved by Client Drawn by SMI< Checked by G ; Dr g• B -606-025—S01 Rev' 0 Trailer Office Trailer Office 0. E o co m Um c c 2 0_ Refer Storage 1 200' X 100' Reserve Pit 0 0 0 LO to N_ COX 0 0 ct. Ell ATCO structures ATCO STRUCTURES (U.S.A.) INC. SPECIFICATION FOR 72' X 54' 6 -UNIT DRILL CAMP CLIENT: HB RENTALS SPECIFICATION: 606025-11B DATE: SEPTEMBER 08, 2006 PBV 9/15/06 Revision ATCO ATCO STRUCTURES (USA) INC. 1.00 General Information 1.01 Precedence Of Specifications The following specification will take precedence over the drawings. This proposal is based on the following specifications and enclosed floor plan. 1.02 Color Matching ATCO shall not be held responsible for any discrepancies of color or pattern matching due to suppliers manufacturing tolerances. Pricing is based on the following "standard" colors/materials unless otherwise noted in these specifications: - 1/8" vinyl floor tile: Vinyl covered gypsum: - Vinyl base: - T -grid ceiling tiles: - HVAC units: Exterior receptacles: High Rib siding: Armstrong: Shelter -White, Fortress -White, Cool -White Hampton Gray or Ruff Stuff Azrock CB series Celotex Tan or Grey Grey Saddle Tan, Light Stone, Polar White 1.03 Alternate Equipment ATCO reserves the right to make substitutions of material and equipment with material and equipment equal in quality. 1.10 Contractual Information 1.11 Code Compliance The proposed buildings will comply with the following list. Changes required by local codes or due to proximity to existing buildings have not been considered. International Building Code (IBC) 2003 International Fuel Gas Code 2000 International Plumbing Code (IPC) 2003 National Electrical Code (NEC) 2002 International Mechanical Code (IMP) 2003 2.00 General Description 2.01 Type, Number and Description Type Number Mobile 6 ATCO prefabricated wood framed mobile buildings, measuring 12' wide x 54' long 2.03 Loading Parameters Live floor load Live roof load Wind load 50 P.S.F. 75 P.S.F. 100 M.P.H. @ 3 -SECOND GUSTS 3.00 Structural Specifications 3.01 Design Criteria Structural ceiling/sidewall height at 8'-10" Finished ceiling height at 7'-6" SPEC1606-0001606-025-HBRENTALS 2 www.atcostructures.com CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. ATCO 4.00 Plumbing Specifications 4.01 Supply Lines • Copper pipe stubbed to underside of structural floor to single drop per floor w/ site connection & insulation, by others. • Supply line to fixture connection to be industry standard 4.02 Drainage, Waste& Vent Piping • Drainage lines and fittings to be PVC • All drainage lines to be concealed where possible • Fixture drain lines stubbed to single drop per floor w/ site connection, & insulation by others. 5.00 Electrical Specifications 5.01 Unit Power Requirement • 120/240 volt, single phase, three wire, 60Hz 5.02 Service Entrance • Conduit stub -down @ unit end for site connection by others. • Main service ground - by client. • All breakers to be 10,000 AIC, snap -in type 6.00 Fire Alarm System 6.01 Fire Alarm System • Stub -ups provided for client supplied/installed fire alarm system • No other provisions have been made for fire alarm system 7.00 Signal System 7.01 Telephone • Telephone wiring, terminations, and connection fees- by client. 8.00 Drawing(s) 8.01 Drawings • As per Atco Structures (USA) Inc. supplied drawings. SPEC1606-0001606-025-HBRENTALS www.atcostructures.com 3 CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. ATCO Complex : 001 72' X 54' 6 -UNIT DRILL CAMP (C/W) Unit : 000 72' X 54' 6 -UNIT DRILL CAMP (C/W) Category: FRAMES - SKID & INTEGRAL 12", 26#, 2 -RUNNER SKID FRAME W/ 18" & 30" EXTENSION BUMPERS TO MATELINE WALLS Category: FLOORS 2X8@16" 0/C, R19 KRAFT -FACED, 3/4" T&G 12' WIDE 2X8 DOUBLE RIM JOIST 30 -GAUGE METAL BELLY PAN W/ 3/8" OSB UNDER - 12' WIDE Category: FLOOR -(INTERIOR FINISHES) 1/8" VINYL COMPOSITE TILE 12' WIDE - ARMSTRONG 1/8" VINYL COMPOSITE TILE 12' WIDE - ARMSTRONG EPDXY FLOOR TO KITCHEN & WASHCAR UNITS - 12' Category: WALLS Quantity Length 6 1.00 20 1.00 Quantity Length 6 54.00 6 54.00 6 54.00 Quantity Length 5 54.00 2 30.00 2 24.00 Quantity Length 2 X 4 @16" 0/C, R11 UN -FACED, 3/8" OSB - 10' - MATELINE 1 540.00 2 X 4 DOUBLE TOP PLATE - MATELINE WALLS 1 540.00 2 X 6 @16" 0/C, R19 UN -FACED, 3/8" OSB - 10' - OUTSIDE WALLS 1 252.00 2 X 6 DOUBLE TOP PLATE - OUTSIDE WALLS 1 252.00 6 MIL POLY VAPOR BARRIER TO EXTERIOR WALLS 1 792.00 5/8" VINYL COVERED GYPSUM 10' 1 648.00 FULL HEIGHT FRP OVER 5/8" GYPSUM KITCHEN/DINER/RESTROOM 1 144.00 4" VINYL COVE BASE 1 792.00 Category: SIDING 29 GA. PAINTED LOW RIB SIDING W/ TRIM Category: PARTITIONS 2 X 4 #2 SYP @ 16" 0/C - 10' 2 X 4 DOUBLE TOP PLATE 5/8" VINYL COVERED GYPSUM 10' FULL HEIGHT FRP OVER 5/8" GYP. KITCHEN/DINER/RESTROOM 4" VINYL COVE BASE R11 UN -FACED INSULATION TO PARTITIONS 2 X 4 WOOD PLENUM WALL Category: ROOF, FRAMING Quantity Length 6 132.00 Quantity Length 1 370.00 1 370.00 1 654.00 1 74.00 1 728.00 1 728.00 1 42.00 Quantity Length 2 X 8 #2 SYP@ 16" 0/C, R30 UN -FACED - 12' WIDE 6 54.00 2 X 10 @ 16" 0/C TRANSVERSE SLOPE - 12' WIDE 6 54.00 2 X 4 T -GRID SUSPENDED CEILING - 12' WIDE 6 54.00 5/8" TYPE "X" GYPSUM TO UNDERSIDE OF RAFTERS - 12' WIDE 6 54.00 SPEC1606-0001606-025-HBRENTALS www.atcostructures.com 4 CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. ATCO Category: ROOF, SKINNING .045 EPDM, 1/2" CDX PLYWOOD - 12' WIDE TERMINATION STRIP TO PERIMETER 6 -MIL POLY VAPOR BARRIER Category: EXTERIOR DOORS Quantity Length 6 54.00 6 132.00 6 54.00 Quantity Length 36" X 80" GIENOW INDUSTRIAL DOOR W/ 10 X 18 V.P. 4 1.00 PANIC HARDWARE W/ RIM CYLINDER - TAYMOR 4 1.00 DOOR CLOSER - ADA 4 1.00 36" X 80" GIENOW INDUSTRIAL DOOR W/ LOCKING ARM 24 1.00 MATELINE DOOR SEAL W/ THRESHOLD 24 1.00 Category: INTERIOR DOORS Quantity Length 36" X 80" S.C. DOOR 20 MIN RATED W/ METAL FRAME 26 1.00 DOOR CLOSER - TAYMOR 26 1.00 PUSH/PULL HARDWARE TO WASHROOM DOOR 2 1.00 KEYED LEVER - TAYMOR 54 1.00 Category: WINDOWS 48" X 36" DUAL GLAZE, HORIZONTAL SLIDER W/ SCREEN 48" VINYL MINI BLINDS Unit : 001 FURNISHINGS Category: DOMESTIC & DORMITORY EQUIPMENT *** 4 -PERSON BEDROOM FURNISHINGS *** BED - 36" X 80" BUNK BED W/ INNERSPRING MATTRESS PERSONAL SHELF/ LIGHT COMBO 18" 3 -HOOK COAT HOOK BOARD 12" X 18" X 72" METAL LOCKER 24 X 18 WRITING DESK COMPLETE W/ CHAIR Quantity Length 14 1.00 14 1.00 Quantity Length 26 1.00 52 1.00 26 1.00 52 1.00 13 1.00 *** CAMP ATTENDANT BEDROOM FURNISHINGS *** BED - 36" X 80" TWIN BED W/ INNERSPRING MATTRESS 4 1.00 PERSONAL SHELF/ LIGHT COMBO 2 1.00 24 X 18 WRITING DESK COMPLETE W/ CHAIR 1 1.00 18" 3 -HOOK COAT HOOK BOARD 1 1.00 12" X 18" X 72" METAL LOCKER 2 1.00 36" 3 -TIER SHELVING 2 1.00 *** STORAGE ROOM FURNISHINGS *** 4' 3 -TIER STAINLESS WIRE SHELVING 4 1.00 *** RECREATION/LOUNGE FURNISHINGS * * * 3 -PERSON NAGAHYDE COUCH END TABLE COFFEE TABLE 16.5 CU FT REFRIGERATOR 20" T.V./DVD COMBO W/ SHELF 2 1.00 2 1.00 1 1.00 1 1.00 1 1.00 SPEC1606-0001606-025-H BR E NTALS www.atcostructures.com 5 CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. ATCO *** DINING ROOM FURNISHINGS *** COFFEE MAKER 1 1.00 JUICE DISPENSER 1 1.00 8' PLASTIC LAMINATE COUNTERTOP W/ LEGS 1 8.00 VINYL STACK CHAIR 18 1.00 8' FOLDING PLASTIC DINING TABLE 3 1.00 CONDIMENT SHELVING 3 3.00 16.5 CU FT REFRIGERATOR 1 1.00 *** KITCHEN FURNISHINGS *** STAINLESS STEEL TRIPLE POT SINK W/ DRAINBOARDS & SHELF 0 1 1.00 6' PLASTIC LAMINATE COUNTERTOP - DISH COUNTER 1 6.00 4' PLASTIC LAMINATE COUNTERTOP W/ BASE CABINET 1 4.00 HOT FOOD TABLE 1 1.00 16.5 CU FT REFRIGERATOR 1 1.00 10# FIRE EXTINGUISHER IN RECESSED CABINET 1 1.00 BAKERS TABLE W/ BINS 1 1.00 UTENSIL RACK 1 1.00 STAINLESS STEEL SHELF OVER BAKERS TABLE 1 1.00 60" RANGE W/ 4 -BURNERS, GRIDDLE TOP AND OVEN 1 1.00 DEEP FRYER 2 1.00 S.S EXHAUST HOOD/FIRE SUPRESSION/EXHAUST FAN 1 1.00 *** WASHROOM/LAUNDRY FURNISHINGS *** 12" DEEP WHITE MELAMINE SHELVING 1 12.00 12" DEEP WHITE MELAMINE SHELVING 1 3.00 3' PLASTIC LAMINATE COUNTERTOP W/ HAMPER & TOWEL SHELF 1 3.00 18" 3 -HOOK COAT HOOK BOARD 4 1.00 SPEED QUEEN AUTOMATIC WASHING MACHINE 1 1.00 SPEED QUEEN ELECTRIC DRYER 1 1.00 12" DEEP WHITE MELAMINE SHELVING 1 5.00 *** COOLER/FREEZER FURNISHINGS *** 49 CU. FT. REFRIGERATOR 2 1.00 49 CU. FT. FREEZER 2 1.00 2' PLASTIC LAMINATE COUNTERTOP 1 2.00 *** MECHANICAL ROOM FURNISHINGS *** 1600 GAL. WATER STORAGE W/ PUMP & PRESSURE SYSTEM 1 1.00 48" 3 -TIER WIRE SHELVING 1 1.00 Unit : 002 ELECTRICAL Category: LIGHT FIXTURES Quantity Length 60 WATT, INCANDESCENT LIGHT W/ 6" GLOBE - ROMEX 14 1.00 2 X 4, T12, 4 -LAMP, RECESSED LIGHT FIXTURE - ROMEX 25 1.00 70 WATT HPS W/ PHOTOCELL - ROMEX 4 1.00 Category: DEVICES - SW'S,RECEPT'S Quantity Length 15 -AMP DUPLEX RECEPTACLE - ROMEX 62 1.00 15 -AMP DUPLEX GFI RECEPTACLE - ROMEX 3 1.00 SINGLE POLE SWITCH - ROMEX 24 1.00 3 -WAY SWITCH - ROMEX 4 1.00 SPEC1606-0001606-025-H BRENTALS 6 www.atcostructures.com CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. ATCO Category: PANELS & BREAKERS Quantity Length 100 -AMP EXTERIOR NEMA 3R PANEL W/ MAIN 5 1.00 EXTERIOR SURFACE MOUNT W/ MAIN & UNIT CONNECTION WIRE 1 1.00 PANEL CH 60 AMP DISCONNECT 6 1.00 Category: WIRING- APPLIANCES, HEATERS ETC Quantity Length UNIT TO UNIT INNERCONNECTS 15 1.00 ELECTRIC WATER HEATER WIRING - ( ALL ) 1 1.00 EXHAUST FAN WIRING 2 1.00 HVAC WIRING 6 1.00 Category: PHONE, COMPUTER BLANK J -BOXES STUBBED ABOVE CEILING VIA EMT CONDUIT Category: FIRE ALARM, EXIT, EMERGENCY LT Quantity Length 16 1.00 Quantity Length BLANK J -BOXES STUBBED ABOVE CEILING VIA FLEX CONDUIT 24 1.00 SMOKE DETECTOR (9V BATTERY) 20 1.00 DUAL HEAD EMERGENCY LIGHT - ROMEX 4 1.00 LIGHTED EXIT SIGN (SINGLE FACE) - ROMEX 4 1.00 Category: SERVICE ENTRANCE - MAST / CORD Quantity Length 2" EMT STUBBED THROUGH EXTERIOR WALL 6 1.00 Unit : 003 HVAC Category: HEATING Quantity Length EUBANKS, WALL HUNG, 3 TON COOLING, 15 KW HEAT 6 1.00 FIBERGLASS S/A DUCTWORK W/ GRILLES & FIRE DAMPERS 6 54.00 FULLY DUCTED RETURN & FIRE DAMPERS 6 1.00 MAKE-UP AIR UNIT IN GALLEY 1 1.00 Unit : 004 PLUMBING Category: VENTILATION Quantity Length 350 CFM EXHAUST FAN 1 1.00 FRESH AIR INTAKE 1 1.00 75 CFM EXHAUST FAN 1 1.00 SPEC1606-0001606-025-HBRENTALS www.atcostructures.com 7 CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. ATCO Category: PLUMBING FIXTURES Quantity Length 18" X 36" FRAMELESS MIRROR 5 1.00 STANDARD WATER CLOSET W/ OPEN FRONT SEAT — (COPPER PIPE) 4 1.00 32" NON—ADA SHOWER — (COPPER PIPE) 4 1.00 WALL HUNG URINAL W/ FLUSH VALVE — (COPPER PIPE) 2 1.00 FLOOR DRAIN W/ TRAP PRIMER 2 1.00 WALL HUNG LAVATORY — (COPPER PIPE) 5 1.00 FIBERGLASS MOP SINK W/ FAUCET— (COPPER PIPE) 1 1.00 METAL URINAL SCREEN 2 1.00 METAL TOILET PARTITION 3 1.00 WASHER OUTLET BOX W/ VALVES 1 1.00 DRYER VENT 1 1.00 SOAP DISPENSER 3 1.00 PAPER TOWEL DISPENSER 3 1.00 Category: WATER TANKS / HEATERS / PUMPS Quantity Length 80—GALLON ELECTRIC WATER HEATER— QUANTITY AS PER CODE 1.00 AND FOOD SERVICE NEEDS SPEC1606-0001606-025-HBRENTALS www. atcostructures.com 8 CUSTOMER INITIAL Initials verify that all information contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. WELL LOCATION LOOKING NORTH WELL LOCATION LOOKING SOUTH ACCESS ROAD AT PAD WELL LOCATION LOOKING EAST WELL LOCATION LOOKING WEST ACCESS ROAD AT TAKE -OFF rigRIFFIN & ASSOCIA TES, INC. 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY 82901 (307) 362-5028 JOB No. 13815 WILLIAMS PRODUCTION RMT COMPANY CHEVRON TR 33-,23-,533-,3.I,-534-,.123-,424-,24-3-597 REVISED: 6/8/06 From:Williams Production 9702859573 09/08/2006 15:24 1046 P.002/003 09/08/06 PRI 13:40 FAX 307 787 3124 REDI INDUSTRIAL SERVICES td1001 Oil & Gas Field Labor & Equipment • Trash & Septic Service Welders • Port -A -Johns • Backhoe September 8, 2008 Wlllams Production RMT P 0 Box 370 Parachute, Colorado Attention: Mike Gardner Sent Via Fax: 970.285.9573 Declaration of Intent to Obtain Drinking Water Hauling Permit GTM, Ltd Dear Mike: We at GTM are excited at the prospect of providing you and the Williams team services that meet or exceed your expectation. We are most delighted at the prospect of providing water hauling services. Please be advised that we utlltze the city of Meeker municipality water source for the hauling of potable water, Currently we are actively engaged in hauling potable water to a variety of clients. While we do not have a current permit to haul drinking, we are working actively to secure such. We can affirm that we earmark and separate those units that haul potable water from those hauling any other fluids. Meaning, all of our potable hauling trucks are exclusively used for potable -water hauling and nothing else. Our Mr. Kurt Nielsen Is working on obtaining a drinking water permit. He will advise your office when such certification Is obtain. You are welcomed to call Kurt should you have any questions or need additional information. His number is 970.878.4444. Again, thank you for your consideration of GTM. We look forward to providing you quality services. 4incerely JVAnd n JV O (970) 878-4444 Fax (970) 878-4440 Mobile (970) 942.8170 From:Williams Production Redding, Robin (E&P) 9702859573 09/08/2008 15:24 4046 P.003/003 Page 1 of 1 From: Kurt Nielsen [knielsen@redkis.com] Sent: Friday, September 08, 2008 2:32 PM To: Redding, Robin (E&P) Subject: price quote GTM/Redi 235 CR 15 PO Box 2199 Meeker, CO 81641 To Robin, Mike Gardner September 8, 2006 Here are prices for potable water delivery. If you would like I would be able to also provide prices on our septic, trash, and portable toilet services. Water- $20 per load plus $85 per br truck time AlLour water comes from Meeker City Water Department ph # 970-878-5344. And it is delivered in stainless steel tanks 3000 gallons at a time. At this time we do not have a potable water haulers license number. If you have any questions please feel free to call me. Thank you, Kurt Nielsen 970-878-4444 office 970-756-8001 cell knielsen@redi-is.com 9/8/2006 Owner's Name 8 `o 0 U O_ q N W in c • fr Qc c c = o o m m p v U J . U a Permit Processing Fee $50.00 v 0 o L m CD m 0 002 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION cUco. OWNERV\-3 S A Ck \4,..\ &,'‘‘ n! Qta0\t1J„ %et(ST'C. ADDRESS IU(KC.R a ICt tel \ t\ r PHONE ciN (9t'l\t- Q1? 0 - 61'r rat-% CONTRACTOR-1Z ^l?F\y Frtn;nA. ADDRESS PHONE PERMIT REQUEST FOR AQ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED,pFACILITY: (� Near what City ofTownl7as C }sk. @Ik) Size of Lot nun ACres r Legal Description or AddresC lk1vr,,1 1 O at C Sal rL, 1 c h &+-kA (11yAy WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES (}4 OTHER—DESCRIBE Czcs..54-1• ; u. Hnor v. C 14. S Litati,� '9-1:-44 l a� e c Gam BUILDING OR SERVICE TYPE: Ccti.54-rvc?j.h i. — (1Y\ ` A Number of Bedrooms ctorw A-*Or-vt S+yk,. Number of Persons '2-4 -(4. Garbage Grinder --(74) Automatic Washer V4Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( )) SPRING ( ) STREAM OR CREEK If supplied by Community Water, -give name of supplier: Ct' 1 els) DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: S� ✓h lef Was an effort made to connect to the Community System? IJc7 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope ACj c � o� ' 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 174 SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: (74. ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? K5a PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) S 9g � r� Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of' RPE responsible for design of the system: i �.o �s , Cr c c j IIact -a4- Raab Gta-raWttmCtem ,Cm en re i' 24S -b rni 97a-747_100 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluatin g the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signe V-AU �/ VY+t- �� Czekc,T Go. PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! Date k``��'i� 6 3 CRONK CONSTRUCTION • INCORPORATED 1129.24• Road Grand Junction, CO 81505 970.245.0577, 970.257.7453 (tax) INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN Date: September 30, 2006 Prepared by: Thomas A. Cronk, P.E. Cronk Construction Inc. 1129 -24- Road Grand Junction, CO 81505 245-0577 Type of Design: Commercial System Client: Williams Production R.M.T. c/o TPI Industrial Inc. c/o Michael J. Gardner 2471 River Road, Unit A Senior Environmental Specialist Grand Junction, CO 81505 1515 Arapahoe Street 970-243-4642 Tower III, Ste. 1000 Denver, CO 80202 970-263-2714 (v), 970-640-1855 (c) e-mail: Michael.Gardner@Williams.com Site Location: Trail Ridge Man Camp, S3, T5S, R97W, 6th PM, Garfield County Page 1 of 9 1.0 Site History The site consists of approximately 18.51 acres of uncultivated native soil. Drainage is approximately 7% to the northwest. A percolation test/soils evaluation was conducted on the property of reference on 09/19/06 by Tom A. Cronk, registered professional engineer (R.P.E.). The pert excavation trench (excavation A) was located approximately 410' southwest of the first well head located on the parcel and approximately 25' northwest of the access road. Additional perc holes were located 45' northwest of the access road (excavation B) and 70' northwest of' the access road (excavation C). The 09/19/06 investigation was intended to develop subsurface design parameters for an individual sewage disposal system (ISDS) to serve a proposed commercial man camp at the site. Because of the commercial nature of the project, an engineered ISDS design has been prepared. The 09/19/06 perc test/soils evaluation is attached for reference as Appendix A. A discussion of developed subsurface design parameters and the engineered ISDS design follows. 2.0 Development of Design Parameters A perc excavation trench (excavation A) was extended to a depth of 96" below ground surface (BGS). There was no evidence of ground water or high seasonal water table in the open excavation to a depth of 96" BGS. The soils evaluation indicates three distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 0" - 12" clayey sand loam, dark brown; loose and friable 12" - 60" tan sandstone gravel in Tight brown sandy clay/clayey sand matrix 60" - 96" weathered sandstone, tan A pressurized trench INFILTRATOR absorption field is proposed for the site. A design perc rate of 60 min/in. is chosen for overall system sizing. Page 2 of 9 3,0 System Design INFILTRATOR absorption trenches are proposed for discharge of septic effluent at the site. A lift station discharging into pressurized effluent distribution laterals will be employed to discharge septic effluent into the absorption field. Construction of the system will consist of excavating level trenches in the area comprising the absorption field. As shown in the attached septic layout plan, the trenches will be oriented perpendicular (i.e., long axis northeast to southwest) to the natural slope (northwest) to minimize the depth of excavation along the trench length. Each trench excavation shall be continued to a maximum depth of 48" BGS at the uphill side of the trench (see absorption field cross-section). After removal of surface soils, the open excavations will be disked or scarified to promote subsurface absorption. Following completion of the initial push -outs, INFILTRATORS will be used to construct a septic effluent distribution system in the open excavations. The INFILTRATOR effluent distribution system will be installed in accordance with the "Infiltrator Technical Manual", available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. Adjacent INFILTRATORS shall be fastened with a minimum of four (4) 3/4" x #8 self -tapping sheet metal or bright brass deck screws to prevent movement and separation during backfilling. As shown in the attached Absorption Field Cross Section, the bottom of the INFILTRATOR seepage trenches will be located a maximum of 48" below ground level. The installation will provide in excess of 48" of usable infiltration soil between the bottom of each INFILTRATOR trench and the adjoining subsoils. After the INFILTRATORS are installed, the absorption field will be covered with a soil cap. The soil cap will consist of approximately 36" of native soil. A minimum of 5% slope will be maintained to promote surface run off away from the absorption field. Septic effluent will be introduced into the INFILTRATOR absorption trenches through pressurized distribution laterals installed in each row of INFILTRATORS as shown in the attached graphics. The injection laterals will consist of 1" Schd 40 PVC pipe with 3/16" (0.1875") holes equally spaced 72" o.c. along each row of INFILTRATORS. Holes in the injection laterals will be drilled at 12:00 o'clock to direct effluent up for dispersal against the top of the chamber. Injection laterals shall be suspended from the top of the chamber with all weather plastic pipe strapping (min. 120 lbs tensile strength) at every chamber joint connection. Septic effluent will be delivered to the distribution laterals through two 2" (Schd 40 PVC) pressure manifold. Each pressure manifold will be centrally located in the absorption field and serve 'A of the INFILTRATORS (see attached absorption field plan view). A lift station will be utilized to deliver septic effluent to the absorption field and promote equal distribution of septic effluent. The lift station will employ a duplex 051 high head effluent pump (OSI model no. P500512) and screened pumping vault (051 model no. PVU57-2419-L) and shall be constructed in accordance with the attached graphics. Two 2" Schd 40 PVC pressure transport lines will be used to transfer septic effluent from the duplex pumping system to the absorption field (one line to each pump). The pressure mains will be self draining or be buried a minimum of 36" below ground surface to prevent freezing. All pressure piping and absorption bed construction shall be completed in accordance with the attached graphics. The installer must also confirm the setbacks from property lines, building envelopes, and existing easements shown in the attached graphics are maintained. Additionally, any unknown utility lines, Page 3 of 9 easements, or other adverse conditions disclosed during construction must maintain the required setbacks listed on page 6 of this document. A minimum of 12" (18" recommended) of soil cover is required for all gravity flow effluent piping, the septic tank/lift station, and the absorption field (excepting maximum 8" soil cover over septic access ports). All non -draining pressure effluent piping must be covered with a minimum of 36" of cover to prevent freezing. Additionally, all effluent lines under vehicle traffic areas shall be minimum Schedule 40 and shall be covered with flow fill and high density 1-1/2" blue board if less than 12" of cover. Finally, 4" clean outs shall be provided at maximum 100' intervals in all effluent lines exceeding 100' in length. The ISDS will be designed to accept sewage discharge from a twenty four (24) person man camp. The man camp will provide sleeping, eating and laundry facilities for the occupants. Sewage loading estimates follow: source work camps with toilets laundry facilities garbage grinder and misc. loading factor average daily sewage flow (gal/day) 24 employees @ 50 gal/person-day 1200 gal/day 24 employees @ 20 gal/person-day 480 gal/day 24 employees @ 5 gal/person-day 120 gal/day Total Average Daily Flow 1,800 gal/day A minimum 3,375 gallon septic tank is required to provide 30 hours of retention capacity for sewage generated at the above estimated rate. To obtain the required retention capacity, a 2,000 gallon single compartment septic tank (i.e., interior baffle removed) will be placed in series and ahead of a 1,500 gallon single compartment septic tank. Finally, a 1,500 gallon standard two compartment septic tank will accept sewage from the office trailers and crew changing facility (see attached septic layout plan). The second 1,500 gallon septic tank placed in series behind the 2,000 gallon tank will be used as a pumping vault for the OSI pump and screened pumping vault. The effluent pumping system will consist of a P500512 OSI duplex pumping system with an associated Biotube pumping vault (OSI Model PVU57-2419-L) as shown in the attached effluent pump system detail. All construction, dosing chamber capacity, location of ISDS elements, and setbacks from property lines, building envelopes, and existing easements shall be in accordance with the attached graphics. As discussed above, an INFILTRATOR system is proposed to discharge septic effluent to the underlying sub -soils. As shown in the attached graphics, the absorption field will consist of 216 QUICK4 INFILTRATOR units and shall be configured as shown in the attached graphics. The absorption field will encompass a gross area of 2,592 square feet with an effective area (9.87 sq. ft./INFILTRATOR plus 50% reduction factor) of 4,263.84 sq. ft. Calculations and design parameters used to size the absorption field follow. Page 4 of 9 DESIGN CALCULATIONS AVERAGE DESIGN FLOW OF 1800 GAL.IDAY PEAK FLOW = 150% OF AVERAGE = 2700 GAL.IDAY DESIGN PERCOLATION RATE = 60.0 MINIINCH A = 2Q , WHERE, A = ABSORPTION FIELD AREA Q = PEAK FLOW t = PERC TIMEIINCH A = 2 500 60.0 = 4182.82 SQUARE FEET SIZE ADJUSTMENT FACTOR OF 0.5 FOR INFILTRATOR TRENCH SYSTEM ADJUSTED AREA = 4182.82 X 0.5 = 2091.41 SQUARE FEET USE 216 QUICK4 INFILTRATORS @ 9.87 SQ. FT. EACH FOR TOTAL ABSORPTIVE AREA OF 216 X 9.87 = 2,131.92 SQUARE FEET Page 5 of 9 4.0 Site Specific Installation/Oneration Requirements The owner and system contractor shall be aware and comply with the following installation and system operation requirements. 4.1 Installation - Setbacks, Notifications, and Inspections • All installation activities shall be conducted in accordance with current Colorado Department of Health ISDS Regulations as well as any relevant Garfield County regulations and requirements. If at any time during construction, subsurface site conditions are encountered which differ from the design parameters developed in Section 2.0. construction activities will stop and the design engineer will be contacted to address any necessary design modifications. • Installation procedures including grade, location, setbacks, septic tank size, and absorption field size shall conform with the attached graphic details. Construction activities and system components will not encroach upon existing easements or utility corridors. A minimum of 6 ft of undisturbed soil shall be maintained between individual absorption elements and the septic tank and/or adjacent absorption elements. Minimum site specific setbacks for system components are: Source Septic Tank Absorption Field Building Sewer water line 10' 25' 10' domestic well 50' 236' 50' domestic cistern 25' 25' dwelling 5' 20' property lines 10' 10' dry gulch/int. irrig. 10' 161' pond/lake/stream 50' 186' lined water course 25' 25' irrigation ditch open 50' 186' lined/gated 25' 25' solid pipe 10' 10' • All gravity flow sewer lines and effluent distribution piping shall be 4 inches in diameter and have glued joints. INFILTRATORS shall be placed level in the absorption field. All lines discharging sewage from the residence to the septic tank shall maintain fall of between 1/8 in. and 1/4 in. per foot and shall employ sweep 90's or 2-45's at all turns. Sewer lines from the dwelling to the septic tank and at least 6 ft from the septic tank outlet must meet minimum standard ASTM -3034, Sewer lines under driveways shall always meet minimum Schedule 40 PVC standards and shall be encased with corrugated metal pipe or flow fill and minimum 1-1/2" high density blue board when covered with less than 12" of soil. • A minimum of 12" of soil cover (18" recommended) shall be maintained over all gravity draining ISDS components to prevent freezing of septic effluent (excepting maximum 8" cover over septic access ports). Four in. sanitary clean -outs shall be installed at maximum 100' intervals in all non -pressurized effluent lines exceeding 100' in length. Page 6 of 9 • The installer shall not place fill in the open excavation until inspected and approved by the design engineer. Additionally, the final cover shall not be placed on sewer lines, septic tank, or the absorption area until the system has been inspected and approved by the design engineer. The installer shall provide 48 hour notice to the engineer for all required inspections. • The effluent distribution system shall be constructed in accordance with the "Infiltrator Technical Manual" available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. • Pressure piping shall consist of two each 2 in. pressure transport lines, two each 2 in. pressure manifolds, and 1 in. pressure laterals. All pressure piping shall be min. Schd 40 PVC and have glued joints. • The septic effluent pumping system shall consist of OSI components (OSI effluent duplex pump model no. P500512 and associated OSI model PVU57-2419-L pump vault) as detailed in the attached effluent pumping system detail. The effluent pump control panel shall be Orenco model no. SIETM. Electrical wiring shall be continuous cable with all connections made in a weather proof box exterior to the dosing chamber. Limit switching shall consist of: 1) low level/pump off, 2) high level/pump on, and 3) high level alarm/system failure. The high level alarm shall be easily detectable by occupants. Emergency notification information (e.g., telephone numbers of owner and service personnel) shall be posted near the high level alarm. • The effluent pump shall be configured with a minimum dose volume of 200 gal. Storage capacity in excess of the high-level alarm shall be 6" above the pump -on float level. • All access manholes on septic tanks and dosing chambers will be child proof and contain appropriate warning labels if accessible to the public. Confined space entry precautions should be observed by maintenance personnel. • The surface cap shall be mounded 5% over the absorption field to promote surface runoff. • The system contractor shall be aware of the potential for construction activities to reduce soil permeabilities at the site through compaction, smearing, and shearing. The following precautions and construction procedures should be employed during installation to minimize disturbance to native soils: i Excavation should proceed only when the moisture content of the soil is below the plastic limit. If a sample of soil forms a rope instead of crumbling when rolled between the hands it is too wet and should be allowed to dry before excavation continues. ii. Excavation and backfill equipment should work from the surface where at all practical to avoid compaction of the soils at depth. The bottom and sidewalls of the excavation, should be left with a rough, open surface. The appearance should be that of broken or ripped soil as opposed to a sheared, smeared, or troweled surface. Any smoothed or smeared surfaces Page 7 of 9 should be removed with a toothed rake or shallow ripper taking care to remove loose residues from the bottom of the excavation by hand if necessary. iv. Care should be taken in placing fill materials in the excavation to avoid damaging the exposed soil surfaces. 4.2 Operation - Maintenance and Inspections • The owner shall install a structural barrier if necessary and take precautions to prevent vehicular traffic, excessive surface watering, accidental flooding, or other activities in the vicinity of the absorption field which may compact, saturate, or otherwise alter the subsurface soil parameters used in designing the septic system. • The owner will plant and maintain grass or other shallow rooted cover crop to prevent erosion and promote evapotranspiration over the absorption field. • The owner will inspect and maintain the required mounding and drainage away from the absorption field to prevent saturation from precipitation and surface flows., • To mitigate the generation of preferential flow channels which may compromise the operation of the system, the owner will inspect and prevent intrusion of burrowing animals and deep rooted plants into the absorption field. • The effluent pump filter shall be inspected and cleaned as necessary every six (6) months. • The owner will conduct periodic maintenance of the septic system by removing accumulated sludge from the septic tank every 3-4 years to prevent clogging of the absorption field. Page 8 of 9 5.0 Limitations This report is a site specific design for installation of an individual sewage disposal system and is applicable only for the client for whom our work was performed. Use of this report under other circumstances is not an appropriate application of this document. This report is a product of Cronk Construction Incorporated and is to be taken in its entirety. Excerpts from this report may be taken out of context and may not convey the true intent of the report. It is the owner's and owner's agents responsibility to read this report and become familiar with the recommendations and design guidelines contained herein. The recommendations and design guidelines outlined in this report are based on: 1) the proposed site development and plot plan as furnished to Cronk Construction Incorporated by the client, and 2) the site conditions disclosed at the specific time of the site investigation of reference. Crank Construction Incorporated assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design engineer should be contacted to develop any required design modifications. Cronk Construction Incorporated is not responsible and accepts no liability for any variation in assumed design parameters. Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this report or in any of our contracts. Thomas A. Cronk, PE. Date 30 )frog NOTE: This individual sewage disposal plan is meant to include the following six pages of graphics including: 1) plot plan, 2) septic layout plan, 3) absorption field plan view, 4) absorption field cross section, 5) cross section - effluent pumping system, and 6) effluent pumping system design. The plan is not to be implemented in the absence of these related graphics. In addition, results from the percolation test and soils evaluation are included for reference as Appendix A. Page 9 of 9 !�U.iDItAiYG. ;H7X(YTT BLAI , t'_ ROLL FOR CIRCLE DOT G VLC - CUI OFE GULCH9 ,.`.1�-:"rli/'.fir!'. ✓:j!"//f('."�``J�i Lit RIFFIN & ASSOCIATES, INC. PROPOSED ROAD FOR WILLIAMS PRODUCT/ON RMT COMP.4NY CHEVRON TR 33-,23-,533-,34,-534-,423-,424-,24-3-597 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY82901 (307) 362-5028 SCALE .• 1"=2000' TOTAL PROPOSED LENGTH: 5770'+ JOH No. 13815 REVISED: 6/8/06 EXISTING ROAD PROPOSED ROAD EXHIBIT 4 Crew change of fIce wQtertic generator sleeping/dining/laundry quarters for 24 -person nancanp brink of slope storage shed r---- rlg Foot print slope 7X 20' 25' 25 perc test excavation. N BP frac tanks J a a ///-�� developed pod site storage area WILLIAMS PRODUCTION RMT TRAIL RIDGE MAN CAMP SECTION 3, TSS, R97V, 6TH PM PLOT PLAN SEPTEMBER 21, 2006 SCALE. 1'=100' NORTH clean ou clean ou '0 clean out developed pod site clean out at 100' Int. as required clean out— nt 100' int. as required brinl slop. sl b c u w l Y 0 10'min. s n c C Y m rig _ Foot Print 0 welt head—s\44; O O O --1-- 1,500 gallon septic took _ crew quarters clean out L— J 2,000 one compartment septic tank (remove Interior boffle) a 8 1 4 U U 0 repair area to south southwest NOTE PROVIDE MINIMUM SCHD 40 EFFLUENT PIPING UNDER ALL TRAFFIC AREAS, TYP. - ENCASE IN FLOW FILL WITH HIGH DENSITY 1,5' BLUE BOARD COVER IF LESS THAN 12' COVER, TYP. NOTE MAINTAIN THE FOLLOWING SET -BACKS BETWEEN ISDS COMPONENTS AND ALL DOMESTIC WATER LINES, SEPTIC TANK - 10' LIFT STATION - 10' SOLID EFFLUENT LINE - 10' ABSORPTInN FIFI D - 25' NOTE CALL I-800-922-1987 FOR UTILITY LOCATES BEFORE EXCAVATING NOTE THE FOLLOWING SETBACKS MUST BE MAINTAINED FOR DESIGN FLOW OF (2.700 GAL /DAY. SEPTIC TANK SPRINGS/VELLS 50' LAKE/STREAM/IRRIG. DITCH — 50' DOMESTIC CISTERN/WATER STRG— 25' LINED WATER COURSE 25' GATED PIPE 25' DRY GULCH/INT. IRRIG. DITCH — 10' PIPED IRRIG. LINE 10 DOMESTIC VATER LINE 10 ABSORPTION FIELD 236' 186' 25' 25' 25' 161' 10' 25' NOTE PROVIDE 4' CLEAN OUTS AT MAXIMUM 100' INTERVALS IN ALL NON -PRESSURIZED EFFLUENT LINES EXCEEDING 100' IN LENGTH storage area NOTE PROVIDE MIN. 12' COVER (18' RECOMMENDED) OVER ALL GRAVITY DRAINING EFFLUENT LINES AND MIN. 36' FROST PROTECTION COVER OVER ALL NON -DRAINING PRESSURE LINES, TYPICAL 1,500 gots n one piece septic tank with Interior bafFie removed For IIFt station (see detail for specs) 2 en, 2' SCHD 40 pressure transport mains (see note addressing cover) absorption field with pressurized distrIbutlon system with 9 rows of 24 QUICK4 INFILTRATORS each configured as shown for total of 216 units WILLIAMS PRODUCTION RMT TRAIL RIDGE MAN CAMP SECTION 3, T5S, R9711, 6TH PM SEPTIC LAYOUT PLAN SEPTEMBER 29, 2006 SCALE. 1'=60' NORTH 2' SCHD 40 pressure transport lines (2 eoch) 1' SCHD 40 PVC pressure laterals with 3/16' holes spaced 72' 0.C. centered In each INFILTRATOR - Drill holes at 1200 o,clock to direct discharge up to disperse against top of chamber, typ. 2 of 36 septic Influent from lift station utilizing duplex pumps (one the from eoch pump) provide venting and observation/ balancing ports of each end of pressure laterals as shown (see detail en absorption field cross section), typ. 2 of 36 36' typ. -r -1 -1 7 -1 i -1 -1 -1 • —r L ABSORPTION FIELD - PLAN VIEW SCALE: 1"=201 WILLIAMS PRODUCTION RMT TRAIL RIDGE MAN CAMP SECTION 3, T5S, R97V, 6TH PM ABSORPTION FIELD PLAN VIEW SEPTEMBER 21, 2006 SCALE. 1'=20' absorption field with pressurized distribution system with 9 rows of 24 OUICK4 INFILTRATORS each configured as shown for total of 216 units 2' SCHD 40 pressure manifolds (2 eoch) perimeter of INFILTRATOR absorption field INFILTRATOR, Install In accordance — wlth 'INFILTRATOR TECHNICAL MANUAL', available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475 synthetic filter Fabric (140-200 mesh) over Infiltrators, typ. soil cop, provide min. 5% drainage 1' SCHD 40 pressure laterals with 3/16' holes spaced 72' o.c. at 12100 o'clock to direct discharge up For dispersion against top of chamber (typ. 1 of 36) typical InfKira for trench cross section (one of nine) existing ground surface / 36' Inspection/venting port at each end of Infiltrator trench pprox. 36' disk or scarify each infiltrator 2' SCOH 40 PVC pressure manic old, typical one of two under trench provide min. 1/8' Fall per 12' run For drain back to lift station for all lines with less than 36' of cover, typ. one of two 2' SCHD 40 PVC pressure transport lines from lift station utilizing duplex pump (one line from each pump - see absorption Field pion view) ABSORPTION FIELD — CROSS SECTION (TYPICAL FOUR OF NINE) SCALE' 1'=10' WILLIAMS PRODUCTION RMT TRAIL RIDGE MAN CAMP SECI3, T5S, R97V, 6TH PM ABSORPTION FIELD - CROSS SECTION SEPTEMBER 30, 2006 SCALE. I'=5' wwlll„ffff j -1I1• . 1 -12' --24' 43 --96' SOILS LOG (SEE NOTES) SOILS LOG NOTES 41 - DARK BROWN CLAYEY SAND LOAM, LOOSE, FRIABLE 42 - TAN SANDSTONE GRAVEL IN LIGHT BROVN SANDY CLAY/CLAYEY SAND MATRIX N3 - TAN WEATHERED SANDSTONE NO GROUNDWATER OR HIGH SEASONAL WATER TABLE TO 96' BGS 4' SCHD 40 PVC VENT/INSPECTION PORT SOIL CAP 1 SUSPEND PRESSURE LATERAL WITH ALL WEATHER PLASTIC PIPE STRAP WITH 120 LBS TENSILE STRENGTH AT EVERY CHAMBER CONNECTION, TYP. PROVIDE MIN. 1/13' FALL PER 12' FUN FOR DRAIN BACK TO PRESSURE MAIN, TYP. ALL LINES WITH LESS THAN 36' COVER 1' SCHD 40 PVC PRESSURE LATERAL WITH 3/16' HOLES SPACED 72' QC, AND DRILLED AT 12400 O'CLOCK TO DIRECT DISCHARGE UP FOR DISPERSAL AGAINST TOP OF INFILTRATOR P-irii i& 10.1 _�►.� =I=I= 1131_:=I= SIMIAN 3/4' THREAD CAP f— n t rt 3/4' THREAD NIPPLE TO SURFACE FOR CLEAN OUT AND PRESSURE BALANCING LEND OF LATERAL ONLY) DRILL END PLATE, CAULK, AND CAP 3/4' THREAD TEE toot i.!Et III 1 PRESSURE LATERAL CONSTRUCTION DETAIL SCALE: 1'=1' 2 z 0 00 a a ry o� . m o a a 3 Z La a, a a C N m tsi in 1 ! '0 0 v 0 L_ Y m....•4) 0 I N W caw E`wi E tyro 0N > w O O L N n v o o 0 E 0 0 41 Cw "—t- Y O N 0. i 0 6 N O c nNv w w 0 w ij.i2 of a:vE 0 rn o3 U C 0 l)'0... ate `L * Pea Gravel Backfill 0 O O Tank Adapter (cast Delete Check Valve 2 E 0. Vault (Orenco PVU57-2419—L) Ti 0d N E c J -o U U U Qf a zfa O Q= , 0 U a o u z N �a w pf 3�o NC1 eN N E Q w C (ID > f JJ0_Iw- JQ ra KCI JW 3 -ti as II 0 E 0 0 c_ O 0 CI) • C €I o E . To' n 0 0 0 L L (0 N 0 o0 O c c w w8 V N O O O Y. CL w E C w O v 6 G E • o E E E E 0i N = `o -x 0 C 0• C .- 0 O O * Peo Gravel Backfill Recommended to Help Prevent Frost Heave N N 011.6 dl5 E n v r''o. N m N 3 <_ c v w c o w 0_o N C c w w m o Li_� ..•8 Pump Selection for a Pressurized System 814 AIRWAY AVENUE ( z R 1= \ / S i:I �%apHoitueuAamkt )!) !) !) !!) |.6ui"•`:122v. 2®® ®fflf!!13`!�!t§«!!- k)3|7777 -J .5 !f!| a2)!®■= 2k-il2)�0 \6iii �ma2 22kea | \ $ k %/ |! 7 f ! � - ; ) ƒ co la CD & E !!!!!!!!!! 0.0.1-0040-0100 ci Net Discharge, gpm r - r CRONK CONSTRUCTION • INCORPORATED 1129.24- Road Grand Junction, CO 81505 970.245.0577, 970-257-7453 (fax) SOILS AND PERCOLATION REPORT Date: September 19, 2006 Prepared by: Client: Thomas A. Cronk, P.E. 1129 -24- Road Grand Junction, CO 81505 245-0577 Williams Production RMT Co. 1515 Arapahoe Street Tower III, Suite 1000 Denver, CO 80202 Property address: Trail Ridge Man Camp, Garfield County, Colorado Tax schedule No.: Legal Descript.: Chevron TR 33-, 23-, 533-, 423-, 423-, 424-, 24-3-597; Section 3, T5S, R97W, 6's PM, Garfield County, Colorado 1.0 Soils Evaluation The site consists of approximately 18.51 acres of uncultivated native soil. Drainage is approximately 7% to the northwest. A percolation test/soils evaluation was conducted on the property of reference on 09/19/06 by Tom A. Cronk, registered professional engineer (R.P.EJ. The perc excavation trench (excavation A) was located approximately 410' southwest of the first well head located on the parcel and approximately 25' northwest of the access road. Additional perc holes were located 45' northwest of the access road (excavation B) and 70' northwest of the access road (excavation C). A perc excavation trench (excavation A) was extended to a depth of 96" below ground surface (BGS). There was no evidence of ground water or high seasonal water table in the open excavation to a depth of 96" BGS. The soils evaluation indicates three distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 0" - 12" clayey sand loam, dark brown; loose and friable 12" - 60" tan sandstone gravel in light brown sandy clay/clayey sand matrix 60"-96" weathered sandstone, tan Page A-1 of A-3 Perc holes were constructed in excavation A at the surface and at depths of approximately 40 in. and 80 in. Additional pert holes were constructed in excavation Bat the surface and at depths of 36 in. and 72 in., and in excavation C at the surface and at depths of 32 in. and 66 in. The holes appeared to be well saturated at the time of the test. Results of the percolation test are shown in Table 1. TABLE 1 Percolation Test Results Trail Ridge Man Camp Depth Time on 09/19/06 Time Per' Rate min/in 12:30 12:45 13:20 13:30 Drop (A) 0" - 16" 11.375 12.25 13.50 13.75 60/2.375 25 (A) 40" - 56" 5.75 6.5 7.625 8.125 60/2.375 25 (A) 80" • 94" 5.75 7.75 8.375 8.5 60/2.75 22 (B) 0" - 16" 9.625 12.75 15.0 dry 50/5.375 9 (B) 36" - 50" 5.375 5.625 5.875 6.125 60/0.75 80 (B) 72" - 88" 5.25 5.5 5.75 6.0 60/0.75 80 (C) 0" - 16" 5.25 7.5 10.625 11.5 60/6.25 10 (C) 32" -48" 6.25 6.625 7.0 7.25 60/1.0 60 (C) 66" - 78" 4.125 4.5 4.75 5.0 60/0.875 69 2.0 Conclusions and Recommendations Soils at the site appear acceptable for implementation of an individual sewage disposal system (ISDS). The following site-specific considerations should be observed during implementation of the ISDS: • The bottom of the ISDS absorption field should be located no deeper than 48" BGS to maintain 4' of usable infiltration soil above the extent of the soils evaluation excavation located at 96" BGS. A design perc rate of 60 min/in. is recommended for overall system sizing. • Care should be taken during construction to avoid compaction and smearing of the exposed infiltrative surfaces and preserve the natural permeability of the native soils. Page A-2 of A-3 3.0 Limitations This report provides a professional assessment of the feasibility of implementing an individual sewage disposal system on the property of reference. The design parameters developed in this document are representative of the site conditions disclosed at the specific time of the site investigation. Site conditions are subject to change from external events both manmade (irrigation or pond construction) and naturally occurring (flooding or excessive precipitation). Cronk Construction Incorporated is not responsible and accepts no liability for any variation in assumed design parameters caused by extemal events. Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this report or in any of our contracts. A SEAL Thomas A. Cronk, P.E. Page A-3 of A-3 �`^ Date _35�T' _ _ • i J7 • • 1'; •••. • ! •• •,;;' ``• ' i I • 2000 NM MINI INN— MIN • .:;3 • -vor • id'. GET, I' Olt CO. • ... Iin:RAN BLAINE' • • ••,::,-(-=:-::11-111, C H?( IF 1)QT G(1 C111 OPt • • • 6E171' oil, . .:•1 •t • LAGRIFFIN &ASSOCIATES, INC. i •••,•1 • I. -3\'..;;•1,//! • '1`,',1( s, /./ 177-7:N 1111010.5E1) CUR ,(61 PROPOSED ROAD FOR WILLIAMS PRODUCTION RMT COMPANY CITEVRON TR 33-,23-,533-,34,-534-,4235424-,24-3-597 14-14 ELK $T, SUITE 202 ROCK SPRINGS, WY 82901 (307) 362-5028 SCALE: 1" = 2000' TOTAL PROPOSED LENGTH: 5770'.± JOB No. 13815 REVISED: 6/8/06 EXISTING ROAD PROPOSED ROAD muss =cm meow Parcel 0/1913-3844104104 A LLLP 13593 RBC Roads Rine, CO 81650 1913.284-08.034 e /1213750124/0-00/IDm6y Immo end Era Clinsane urdnaw 0o10o,oI 0014100,6 17011 Coop Rod 5 R:&, CO 31650 Subject Site Williams Production RMT Co. Petrel 02137024500.0 Reuben Gerald end 310./018 14967 County Roads CO1161058811 Parts alliMIM951 PO Bay Gantt kpnuallara B4vegm evl X0,.4 cWage C081691-1009 Parcel x201-0I100.II y' PohPay 'nrCeve Texas Pmlary Tax Hooton.Tx 21011 Prree/ 4113 -014410011 Ere 7Tnuine endrnwlgv 2¢484 "'ben. Rin Boma Cdrnn R e" f Rik CO31650 Peesd 02O]-01-0BOo 1 059GTALiTmsty lama "Phu 11037 000mayillAno3 Ri0p Co 816504814 155/ Perca91133.l960-009 Chevron USA Inc. du Chem" Toa.. Ra5eny To 708s 145 Nwflwx00000i P errn 121311-00.0.01 Ch,vtun 1554 Inc do Chevron Tosco Property Tu O 000.205 Rnmbn,Tx mot PereN13137.281.o0434 Clayton USA /no CML. Texaco 000280Tac O. Boo 185 00000,, TX 77001 ®Pnmkmu4Am007 C8enm USA Inc POO/own Ta.ow Proper/ Tax Po. 0,1205 I11100o TX 2200I Panel 01137-12100908 CMmn USA llw. :o Chevron Tara Property Tax Hag an. TX 77001 Pnu102137-34340-932 1m: o1 LUJMansgmm1 Polb5IM 2 Glen!] Springy CO 11637-11103 Tran 3. Garfield County, Colorado a Av J Office of, Assessor boy Sib Street, Suite ao7, Glenwood Springs, CO &60, 970.9455904 wuimgerfield-county:on Legend Tax Exempt 1' BLM Z){0; 125 Foran Service Subdivision i i. 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USA PO Boxy XdMm, IX 770014103 Garfield County, Colorado " Office ofIke Assessor Io981b Street, Suite aua, Canwd Springs, CO 106oa 9N 9939t3e ,uww gudieldrvuntyxon Legend vFa Tax Exempt BLM US Forest Saone Subdivision .tV State, Federal Highway N Interstate yo County Road S" s` Private Road, Trail e Meander-, Govt. Lor, Former Lot Lines Tax District Boundary BLM GCDB Survey Coordinates MSS Maouma .'mane PS da Maid aim IT alma la am • m Mat il• hap dismay n.mne IS ay IT Damn! 4m1 I. I..d. mp•nme..x Tr...p.nro. Ary -a ennnln.aelSd.., I..J PARCEL MAP SOURCE. SaraComaata Mee PalMap S A%Ann p • tl.dsupurJMA.nCA(saa lmam pal eager ALMS lSmbe aud by It lama.I xdx In.l 41.1101011 bynun. v(..ael..ua.m^env. E. • • Township Locator Map ©© 111. la.�mmaF„ I=YY WE 1913 Township 4 South Range 97 West 0 Projection: UTM Zone o NADaa • en ore ore one een Fen t inch equals ,5wo feet 1:1&eao TaAmwsomao Garfield County :rt....,t . 20 " so. Ina 02411013 RaO&x, .03 Office %fth, Assessor n9Sth Sheet, Suite In, Glenumd Spring,, CO Mot 970.94791/e umm.g feld"cwnyson MyaLegendin ,rgTax Exempt BLM " US Fooest Service Subdivision Aft State, Federal Highway NInterstate Ic #%9 County Road Private Road, Trail Meander-, Govt. Lot., Former Lot Lines Tax Di,toin Boundary ELM GCDB Survey Coordinate, ▪ SE MAPSOORCE. .55.nd tea... am ors 4n, e..ead e.., IT Deponmm.,(near ▪ sc5,.,ge:1mile M..dIrnml LYO.,C.ld County IT D.p,m„m. Lw). Glom&ge.nm.n.ol iramp.al. apevYemnN,1r1. 015 Le, 4eoe1. P SOURCE, PARCEL a.7A.0.u.or. ma.OO* van MneSun.A.cAD mats .nae emt Bccemem formdBuod. el El* map by the A.m., all t.e.y....wRt Aavie.1 mill bo lve,c.ua CADan.;nnmx.ave draanmeat eX^ni m,A,ll de dl®tired iEeli Dep ne,m. rron iM legal Ram e, mama m..e;.aa reronvY. Township Locator Map Projection: UTM Zane q NADa> VEn I mab equals ,Soo het l:,e,ono cn I 124200E ,N 108 Pact 975 rev T.aas, Pans; Pad 60 179743 Tncl 82 Pan 975 Pad 83 rce 84 ran 978 Pa 119 Pactl Tae 130 Pen 97 Pact99 Pad 731 Pad 129 Taq 132 Pad I]A 2413-042-00-003 ran 970 Pad 116 Garfield County, ColoradoS k" ti— Assessor's Office .98th SnaS Suila 1.7, Glmwod 5pinge, CO 816. 9Io.948'/04 taw „Rat Legend psi Tax Exempt T; U5 rani Snub Subdivision " , Tax District Boundary Annt State, Federal Highway NInterstate 7. i% County Road to.' Private Road, Trail ,' Other Boundaries ELM GCDB Coordinates BASE MA P Gt,Rethtt..e7xe°Fe tte• 0..na4 C...ry lTDtp•emtee her, ,.. rev w.,. y�4 Vwdnnale Map.d;en;ad by O.fdd Ce.e.r IT empanel,. (e I. CalxWees De F.,.m.. el m.. P m.Ien b;w y mmuli s q Olsen.. Meld C twee A0.CE oesOthe•Parcel Map srxen MwCADu rasp. ..east c.ad..aa.cm..c.—n. • A....;npn.n. e.atml.mgbrAD S.5 S....b " A.nI..R.IIFI1,vhmnd1, 61,,,,n..Ine.. (Fnl nN N 'mlRad I W I k• •aced br da lu m.pn, me m (.ora ,b. 41.1 e ane=mhmon.ar.ame;ene n....mo. UrnaMMEL Township Locator Map ern 2167 Township 6 South Range 98 West O Projection: UTM Zone to NADa1 Peeinch equal.1,5ee fen 'snow In".hoodte&meo Garfield County ^a::,,.... ~.ax t l rWeae./Po.yNma1167 Pevaon I: a, fm8rl 112401440400 PwrdpeDol IMrvce^Ger.jd Gerald stoploww gannd y 466/ Comity Road 5 B.B& CD61610 Power( %213316.. 12.14 .9f6' I Burow 06 Mnl.ww,o1 Box MIN 'r. 01(wrc46bitwo CO 81602.1009`)' i ✓1 ,.I Parcel 1410,49.40-0011 therroo USA (.m. nq(Mnoo Two. ewpry Tow PO Bot las ]10014. Tx wool _. Pine/ I2135J2100014 Civvies N.k TM1wms E. Lit= route Dv&11e,COe163o0(136 Pena xv2U0.o 5 Enfant. Oil & Go (USA). Inc do Logen eM Pirmirc, lu, J31 Hampden Ave Sit 2S0 Entsavod.Co not mon' 2174.5140421 2171452.9902 11254.001 Garfield County, Colorado w `" ` i Office ,t&. 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Township Locator HT11} mmniii Map Mil ©m® - C I©11 �m —Mr ii al 2135 Township 5 South Range 96 West 0 Prolenlon: UTM Zeno p NAOar ho inch egualroo fen .,l tapes. rwiS. map M County w I .+7) yr :• :: w Garfield IlMnL 3�Y aw 110.90.11.77•11•0 Netsud✓MrmlMeptlNdl Re Jen.n I: a� Perm 1121ID.1H699 BuFeEn attend Management PO MINAS Olen nttd 5pengs. CU 81602.1009 ! Pere9E139-17400016 Merton URA Inc do CLrvm Turco Properly Tu Po B.2/11 Waits Tx]XOI Pared9E1lAIlIN{g5 Chevron VSA Inc e/o Chevmmir.tam PrvpnY Tee P.0. Box Ee5 'a oeunnn. Tx 77001 .. Parcel f*J919y0.19 LTmo0USA leu. `.. do awton Ta'amllayely To PO Pm TUS 3 Houston. TX17OoL f. Pe nnIJ9I544)6006 EV RO*AILLP EESeRoad 5 Rifle fC108165051650 I1, 2141.25:4:10413 2137.15340409 Garfield County, Colorado; rcu Office ,a. Assessor Iop8eh Street, Suite a07. Glenwood Springs, CO 816o1 0T1.995 -9U4 wwwfnrfiellewnly.ren RioppTax Exempt BLM US Forest Service Subdivision Tax District Boundary 10 V Sun. Federal Highway ^v Interstate 70 .' County Road ` Private Road, Trail . a.' Other Boundaries BLM CCM Coordinates a ..na.h.l . CPS en; a C. oy lro..,. el..mf... ¢a'wal ea..AR , a.lQ. e...al.M.p aled.alY O.P.Ia C..nry IT n.rn.n.n.G6nae Drp.nmrot NTm.p...i.n Ng.,..e..Ler..CIS am (0,0. PARCEL MAP SOURCE, gemmed 00 0.,4.:. as . p..m n.r sa.,...FAo.. m. p. ,.7705..,,C.w..s. f.m.I.A r,. .afAnm.Pgn0 N,n.ev Jo.A.ylPnl ud b e . atgn.term. ro o.wn,..,'.� naval v �. Mml..n..lm0a!n..rm..r. umunrwx Township Locator Map 2139 Township 5 South Range 98 West CO Ptolurion: UTM Sone 13 NADIJ Fest r inch equal. Edna feet ma, . mud W Garfield County sdaddavaaine Ileeevoo.W *0MJPi*2199 pe„,,,,, r. 4,20, Project: Williams Production RMT Co.- Temporary Housing and Storage Facility Submittal Item Number: 5b Adjacent Property Owners The following is a list of landowners adjacent to or within 200' of the property on which Williams Production RMT Co. is proposing to construct a temporary housing and storage facility in Section 3, Township 55, Range 97W, 6th P.M. Private landowners are identified by Assessor's Parcel Number and public lands are listed by address. This information is accurate as of 9/14/06. 1. Parcel #2137-153-00-009 (Subject Property) Chevron USA Inc. c/o Chevron Texaco Property Tax PO Box 285 Houston, TX 77001 *Please note that Chevron USA Inc. is a successor by merger to Getty Oil Company. Please see Tab 6- Deed and Legal Description for further documents. Mineral Rights: 100% Ownership at subject property: Chevron USA Inc. c/o Chevron Texaco Property Tax PO Box 285 Houston, TX 77001 2. Parcel #1913-323-00-006 Exxon Mobil Corporation Attn. Exxon CO. U.S.A. PO Box 53 Houston, TX 77001-0053 3. Parcel #1913-351-00-007 Exxon Mobil Corp83.8%,Levy Brothers LLC 10.8PCT & ETAL, 5.4%* PO Box 53 Houston, TX 77001-0053 Page 1 of 5 4. Parcel #1913-284-00-004 EV Ranch LLLP 22593 RBC Road 5 Rifle, CO 81650 5. Parcel #2137-012-00-001 Timothy James and Eva Christine Uphoff 1/2 Eva Christine Oldland % 17037 County Road 5 Rifle, CO 81650 6. Parcel #2137-013-00-010 Chevron USA Inc. c/o Chevron Texaco Property Tax PO Box 285 Houston, TX 77001 7. Parcel #2137-014-00-006 Reuben Gerald and Stephanie Oldland 14667 County Road 5 Rifle, CO 81650-8812 8. Parcel #2137-014-00-011 Eva Christine and Timothy James Uphoff 17037 Rio Blanco County Road 5 Rifle, CO 81650 9. Parcel #2137-131-00-002 Eva Christine and Timothy James Uphoff 17037 County Road 5 Rifle, CO 81650-8814 10. Parcel #2135-184-00-956 Bureau of Land Management PO Box 1009 Glenwood Springs, CO 81602-1009 Page 2 of 5 11. Parcel #2135-073-00-003 Reuben Gerald and Stephanie D. Oldland 14667 County Road 5 Rifle, CO 81650 12. Parcel #2135-273-00-015 EnCana Oil & Gas (USA), Inc. c/o Logan and Firmine, Inc. 333 W Hampden Ave Ste 740 Englewood, CO 80110-2337 13. Parcel #2135-321-00-009 Charles H. & Thomas F. Latham PO Box 66 DeBeque, CO 81630-0036 14. Parcel #2135-291-00-008 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 15. Parcel #2137-253-00-007 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 16. Parcel #2137-362-00-952 Bureau of Land Management PO Box 1009 Glenwood Springs, CO 81602-1009 17. Parcel #2137-223-00-003 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 Page 3 of 5 18. Parcel #2137-283-00-004 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 19. Parcel #2137-321-00-008 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 20. Parcel #2139-153-00-006 EV Ranch LLLP 22593 RBC Road 5 Rifle, CO 81650 21. Parcel #2139-174-00-016 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 22. Parcel #2139-163-00-014 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 23. Parcel #2139-131-00-005 Chevron USA Inc. c/o Chevron Texaco Property Tax P.O. Box 285 Houston, TX 77001 Page 4 of 5 24. Parcel #2137-071-00-951 Bureau of Land Management PO Box 1009 Glenwood Springs, CO 81602-1009 25. Parcel #2130-111-00-952 Bureau of Land Management PO Box 1009 Glenwood Springs, CO 81602-1009 Page 5 of 5 Recorded at )i2 ; / S' o'clock •^ JAN 19 1988 Reception No 3981.35 MILDRED ALSDORF, RECORDER GARFIELD COUNTY, COLORADO DEED KNOW ALL MEN BY THESE PRESENTS: GARHELD �a N.t•i State Doe, Fw $ LL rr 72S P.SE 19 That this deed is made effective as of the 31st day of December, 1984 by and between Getty Oil Company, a Delaware corporation, (hereinafter referred to as "Grantor") and Getty 01l Exploration Company, a Delaware corporation (hereinafter referred to as "Grantee"). WITNESSETH: WHEREAS, Grantor is the owner and/or holder of those certain shale oil prop- erties, and lands in Mesa and Garfield Counties, Colorado, described in Exhibits "A" and "8" attached hereto and by this reference made a part hereof (hereinafter collectively referred to as the "Properties"); and NOW THEREFORE, for and in consideration of one dollar and other good and valuable considerations, the receipt of which i5 hereby acknowledged, Grantor does hereby quitclaim, bargain, sell and convey unto Grantee, all of Grantor's right, title and interest in and to the Properties, together with all improvements situated thereon and all water rights, permits and applications, and reservoir and ditch rights, appertaining or belonging thereto or used in connection therewith, and other appurtenances thereunto belonging. Grantee does hereby accept this deed subject to easements, rights of ways, exceptions and any and all reservations appearing of record affecting any of the Properties and/or rights granted. To have and to hold the same together with all and 4ingular the appurtenances thereunto belonging or in anywise appertaining to Grantee, and all the estate, right, title, claim and demand whatsoever, of the Grantor, either in law or equity, of, in and to the Properties, together with all improvements situated thereon and all water rights, permits and applications, and reservoir and ditch rights, appertaining or belonging thereto or used in connection therewith, and other appurtenances thereunto belonging. This deed shall extend to, be binding upon, and inure to the benefit of the successors, and assigns of Grantee. STATE OF COLORAD0 CITY AND COUNTY OF DENVER The foregoing instru t was cknowledged before me this ��t, day of ' n w 19 by f. tc�• to be known to bey the ersom wd—executed the f regoing nstrument as Vice President of Getty 011 \Company. 'S1),tness my hand and official seal. GRANTOR: GETTY OIL COMPANY By: GRANTEE: GETTY 0 L XPLORATION COMPANY By: t orney- - act Notary Pbbjic: My Comission Expires: Address: The foregoing instrument was acknowledged before me this r<.. g&day of , 1987, by 01• F. .4Tnu,-- , to be known to be the person who executed the foregoing Instrument as Attorney -in -Fact of Getty Oil ,Exploration Company. Witness my hand and official seal. Notary Public: My Comission Expires: Address: ?n x 4 QAr Jit.0..•v .4, .dda.wfrJ, ea PO2 3 7 T8S-R97W Section 17: Section 18: Section 19: Section 20: Section 21: Section 28: EXHIBIT "A" MESA COUNTY W/2NW/4; SW/4; S/25E/4. NE/4; N/2SE/4; SE/4SE/4. NE/4NE/4. B•":x 7281 ME 20 NE/4; NW/4NW/4; N3/4 NE/4SE/4; undivided 278/840ths interest in SE/4SE/4. SW/4NW/4; N/25W/4; SW/4SW/4; and lots 1, 2, 3 end 4 of Sunshine Addition. That part of Lots 7, 8, 9, 10 and 11 of the Colorado and North- western Investment Company's Orchard Subdivision lying West of center of Roan Creek; That part of the SE/4NE/4 and NE/4SE/4 lying k'est of the center of Roan Creek and West of the center line of the County Road designated as 44 Road and North of V-2 Road excepting a portion thereof included in The Colorado and Northwestern Investment Company's Orchard Subdivision and also excepting therefrom any platted lots in the Town of DeBeque. Also except beginning at a point from which the NW corner of the SE/4 of Section 28, Township 8 South, Range 97 West, 6th P.M. bears N 89°27'56" W a distance of 1286.81 feet, thence N 89°11'52" E 351.23 feet to the Westerly right of way line of County Road 44, thence along said Westerly right of way the following courses and distances: S 27°42'56" W 263.15 feet, thence on a curve to the right having a radius of 930.79 feet a curved distance of 205.59 feet, thence on a curve to the left having a radius of 304.36 feet a curved distance of 143.51 feet, thence S 1°16'29" E 341.95 feet, thence leaving the Westerly right of way line of said County Road N 87°10'02" W 202.19 feet, thence N 7°46'09" E 209.61 feet, thence N 1°41'53" E 174.68 feet, thence N 26°36'43" E 151.06 feet, thence N 353.62 feet more or less to the true paint of beginning; Lots 5, 7, 8, 9, 10, 11, 12, 13.14, 15, 16, 17, I8, 21, 22, 23, 24, 25, 26 and 27 of Sunshine Addition to DeBeque; Lots 1,2,3,4 of Colorado Northwestern Investment Company's Subdivision out of the Orchard Subdivision to the SW/4NE/4, SE/4NW/4 and W/2SE/4;• Lots 5 and 6 of the Colorado and Northwestern Investment Company's Orchard Subdivision; SW/4SE/4 lying South and East of Rio Grande Junction RR; A tract or parcel of land within the SW/4SE/4 described as follows: Beginning at a point in the East line of the SW/45E/4 of said Section 28 distant 50 feet southeasterly measured at right angles from the center line of the main track of The Denver and Rio Grande Western Railroad Company as now constructed and operated over and across said subdivision; thence Southwesterly parallel with said center line of main track and 50 feet southeasterly therefrom about 875 feet to a point in the South line of said subdivision; thence easterly along the South line of said subdivision about 540 feet to the southeast corner of said subdivision; thence Northerly along the east line of said subdivision about 690 feet to the point of beginning, containing 4.28 acres, more or less; subject to reser- vations in that certain Special Warranty Deed recorded in Book 552 Page 28 of Mesa County, CO.; SW/4SW/4. ED:X itis ME 21 T8S-R97W Mesa County, CO Section 29: Undivided 278/840ths interest in E/2NE/4; Section 32: Section 33: T9S-R97W Section 13: Section 24: T7S-R96W Section 32: TBS-R96W Section 4: Section 5: Lots 20, 29 and 30 of Sunshine Addition to DeBeque; SW/45E/4 and SE/45E/4. NW/4NE/4; and Lots 1, 2, 3, 19, 20 and 21 except the North 264 feet of Lot 19, Francisco Gardens Subdivision; Also, beginning at the NE corner of the SE/4 of said Section 32, thence West 912 feet, thence South 566 feet to the right of way of the Rio Grande Junction Railroad, thence Northeasterly along said right of way to the East line of said Section 32, thence North 231 feet to point of beginning; Also, beginning at the NW corner of the SW/4NE/4 of said Section 32, thence S 01°08' E 1334.2 feet, thence N 89°32' E 217.8 feet, thence N 33°32' E 260.4 feet, thence along a curve to the right, with a radius of 323.7 feet and a central angle of 54°18', 306.77 feet, thence N 87°50' E 216 feet, thence N 73°25' E 103.2 feet, thence N 84°55' E 264 feet, thence N 58°56' E 495 feet, thence 5 89°49' W 25 feet, thence N 0°27' W 635 feet, thence S 89° 48'W 320.4 feet, thence N 0°11' W 25 feet, thence 5 89°48' W 1296.9 feet to point of beginning. Lots 4, 5, 6, 7, 8, 15, 16, 17 and 18 of Francisco Gardens except beginning at the SE corner of Lot 4, thence West 52 feet to point of beginning, thence N 180 feet, thence W 80 feet, thence S 180 feet, thence E to point of beginning; Also, beginning at the NW corner of the 5W/4 of said Section 33, thence East 628 feet to right of way of Rio Grande Junction Railroad, thence Southwesterly along said right of way to a point where the same intersects the West line of said Section 33, thence North 231 feet to point of beginning; SE/4SE/4, E/2SW/45E/4, 53/4NE/45E/4, 33/4E/2NW/4SE/4, also known as (aka) the South 7/8ths of the East 3/4 of the SE/4. N/4 NE/411E/4 and N/2 NE/4NW/4NE/4. The Southwest Quarter of the Southwest Quarter (SW/45W/4), the Southeast. Quarter of the Northwest Quarter (SE/4NW/4) and the East One -Half of the Southwest Quarter (E/25W/4). Lot 4. Lots 1, 2 and 3; That part of Lots 4 and 5 and of the Southwest Quarter of the Northwest Quarter (5W/4NW/4) in Section 5, Township 8 South, Range 96 West of the 6th P.M. described as follows: Beginning et the Northwest corner of said Lot 4, thence South 29°04' East 3120.6 feet to the bank of the Colorado River; thence Northeasterly along -- the Easterly line of said Lot 5 to the Northeast corner thereof; thence West along the North line of said Lot 5 to the Northwest Corner thereof; thence North along the East line of said Lot 4 to the Northeast corner thereof; thence West along the North line of said Lot 4, to the point of beginning, containing 53.11 acres. End of EXHIBIT "A" -2- T55-R97W Section 1: EXHIBIT "B" GARFIELD COUNTY B::r 728 Fla 22 The Triumph No. 21 claim, comprising Lots five (5), six (6), seven acres bei beingd the eight NE/4NE/4, Lot also known being (aka)s the37.82t 5 acres being 37.54 NW/4NE/4, Lot 7 aka 38.10 acres being the NE/4NW/4 and Lot 8 aka 38.38 acres being the NW/4NW/4; The Triumph No. 22 claim, comprising the S/2N/2; The Triumph No. 23 claim, comprising the N/25/2; The Triumph No. 24 claim, comprising the 5/2S/2; Section 2: J. D. No. 1 claim, comprising Lots five (5) and six (6) and the 5/2NE/4; with Lot 5 aka 38.67 acres being the NE/4NE/4 and Lot 6 aka 38.95 acres being the NW/4NE/4; J,D. No. 2 claim, comprising Lot seven (7) and Lot eight (8) and S/2NW; with Lot 7 aka 39.25 acres being the NE/4NW/4 and Lot 8 aka 39.55 acres being the NW/4NW/4; F.D. No. 7 claim, comprising the SE/4; F.D. No. 8 claim, comprising the 5W/4. Section 3: J.D. No. 3 claim, comprising Lots five (5) and six (6) and the S/2NE/4; with Lot 5 aka the 39.80 acres being the NE/4NE/4 and Lot 6 aka the 39.99 acres being the NW/4NE/4; J.O. No. 4 claim, comprising the SE/4; J.D. No. 5 claim, comprising Lots seven (7) and eight (8) and the S/2NW/4; with Lot 7 aka the 40.19 acres being the NE/4NW/4 and Lot 8 aka the 40.38 acres being the NW/4NW/4; J.D. No. 6 claim, comprising the SW/4. Section 4: A.O. No. 1 claim, comprising Lots five (5) and six (6) and the S/2NE/4, with Lot 5 aka the 40.49 acres being the NE/4NE/4, and Lot 6 aka the 40.50 acres being the NW/4NE/4; A.O. No. 2 claim, comprising Lots seven (7) and eight (8) and the S/2NW/4, with Lot 7 aka the 40.52 acres being the NE/4NW/4 and Lot 8 aka the 40.53 acres being the NW/4NW/4; P.D. No. 7 claim, comprising the SE/4; P.D. No. 8 claim, comprising the SW/4. Section 5: A.D. No. 3 claim, comprising Lots five (5) and six (6) and the S/2NE/4; with Lot 5 aka the 40.63 acres being the NE/4NE/4, and Lot 6 aka the 40.80 acres being the NW/4NE/4; A.D. No. 4 claim, comprising Lots seven (7) and eight (8) and the S/2NW/4; with Lot 7 aka the 40.98 acres being the NE/4NW/4 and Lot 8 aka the 41.16 acres being the NW/4NW/4. Section 9: P.D. No. 3 claim, comprising the NE/4; P.D. No. 4 claim, comprising the SE/4; P.D. No. 5 claim, comprising the NW/4; P.D. No. 6 claim, comprising the SW/4. Section 10: J.D. No. 7 claim, comprising the NE/4; -1- T55-N97W Section 10: J.O. No. 8 claim, comprising the NW/4; P.D. Ho. 1 claim, comprising the SE/4; P.D. No. 2 claim, comprising the SW/4. Section 11: F.D. No. 3 claim, comprising the NE/4; F.D. No. 4 claim, comprising the SE/4; F.D. No. 5 claim, comprising the NW/4; F.D. No. 6 claim, comprising the SW/4. Section 12: Triumph No. 25 claim, comprising the N/2N/2; Triumph No. 26 claim, comprising the 5/2N/2; Triumph No. 27 claim, comprising the N/2S/2; Triumph No. 28 claim, comprising the 5/2S/2. Section 13: Triumph No. 29 oil shale placer mining claim, comprising the N/2N/2; Triumph No. 30 oil shale placer mining claim, comprising the S/2N/2; Triumph No. 31 oil shale placer mining claim, comprising the N/25/2; Triumph No. 32 oil shale placer mining claim, comprising the S/25/2. br;r 728 Y19E 23 Garfield County, CO Section 14: F.D. No. 1 oil shale placer mining claim, comprising the NE/4; F.D. No. 2 oil shale placer mining claim, comprising the NW/4; C.D. No. 7 oil shale placer mining claim, comprising the SE/4; C.D. No. 8 oil shale placer mining claim, comprising the SW/4. Section 15: Triumph No. 1 placer mining claim, comprising the 5/2S/2; Triumph No. 2 placer mining claim, comprising the N/25/2; Triumph No; 3 placer mining claim, comprising the S/2N/2; Triumph No. 4 placer mining claim, comprising the N/2N/2. Section 16: Triumph No. 5 placer mining claim, comprising the 5/2S/2; Triumph No.6 placer mining claim, comprising the N/2S/2; Triumph No. 7 placer mining claim, comprising the S/2N/2; Triumph No. 8 placer mining claim, comprising the N/2N/2. Section 17: Triumph No. 9 placer mining claim, comprising the 5/25/2; Triumph No. 10 placer mining claim, comprising the N/2S/2; Triumph No. 11 placer mining claim, comprising the 5/2N/2; Triumph No. 12 placer mining claim, comprising the N/2N/2. Section 19: Coral T. No. 39 oil shale placer mining claim, comprising the E/2SW/4 and Lots seven (7) and eight (8); with Lot 7 aka the 37.79 acres being the NW/45W/4 and lot 8 aka the •37.99 acres being the SW/45W/4; -4- fin 728 PCE 24 T5S-R97W Garfield County, CO Section 19: Coral T. No. 40 oil shale placer mining claim, comprising the 5E/4. Section 20: Big Bell No. 5 placer mining claim, comprising the NE/4; Big Bell No. 6 placer mining claim, comprising the SE/4; Big Bell No. 7 placer mining claim, comprising the NW/4; Big Bell No. 8 placer mining claim, comprising the SW/4. Section 21: Big Bell No. 1 placer mining claim, comprising the NE/4; Big Bell No. 3 placer mining claim, comprising the NW/4. Section 22: Triumph No. 15 placer mining claim, comprising the S/2N/2; Triumph No. 16 placer mining claim, comprising the N/2N/2. Section 23: L.D. No. 3 oil shale placer mining claim, comprising the NE/4; C.D. No. 4 oil shale placer mining claim, comprising the SE/4; C.D. No. 5 oil shale placer mining claim, comprising the NW/4; C.D. No. 6 oil shale placer mining claim, comprising the 5W/4. Section 24: Triumph No. 33 oil shale placer mining claim, comprising the N/2N/2; Triumph No. 34 oil shale placer mining claim, comprising the S/2N/2; Triumph No. 35 oil shale placer mining claim, comprising the N/25/2; Triumph No. 36 oil shale placer mining claim, comprising the S/25/2. Section 25: Triumph No. 37 oil shale placer mining claim, comprising the N/2N/2; Triumph No. 38 oil shale placer mining claim, comprising the S/2N/2; Triumph No. 39 oil shale placer mining claim, comprising the N/25/2; Triumph No. 40 oil shale placer mining claim, comprising the 5/25/2. Section 26: C.D. No. 1 oil shale placer mining claim, comprising the NE/4; C.D. No. 2 oil shale placer mining claim, comprising the NW/4; C.C.O. No. 7 oil shale placer mining claim, comprising the SE/4; C.C.D. No. 8 oil shale placer mining claim, comprising the 5W/4. Section 28: Clear Creek No. 1 placer mining claim, comprising the NE/4; Clear Creek No. 2 placer mining claim, comprising the N14/4; Clear Creek No. 3 placer mining claim, comprising SE/4. Section 29: Chicago No. i placer mining claim, comprising the NE/4; Chicago No. 2 placer mining claim, comprising the 5E/4; Chicago No, 3 placer mining claim, comprising the NW/4; Chicago No. 4 placer mining claim, comprising the SW/4. _S_ T55-R97W Section 30: Section 31: nc: r 728 PAGE 25 Garfield County, CO Coral T. No. 27 oil shale placer mining claim, comprising Lots five (5) and six (6) and the E/2NW/4; with Lot 5 aka 38.19 acres being the NW/4NW/4 and Lot 6 aka 38.40 acres being the SW/4NW/4, also that part of Tract 117 and 118 in the NW/4NW/4 and SW/4NW/4; Coral T. No. 28 oil shale placer mining claim, comprising the NE/4; Coral T. No. 29 oil shale placer mining claim, comprising the SE/4; Coral T. No. 30 oil shale placer mining claim, comprising Lots seven (7) and eight (8) and the E/2SW/4, with Lot 7 aka 38.62 acres being the NW/45W/4 and Lot 8 aka 38.83 acres being the SW/4SW/4; and also that part of Tract 118 and 119 in the NW/4SW/4 and SW/45W/4. Coral T. No. 33 claim, comprising the E/2NW/4 and Lots five (5) and six (6); with Lot 5 aka 39.07 acres being the NW/4NW/4 and Lot 6 aka 39.34 acres being the SW/4NW/4; Coral T. No. Coral T. No. eleven (11); 11 aka 39.54 34 claim, comprising the NE/4; 35 claim, comprising the N/25E/4 and Lots ten (10) and with Lot 10 aka 39.54 acres being the 5W/45E/4 and Lot acres being the SE/4SE/4; Coral T. No. 36 claim, comprising the NE/4SW/4 and Lots seven (7), eight (8) and nine (9); with Lot 7 aka 39.60 acres being the NW/45W/4, Lot 8 aka 39.87 acres being the SW/4SW/4 and Lot 9 aka 39.96 acres being the SE/4SW/4; The Buck Canyon No. 3 placer claim, comprising that part 58 lying in the 5/25/25/2 of the Section also described recorded in Book 240, page 192 of the County Records of County, Colorado. of Tract in Deed Garfield Section 32: Smuggler No. 1 placer mining claim, comprising the NE/4; Smuggler No. 2 placer mining claim, comprising the N/2SE/4 and lots one (1) and two (2); with Lot 1 aka 39.60 acres being the SE/4SE/4 and Lot 2 aka 39.59 acres being the SW/4SE/4; Smuggler No. 3 placer mining claim, comprising the NW/4; Smuggler No. 4 placer mining claim, comprising the N/2SW/4 and Lots three (3) and four (4); with Lot 3 aka 39.58 acres being the SE/4SW/4 and Lot 4 aka 39.57 acres being the SW/4SW/4; Buck Canyon No. 3 placer claim, comprising that part of Tract 58 lying in the 5/25/25/2 of the section, also described in deed recorded Book 240 page 192 of County Records of Garfield County, Colorado; Buck Canyon No. 9 placer claim, comprising that part of Tract 54 lying in the 5/25/25/2 of the section, also described in Deed Recorded Book 240, page 192 of County Records of Garfield County, Colorado. Section 33: Clear Creek No. 5 placer claim, comprising the NE/4; Clear Creek No. 6 placer claim, comprising the NW/4; Clear Creek No. 7 placer claim, comprising the N/25E/4 and Lots four (4) and five (5); with Lot 4 aka 39.60 acres being the SE/4SE/4 and Lot 5 aka 39.60 acres being the SW/4SE/4; Clear Creek No. 8 placer claim comprising the N/2SW/4 and Lots 6 and 7; with Lot 6 aka 39.50 acres being the SE/4SW/4 and Lot 7 aka 39.60 acres being the SW/4514/4; Blue Bird No. 3 oil shale placer mining claim, being that part of Tract 51 lying in the 5/25/25/2 of the section; -6- T55-R97W Section 33: art/ 728 PtGE 26 Garfield County, CO Buck Canyon No. 9 placer claim, comprising that part of Tract 54 lying in the 5/25/2S/2 of the section, also described in Deed Recorded Book 240, page 192 of County Records of Garfield County, Colorado. Section 34: C.C.D. No. 5 oil shale placer mining claim, comprising the NE/4; L.C.D. No. 6 oil shale placer mining claim, comprising the NW/4; Buffalo No. 3 claim, comprising the SW/4; Buffalo No. 4 claim, comprising the N/25E/4 and Lots three (3) and four (4); with Lot 3 aka 42.00 acres being the SW/4SE/4 and Lot 4 aka 41.79 acres being the SE/4SE/4. Section 35: C.C.D. No. 1 oil shale C.C.D. No. 2 oil shale and Lots three (3) and SW/4SE/4 and Lot 4 aka Section 36: T5S-R98W Section 13: Section 14: placer mining claim, comprising placer mining claim, comprising four (4); with Lot 3 aka 41.45 41.33 acres being the SE/45E/4; the NE/4; the N/25E/4 acres being C.C.O. No. 3 oil shale placer mining claim, comprising the NW/4; C.C.D. No. 4 oil shale placer mining claim, comprising the N/2SW/4 and Lots one (1) and two (2); with Lot 1 aka 41.67 acres being the SW/45W/4 and Lot 2 aka 41.55 acres being the SE/4SW/4. Triumph No. 41 oil shale placer mining claim, comprising the N/2N/2; Triumph No. 42 oil shale placer mining claim, comprising the 5/2N/2; Triumph No. 43 oil shale placer mining claim, comprising the N/25/2; Triumph No. 44 oil shale placer mining claim, comprising the S/25/2; All of the above Triumph No.s 41 - 44 also encompass Tract 37, lying in the section and containing 634.74 acres, and Lot 1 being the 2.76 acres in the W/2W/2NW/4NW/4, Lot 2 being 2.59 acres in the W/2W/2514/4NW/4, Lot 3 being 2.42 acres in the W/2W/2NW/45W/4 and Lot 4 being 2.33 acres in the W/2W/2SW/45W/4. Lucky Strike No. 19 Placer Mining claim, comprising Tract 68, aka N/2SW/4SE/4, 5/2NW/4SE/4, SW/4NE/4SE/4, NOSE/45E/4, N/2SW/4SW/4 N/2SE/45W/4, S/2NE/4SW/4 and 5/2NW/45W/4; Lucky Strike No, 20 Placer Mining Claim, comprising Lots five (5), six covering (6), seven (7) nd eight (8), of ngLot5-9.39acesbeingthe S/2SW/4SW/part Tract 4,Lot 6-19.53 acres being the S/2SE/45W/4, Lot 7 - 19.65 acres being the S/25W/4SE/4 and Lot 8 - 11.75 acres being the SW/4SE/4SE/4. Lucky Strike No. 19 Placer Mining claim, comprising Tract 68, aka NE/4SE/4SE/4 and SE/4NE/45E/4; Lucky Strike No. 20 Placer Mining Claim, comprising Lot seven (7), aka 8.01 acres being the SE/4SE/4SE/4, or that part of tract 69 covering Lot seven (7); Lucky Strike SE/4NW/45W/4, Lucky Strike SE/4NE/4SW/4, No. 24 Placer Mining Claim, comprising Tract 72 aka S41/4NE/45W/4, E/25W/45W/4, and W/2SE/45W/4; No. 25 Placer Mining Claim, comprising Tract 71, E/2SE/45W/4, SW/4N41/4SE/4 and W/2SW/4SE/4; aka T5S-R98W Section 14: Section 15: Section 23: DC:t 728 P.CE 27 Garfield County, CO Lucky Strike No. 26 Placer Mining Claim, comprising Tract 70, aka SE/4NW/4SE/4, SW/4NE/4SE/4, E/2SW/4SE/4 and W/2SE/4SE/4; Luc andky sixtrike No. (6), wiith23 Lot lacer 5 aka111ng 28Cacres beingithegLots five SW/4NW/4SW/4 and Lot 6 aka 23.36 acres being the W/2SW/45W/4, or that part of Tract 73 covering Lots 5 and 6. Lucky Strike No. 23 Placer Mining Claim, comprising Lots six (6) and seven (7), with Lot 6 aka 8.04 acres being the SE/4NE/4SE/4 and Lot 7 aka 8,32 acres being the NE/4SE/4SE/4, or that part of Tract 73 covering Lots 6 and 7. Lucky Strike No. 24 Placer Mining Claim, comprising Tract 72, aka E/2NW/4NW/4, E/2SW/4NW/4, W/2NE/4NW/4, W/2SE/4NW/4, NE/4NW/4SW/4 and NW/4NE/4SW/4; Lucky Strike No. 25 Placer Mining Claim, comprising Tract 71, aka E/2NE/4NW/4, E/2SE/4NW/4, W/2NW/4NE/4, W/2SW/4NE/4, NW/4NW/4SE/4 and NE/4NE/45W/4; Lucky Strike No, 26 Placer Mining Claim, comprising Tract 70, aka E/2NW/4NE/4, E/2SW/4NE/4, W/2NE/4NE/4, W/2SE/4NE/4, NW/4NE/4SE/4, and NE/4NW/45E/4; Lucky Strike No. 2 Placer Mining Claim, comprising Tract 96 aka SIV/4SW/4SE/4 and SE/4SE/45W/4; Lucky Strike No. 3 Placer Mining Claim, comprising Tract 95, aka SE/4NW/4SW/4, SW/4NE/4SW/4, E/2SW/4514/4 and W/2SE/4SW/4; Coral T. No. 3 Placer Mining Claim, comprising.Lots seven (7), eight (8), and eleven (11) and the SE/4SE/4; with Lot 7 aka 27.88 acres being the E/2NE/4SE/4 and SW/4NE/4SE/4; Lot 8 aka 19.30 acres being the 5/2NW/4SE/4 and Lot 11 aka 28.75 acres being the N/2SW/4SE/4 and SE/45W/45E/4; Coral T. No. 4 Placer Mining Claims, comprising Lots nine (9) and ten (10); with Lot 9 aka 8.05 acres being the SE/4NE/4SW/4 and Lot 10 aka 8.65 acres being the NE/4SE/4SW/4; Coral T. No. 7 Placer Mining claim, comprising Lots four (4), five (5) and six (6); with Lot 5 aka 8.02 acres being the SE/4NE/4NE/4, Lot 6 aka 16.62 acres being the E/2SE/4NE/4, and Lot 4 aka that part of Tract 69 covering Lot 4 or the 8.59 acres being the NE/4NE/4NE/4. Section 24: Coral T. Nd. 1 Coral T. No. 2 Coral T. No. 8 including that Coral T. No. 9 including that NW/4NE/4NE/4.. 011 Shale Placer Mining Claim, comprising the SE/4; 011 Shale Placer Mining Claim, comprising the SW/4; 011 Shale Placer Mining Claim, comprising the NW/4 part of Tract 69 as it covers the N/2N/2NW/4; Oil Shale Placer Mining Claim, comprising the NE/4, part of Tract 69 as 1t covers the N/2NW/4NE/4 and Section 25: Coral T. No. 26 Oil Shale Placer Mining Claim, comprising the NE/4; Coral T. No. 31 Oil Shale Placer Mining Claim, comprising the SE/4; Coral T. No. 38 Oil Shale Placer Mining Claim, comprising the. NW/4; -N- acw. 723 Pis f 28 T55-R98W Garfield County, CO Section 25: Clear Creek No. 4 Placer, being Lots three (3) and four (4); with Lot 3 aka 8.04 acres being the SE/4NE/4SW/4 and Lot 4 aka 16,45 acres being the E/2SE/4SW/4; Velvet No 13 Placer Claim comprising Lots one(1) and two (2); with Lot 1 aka 20.47 acres being the N/2 NE/45W/4 and Lot 2 aka 20.58 acres being the N/2NW/4SW/4; Clear Creek Ho. 3 Placer Mining Claim, described as the Tract one hundred one (101), aka the SW/4NE/45W/4, S/2NW/4SW/4, SW/4SW/4 and W/2SE/4SW/4. Section 26: Lucky Strike No. 15 Oil Shale Placer Mining Claim, comprising Lot one (1), with Lot i aka 29.30 acres being the N/2NE/4NE/4 and NE/4NW/4NE/4; Clear Creek No. 3 Placer Mining Claim, described as that part of Tract one hundred one (101) lying in the SE/4NE/4SE/4 and E/2SE/4SE/4; Velvet No, 13 Placer Claim, comprising Lot three (3), aka the 16.64 acres being the SE/4SE/4NE/4 and NE/4NE/45E/4; Velvet No. 14 Placer Claim, comprising Lot two (2), aka 16.64 acres being the NE/4SE/4NE/4 and SE/4NE/4NE/4; Lucky Strike No. 1 Placer Mining Claim, comprising Tract 97, aka SW/4NE/4NE/4, SE/4NW/4NE/4, W/2SE/4NE/4, E/2SW/4NE/4, E/2NW/45E/4, W/2NE/4SE/4, E/2SW/4SE/4 and W/2 SE/4SE/4; Lucky Strike No. 2 Placer Inning Claim, comprising Tract 96, aka W/2NW/4NE/4, W/2SW/4NE/4, E/2NE/4NW/4, E/2SE/4NW/4, E/2NE/4SW/4, W/2NW/45E/4, NE/4SE/45W/4 and NW/4SW/4SE/4; Lucky Strike No, 3 Placer Mining Claim, comprising Tract 95, aka W/2NE/414W/4, E/2NW/4NW/4, W/2SE/4NW/4, E/2SW/4NW/4, NE/4NW/4SW/4 and NW/4NE/45W/4. Section 35:' Lucky Strike No. 1 Placer Mining Claim, comprising Tract 97. lying in the NW/4NE/4NE/4, W/2NE/4NE/4NE/4 and E/2NE/4NW/4NE/4; Clear Creek No. 3 Placer Mining Claim, described as the Tract one hundred one (101) aka that part of the NE/4NE/4, being the E/2NE/4NE/4NE/4; Tract 103 aka the E/2E/2NE/4, E/2NE/4$E/4 and E/2E/25E/4NE/4SE/4, as described in Warranty Deed recorded in Book 257 page 137 of the County Records of Garfield County, Colorado. Clear Creek No. 3 Placer Mining Claim, described as Tract one hundred one (101) aka the N/2NW/4NW/4, NW/4NE/4NW/4 and W/2W/2NE/4NE/4NW/4; Tract 103, aka the S/2NW/4NW/4, SW/4NE/4NW/4, W/2SE/4NE/4NW/4 N/2SW/4NW/4, SW/4SW/411W/4, W/2W/2SE/4SW/4NW/4, NW/45E/4NW/4, W/2W/2NE/4SE/4HW/4, W/2NW/4SW/4, SE/4NW/45W/4, W/2W/2HE/4NW/4SW/4, SW/4HE/4SW/4, SE/4NE/45W/4 less Lot 9 in the E/2E/2E/2SE/4NE/4SW/4, also described in the Warranty Deed recorded in Book 257, page 137 • of County Records of Garfield County, Colorado; Tract 104, aka the 40 acres of the E/2SE/4SW/4NW/4, E/2W/2SE/4SW/4NW/4, E/2W/2NE/4HW/4SW/4, SW/4SE/4NW/4, NW/4NE/4SW/4, W/2W/2NE/4NE/45W/4, W/2W/2SE/4SE/4NW/4, also detcrlbed in Warranty Deed recorded in Book 257, page 137 of County Records of Garfield County, Colorado; Tract 108, aka the W/25E/45W/4, E/2E/211E/4SW/4SW/4, E/2E/2SE/45W/45W/4, and the E/2SE/4SW/4, less Lot 4, and any part in the S/2S/2SW/4SE/4, also described in Warranty Deed recorded in Book 257, page 137 of the County Records of Garfield County, Colorado; Section 36: -e- T5S-R98W Section 36: T6S-R98W Section 1: Section 2: Section.3:. Garfield County, CO Clear Creek No. 2 Placer, being Lots 2, 7 and 8; with Lot 2 aka 16.44 acres being the E/2NE/45E/441/4 and E/2W/2t1E/4SE/4NW/4, and E/2SE/4SE/4NW/4 and E/2W/2SE/4SE/4NW/4, and with Lot 7 aka 8.04 acres being the E/2SE/4NE/4NW/4 and that part lying in the E/2W/2SE/4NE/4NW/4, and Lot 8 aka 8.40 acres being the E/2NE/4NE/45W/4 and that part lying in the E/2W/2NE/4NE/45W/4; Clear Creek No. 4 Placer, being Lot 6, aka the 8.40 acres lying in the E/2W/2NE/4NE/4NW/4 and E/2tlE/4NE/4NW/4; Vel thevet3,10le acreso. 20 lyingr, ibning 9thets 4 and E/2E/2E/2NE/4SE/45W/4 with Lot 4 being E/2E/2E/25E/4SE/45W/4, and Lot 9 aka 1.53 acres lying in the E/2E/2E/2SE/4NE/4SW/4; Coral T. No. 32, comprising the NE/4; Coral T. No. 37, comprising the E/2SE/4, NW/4SE/4 and Lot 5; with Lot 5 aka 39.57 acres being the SW/4SE/4. Blue Bird No. 3 oil shale placer mining claim, being that part of Tract 51, being the 120.00 acres lying in the section; Buck Canyon No. 9 placer claim, comprising that part of Tract 54 lying in the W/2 of the section; also described in Deed recorded Book 240, page 192 of County Records of Garfield County, Colorado; Buck Canyon No. 10 placer claim, comprising that part of Tract 37 lying 1n the W/2W/2 of the section, also described in Deed recorded Book 240, page 192 of County Records of Garfield County, Colorado; Buck Canyon No, 11 placer claim, comprising that part of Tract 56 lying in the 5/2S/2 of the section, also described in Deed recorded Book 240, page 193 of County Records of Garfield County, Colorado. Buck Canyon No. 3 placer claim, comprising that part of Tract 58 lying in the W/2, also described in Oeed recorded Book 240, page 192 of County Records of Garfield County, Colorado; Buck Canyon No. 4 placer claim, comprising that part of Tract 38 lying in the W/2W/2, also described in Deed recorded Book 240, page 192 of County Records of Garfield County, Colorado; Buck Canyon No. 5 placer claim, comprising that part of Tract 49 lying in the S/2S/2, also described in Oeed recorded Book 240, page 193 of County Records of Garfield County, Colorado; Buck Canyon No, 9 placer claim, comprising that part of Tract 54 lying in the section, also described in Deed Recorded Book 240, page 192 of County Records of Garfield County, Colorado; Buck Canyon No. 10 placer claim, comprising that part of Tract 37 lying in the S/2 of the section, also described in Deed recorded Book 240, page 192 of County Records of Garfield County, Colorado; Buck Canyon No. 11 placer claim, comprising that part of Tract 56 - lying in the S/25/2, also described in Deed recorded Book 240,. page 193 of County Records of Garfield County, Colorado. • Buck Canyon No. 3 placer claim, comprising that part of Tract 58 lying in the section, also described in Deed recorded Book 240, page 19Z of County Records of Garfield County, Colorado; Buck Canyon No. 4 placer claim, comprising that part of Tract 38 lying in the 5/2, also described in Deed recorded Book 240, page 192 of County Records of Garfield County, Colorado; Duck Canyon No. 5 placer claim, comprising that part of Tract 49 lying in the 5/25/25E/4, also described in Deed recorded Book 240, page 193 of County Records of Garfield County, Colorado; T6S-R98W Section 3: Section 4: Section 9: Section 10: E".".Y. 728 Nil 30 Garfield County, CO Hunter placer claim, comprising that part of Tract 390 lying in the 11/25W/4, also described in Deed recorded Book 240, page 193 of County Records of Garfield County, Colorado; Wallace placer claim, comprising that part of Tract 48B lying in the 5/2S/2SW/4, also described in Deed recorded in Book 240, page 193 of County Records of Garfield County, Colorado; Clear Creek placer claim, comprising Lot 5, being the 47.05 acres in Tract 107, An the W/2 of the section. Clear Creek placer claim, comprising Lot 5, aka 31.90 acres in Tract 107, in the E/2; Clear Creek placer No. 1 claim, comprising the Lot 6; with Lot 6 being 34.52 acres in the E/2, aka part of Tract 106 lying in the section; That part of Tract 108 lying in the section as described in Warranty Deed recorded in Book 257 page 137 of County Records of Garfield County, Colorado; That part of Tract 40 described under the original survey as the SE/4SW/4 in Warranty Deed recorded in Book 275 page 137 of County Records of Garfield County, Colorado, and as may include any part of the S/2NE/45W/4, NW/4SE/4 and S/2SE/4; Hunter placer claim, comprising that part of Tract 39B aka the SE/4SE/4, and including any part covering ' the S/2NE/4SE/4, SE/4NW/45E/4 and E/2SW/4SE/4. Also described in Warranty Deed recorded Book 240, page 193 of County Records of Garfield County, Colorado. That part of Tract 40 lying in section and described in Warranty Deed Recorded in Book 257, page 137 of County Records of Garfield County, Colorado, and as it may include any of the NE/4NW/4, and NE/4; Hunter placer claim, comprising that part of Tract 396, and described in Deed recorded Book 240, page 193 of County Records of Garfield County, Colorado, and as it may include any of the E/2NE/4; W/2NE/4; E/2SE/4 and NW/4SE/4; aka part of Tracts 40 and 44, in the Section. in Hunter placer claim, comprising that part of Tract 398, described CounOty, Color do, and Book lying in9the W/2e 193 W/2uw4�y Records of Garfield Walla edce placerdcclaim, coin Bo krising tthat part of Tract 48B, described Garfield County, Colorado, and lying n NW/4 and W/2Wge 193 of %2NE/fiords of Buck Canyon No. 5 placer claim comprising Tract 49, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado as it may lie in the N/2NE/4; Buck Canyon No, 6 placer claim comprising Tract 50, described In• County ,c Colorado and lyingordein Book ,inathe elNE/4; 93 oCounty Records of Garifeld West Westfieldt No.4 aka 40.00 acres lin 1 oil shale placer mining claim, comprising Lot 4, E/2W/2NW/4SE/4, SW/4SW/4NE/4, and NE/4SW/4; in the S/25E/4NW/4, Westfield No. 2 011 shale placer mining claim, comprising Lot 1 and Lot 3, with Lot 1 aka 32,86 acres lying in the NW/4SW/4 and 5/2SW/4NW/4, and Lot 3 aka 7.14 acres lying in the E/2NW/4SW/4, W/2NE/45W/4, E/2SW/4NW/4 and W/2SE/4NW/4, -11- fin 728 Pei 31 T6S-R98W Garfield County, CO Section 11: Buck Canyon No. 5 placer claim comprising Tract 49, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado, as it may lie in the N/2N/2; Buck Canyon No. 6 placer claim comprising Tract 50, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado, and lying in the S/2N/2N/2 and 5/2N/2; Buck Canyon No. 11 placer claim comprising Tract 56, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado, as it may lie in the N/211/2; Buck Canyon No. 12 placer claim comprising Tract 57, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado, and lying in the S/ZN/2N/2 and S/2N/2. Section 12: Buck Canyon No. 11 placer claim comprising Tract 56, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado, as it may lie in the N/2N/2. Buck Canyon No. 12 placer claim comprising Tract 57, described in Deed Recorded in Book 240, page 193 of County Records of Garifeld County, Colorado, as it may lie in the N/2; Section 14: Tract No. 68, formerly described as the SW/4NW/4, in Deed Recorded Book 257, page 449 of County Records of Garfield County, Colorado, and any part lying in the S/2NW/4NW/4. Section 15: Tract No. 68, formerly described as the SE/4NW/4 and S/2NE/4, in Deed Recorded Book 257, page 449 of County Records of Garfield County, Colorado, and any part lying in the N/2NE/4, S/2N/2NE/4, and S/2NE/4NW/4; W/2NW/4, NW/4SW/4 and NE/45W/4, aka parts of Tracts 72, 73, 75, and that part of Tract 77-C as it covers any part of the W/2W/2 NW/4SW/4. Section 16: NE/4NE/4 and SE/4NE/4; aka part of Tracts 72 and 44. Section 33: SE/4SE/4 (now Tract 110). T7S-R97W Section 19: SE/4SW/4 and W/2SW/4$E/4, aka Tract 51; and SW/4SE/4 and W/2SE/45E/4, aka Tract 52; and any part of Tract 50 lying in the S/25/25/25W/45W/4. Section 30: W/2 comprising Tract 50 being the 37.19 acres being the NW/4NW/4, and that part of Tract 51 covering the E/2NW/4 and SW/4NW/4; and Tract 55 being the 37.48 acres being the NW/45W/4; and Tract 56 being the 117.63 acres covering the E/25W/4 and SW/4SW/4 less Lots 8 and 9; and also Lot 8 being the 1.34 acres in the S/25/25/2SW/4; and Lot 9 being the 1.70 acres in the 5/2S/25/2SW/4; Also the W/2NE/4 comprising Tract 52. Section 31: Tradt 57 comprising Lots 2, 3 and 4 and the SE/45W/4, and containing 153.14 acres, and as it may include any part of the W/2SW/4SE/4. Section 32: NW/4. N/2NE/4, SW/4NE/4, NE/45W/4 and Lots 4, 5 and 6, with Lot 4 aka 41.14 acres being the SE/45W/4, Lot 5 aka 40.Z3 acres being the . SW/4SE/4 and Lot 6 aka the 40.00 acres being the SE/45E/4. Section 33: N/2NW/4 and Lot 3; with Lot 3 aka 40.00 acres being the SH/4SW/4. T7S-R98W Section 3: SE/45W/4; SW/4NW/4; and W/2SW/4. -12- b-.:, 728 r!GE 32 T75-R48W Garfield County, CO Section 4: E/2SE/4; Lot 1; SE/4NE/4; and all that part of Lot 2 and of the SW/INE/4 lying on the easterly side of the center of the channel of Roan Creek, containing 115 acres more or less, with Lot 1 aka 39.93 acres being the NE/4NE/4. Section 10: NW/4; W/2NE/4; The west 70 acres of the SE/4; A tract of land in the SW/4, described as beginning at the center of said Section 10, said point being marked by the corner of a fence as now constructed and in use and by a stone monument now in place, from 11 , 14 and 15,Ech point T75-R98W ofe the Gth corner ,bears S. on t44 Sections'.301 feet, thence on the N. line of the said SW/4 of Section 10, N. 89`36' W. 1485 feet to the easterly bank of Roan Creek, thence along thence N. 81°d 5' easterly bank E. 180 feet, tCreek, 29°12' thence S. 19 00'E E 230 50fe feet,thenceS. 76°50' E. 290 feet, thence S. 43°I0' W. 60 feet, thence 5. 76°50' E. 70 feet, thence S. 22°45' E. 347 feet, thence S. 63°30' E. 275 feet, thence S. 24°55' E. 168 feet, thence S. 49°55' E. 135 feet, thence S. 19°45' W. 330 feet, thence leaving the said easterly bank of Roan Creek N. 71'06' E. 257 feet, thence along the east line of said 5W/4 of Section 10, N. 0°29' E. 1791 feet to the point of beginning, containing 28.91 acres, more or less; The east 90 acres of the SE/4. Section 11: SW/4SW/4, Section 13: SW/4SW/4. Section 14: N/2NW/4; S/2NW/4; SW/4; W/2NE/4; 1l/2SE/4; SE/45E/4. Section 15: E/2E/2; The east 882 feet of the NW/4NE/4, situated south of the County Road, containing 21.16 acres, more or less. Section 23: NE/4; NE/4NW/4. Section 24: NW/4; N/2SW/4; SW/4flE/4; N/2SE/4; SE/45E/4; S/2SW/4; SW/4SE/4. Section 25: NW/4; E/2SW/4; NW/4NE/4; SW/4SE/4; E/2E/2; SW/4NE/4; NW/45E/4. Section 36: N/2SE/4, SE/4SE/4 and S/2NE/4; NE/4NW/4; N/2NE/4; NE/4SE/4NW/4 as described in Patent Recorded Book 577, page 918, of County Records of Garfield County, Colorado; N/2NE/4SW/4SE/4 as described in Patent Recorded Book 577, page 918, of County Records of Garfield County, Colorado. T8S-R97W Section 3: Section 4: Section 5: Section 6: SW/4SW/4 SW/4NW/4; N/2SW/4; SE/45W/4 and the S/2SE/4; and Lot 4 aka the 39.65 acres being the NW/4NW/4. SE/4NE/4; Lot 1 aka the 39.53 acres being the NE/4NE/4. Lots 3, 4 and 5; SE/4NW/4; N/2SW/4 aka the NE/4SW/4 and Lot 6 being the 38.59 acres being the NW/4SW/4; SE/4SW/4; SW/4SE/4; with Lot 3 aka the 39.62 acres being the NE/4NW/4 and Lot 4 aka the, 37.77 acres being the HW/4NW/4 and Lot 5 aka the 39.25 acres being the SW/4NW/4; TOS-R97w Section 6: Lots 12 and 14 containing 4.10 acres, as described in Patent recorded Book 577 page 919 in County Records of Garfield County, Colorado. Section 7: NE/4; NE/4841/4; 5E/4; E/25W/4; Lots 3 and 4, with Lot 3 aka 38.92 acres being the NW/45W/4 and Lot 4 aka 38.84 acres being the SW/4SW/4. Section 9: NE/4 and E/2NW/4. Section 10: W/2NW/4, Section 17: That part of W/28W/4 lying in Garfield County, Colorado. Section 16: NE/48E/4 lying in Garfield County; That part of SE/411E/q and W/211E/4 lying in Garfield County. T8S-R98W 728 ? E 3:3 Garfield County, CO Section 12: 5E/4. End of EXHIBIT "8" -14- Record -4d 1'L y Q, j5156 at $:20 A. 1.1. Eook 292 Reception �• e l r Ln No. 19384; Chis. S. ;ieegan,P.ecorda, Pae 447 fin Coop CIPTIFIOATL'' OF lta DNfl OF CERTIFICATE ids' ENOORPOR TION aACI7I0 WESTERN OIL CORPORATION • Book 292 P a:e LEO CERTIFICATE OF AMENDMENT OF CERTIFICATE OF INCORPORATION PACIFIC WESTERN Orr. ('nnt'on_tTroN, a corporation organized and existing under and by virtue of the General Corporation Law of the State of Delaware, DOES HEREBY CERTIFY : FIRST: That, at a meeting of the Board of Directors of said Pacific Western Oil Corporation duly held and convened, at which a quorum was present and acting throughout, resolutions were duly adopted setting forth a proposed amendment to the Certificate of Incorporation of said corporation and declaring said amendment advisable and call- ing a meeting of Ihc' EloelcllnldcI's of said corporation for consideration thereof. The resolution settling forth .said amendment is as follows: it¢S[)LCF, U, that it is hereby declared advisable to amend the Certifi- cate of Incorporation of this corporation so that Article First thereof shall read as follow,: FIRST: The name of the corporation is Getty Oil Company. SEcosn: That thereafter, pursuant to resolution of its Board of Directors, a ,meeting of the stockholders of said corporation for the purpose of con idcrt u. and actin:; on said amendment was duly called and held at the race of the corporation, Pennsylvania Building, Wil- mington, Delaware, on thv 24i11 day of April, 19561, at which meeting the persons or bodies corporate holding the majority of the voting stock of said corporation, entitled to vote, voted in favor of said amend- ment and said amendment was duly adopted in accordance frith the provisions of Section 24" of the General Corporation Latr of the State of Delaware as amended. Titian: That, the capital of -;!ill eorpuration will not he reduced under or by reason of said amendment. 2 Ix T WzuTau;cr, said Pacific Western Oil Corporation has caused its corporate seal to be hereunto affixed and this certificate to he signed by Emil Muth, a Vice -President, and Charles F. 'Krug, its Secret&ry, this Zrth day of April, 1956. PAcrrro 'WE TE N On, CORPORArma By IB&a Kt nrn Trice -President CHARLES F. .Moro Secretary PACIFIC WESTERN OIL CORPORATION CORPORATE SEAL. In7 DELAWARE Book 292 Page 449 x9i Z5/ Pc 444n144- 7 a(' 1i.1 yl� Its0;24 h, ter, • r.'y,A„ .:1 Y1..lel •t.rtl l� tr ,fl •'r.-+ 11 �+ lair of the 8arlied Stetuta7 of Ib' alted States, Chapter SIN Title Thtmy two, end IeStelat e'• ,.. '1 h aur'uai of Liaid '6!idagemen! ,.. • - lAi(. .... ,.. • h ited 5tatc, the Cert!&etoea(}ba.agtatm:.SN, LLand that? d.( _ [fi91191ti�,ItadfSGArtbe Un y 7ie4f 1tl !)4a;':.:";,14rz; •1'AS'>-t"j4^'1r'J JF'a- --1: i- rT l' .S"V Sr� •, Y!w�.-.. 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T Jr xr tt. i' e s _ c7 D. II i Siarls u 9z 67tte y; IJr(i. 1 oC i I J ttj trlf 1:1ect t.tg .LiL CRI1Lr:_L.1R1 T- 5 14sta,i` tj ♦.. ¢S -"`i y "Ilj orlc+i 1 14 n p tut ev n the inert and p tceohle4 osae on of ae. mJ pa v ar the'ne and odei'.13, ad 1 "a c'e wnt h t ni I I n t 1111 olid t ler „rrt r P no nhitt falit clam pil ar (n nL m (1 rliotO lv tnP P5"f; n -tit ^;ttf, tit t l p lrtr 1 a.1 pori -I )1 .m l;tviil W \I R \\T A\P I 1 1'ER DE3MD " { �� ' " e Irrrnnre':zt'• c,n al iLn';certern 2-f m t..r ba.h.Ibuetn.suh. vatr�� li 5rl L 1 ��-5t to urn+—f T `-i-' Eta 1 t. } lle� hi ft6 t 11[111 d -1'J It } uu+Ie Y-r..w 1..1.raIr ILIaLC.hfitif➢toJlil 1 121 C r .y, r - S 'S'r ratyre ugi tu QtYJufil )5n f fIr t .[tart ut to - ^r7"'"', Book 7.57 singe 166 .1'AT.F10? Cf ,flim )O,. 1 ty.....LLI1d..Cuunly, lifIiDfIY.e JVEIir- L n ron. ry ; i r :eland !or .mJ . ,G.1.t ., flnll.. .;,L._Cauntp In the Mate nfnrmnbh.11 h.udry eerrl(v that .:, t0 :._rr and _.Gertrude. . I .-.Porte:• Who aro personally known Io mo to be the eine perrnna u'llo,e names arc sub :rd...! to 11..+ fen—rine. dee.! as las mauled the enure rr.pnrpvel)' as . ............ .. . ree-ubmt hr! ....... Shale .Company _. . , n corp„r,.tn.n, .n,1 ul.. k .. an to me to be such When respectively, nPPenrrd heftier Inc Ihle day in pc r.an, and several:. n<Lnnwlrtertl: 'rh,t the ;cal aiyir el' ta. the foregoing In,erumenl.0 Lbn eoryornta Mal of said eorlaration; that the sane was thereunto aifianl by the authority of mid corporation: that ee1J Instrument was by like authorILy sebecribed with its rurpurulo name; that the uIJ.........A....➢....Patter.......... the.....:.. ... pre.hi nt n; -al.' r.,r1,nr4:eo and lilt ,a J . ..._.:....Ger.trude...l.....Potter_.. ... . La mo... _ .nrreta',. I.rre,,:: that,; the —mthodtporihretn then they respectively subset -0.M their name% theret.. `—facnU7 Cad that they aimed, sealed and delivered the sold Isrreument of wrmna a. their f re, :rn.l „.:unary :et '411t114,:and u the free and voluntary ad and deed of sold corporation, far the: necs ant pun•^.r, ;herr in set toth. f .r q!{�Ililtdar ln7 hand and..J]OtRL121._.,.aeal lhle..,.21 ist day of ..yr}e \ b Irl :1 etilialoo eall v DebWare rhe First State PAGE 1 I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF MERGER, WHICH MERGES: "GETTY OIL EXPLORATION COMPANY", A DELAWARE CORPORATION, WITH AND INTO "CHEVRON U.S.A. INC." UNDER THE NAME OF "CHEVRON U.S.A. INC.", A CORPORATION ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE OF PENNSYLVANIA, AS RECEIVED AND FILED IN THIS OFFICE THE THIRTIETH DAY OF APRIL, A.D. 2002, AT 9:05 O'CLOCK A.M. AND I DO HEREBY FURTHER CERTIFY THAT THE EFFECTIVE DATE OF THE AFORESAID CERTIFICATE OF MERGER IS THE FIRST DAY OF MAY, A.D. 2002, AT 2 O'CLOCK P.M. 1 11111111111111111111111111111111111111111 11111 1111 1111 665006 02/22/2005 02:07P 61664 P367 M ALSDORF 1 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO 0784181 8I00M 050107962 .fit w9� a Harriet Smith Windsor, Secretary of Sate AUTHENTICATION: 3674757 DATE: 02-09-05 1 111111 11111 1111111 1111 11111 11111 111111 III 11111 1111 1111 669006 02/22/2005 02:07P 61664 P368 N ALSDORF 2 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO CERTIFICATE OF MERGER OF GE1TY OIL EXPLORATION COMPANY WITH AND INTO CHEVRON U.S.A. INC. DIVISION OF CORPORATIONS FILED 09:05 AM 04./30/2002 020274446 - 0709161 It is hereby certified that: 1. The constituent business corporations participating in the merger herein certified are: (i) Getty Oil Exploration Company, which is incorporated under the laws of the State of Delaware; and (ii) Chevron U.S.A. Inc., which is incorporated under the laws of the State of Pennsylvania. 2. An Agreement of Merger has been approved, adopted, certified, executed and acknowledged by each of the aforesaid constituent corporations in accordance with the provisions of subsection (c) of Section 252 of the General Corporation Law of the State of Delaware, to wit, by Getty Oil Exploration Company in the same manner as is provided in Section 251 of the General Corporation Law of the State of Delaware and by Chevron U.S.A. Inc. in accordance with the laws of the State of its incorporation. 3. The name of the surviving corporation in the merger herein certified is Chevron U.S.A. Inc., which will continue its existence as said surviving corporation under the name Chevron U.S.A. Inc. upon the effective date of said merger pursuant to the provisions of the laws of the State of its incorporation. 4. The certificate of incorporation of Chevron U.S.A. Inc., as now in force and effect, shall continue to be the certificate of incorporation of said surviving corporation until amended and changed pursuant to the provisions of the laws of the Stale of its incorporation. 5. The executed Agreement of Merger between the aforesaid constituent corporations is on file at an office of the aforesaid surviving corporation at: 575 Market Street, San Francisco. CA 94105. 110111 11111 1111111 1111 1111 11111 111111 111 11111 1111 1111 669006 02/22/2005 02:07P 81664 P369 M ALSDORF . 3 of 3 R 16.00 0 0.00 GARFIELD COUNTY CO 6. A copy of the aforesaid Agreement of Merger will be furnished by the aforesaid surviving corporation, on request, and without cost, to any stockholder of each of the aforesaid constituent corporations. 7. The aforesaid surviving corporation does hereby agree that it may he served with process in the State of Delaware in any proceeding for enforcement of any obligation of Getty Oil Exploration Company, as well as for enforcement of any obligation of said surviving corporation arising from the merger herein certified, including any suit or other proceeding to enforce the right, if any, of any stockholder of Oeuy Oil Exploration Company as determined in appraisal proceedings pursuant to the provisions of Section 262 of the General Corporation Law of the State of Delaware; does hereby irrevocably appoint the Secretary of State of the State of Delaware as its agent to accept service of process in any such suit or other proceedings; and does hereby specify the following as the address to which a copy of such process shall be mailed by the Secretary of State of the State of Delaware: Corporate Secretary Department, Chevron U.S.A. Inc., 575 Market, San Francisco. CA 94105. 8. The merger is to become effective on May 1, 2002, 2:00 P.M., Eastern Standard Time. Dated: May 1, 2002 CHEVRON U.S.A. INC. By Ts/Frank (; Snler Frank G. Soler Its: Assistant Secretary SEP, 14. 2006 11:09AM V1MS DENVER 10TH KR NO. 7715 P. 2 September 14, 2006 Mr. Mark Bean Director Garfield County Building and Planning Department 108 8"' Street, 4th Floor Glenwood Springs, CO 81601 Dear Mr. Bean, By this letter Williams Production RMT Co. authorizes PVCMI- Land Planning Division to represent us in any and all matters related to a Garfield County special use permit for a Temporary Housing and Storage Facility. This includes the preparation and submission of documents associated with this process and representation of this application before the applicable appointed and elected boards. Sincerely, Dean Tinsley Director, Piceance Highlands Asset Team Williams Production RMT Co. July 12, 2006 Chevron U.S.A. Inc. 11111 South Wilcrest Houston, TX 77099-4310 Attention: Mr. Lee W. Parker Re: Well Names Location of Wells Chevron TR 33-3-597 1806' FSL and 2490' FEL and located in the Township 5 South, Range 97 West, 6" P.M. Chevron TR 23-3-597 1780' FSL and 2494' FEL and located in the Township 5 South, Range 97 West, 6a' P.M. Chevron TR 423-3-597 1776' FSL and 2512' FEL and located in the Township 5 South, Range 97 West, 6th P.M. Chevron TR 24-3-597 1764' FSL and 2521' FEL and located in the Township 5 South, Range 97 West, 61h F.M. Chevron TR 424-3-597 1770' FSL and 2517' FEL and located in the Township 5 South, Range 97 West, 66 P.M. Chevron TR 534-3-597 1782' FSL and 2508' FEL and located in the Township 5 South, Range 97 West, 6th P.M. Chevron TR 34-3-597 1788' FSL and 2503' FEL and located in the Township 5 South, Range 97 West, 6th P.M. Chevron TR 533-3-597 1794' FSL and 2499' FEL and located in the Township 5 South, Range 97 West, 6" P.M. Dear Mr. Parker: Please execute below to acknowledge the following: Williams s® EXPLORATION & PRODUCTION Williams Production RMI Company Tower 3, Suite 1000 1515 Arapahoe Street Denver. CO 80202 303/572-3900 main 303/629-8281 Io NW/4SE/4 of Section 3, NW/4SE/4 of Section 3, NW/4SE/4 of Section 3, NW/4SE/4 of Section 3. NW/4SE/4 of Section 3, NW/4SE/4 of Section 3, NW/4SE/4 of Section 3, NW/4SE/4 of Section 3, • Chevron U.S.A. Inc. is the surface owner of the referenced well/drilling pad locations and hereinafter is referred to as Surface Owner. • • Williams Production RMT Company ("Williams") and Surface Owner have reviewed the referenced locations and related access roads. • Williams and Surface Owner have entered into a Surface Use Agreement which describes the referenced wells and approves the specific location for the drilling and completion operations. Attached to the agreement are plats showing the specific locations of the wells. Chevron U.S.A. Inc. July 12, 2006 Page 2 of 2 Williams. • Chevron U.S.A. Inc. hereby waives the thirty (30) day notification requirement of the Colorado Oil and Gas Conservation Commission Rule 305 for the above wells. Yours truly, Williams Production RMT Company m Scha Senior St f Landman Surface Owner Chevron U.S.A. Inc. ByM( Name: Title:Ayrnavcv-/AT -pier Date 7/51/4006, LIS 697004 OIL AND GAS LEASE from CHEVRON U.S.A. INC. as Lessor to WILLIAMS PRODUCTION RMT COMPANY as Lessee Trail Ridge Area Garfield County, Colorado Dated June 3, 2004 TABLE OF CONTENTS P•we 1. MANE 2, OPTION TO REPLACE GETTY LEASE 2 TERM 2 CONTINUOUS OPERATIONS 3 5. ACREAGE RELEASE 4 6. WELL 1NFORMAT1ON 5 7. ROYALTY 5 8. SHUT IN WELLS AND SHUT IN PAYMENTS 6 PAID-UP LEASE 8 ID. RELEASE OF ACREAGE 8 I I . WELL LOCATION AND SPACING 8 12. PROTECTION OF COAL SEANIS AND OIL SHALE 13. SURFACE USE 8 14. SURFACE RECLAMATION 12 15. PROTECTION AGAINST DRAINAGE 13 16. CONSENT TO ASSIGN 13 17. PREFERENTIAL Rimy'. To NEGOTIATE 13 I. FORCE MAJEURE 14 19. POOLING 14 20, TITLE 15 21. INDEMNITY 15 22. INSURANCE 16 23. OPTION TO PURCHASE GAS FOR SHALE OIL OPERATIONS 17 The provisions of this Section 8 shall not apply to those wells that were chilled and completed on the lands subject to the Getty Lease prior to the effective date of this Lease. 'these wells are identified on Exhibit 11. The shut-in provision of the Getty Lease shall apply to the wells listed on Exhibit B. Shut-in payments shall not be in lieu of any royalty based on actual production 9. PAID-UP LEASE. This is a Paid -Up Lease and Lessee shall not be obligated during the term hereof to make any dclay rental payments. 10. RELEASE OF ACREAGE. Lessee may at any time or times surrender this Lease as to all or any portion of the Leased Premises by mailing or tendering to Lessor or by filing for record a release or releases in a form acceptable to Lessor, and be relieved of all obligations thereafter accruing as to the acreage surrendered, but same shall not relieve Lessee of any obligation existing as of the date of such release. Should all or a portion of this Lease terminate pursuant to any of the provisions hereof, Lessee .shall, within thirty (30) days of the date of such termination, and without consideration, execute and deliver to Lessor a release in a fonn acceptable to Lessor, but execution and delivery of said release is not a precondition to the automatic termination provided for herein. 11. \VELI, LOCATION AND SPACING. Without the prior written consent of Lessor, which consent may he withheld by Lessor in its sole and exclusive discretion, all wells on the Leased Premises shall he located at least one hundred (100) feet from any Lease boundary, and shall he spaced no denser than one (1) well per ten (10) acres. Lessee agrees not to apply 10 the State of Colorado Oil and Gas Conservation Commission or any successor agency for any exception to the location and spacing provisions set fotth herein without the prior written consent of the Lessor. 12. PROTECTION Ol' COAL SEAMS AND OIL SHALE. All wells shall he drilled, produced, and operated in compliance with all present and future directives, laws and regulations of the State of Colorado and the federal government and the agencies thereof designated to protect either coal seams or oil shale deposits, including but not limited to Rule 209 of the Rules and Regulations of the State of Colorado Oil and Gas Conservation Commission. 13. SURFACE USE. Lessee acknowledges that the Leased Premises are currently subject to various leases to third parties, including but not limited to grazing and recreational leases, timber harvesting leases, and leases covering minerals other than oil and gas, and that Lessor reserves the right to execute similar leases to third parties during the term of this Lease, provided, however, in order to avoid unreasonable impacts to Lessee's operations under this Lease, Lessor shall make a good faith effort to consult with Lessee prior to granting hunting leases or licenses to third parties. Lessee acknowledges that Lessor's grazing lessees have hutting rights but such rights are restricted to immediate family. Lessor also reserves the right to grant similar noncommercial hunting rights to future grazing lessees. Lessee also acknowledges that Lessor has granted third parties various permits, licenses, easements, water rights, and other rights affecting the Leased Premises, and that Lessor reserves the right to make similar grants during the term of this lxase. Lessee shall conduct its operations on the Lease with due regard for the rights of Lessor's existing and future lessees, licensees, and grantees, and with a view to minimizing interference with the rights of such lessees, licensees, and grantees. Upon Lessee's request, Lessor shall provide Lessee with information concerning the nature of such leases, permits, licenses, casements, and grants to third parties. Lessor will grant Lessee, upon Lessee's written request, licenses to use rights-of-way, easements and other surface use rights held by Lessor pursuant to third -party grants or agreements for access to or operations on the Leased Premises when (i) permissible under the applicable grant or agreement and, (ii) in Lessor's sole opinion Lessee's use of such surface use rights will not interfere with Lessor's use thereof. Lessee's surface operations shall be conducted in accordance with the following: (a) Prior to constructing well pads, pits and roads, drilling wells, installing gathering lines, tlowlincs, pipelines, separators, compressors, pumps, tanks and other production equipment and facilities ("Support Structures") or conducting any other activity likely to cause damage to the surface, Lessee shall give at least thirty (30) days written notice to Lessor and affected surface lessees, licensees, 111 and grantees and make payment to Lessor and the affected surface lessees, licensees, and grantees for all amicipated damages, including but not limited to damages to growing crops, roads, adjudicated water rights, timber. buildings, irrigation ditches, livestock, feed lots, and fences. Lessee's notice to Lessor for constructing well pads, pits, and road access to well pads shall include Lessee's application for permit to drill with plats. (b) Lessee shall cause all wells, Service Corridors (as defined in Section 13(1) below), and Support Structures to be precisely and exactly surveyed and located (as built) on a detailed neap of the Leased Premises. This detailed formal neap shall he referred to as a master as -built plat and shall show the entirety of the Leased Premises and all such surveyed wells, Service Corridors, and Support Strictures. The master as -built plat shall be updated and kept current with revisions being made no Luer than ninety (90) days after each well is producing and no later than ninety (90) days after a Support Structure is placed on the surface. A copy of the most current piaster as -built plat shall be sent to Lessor twice a year (June 30 and December 31 of each calendar year) and shall be clearly identified witlu the date and revision number. (c) Access to the Leased Premises shall be through locked gates controlled by Lessor, Lessee, or affected surface lessees where such gates currently exist or where such gates niay he installed in the future. Lessor shall snake arrangements for limited access by Lessee's employees, contractors and other necessary personnel with the intent to minimize disruption to the property, operations, and rights of surface lessees, licensees, and grantees, insure integrity of the Lessee's operations Da the Leased Premises, promote safety, and eliminate trespassers. Lessee shall also, with advice and consent of affected surface lessees, licensees, and grantees, install locked gates at appropriate locations that will insure the integrity of the Lessee's operations, protect the property, operations and rights of surface lessees, licensees remain in effect, Lessor will permit those Support Structures to remain where they are located and continue to give Lessee access to such Support Structures. unless and until the relocation and/or removal of such Support Structures is required under Sections 32 or 33 of this Lease. Pipelines from well sites to trunk lines will be located within or alongside existing roadways or the adjacent bar ditch or within Service Corridors. Other pipelines, flowlines, roads, power lines and other utility lines shall he located within Service Corridors. Lessee may request in writing Lessor's consent to the location of a pipeline, road, power line or other utility line outside of Service Corridors. Lessor's consent to Lessee's proposed location of a pipeline, road, power line or other utility line outside of Service Corridors shall be in writing and shall not be unreasonably withheld. The failure of Lessor to respond within thirty (30) days of Lessor's receipt of such request by Lessee shall be deemed to constitute Lessor's consent under this Subsection 13(g). (h) Drilling pits and produced water pits shall be fenced, flagged and properly maintained. (1) Lessee will minimize impacts .on wetlands, riparian areas and the natural drainage. (j) Lessee may maintain temporary man camps on well sites during drilling, completion and re -working operations to minimize traffic ❑nd the days required for such operations. Centralized man camps, staging areas and materials handling yards located off approved well sites or for multiple well sites shall require a separate written agreement between Lessor and Lessee. (k) No well shall be drilled within two hundred (200) feet of any residence or other occupied building or hunting camp suitable for living now or hereafter constructed on the Leased Premises without the consent of the occupant thereof and Lessor. (1) Without in any way lessening Lessee's obligations under this Section 13 or Section 14 below, 1.essee shall have the right at any time within one (1) year after expiration or surrender of this Lease or any part hereof to remove all of Lessee's property and fixtures, including the right to draw and remove all casing, except that Lessee shall not have the right to draw and remove easing from wells that Lessor elects Io take over and operate for its own account pursuant to Section R of this Lease. (iii) Lessee grants to Lessor the express right to use any of its telephone or data lines, towers, utility poles, and similar facilities, for Lessor's shale oil operations to the extent Lessee has the right to do so and such use by Lessor does not interfere, in Lessee's sole judgment, with Lessee's use of such facilities. (n) Lessee shall conduct its operations under this Lease as a reasonably prudent operator, in a good and workmanlike manner, and in compliance in al] material respects with applicable governmental statutes, ordinances, rules, regulations and IN WITNESS WHEREOF, this instrument is executed effective as of the date first above written. LESSOR Chevron U.S.A. Inc. TAX I.D.: 25-0527925 By:_�`•-�� Social Security or Tax Number Name: (7.,F Title: —�_ c<� STATE OF TEXAS COUNTY OF HARRIS ) ) ) LESSEE Williams Production RMT Company 13y: crptAr Nan . osc Pt-Thirr-ett T le: Attorney-in-Faew The foregoing instnunent was acknowledged before me this.8 _ ay of flit pie . 2004 by O. F. 6a,f#11,1)i., as Attorney -in -Fact for Chevron U.S.A. Inc., a Pennsylvania corporation. N4 Commissiop ExpiLCs_ ,.:.3.P. ?/) /i ry;CP'r'"p;. ELAINE J. GRABER No Public. Ston of Texas My My CoCommissionExpires September 30, 2004 STATE OF COLORADO CITY AND COUNTY OF DENVER ) ) ) CGA L,tt_c ti -Lw£ Notary Public fi The foregoing instrument was acknowledged before me this 2i( day of JUvle , 2004 by Joseph P. Barrett as Attomey-in-Fact for Williams Production RMT Company, a Delaware corporation. My Commission Expires: 5/211b-7 Notary Public -30- ,.N • {' S w .L. 47, • •Z 4 J. 1-3 -.•n.i }.�.����b4. 1414 ELK ST., SUITE 202 SCALE: N.T.S. ROCK SPRINGS, WY 82901 (307) 362-5028 71, 041 4 • tt? + 144170 EMERGENCY SERVICES MAP FOR CHEVRON TR PAD SEC. 3, T. 5 S, R. 97 W., GARFIELD COUNTY, COLORADO WILLIAMS PRODUCTION RMT COMPANY EMERGENCY RESPONSE PLAN PRODUCTION GARFIELD COUNTY, COLORADO RIO BLANCO COUNTY, COLORADO WILLIAMS E&P I. PLAN INTRODUCTION 1. Purpose and Scope of Plan Coverage a. Plan Details This Emergency Response Plan (ERP) is specific to the Natural Gas production facilities, owned and operated by Williams Production RMT Company (WPC). This document is designed to provide for the safety and welfare of facility personnel, the community, the environment, and property by enabling a coordinated and efficient response by WPC personnel in the event of an emergency. When the words WPC personnel are used in this plan, they are intended to mean all WPC employees and contractors. This ERP includes details to: • make the facility and immediate surrounding area safe (people first, then property and environment); • isolate the area/facility; • notify appropriate public agencies; • identify fire extinguishing equipment, and meeting locations; • identify medical and rescue responsibilities for trained employees; • establish methods for reporting fires and other emergency events; • provide labor, materials, and equipment; • establish and maintain adequate communication with governmental agencies (fire, police, public officials, etc.) and clarify their responsibilities; • identify emergency shutdown procedures for affected equipment; • handle hazardous substances; • establish an off-site media center and return the facility to service b. Legal Authority The intent of this ERP is to comply with guidelines set forth by the Occupational Safety and Health Administration (OSHA). The Emergency Planning and Response Regulations of 29 CFR 1910.38 and Hazardous Waste Operations and Emergency Response (HAZWOPER) Standards of 29 CFR 1910.120 have been specifically followed when applicable. c. Assumptions and Situations The procedures outlined in this ERP were developed under the assumption that the local fire protection and emergency response agencies will respond to emergencies at the facility when notified and will assist to the extent of their respective capabilities. _ The procedures outlined in this document are to be followed when responding to any of a number of events. These events include, but are not limited to the following: Natural disasters and severe weather conditions including: • floods • damaging storms • earthquakes 2 • weather extremes (cold, blizzards, heat) • lightning and wildfires Disruption to normal operations: • Hazardous material/chemical releases from stationary or mobile sources • unscheduled valve closure or safety equipment shutdown, or any unscheduled emergency shutdown • major accidents involving WPC vehicles or equipment owned by contractors • bomb threats • threats against employees or WPC facilities • fatalities or multiple hospitalizations involving employees or members of the public • disturbances on WPC property • damage to WPC property which interferes with the performance of normal business • disruption of service to customers (scheduled and unscheduled) Catastrophic Failure and Damage: • major fires • major environmental release • significant destruction of facilities The ERP also provides procedures for communications with employees, governmental agencies, and the public during emergencies to assure an effective response during an emergency situation. d. Facility Health and Safety Policy This ERP is a reflection of the WPC health and safety policies and procedures. When the facility, or a portion of the facility, is involved in an emergency event, WPC personnel shall take the appropriate action to safeguard human life, protect WPC and surrounding property, and maintain or restore operations if possible. Field personnel must immediately communicate information about any emergency event to their immediate supervisor. The supervisor will immediately initiate the appropriate notification procedure. In the event that the supervisor cannot be reached immediately, field personnel will initiate necessary notifications. 2. TABLE OF CONTENTS Section Page No. Section I — Plan Introduction Elements 2 I. Purpose and scope of plan coverage 2 2. Table of contents 3 3. Current revision date 4 4. General Facility Identification Information 4 Section II — Core Plan Elements 4 1. Discovery 4 2. Initial response 7 3. Sustained actions 12 4. Termination and follow-up actions 12 Section 11I — Annexes 1:3 Annex I. Facility and locality information 13 Annex 2. Notification 15 Annex 3. Response management system 15 Annex 4. Incident documentation 18 Annex 5. Training and exercises/drills 18 3 Annex 6. Response critique and plan review and modification process 20 Annex 7. Prevention 22 Annex 8. Regulatory compliance and cross-reference matrices 23 Annex 9. Document control 25 3. Current Revision Date: March 2006 4. General Facility Identification Information a. Facility Name — Natural Gas Production facilities b. Williams Production, RMT 4289 County Rd 215, Parachute Co 81635 (970) 285-9377 c. Garfield County Rio Blanco County Directions to facility: Main Office- Take Interstate 70 to exit 75. Follow County Rd 215 North approximately 1 mile. Turn Right into office parking lot. d. NAICS CODE: 211111 e. Key contacts for plan development and maintenance: a. Safety Representative —Greg Anoia 263-2744 b. PSM Coordinator — Bruce Reese 263-5307 f. Phone number for key contact g. Facility phone number: 970-285-9377 - Main Office h. Facility fax number: 970-285-0121 - Main Office 970-263-5313 - Man Camp 4 Section II - - Core Plan Elements 1. Discovery — Shutdown of a facility is done manually when an emergency is detected. Production facilities are not equipped with Automatic Emergency Shut down devices. (ESD) Compressor stations are equipped with manual ESD devices but they must be triggered by WPC personnel in the event of an emergency. Well locations are not equipped with ESD's and in the event of an emergency WPC personnel will isolate the affected area through the manual closure of valves, if need be. When an emergency is discovered only authorized WPC personnel will respond. The first employee to detect or to be notified of an emergency event has the responsibility to: o notify emergency personnel o notify the Incident Commander. If the designated Incident Commander is not available, contact the Alternate Incident Commander. o initiate procedures outlined in the ERP o initiate defensive measures to control the emergency event. If these measures can be done safely, and then only if the employee has been trained in emergency response or has completed Hazardous Waste Operations and Emergency Response (HAZWOPER) operations level training, defensive measures can be initiated. Using appropriate HAZWOPER training, the employee will determine if a hazardous atmosphere exists where SCBA is required. If the first employee has not completed emergency response training, including appropriate HAZWOPER training he/she shall not initiate defensive measures, but shall complete notification procedures. This checklist should be used to assist the person discovering the incident in determining what steps to take NAME OF FACILITY: DATE OF INCIDENT: YOUR NAME: TIME 1ST AWARE: FIRST RESPONDER EMPLOYEE COLLECTS THE FACTS. Briefly describe the emergency: Was the ESD activated? Yes No N/A Time: Did you activate the siren? Yes No N/A Time: Can you isolate the problem area? Yes No Time: CAUTION: Do not risk your life or the life of others. Is rescue needed? Yes No Time: Is first aid needed? Yes No Time: If yes, can you move the victim? Yes No Time: Are you in a hazardous environment? Yes No Time: Do you have the proper equipment to proceed without help? Yes No Time: Do you need to call 911? Yes No Time: Are you able to set up an emergency command center? Yes No Who should you contact for assistance? 5 LOCAL EMERGENCY RESPONSE AGENCIES Time: Name Ambulance Service: City: State: Phone No. Time: Name Hospital: City: State: Phone No. Time: Name Air Life: City: State: Phone No. Time: Name Alternate Hospital: City: State: Phone No. LAW ENFORCEMENT Time: Name City Police: City: State: Phone No. Time: Sheriff's Office County: City: State: Phone No. Time: State Patrol Name: City: State: Phone No. FIRE DEPARTMENT Time: Fire Department Name: City: State: Phone No. COMPANY PERSONNEL Time: Name: City: State: Phone No. NOTE: Notify Primary Contact as soon as you have the emergency in primary control (e.g., ESD - evacuate - rescue - first aid - isolate fuel source if fire - spill containment to prevent environmental contamination). Time: Name Project Supervisor: Phone No. Time: Name Facility Operator: Phone No. Time: Name Other Technicians: Phone No. Phone No. Time: Name Other Operators: Work No. Home No. Time: Name Safety Engineer: Work No. Home No. you nave the problem under control, start your Emergency Response Plan. LOCAL RESIDENCES Time: Name of Resident: Location: Phone No. Time: Name of Resident: Location: Phone No. ' Time: Name of Resident: Location: Phone No. 6 PIPELINE COMPANY(S) or OTHER AFFECTED COMPANY Time: Company: Phone No. Time: Company: Phone No. Time: Company: Phone No. UTILITIES Time: Company: Phone No. Time: Company: Phone No. Other Action(s) Taken - Attach extra sheets if necessar Time: Time: Time: Time: Emergency is under total control. Time: Date: Incident Commander's Initials: 7 2. Initial Response a.1 Discovery Upon discovery of an emergency by operations personnel, the Production Supervisor and Safety Representative should be notified NAME TITLE TELEPHONE Steve Soychak District Manager (970) 285-9377 (970) 216-0922 (cell) Brad Moss Production and facilities (970) 285-2282 Superintendent (970) 263-3683 (cell) Dan Hoover Production Supervisor (970) 263- 5303 (970) 210- 2288 (cell) Kevin McDermott Safety Engineer (970) 285-9377 (970) 309-1195 (cell) (970) 285-9377 Dave Cesark Principal Environmental Specialist . (970) 216-9181 (cell) (970) 263- 2743 Tom Fiore Plant Engineer (970) 210-1641 (cell) Blake Roush Highlands Project Manager (970) 263- 5321 (970) 270-7028 (cell) Scott Brady Drilling and Completions (970) 285-9377 Supervisor (970) 270-9187 (cell) Greg Anoia Safety Coordinator (970) 285-9377 (970) 216-1387 (cell) a.2 Emergency Shutdown Procedures If an emergency necessitates that facility operation be terminated, an emergency shutdown (ESD) should be performed by authorized personnel. Closure of all necessary valves will be done manually, by authorized field personnel. Next, account for all the personnel working at the site. If the operations personnel do not know where his partner is, he should make a quick sweep of the area to warn him. If a pre -work tailgate meeting was performed, use that sign in list to help account for all personnel. Any emergency shutdown should occur with the intent of maximizing safety and minimizing property or equipment damage. If performing an emergency shutdown will potentially cause injury or death, then personnel should evacuate the facility without completing shutdown procedures. a.3 Evacuation and Personnel Accountability Personnel shall evacuate in a safe, prompt manner, following an appropriate evacuation route. Upon evacuation of the location, personnel shall at least 500 feet from the hazard. Personnel and any visitors to the site at the time of the emergency will be accounted for when evacuation is complete. 8 a.4 Regulatory Notifications Reporting of incidents to regulatory agencies will be the responsibility of the Safety Engineer and the Principal Environmental Specialist. In the event of an emergency, the Safety Engineer and/or Principal Environmental Specialist will determine which agencies should be notified and provide information to the proper representatives. The Spill Prevention Control and Countermeasure Plan (SPCC) for the Parachute Creek Gas Plant should be referenced for reporting procedures and regulatory contacts related to spills and releases. NAME OF COMPANY OR AGENCY PHONE NO. Any Emergency 911 St. Mary's Air Life City: Grand Junction State: Colorado 1-800-322-4923 St. Mary's Hospital City: Grand Junction State: Colorado (970) 244-2273 Grand River Memorial Hospital City: Rifle State: Colorado (970) 625-1510 Garfield County Sheriff City: Rifle State: Colorado (970) 625-1899 State Highway Patrol City: State: Colorado (970) 248-7277 Colorado State Patrol HAZMAT Service City: Parachute State: Colorado (970) 248-7283 Rifle Fire Protection District City: Rifle State: Colorado (970) 625-1220 Other Agencies or Contacts (Customers, people living near the Facility, etc.) Garfield County Emergency Planning Committee City: Glenwood Springs State: Colorado (970) 945-8020 Colorado Department of Public Health and Environment City: Denver State: Colorado (303) 692-2035 Environmental Protection Agency City: State: 1-800-227-8917 b. Establishment of a response management system b.1 Fires When responding to a fire or explosion, evaluate the situation upon discovery and alert the appropriate WPC personnel of the fire and its location. Give details of the fire to the Senior WPC Representative as soon as possible. The fire could either be 1) limited to the immediate incident location 2) be limited to the confines of the incident location with the potential for migrating off- site or 3) extends beyond the incident location. In the first situation the incident can be mitigated with trained personnel. If the emergency will not necessitate the shutdown of equipment, secure the area, and proceed with containment and control procedures as necessary. Only attempt to extinguish incipient fires with portable extinguishers and by shutting off the flow of the gas to the fire. If the fire cannot be quickly 9 controlled, evacuate the hazard area. Keep supervision aware of the conditions, and whether additional personnel or equipment will be needed. The second situation probably cannot be mitigated without outside assistance from local emergency response agencies. The Fire Department and the Sheriffs Department must be alerted via "911". The Senior On -Duty WPC Representative should take command of the incident until the Senior Officer from the emergency response organization arrives on the scene and assumes control. Provide follow-up information to the responding fire department units including the Property Damage/ Loss Report/ Near Miss Report (http://intranet.williams.com/eforms/forms/property loss near miss.doc) and any hazardous material release information. In the third situation, a fire beyond the confines of the incident location, the public could be affected within 60 minutes. The response cannot be mitigated without both WPC and local government resources. A more aggressive firefighting posture towards a fire may be attempted with the on-site approval and direction of a Williams Superintendent/Manager or their superiors. b.2 Hazardous Material Releases In the event of a hazardous material release, the primary concern and responsibility is the protection of life. The second responsibility is the protection of property and the surrounding environment. Notify the Senior WPC Representative of the emergency with a brief description of the incident, the location, product and specific equipment involved. Leave the area immediately if potentially harmful levels of flammable vapors/gas are present. Do not allow access to the area by unnecessary persons. If the hazardous material spill or leak is beyond the capability of the WPC personnel, evacuate the area. Personnel should rendezvous at least 500 feet from the Hazard. When possible evacuate up wind of the hazard. Refer to the Material Safety Data Sheets (MSDS's) for information on the specific materials released in order to evaluate the hazard. Contact CHEMTREC at 1-800-424-9300 if additional information is required. Attempt to defensively control the leak or reduce the spill size by remotely closing the appropriate valve, reducing operating pressure, or rotating a leaking container so that the hole is above the level of the liquid. Proceed within the guidelines of HAZWOPER and other appropriate emergency processes to control or contain the extent of the release as well as follow proper decontamination procedures. b.3 Medical Emergency A medical emergency must be responded to immediately using available First Aid equipment. Personnel with current First Aid training should be called upon first to control the situation. Local medical emergency response agencies must be notified immediately. Emergency contacts are listed in Section II 2 a.4. Be ready with the following information: - Location of incident with directions to the scene. - Number of people injured. 10 - Type(s) of injuries if known. - Condition of the patient if known. - Whether rescue equipment is needed to transport the victim. For example, is the victim trapped in machinery, in a confined space, etc? b.4 Severe Weather Incidents The facility operations personnel will rely on local weather forecasts and media broadcasts for warning of approaching severe weather. Upon notice or alert of severe weather, personnel should secure the facility and seek shelter. When it is safe to return to the facility, all systems and equipment should be checked for damage and any emergency situations handled in accordance with the ERP. b.5 Transportation Accidents Response to vehicle accidents at or near the facility should be appropriate to the extent of injury and property damage. Accidents involving WPC or contractor vehicles that cause or have the potential to cause an emergency at the facility shall be reported as soon as safely possible to the Project Supervisor and Safety Engineer. In the case of any accident follow the instructions listed on the back of the Accident Report Kit. If this packet is not located in the vehicle contact the Safety Engineer. b.6 Vandalism/Sabotage Upon discovery of evidence of vandalism or sabotage, an immediate assessment of all equipment and systems on location shall be performed. After the assessment is accomplished and a return to normal operations is possible, a thorough documentation of the vandalism should be completed and reported to the Project Supervisor and Safety Engineer. Local law enforcement should be contacted as necessary. b.7 Bomb Threats Any threat made toward personnel or WPC property should be taken seriously and considered dangerous. This threat could be received by phone, written or electronic message, through a third party such as the media, or by actual discovery of an explosive device. When a threat has been received promptly notify the Production and Facility Superintendent, the Safety Engineer and local law enforcement agencies. The Bomb Threat Checklist provided in this section is to help access the threat and to properly document the situation. Most prank calls involve very general information, which makes it difficult to develop an appropriate response. When the bomb threat contains specific information and has positively identified a target, the threat will be treated as very serious and immediate action should be taken to evacuate the threatened area. If Possible, obtain as much information as possible about the location of the bomb, when it is set to explode, etc. The caller might refuse to give any information, or may actually want to provide detailed information so those employees can be evacuated. Whenever a specific location is included in a bomb threat, a search must be performed, but only a Military Explosive Ordinance Disposal Team, a Police Bomb Squad, or a Fire Department Bomb Squad should conduct the search. Williams personnel should not enter the facility during a bomb threat situation for any reason! 11 BOMB THREAT CHECKLIST Name of Facility: Report call immediately to: Telephone Bomb threat received by: Date Questions to ask Exact wording of threat 1. When is bomb going to explode? Child 2. Where is bomb right now? Teenage 3. What does bomb look like? 50+ 4. What kind of bomb is it? 5. What will cause it to explode? Heavy 6. Did you place the bomb? Spanish 7. Why? Other 8. What is your address? New England 9. What is your name? Calm THE FOLLOWING INFORMATION REQUIRES OPINION, PERCEPTION AND JUDGEMENT. PLEASE GIVE YOUR VERY FIRST IMPRESSIONS: CALLER WAS: Male Adult Female Child ESTIMATE AGE Pre Teen Teenage 20 — 40 40 — 50 50+ CALLER'S SPEECH: Accent Heavy Slight Foreign Spanish Asian German Other American Southern New England Other CALLER'S VOICE: Calm Soft Distinct Angry Loud Slurred Excited Ragged Laughing Crying Rapid Slow Normal Deep Nasal Lisp Stutter Deep Breathing Familiar Raspy Clearing Throat Cracking Voice BACKGROUND SOUNDS: Street Noises Office Machinery Animal Noises Tele Booth Kitchen Ware Voices Airplane Bus Factory Machinery Train Clear Music House Noises Local Weather Motor Long Distance Static Other THREAT LANGUAGE: Well Spoken Incoherent Foul Taped Irrational Message Read by Threat Maker 12 3. Sustained actions a. Facilities, Supplies, and Equipment Equipment and supplies to be used in the event of an emergency shall be stored at the facility or carried in field vehicles (if appropriate). Emergency fire equipment will be maintained and located as described in the Fire Prevention portion of the Safety Manual under section 2.5 (http://intranet.williams.com/epss/EHS/safetymanual.doc). Spill or release response materials should be stored in a protected location and replenished immediately after they are used. All emergency equipment should be inspected frequently and deficiencies corrected immediately. b. Facility Security Field personnel control general security during regular duties. Unauthorized personnel should be escorted off site. During an emergency, the Incident Commander will control security. Access to the site will be restricted to individuals involved in specific emergency response procedures. Local law enforcement may be contacted if needed to secure the facility and immediate surroundings. c. Media Relations Policy In the event of an emergency, a designated spokesperson (who receives periodic media training) at the site will handle initial communications with the public and the media. The designated spokesperson may give the media a brief outline of known facts at the scene; subsequent responses will be coordinated through the WPC Corporate Office. In addition, the designated supervisor, and only that person (usually the Production Superintendent or the District Manager) who has had media training shall speak to the media or the public about the emergency event. If reporters arrive, the designated supervisor should check their credentials to confirm that they are reporters, assign someone to escort them to the site and keep them within safe areas. 4. Termination and Follow -Up Activities a. Recovery of Operations Facility operations should commence as soon as safely possible following a facility or equipment shutdown event. An inspection and review of affected equipment or systems by safety and engineering staff members may be required before normal operations can be restored. b. Documentation The Incident Commander shall make certain all calls, conversations, pressures, quantities, or other information pertinent to an emergency event are documented per this ERP and the attachments herein. See Section II 1. c. Damage Assessment --_- Personnel designated by the Incident Commander shall visually inspect all equipment and systems following an emergency incident. Any evidence of damage will be reported to the Incident Commander and properly documented. Any damaged equipment that presents an unsafe condition shall be repaired or replaced before returning affected systems to normal operation. 13 d. Post -Emergency Activities When the emergency has ended or as soon as practical, the following should be considered: • the extent of the damage; • an estimate of time required to repair the equipment/facility. • Call personnel and have them report to duty if and when they are needed: • locate pertinent material available from stock or suppliers; • arrange for contract equipment and personnel; • prepare plans for returning the facility to service; • assist in any other activities affected by the emergency; • dispatch work crews and equipment to the site as needed; • restore facility to service as soon as repairs can be made safely and in accordance with established procedure; • evaluate the cause of failure and provide a written plan to prevent a reoccurrence of the emergency event. Emergency events will be investigated per the requirements of WPC accident investigation procedures. The investigation will determine the root cause of the emergency event and recommend any needed changes in order to prevent recurrence. The investigation will assess the effectiveness of the response team and the ERP to determine whether improvements are needed. 14 SECTION III — Annexes Annex 1. Facility and Locality Information a. Facility maps (next page) 15 16 b. Facility hazard and risk analysis b.1 Overview of the Facility Williams processes its own gas, as a result of this Williams has an extensive natural gas gathering system of 280+ miles of pipe in Garfield and Rio Blanco County. The Gathering system transports over 400 million cubic feet of gas a day. The facilities operate 24 hours per day, 365 days per year. b.2 Facility Risk Evaluation Natural gas production facilities are inherently vulnerable to risk due to the constant presence of flammable gas. Fire or explosions caused by accidents or improper procedures is a serious threat to life, property and the environment and is considered to be the greatest risk to the production facilites. Following proper safety guidelines and adhering to safe -work practices can mitigate this risk. b.3 Offsite Risk Evaluation Production facilities, including gathering system pipe runs within close proximity to Businesses, Homes, Ranches, Utilities, Roads and other gatherings systems. As such, there exists a risk of impact or influence to the facility from offsite sources. The greatest risk to the facility is when ground is being disturbed. Anytime excavating needs to be done a "one call" must be made. Performing a one call is required under Colorado state law. Annex 2. Notification — included at Initial Response under Section II Annex 3. Response Management System The response team is an organized management group established to respond to an emergency and should be comprised of personnel assigned to perform the following functions (an individual may perform multiple functions, due to the size of the facility and typical staffing levels): The Incident Commander is any employee with operational responsibility (a supervisor, foreman, manager, plant operator, etc.) who has received training in emergency response. The Incident Commander must: - have access to this ERP - immediately initiate procedures in the ERP and notify the immediate supervisor. gather information on the emergency event implement actions to mitigate the emergency and coordinate and document all telephone calls, conversations, pressures, etc. pertinent to the emergency event until relieved of the responsibility by a higher level of management. The Incident Commander is responsible for managing the emergency event, and will coordinate the following activities: - Establish a command post, assemble the response team and assign team member responsibilities; - Assess priorities - safety first, mitigation second; - Account for location of all personnel who were in the area/facility at the start of the emergency; Implement the Emergency Response Plan; Provide on-site supervision of response activities; 17 - Assess and deploy needed resources and coordinate activities; Serve as or provide for an emergency event safety officer, responsible to prevent injuries and/or death; Maintain communications with the Plant Superintendent and the Safety Engineer throughout the response; - Coordinate activities of and respond to outside agencies; Coordinate response to initial contacts with local press and government agencies; - Return the facility back to normal service; Complete all reports associated with the emergency event; Conduct an investigation to determine the root cause of the event and develop corrective actions to prevent recurrence. The Logistics Officer obtains necessary response equipment and material to support emergency and mitigation procedures. The Administration/Finance Coordinator arranges for humanitarian assistance, lodging, meals. etc. and manages purchase orders, contacts, etc. The On -Site Safety Officer ensures site, public, and employee safety, establishes the site safety plan, coordinates environmental response, maintains proper communication with local, state, and federal emergency response organizations, or other agencies as necessary. The On -Site Coordinator/Operations Chief is responsible for oversight and management of site activities. The Planning Officer coordinates contractors and additional company personnel as necessary. The Safety Engineer will communicate reportable incidents by telephone to appropriate regulatory agencies as soon as possible. If informed of an emergency event by a private citizen, WPC personnel will obtain as much detail as possible and call a designated field employee to investigate the status. Employees at or near the scene will respond to the emergency immediately. Facility Personnel are responsible to provide initial response and containment of the emergency. They shall: take appropriate actions to guarantee public, employee, equipment and environmental safety have completed emergency response training, including a minimum HAZWOPER incident command and technician level training (if expected to respond offensively, e.g., to stop a hazardous materials release or perform as an incident commander). I8 TITLE NAME';; RESPONSIBILITIES DURING AN EMERGENCY i T Incident Commander Supervises the response activities and coordination of efforts, media contacts, and compliance contacts. Logistics Officer Obtains necessary response equipment and material to support emergency and mitigation procedures. Administration/Finance Coordinator Arranges for humanitarian assistance, lodging and meals as well as manages purchase orders, contacts, etc. Planning Officer Coordinates contractors and additional company personnel as necessary Safety Engineer Communicates reportable incidents, assists with safety equipment, & control efforts. In addition, aspersonnel available: On -Site Safety Officer Ensures site, public, and employee safety, establishes the site safety plan, coordinates environmental response, maintains proper communication with agencies as necessary. On -Site Coordinator/Operations Chief Control of emergency, isolation of facility. As required by HA ZWOPER: Technician Level Responder Set up incident command post & isolation of facility. Operations Level Responder Defensive response, contact appropriate personnel. Other Facility/Area Personnel: Person in Charge Coordinate support efforts. Operations Manager Rescue Personnel (All area field personnel): Medical Personnel (All personnel trained in First Aid & CPR): Other Area/Facility/Regional Personnel: 19 Annex 4. Incident Documentation a. Post accident investigation Once a practice drill or an emergency incident has occurred, and an investigation into that incident has begun, the use of this emergency response plan along with the procedures and policies listed in it should be critiqued bases on its use, effectiveness, and its completeness. This section establishes basic questions, which will assist in this follow-up evaluation and is intended to meet compliance with OSHA standard CFR 1910.120(q)(2)(x)). b. Incident history Annex 5. Training and Exercises/Drills a. Training Production Supervisors or a Safety Representative will make certain that this ERP is reviewed with all new employees during their orientation (or first week of employment), and with all employees on an annual basis. At the time of orientation it will be made clear that at a minimum, the Personal Protective Equipment (PPE) required at all production facilities includes a hard hat, steel -toe shoes, safety glasses and ear protection in posted areas. Documentation of the individual employee review is required for verification of training. All records of training should be kept up to date. Each employee identified in the ERP shall be current on emergency response training that shall include the appropriate level of HAZWOPER training. Training shall cover the following: - responses for specific roles in various ER scenarios; - the use of appropriate communication systems and alternate communication methods when the plant system is disabled; - organizing and actively taking part in a response team drill; - how to locate isolation valves/shutdown controls; - how to respond to specific failures; - how to respond to media questions; - how to interact with public officials; - where to meet in the event roads to the station are impassable and/ or communications are unavailable; - appropriate control, containment, and clean-up procedures; 20 b. Drills and Exercises A Safety Representative will schedule an annual facility drill to assess the effectiveness of the ERP and associated procedures. The drill shall consist of an emergency scenario that exercises various procedures described in the ERP. At the completion of the drill, a review shall be performed and documented. If necessary, the ERP will be revised to correct any deficiencies noted during the review. The drills, activities and review comments should be recorded on the Facility Personnel Responsibilities form provided below, and kept on file for three years. EMERGENCY DRILL FORM Date of Drill: Facility Name: Attendees: Drill Scenario: Emergency Equipment/Activities Involved/Topics Covered (check if yes): SCBA: Portable Fire Extinguishers: Wheeled Fire Extinguishers: Eye/Face Equipment: SPCC: HAZ W OPER: Others: Emergency Rescue: Plant Shutdown: Equipment Shutdown: Lockout/Tagout: CPR/First Aid: Hazard Communication: Contacts Made: Safety Department: Others: Operations Manager: Discussion Points/Comments: Training Conducted/Accomplished: 21 Annex 6. Response Critique and Plan Review and Modification Process Questions: The following are the types of questions that should be answered, after an incident has been mitigated or after a practice drill has been completed, in order to evaluate this Emergency Response Plan. 1. Was the Emergency Response Plan implemented in a timely and efficient manner? 2. Were evacuation alarms activated, escape routes followed and personnel accounted for? 3. Were the proper authorities and agencies notified in a timely manner? 4. Were proper procedures/checklists followed and were they effective in resolving the incident? 5. Was the correct personal protective equipment used? 6. How could this emergency response plan be changed to increase its effectiveness? 7. Was the Emergency Response Plan implemented in a timely and efficient manner? 8. Were evacuation alarms activated, escape routes followed and personnel accounted for? 9. Were the proper authorities and agencies notified in a timely manner? 10. Were proper procedures/checklists followed and were they effective in resolving the incident? 11. Was the correct personal protective equipment used? 12. How could this emergency response plan be changed to increase its effectiveness? This emergency response plan should be revised if it is determined that its use, procedures or policies are not effective in mitigating the practice drill or emergency incident. 22 EMERGENCY RESPONSE PLAN REVIEW RECORD This ERP should be considered a controlled document and treated accordingly. A Safety Representative is responsible for revising and updating the ERP on a regular basis. Name of Facility: Williams Natural Gas Production Facilities (Parachute Co. E&P) Date of Initial Plan Development: 6/21/06 Date of Last Review for Plan Accuracy: June 06 Date of Last Revision: June 06 Production and Facility Superintendent Name: Brad Moss Plant Superintendent Signature: Date: DATE RESPONSIBLE PARTY ACTION August 2003 Cordilleran Original Documents Summer 2004 C. Hale/ K. McDermott Annual Revision March 2006 June 2006 Greg Anoia Greg A./ Production Conversion to Integrated Contingency Plan format, Annual revision 23 Annex 7. Prevention a. General Prevention Policy Incidents at the facility will be minimized through personnel training, regular safety inspections, and implementation of the policies and procedures outlined in this ERP and the WPC safety program. The primary responsibility for prevention of emergency incidents is placed on facility operations personnel. Any substantial change or addition to facility equipment or process will necessitate a review of safety procedures and a revision of applicable procedures in this ERP. b. Fire Prevention Policy Please refer to the Safety Manual for information concerning fire prevention. This is available from the Safety Engineer or on the Intranet at http://intranet.williams.com/epss/EHS/safetymanual.doc. c. Facility Safety Inspections and Audits Periodic safety audits along with regular operations and maintenance routines will be carried out with the intent of identifying and minimizing potential safety hazards and poor housekeeping practices. 24 Annex 8. Regulatory Compliance and Cross -Reference Matrices REGULATORY SUBJECT REGULATORY CITATION LOCATION IN WPC PLAN OSHA Emergency Response Program Pre -emergency planning and coordination with outside parties. 29 CFR 1910.120 (p)(8)(ii)(A) Section I I, 2a.2, 2a.3 Personnel roles, lines of authority, training, and communication. (p)(8)(ii)(B) Sections I 1, 3b, 3c, 2a.1 Annex lb, 3, 5 Emergency recognition and prevention. (p)(8)(ii)(C) Sections 1 lc, I 1 Annex Ib Safe distances and places of refuge. (p)(8)(ii)(D) Section II 2a.3, II 2b Annex l a Site security and control. (p)(8)(ii)(E) Section II 3.b Evacuation routes and procedures. (p)(8)(ii)(F) Section II 2a.2 Annex la Decontamination procedures. (p)(8)(ii)(G) Section II 4 Emergency medical treatment and first aid. (p)(8)(ii)(H) Section II 2b.3 Emergency alerting and response procedures. (p)(8)(ii)(1) Section II 2 Critique of response and follow- up. (p)(8)(ii)(J) Annex 6 PPE and emergency equipment. (p)(8)(ii)(K) Section II 3a Emergency Planning 1910.120(q)(2) Coordination (q)(2)(i) Section II 2 Lines of authority (q)(2)(ii) Annex 3 Emergency recognition (q)(2)(iii) Section II Safe distances (q)(2)(iv) Section II 2b Security and control (q)(2)(v) Section II 3b Evacuation (q)(2)(vi) Section II 2a.3 Decontamination (q)(2)(vii) Section II 2b Medical treatment (q)(2)(viii) Section II 2b.3 Alerting and response (q)(2)(ix) Section II 1, 2 Critique of response (q)(2)(x) Annex 6 PPE and equipment (q)(2)(xi) Section II 3a Incident Command 1910.120(q)(3) Senior officer (q)(3)(i) Annex 3 Size up of conditions (q)(3)(ii) Section II 1 Emergency operations (q)(3)(iii) Section II 25 Use of SCBA (q)(3)(iv) Section II 1 Limiting access (q)(3)(v) Section I1 3b Back-up personnel (q)(3)(vi) Annex 3 Safety official (q)(3)(vii) Annex 3 Safety authority (q)(3)(viii) Annex 3 Decontamination (q)(3)(ix) Section II 2b SCBA (q)(3)(x) Section II 1 OSHA Emergency Action Plans 29 CFR 1910.38 Reporting an emergency (c)(1) Section II 2a Emergency evacuation, including exit routes (c)(2) Section II 2a.2 Annex 1a Critical operations procedures before evacuation (c)(3) Section I12 Accounting for employees after evacuation (c)(4) Section II 2a.3 Procedures for employees performing rescue or medical duties (c)(5) Section II 2b.3 Contacts for further information (c)(6) Section II 2a.1 Alarm system (d) Section II 2a.2 Training (e) Annex 5 Review of ERP (f) Annex 6 Annex 9. Document Control 26 a. Plan Distribution This document is the property of the Williams Production RMT Company (WPC). Controlled copies shall be distributed at a minimum to the WPC personnel in Section 1I 2 a.1 and to various government agencies for the response coordination. All recipients of this Plan must complete and return the Receipt Form (See below) to WPC. This action is necessary to acknowledge receipt of the Plan and to register the document for future updates and change distributions. b. Registration Form All Recipients of the Plan must complete and return this form to register it for distribution and future change/updates. If this form is not returned, the copy of the Plan will be recalled. This is to acknowledge receipt of the Williams Production facilities Emergency Response Plan: Name: Company: Division: Street / P.O. Box No.: Zip Code: Return To: Williams Production RMT Company Safety Representative 1058 County RD #215 Parachute, CO 81635 27