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HomeMy WebLinkAbout1.0 ApplicationGARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com JUL 2 0 2007 pRFIELD CEivo Pipeline Development Plan Permit GENERAL INFORMATION (To be completed by the applicant.) > General Location of the Pipeline (Right -of -Way): Crawford Trail Gathering Pipeline > Diameter and Distance the pipeline: 20 inch diameter- 16.8 miles > Existing Use & Size of Property in acres: Please see application ➢ Description of Proposed Pipeline: 20" gathering pipeline from Section 16, T5S, R97VJ to Section 33, T6S, R96W. This applica-t includes the Crawford Trail compressor station located in Scollop 23, T6S, R97w as a new facility. > Zone District(s): Resource Lands- All subdistricts > Name of Operator (Applicant): Bargath, Inc. c/o Williams Production RMq 15155Arapahoe St., Tower 3 > Address: Suite 1000 Telephone: 303-606-4355 > City: Denver State: CO Zip Code: 80202 FAX: 303-629-8'4 > Name of Owner's Representative, if any (Attorney, Planner, etc): PVCMI- Land Planning Division > Address: 1038 County Road 323 Telephone: 970-625-5350 > City: Rifle State: CO Zip Code: 81650 FAX: 970-625-45 > Doc. No.: STAFF USE ONLY Date Submitted: TC Date: > Planner: Hearing Date: ion Co. 81 22 I. 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: Development Plan Submission: The applicant shall submit eight copies of the proposed development plan with the completed application form to the Planning Director. The following information must be submitted with a development plan application: (1) A vicinity map indicating the section, township, and range of the site, and its relation to surrounding public roads and municipal boundaries. (2) Project Overview: a description of the project including the length of the pipeline, diameter of the pipeline, pipeline commodity, and the general description of the pipeline route. (3) Ownership A. For individual right-of-way, a diagram showing adjacent properties and the approximate location of buildings and their uses within a distance of 350 feet of any proposed structure, facility, or area to be disturbed. This may be drawn at a smaller scale than the site plan. B. For an area plan, the map will show the property boundaries and ownership information for all private and public property included in the development area. (4) Evidence of surface owner notification and of surface agreements where the surface owner is not a party to the mineral lease. (5) Need for Proposed Action: a statement of the reason for the pipeline (6) Regulatory Permit Requirements: a table indicating the permit agency name, permit/action driving task and the task to be performed to obtain the permit. (7) Primary Project Participants: Include the names, address and phone numbers of the company representative, company and individual acting as an agent for the company, construction company contacts, federal and state agency contacts (8) Project Facilities: Identify any permanent project facilities such as permanent right-of-way, widths, meter stations, valve sets, etc. Also indicate any temporary right-of-way, width during construction, construction facilities, etc. (9) Construction Schedule: indicate the estimated start and end dates for construction, days of the week in which construction will occur, hours of day during which construction will occur. (10) Sensitive Area Survey: List the types and areas of concern along the pipeline right-of-way, such as: sensitive plant populations, cultural, archeological, paleontological resources and wetlands identified during pre -construction environmental surveys, if applicable. (11) Land Grant/Permits/Authorizations and Stipulations: attach a copy of any land grant, permits, and authorizations including stipulations. (12) Revegetation Plan: a. A plant material list. Be specific, scientific and common names are required. Include application rate in terms of pure live seed (PLS) per acre. b. A planting schedule that includes timing, methods, and mulching. c. A revegetation security. A security may be required if, in the determination of the County Vegetation Management, the proposed project has: (i) A potential to facilitate the spread of noxious weeds (ii) A potential to impact watershed areas. (iii) A potential for visual impacts from public viewing corridors. (iv) Steep slopes (15% or greater) or unstable areas. (v) Disturbs large area (Half an acre or greater) d. The revegetation security will be in an amount to be determined by the County Vegetation Management that will be site-specific and based on the amount of disturbance. The security shall be held by Garfield County until vegetation has been successfully reestablished, or for a period of time approved by the County Vegetation Management in any specific land use action, according to the Reclamation & Revegetation Standards Section in the Garfield County Weed Management Plan. The County Vegetation management will evaluate the reclamation and revegetation prior to the release of the security. (13) A weed management plan for all Garfield County listed noxious weeds and State of Colorado listed noxious weeds that are targeted by the Commissioner of Agriculture for statewide eradication. (14) Emergency Response Plan: include a fire protection and hazardous materials spills plan, which specifies planned actions for possible emergency events, a listing of persons to be notified of an emergency event, proposed signage, and provisions for access by emergency response teams. The emergency plan must be acceptable to the appropriate fire district or the County Sheriff, as appropriate. The plan shall include a provision for the operator to reimburse the appropriate emergency service provider for costs incurred in connection with emergency response for the operator's activities at the site. (15) Traffic Impact: for construction traffic on county roads, indicate the anticipated types of vehicles, number of each type, anticipated number of trips per day per each type, county roads to be used , percentage of the construction traffic that will travel on each listed county road. (16) Staging Areas: indicate the general location of the staging areas required for pipeline construction. (17) Hydrotest Water: indicate the quantity of water required, source of water and the disposition of the water after testing. II. Referral and Review by Planning Director: The Planning Director will coordinate the review of the development plan application. Upon the filing of a complete application for development plan review, the Planning Director shall promptly forward one copy to the County Road & Bridge, Oil & Gas Auditor, Vegetation Management and Engineering Departments; the appropriate fire district or County Sheriff; the surface owners of an individual pipeline development plan; and any adjacent municipality for comment. (1) Referral comments on the proposed development shall be returned to the Planning Director no later than 18 days from the date of application for an individual site application and 30 days from the date of application for an area development plan. (2) In addition, the applicant shall notify the property owners within 200 feet of the route that are not affected surface owners with an agreement with the applicant. A sign will be posted on the portions of the route crossing or adjacent to a public road within seven days after receiving the application for an individual development plan review. Both the notice and the sign shall indicate that a development plan review application has been made, and the phone number of the Planning Department where information regarding the application may be obtained. The applicant shall notify all property owners within 200 feet of the outside boundary of an area development plan and post a sign at the intersection of each public road entering the area within seven days after receiving the application for an area development plan review. Both the notice and the sign shall indicate that a development plan review application has been made, and the phone number of the Planning Department where information regarding the application may be obtained. (3) Any determination by the Planning Director to approve or conditionally approve a development plan application must be in writing and mailed or otherwise provided to the applicant no later than 28 days for an individual pipeline development plan or 60 days for an area pipeline development plan, after the date on which the development plan application is filed. Failure to make a determination on the application within this time period shall result in the application being considered approved and the applicant's building permit or access, or other permits being processed. III. Development Plan Review Standards and Criteria for Approval: A development plan shall be approved or conditionally approved in accordance with the following standards and criteria. (1) Right-of-way and any associated facilities shall be located along the perimeters of surface property ownerships and not within areas of agricultural crop production as a general guide. Non -perimeter locations will be acceptable if the surface owner agrees and there is no adverse impact on adjacent properties. (2) Any equipment used in construction or operation of a pipeline must comply with the Colorado Oil and Gas Conservation Commission Rules and Regulations, Section 802, Noise Abatement. a. For any pipeline construction or operational facility that will have a substantial impact in adjacent areas, additional noise mitigation may be required. One or more of the following additional noise mitigation measures may be required: (i) acoustically insulated housing or covers enclosing any motor or engine; (ii) screening of the site or noise emitting equipment by fence or landscaping; (iii) a noise management plan specifying the hours of maximum noise and the type, frequency, and level of noise to be emitted; and (iv) any other noise mitigation measures required by the OGCC. b. All power sources used in pipeline operations shall have electric motors or muffled internal combustion engines. (3) Pipeline operations shall be located in a manner to minimize their visual impact and disturbance of the land surface. a. The location of right-of-way shall be away from prominent natural features and identified environmental resources. b. Right-of-way shall be located to avoid crossing hills and ridges, and wherever possible, shall be located at the base of slopes. c. Facilities shall be painted in a uniform, noncontrasting, nonreflective color, to blend with the adjacent landscape. Right-of-way shall be located in existing disturbed areas unless safety or visual concerns or other adverse surface impacts clearly dictate otherwise. (4) Access points to public roads shall be reviewed by the County Road & Bridge Department and shall be built and maintained in accordance with the Garfield County Road Specifications. All access and oversize or overweight vehicle permits must be obtained from the County Road & Bridge Department prior to beginning operation. All proposed transportation right-of- way to the site shall also be reviewed and approved by the County Road & Bridge Department to minimize traffic hazards and adverse impacts on public roadways. Existing roads shall be used to minimize land disturbance unless traffic safety, visual or noise concerns, or other adverse surface impacts clearly dictate otherwise. Any new roads created as a result of the pipeline construction, intended to be permanent for maintenance and repair operations shall be placed behind a locked gate or other barriers preventing use by recreational vehicles. Any gates or barriers need to be consistent with the surface owner's preferences. (5) In no case shall an operator engage in activities which threaten an endangered species. (6) Air contaminant emissions shall be in compliance with the applicable permit and control provisions of the Colorado Air Quality Control Program, Title 25, Resolution 7, C.R.S. (7) All operations shall comply with all applicable State Public Health and Environment, Water Quality Control standards. (8) Any proposed waste disposal or treatment facilities shall comply with all requirements of the County Individual Sewage Disposal System Regulations. (9) The proposed reclamation plan shall provide for a reasonable reclamation schedule in light of the specific surface use and surrounding land uses, and may require recontouring and revegetation of the surface to pre -disturbance conditions. The Planning Director may also approve a plan for an alternative postdisturbance reclamation, provided the surface owner and the applicant agree, and the plan is in harmony with the surrounding land uses and the Comprehensive Plan. (10) Should an abandoned pipeline be removed, it will be subject to the original revegetation and weed management requirements in the original application. IV. Conditions of Approval (1) If the Planning Director finds in reviewing a development plan application that the application meets the applicable standards set forth above, the Planning Director shall approve the site plan, and the applicant may continue the processing of the building or other associated County permit applications, or otherwise engage in the construction of the proposed pipeline. (2) If the Planning Director finds that the application does not meet an applicable standard or standards, the application shall be approved with appropriate reasonable conditions imposed to avoid or minimize the significant adverse impacts of the development. Such conditions may include, but are not necessarily limited to, the relocation or modification of proposed access roads, facilities, or structures; landscaping, buffering, or screening; posting of adequate financial guarantees; compliance with specified surface reclamation measures; or any other measures necessary to mitigate any significant impact on surrounding properties and public infrastructure. (3) Once the Planning Director issues a determination on the development plan, the determination shall not be final, and no permit based upon the determination shall be issued, for 14 calendar days after the date of the determination, in order to allow time for the applicant to appeal, or for the Board of County Commissioners to call up the determination for further review, pursuant to Sections 9.07.08 and 9.07.09 of the Pipeline Resolution. The Planning Director's determination shall become final, and permits applied for in accordance with the determination may be issued, only after the expiration of this 14 -day period, and only if the determination is not reviewed and acted upon by the Board of County Commissioners at a subsequent appeal or call-up hearing. I have read the statements above and have provided the required attached information wJ ich is correct and accurate to the best of my knowledge. (Signature of applicant/oWner) Last Revised: 2/2006 GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT AGREEMENT FOR PAYMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and Bargath, Inc . (hereinafter APPLICANT) agree as follows: 1. APPLICANT has submitted to COUNTY an application for Crawf ord Trail Gathering Pipeline (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 Signature 07/05/07 Date: Philip Vaughan Print Name Mailing Address: 1038 County Road 323 Rifle. CO 81650 '10/2004 Page 4 k TABLE OF CONTENTS BARGATH, INC. C/O WILLIAMS PRODUCTION RMT CO. CRAWFORD TRAIL GATHERING PIPELINE GARFIELD COUNTY, COLORADO DEVELOPMENT PLAN REVIEW FOR RIGHT- OF-WAY APPLICATION 2007 The items below are prepared as per Garfield County Resolution No. 2005-53 and the Garfield County Zoning Resolution 9.07 "Development Plan Review for Pipeline Right-of-way". 1. Development Plan Review for Right-of-way Application Form - 9.07.03 2. Vicinity Map- 9.07.04 (1) A. Right-of-way alignment sheets, legal description and compressor station site plan. 3. Project Overview- 9.07.04 (2) 4. Ownership- Adjacent properties to proposed right-of-way within 350 feet of any area to be disturbed- 9.07.04 (3) Page 1 of 3 5. Evidence of surface owner notification and of surface agreements - 9.07.04 (4) 6. Need for Proposed Action- 9.07.04 (5) 7. Regulatory Permit Requirements- 9.07.04 (6) 8. Primary Project Participants- 9.07.04 (7) 9. Project Facilities- 9.07.04 (8) 10. Construction Schedule- 9.07.04 (9) Please see Tab #22 "Construction Management Plan" 11. Sensitive Area Survey- 9.07.04 (10) 12. Land Grant/Permits/Authorizations and Stipulations- 9.07.04 (11) 13. Revegetation Plan- 9.07.04 (12) 14. Weed Management Plan- 9.07.04 (13) 15. Emergency Response Plan- 9.07.04 (14) 16. Traffic Impact- 9.07.04 (15) 17. Staging Areas- 9.07.04 (16) 18. Hydrotest Water- 9.07.04 (17) Please see Tab #22 "Construction Management Plan" 19. Garfield County Assessor's Maps- 9.07.05 (2) 20. Listing of Adjacent Property Owners adjacent to or within 200' of the proposed right-of-way- 9.07.05 (2) Determination was made by Garfield County that this only includes surface owners. 21. Authority of Authorized Representative Page 2 of 3 22. Construction Management Plan 23. Response letter regarding Development Plan Review Standards and Criteria for Approval. 9.07.06 24. Contact person for Williams Production RMT Co. for Garfield County to contact for Garfield County inspection. 9.07.11 Contact person to be Tom Fiore. 25. Colorado Professional Engineer responsible for statement and certification of project, including a digital copy of the surveyed pipeline as -built. 9.07.11 Page 3 of 3 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Crawford Trail Gathering Pipeline Submittal Item Tab 2- Vicinity Map 9.07.04 (1) All plan copies below are provided in 11x17 and D size drawings. Please find attached right-of-way alignment sheets prepared by DR Griffin & Associates, Inc. These alignment sheets indicate the alignment of the proposed pipeline, surface ownership, adjacent surface ownership and pipeline length. A. Alignment Sheets Cover Sheet - Sheet 1- Rev. Sheet 2- Rev. Sheet 3- Rev. Sheet 4- Rev. Sheet 5- Rev. Sheet 6- Rev. Sheet 7- Rev. Sheet 8- Rev. dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 1 dated 7/2/07 B. Construction and Environmental Details Sheet 1 of 6- Rev. Sheet 2 of 6- Rev. Sheet 3 of 6- Rev. Sheet 4 of 6- Rev. Sheet 5 of 6- Rev. Sheet 6 of 6- Rev. 0 dated 7/6/07 0 dated 7/11/07 0 dated 7/11/07 0 dated 7/11/07 0 dated 7/11/07 0 dated 7/11/07 Page 1 of 2 C. Crawford Trail Compressor Station- Please find this information in Tab 9- Project Facilities. Harris Group, Inc. CT -CI -6401 Rev. A 2/15/07 CT -CI -6402 Rev. A 2/15/07 CT -CI -6403 Rev. A 2/15/07 CT -CI -6404 Rev. A 2/15/07 CT -CI -6405 Rev. 1 6/20/07 Crawford Trail Compressor Station- Geotechnical Engineering Group, Inc. Job 2526 Geotechnical Investigation Report dated 12/22/06. Please contact me with any questions. Sincerely, Philip B. Vaughan President PVCMI Page 2 of 2 ..igRM1/ Shod. • w OIL? TAM TREET1-3)•C.aell la GrereoMASTAPC6Dr• tt Desa60r Per Dile }xe, Day 5iPAGAO14EE 5OPA501MCO SGPA;E6 eAI ro y�11-*Crala7-rwCNee9 NOE STA241E0i394011 . 9fEE14-eFCreRD Eel GMr106fre STA 356-00. 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INC., %WILLWIB PRCUVCIION IBATCOMW7Y, TO PREPARE DESIGN OUW1NGS FOR 174E CRAWFORD ORAE GATHERING PIPELINE AS IISIm N 491E TABLE 07 CCRTENTS OF DO CONSTRUCTION RAN SET, THAT 174E WORK WAS DONE UNDER MYP3ITH F1TYAM ARBMSION CCe8AEN510 J ULY 7, NOB, AND THAT THE DESIGN IS COMPLIAIIT WITH APPLICABLE SECTIONS OF RB CFR 152 FEDERAL PIPELINE SAFETY REGULATIONS, AMIE 631.8 GAS TRANSMISSION A.ODISTIMUICN FRip SOMAS NO THE NO VAL AND CUSTOMARY INDUSTRY PRACTICES FOR 1MSSIYPE OF WORK REVIEWED AND APPROVE D 1 LARRY G. BCOYFELT, WYOIR43PRGFE9407W. MICHAEL C. LOCK COLORADO PRCfi3401W ENGINEER (EVIL) ANDLAND SURVEYOR NO. ENGINEER NO. NOS1 CONSTRUCTION PLAN SET PROPOSED 20" CRAWFORD GATHERING PIPELINE T5S AND T6S, R96W ANDR97W, GARFIELD COUNTY, COLORADO Williams FOR BARGATH, INC. % WILLIAMS PRODUCTION RMT COMPANY PARACHUTE, COLORADO PREPARED BY: rRiosv JRiFFiN & ASSOCIATES, INC. 1414 ELK Sr, SUITE292 ROCK SPRINGS, WY 82901 (307)3625028 , CUSS 600 61A0P 14 6 PSIS CRAWFORD TRAIL COMPRESSOR STATION MP 11.45 DISCHARGE SLOE i ,CUSS 600 M eP 7470 "IG Jr r ,5.I ,.. '724 (, r1,,-,4•-•. -73 2 CLASS 600 MAOP 1480 P51C P 70.00 70' BARGATH CPL TIE-IN CLASS 600 MAOP 1700 P510 / / j {} LOCATION MAP ALIGNMENT SHEET NUMBER INDEX SCALE: 1 "= 5000' ISSUED FOR PERMIT ONLY s aD.e D..Lry Lai M37810677/e1157 VICINITY MAP SCALE: AS SHOWN Williams tea/ WWAM8 PRODUCRONRMT 4ge RIFFIN A ASSOCIATES, INC. P.44asr err �� 1414 Ft1 S7., ROCA'SPRINGS, 55.57001 DRAW 07A6Y1-409 SCAM Ai1MOON 400.W.54554_ APPROVER Penang ORUR ORaAOVR01-141119 COYER SHEET 20"CRAWFORD TRAIL GATHERING PIPELINE GARFIELD COUNTY, COLORADO FOR RARGATTI INC %i 1LLLOESPRODUCIIONRMTCOMPANY HORIZONTAL STATIONS CHEVRON USA INC. LANDS TRACTI 12507.3 FEET 227 MILES 4 EROSION OR2RKOL RECWMTI07LSEED ROV WORIOPACE RESTRICTIONS CULTURAL 10410R 51REUAVINETUUCG UP ANDS/I:P.30R. TILING GEO,ECNNCAL OTHER CRO69NG8 14150 CONSTRUCTION OTN•1 W4 -FULL 21018 FWTFULL 183618 FPL 801 ROI FPL R011ff4 FPL R01 R01 FPL FRFPL FR 0 a Y; SO LT. 7J7/. yyI�z) REVERSE SPOIL ANDWYKOQ10 ROE 061E0110N ANGIE-AHE 111.1A WORCS. RT. P1.2A 14'4301 RT. 11.30 16'39341.1. PJIA 53 1737LT. RSA 12.0253LT. R-902PSTEP 0. PI.7A Ow13'6 RT. PIRA Or206LT. P1.01. 03.00•3? RT. b Pl.10A 38.012PRT. R.11A4T006r LT. PI.12A 14.2616TR7. 6,111-13A 23118 LT. bP1.15011120'3Y'LT. 11•150115115111. PI•16A 086027117. 11.170 11.01'38 LT. PI.IN 041121VRT. 11.1N200520.RT. bpi 20A 37.003111.T. b1131A173005RT. 11 22A 0713424 RT. 11.23011101'11E1. R•2M16.220818. b11.28A 60111'64LT. P1.211A 1011007 RT. b01.27A 201010PLT. PI.28A 1710702. RT. 11.26006'3715 RT. 111•30A 06.1210'RI. 111-31A 10403/ RE. 111.32A 14•01'571.T. P1 330 14.2035 LT. aP•31A 26.9130'111. R-]90012521 RT. R•38A 10371291. 11470083560 LT. 114SA 1811'41 RT. 01.390 21.1508 RT. RAGA 17000701. RIA 2062717. bR.42A4110730L7. 4RF3Awan? LT. Ri4A 10awL1. bPI-46A 551121.108 bP0•AM 201535L7. P1.410 16121.37L7. P•400104200L1. R•ARA 17661.7. 11.100 081531 RT. 11.51031311501. EO BTA P•523021/5241RT. 91.61.7 W4 bP.53A 4045.31• RT. 94. 1 b11.6933' DB 11 KT. P180 00.322911.T. 1181 00'000420 bP8212 526LT. eSP8330'51'DM. LEGEND EXISTING ACCESS ROAD - - OUSTING PIPEUNE PROPERTY OWNERSHIP UNE -- CORA WORKSPACE/STAGING AREA UNE CONSTRUCTION ROW LINE PERMANENT ROM LINE C/1. PROPOSED PIPELINE - • • - CREEK 0R DRAINAGE UNE O METER RUH ID REGULATOR ❑S SEPARATOR ❑H INDIRECT HEATER © COMPRESSOR D❑ DENT .� HYDRO TEST - � REDUCER SI CAER UOUGID RECETCHMR SEEF-TAPPING -10I- PLUG VALVE -010- GATE VALVE {y} BALL VALVE - I/1- CHECK VALVE - "LYE W/OPERATOR 4. BRASS CAP STONE CORNER ▪ SURVEY CONTROL POINT • INTERSTATE Kw. ❑ STATE HITT. Q COUNTY RD. V DUI 40. O Y.P. MARKER 0100530110806 44E" -b- OR 111 • WELL LOCATION • PROPOSED WELL LOCATION +-F• RIVER WEIGHT HEAVY WALL SECTION PIG LAUNCHER 110 RECEIVER BLOW OFF 1 CATHODIC SYSTEM CATHODIC TEST LEAD - 0 WELD CAP -9- FLANGE ETATION 5ATHIH ---- BOUNDARY LINE oc� UNIMPROVED ROAD -0-- POWER UNE - C- CABLE - T- TELEPHONE - 0- GAS PIPELINE - 0- OIL PIPELINE -K- FENCE 0 0 0 0 AIM CM 8d1 TNN Lap Type B Parallel FreiptPa F.Sa RHONA 0R0.I10010196 Ceeom: TNI Lae Tyle E Relrrce 981031 See DWG 115 OROJ1179141L8 CRAWFORD TR GATHERING PIPELINE S TION DETAI LAUNCH . D BOP FACILITIES U•UID COLLECTOR FOR SUCTION 20' LINE CRAWFORD T -_I . RI.L PIP UNE .N - CTI.N ND ENVIRONMENTAL DETAILS REVISIONS ® IZEINCTAIN --�� ___DATE: 04/18/07 ''®" 1 __- APPROVED: T. FIORE®. BARGAIN, INC SA WILLIAMS PRODUCTION RIR COMPANY iAe�e/ MEFEN B ASSOCIATES, INC. iiii���`u.80 nu LM M .. SLIM' 202 HOINOS, WY.001 CRAWFORD TRAIL GATHERING PIPELINE 0100 TO 113100 SEC 16. 151A 22, TSS R97W, OARFIELDCOUNTY, COLORADO OWOIORG-80801-14486 OWNERSHIP z 4x CHEVRON USA INC. LANDS TRACT1 12,5000 FEET 2.37 MILES NOTES 2 U z N O u 9 2 F7 B 2 EROSION COMM, WBFULL IANGIN RECLAMAROWB® ROM 6CFUSPACE 12410 CULTURALRONELR 21RENA4AVE6400 UPLANDSRCP60L FWTFULLLBAIH 564640 01011CNNIHI OMER CROSSINGS RISC CONSTRUCTION 2 2 C 2 2 N • 3 $"k 22 0EFLECRON ANGLE TABS PI{A 272606RT. PI462.11'23 ST. P1481645072T. AN. 214? 325EttT. ., P148 36'56164.T. b P143 10.66-41.1.T. Pia0000022WA P14116'4656RT. 21-12064E2•RT. AO. N-7331'4136 RT. PI -14 02'07.02 LT. 15.75 tP4r36 RT. N-74 000022 WA PI -77 122221'RT. 21.111 1652971W. Nae 01'2818 RT. 8 PI40 383612 LT. b PI -I1 21.1642 LT. A N22 2812482T. b N23 2r3502 RT. P744 184824 RT. P741 DW0006 RT. 4121-B6 3r3216 RT. 122 LT. WORKING SEE LnU 6.I.L LT. 25 LI cA lip LT. SHARP P1 EVA 82 LT. SO LT. d BOLT. 2 /I. 3 IO LT. ILA 1 SHARP PI EW5 020IL 810E 51114PP PIMA ROAD QVBZ SNARAPl2WS 100 LT.. 60 LT. 26' LT CA 22 RT. -J Ec< W T - a0 G G G G G 0 G G G G G G G gle C _ OG sa lig O TT 21 21 4G EC SHARP 1.1 EVA I W LT. 26 LT. 0L 2248 BP LL WORKING SGE OP0ILBEE BO LT. SPOIL SEE REVERBEWCHNTA C. I SPOIL SECT A BORA 4 26 LT. u— WORKING SIM 2' ITL ®R<. lig A1111 ❑M ❑5 ❑H DQ DOHS 44 HYDRO TEST -6 - REDUCER SWC CATCHER UWID 6ECEIVE6 SE12-80111,0 LEGEND 0152142 ACCESS ROAD 0100NG PIPCUNE .PROPERTT OWNERSHIP LINE EXTRA WORKSPACE/STAGING AREA UNE CONSTRUCTION ROW LINE PERMANENT ROW UNE 2/1PROPOSED PIPELINE — CREEK OR DRAINAGE UNE 1806200N BEND -4-4- OR FIRING • WELL LEGATION • PROPOSED WELL LOCATION 444-. RIVER WEIGHT _! HEAVY WALL SECTION PIG LAUNCHER METER RUH REGULATOR SEPARATOR INDIRECT HEATER COMPRESSOR -10i- PLUG VALVE -(>43- GATE VALVE {y} BALL VALVE i/1- CHECK VALVE +ALVE W/OPERATOR BRASS CAP STONE CORNER A SURVEY CONTROL POINT It) INTERSTATE HWY. I: STATE NWT. Q COUNTY RD. '1 BUT RD. OM.P. MARKER Plc RECEIVER46 BLOW CFF IC SYSTEM SYSTEM CATHODIC TEST LEAD —8 WELD CAP - B- FLANGE *EQUATION STATION ---- BOUNDARY LINE UNIMPROVED ROAD - P- POWER LINE -0- CABLE - 2- TELEPHONE -0- GAS PIPELINE - 0- OIL PIPELINE - X- FENCE Cir G Sr DWG 1600FAB02.1466 \ Per Feblullat DRAM G Lw G G G/ G G G 3667 G G G C N G G 6 G G BILL OF MATERIALS REFERENCE DRAWINGS G REVISIONS G p -G 230.46 FITTIN0-F Williams BAROATR, INC A4 WILLIAMS PRODUCTION FWTCOMPANY ITEM DESCRIPTION SHEET FOOTAGE/COUNT NUMBER DESCRIPTION N0. Uhl Pip .20' 0080218 WTt610121a X.N 12,200 LF DRG-FAB02-14466 CRAWFORD TRAIL GATHERING PIPELINE SECTION DETAILS 8" JUMPER IO EXISTING WFS LINES 0 DATE 5/24/07 DESCRIPTION PRELIMINARY -PLANNING AND PERMIT INFORMATION USE ONLY BY LGB CHK N/A APPR N/A RIFFIN & ASSOCIATES, INC. IIIIIIeeeFFl ��`��`1414WUM t SAUNA &VANN 2 U r P2. • 20' 00=031? WTa Ciro&PPi-11X40 300 LF DRG-DTLXX-14466 CRAWFORD TRAIL GATHERING PIPCUNE CONSTRUCTION AND ENVIRONMENTAL DETAILS 1 7/02/07 ISSUED FOR BID AND PERMIT SLS LGB CSB A N ps Coe1r61FFBEFcb2A{Ie1 12,500 LF 6 Pipe C8MlnO AROMA.TF+TE FcloY MAAR 0LF CP - A THmn1e62461 Elbow 43' 3R Wed Y43 MD. (OMR W1)0I6I1aJNe 9 EA CM/n& Tpl Lad Type A Pipebq Sr OVAL 4A LYMJ112B14116 3 EA 024 C4en64 Teal LAM Type B PAMIR Foy/. Pp*. See ONG1a RT0•JHAW I W 2 EA CPC 040064 Tut LAW Type C Pneipr Npd460awy& IWWO No000414264/186 .3 EA a.-0 0401044 Tut Le.4 Type 0 LYnanITa4Tr8r0N0 No 0R04100448 0 EA CRAWFORD TRAIL GATHERINGPIPELINE 115+00 TO 240+00 8E0 22, 23 & 26, T5$, ROW, GARFIELD COUNTY, COLORADO SCALE, 1" = 400' DATE: 04/16/07 CPE Crm64 Ted Lang Type E Rekrele4 E MA, See MVO 010 AMMAIRS 0 EA JOB NO.: 14461 APPROVED: 1. FIORE DRAWN BY: KRN 08E04E0 BY: Y/RS PLOT SCALE: SHEET2OF8 DWG"ORG-PAS02-!4468 HORIZONTAL STATIONS OWNERSHIP U< CHEVRON USA INC. LANDS TRACT 1 6,821.1 FEET 129MILES OXY USA INC. LANDS TRACT2 4,178.9 FEET 0.79 MILES NOTES CROSSINGS 1 0 EROSION CONTROL WI -FULL IEWIN RECLAMA10I5EED R S1RIClO8 CULTURALMONTOR STREAMS/WEN/OS UPIAIIDNTOPSOIL FWT-PULL 1904004 GEOTECRACAL OTHER CR00040S MISC CONSTRUCTION mei ALIGNMENT z S 8 a N a R 2 A 0 91 9 6 ])'5431' E 8142 DEFLECTION ANGLE TABLE 91.97 0001100 WA 8 418 051527 R,. P1-8010•21.42. RT. 9470 4EP9' LT. R-01 205970 RT. 0-02003127 RT. fl-03070950LT. b R8E23.1537NT. F1415 08.25129.Y. 690.9830193913. PI -07119'371711. P1-913 1r38'27'RT. fl47S IPOO81'LT. 91-100 00.0020 WA bpi -10120492011. b 91.103 22.803rRT. fl-iO3 19.21317RT. bfl-IN 42.2930 LT. pi -106 15232017. P1.100 15131813. F1.10/ 182800 01. 91.103 1519201x7. 3B LT. CA 29 RT. 60 RT. SPOIL SIDE WORKING SCE 100 R<_ 00 RT. 00 RT. Bb M. RRR 109 RT. BP LT. Y 1W11.I BO u � DRIP R INSTAL1AT10N EV98 IB11 LT. WOIHUHG SEE (19 LT. BO LT. SPOIL ME SPOIL BOE ROM) R EWS ROAD PAIR ENS �eaFR 41107 WORKING IEJE MIT. CA 2R RT 091T. DRAIN 80 RT. en Rr. IRP RTm.. -J 4 J LI ao 6 G G G G G G G G r G rvo R a G G—� G LG G G �T6j B i [ i FS..WOeWi0anR0.A9031LO 1 0220-F A3 R [IN 11 a Y50"FR11N0., 1Vg 41 41 MIN f � S G e0 G 1129 Gea G P E3G ed" eat Gm VR s 1e G 6 G G Sm DWG R DR0448s-1482 F0Pa4ddam Oman G G LEGEND EXISTING ACCESS R0A0 EXISTING PIPEUNE :PROPERTY OWNERSHIP UNE EXTRA WORKSPACE/STAGING AREA UNE CONSTRUCTION ROW UNE PERMANENT ROW LINE 91/1. PROPOSED PIPELINE — • • — CREEK OR DRAINAGE UNE pM METER RUN b 217117,11 BEND IBJ REGULATOR ❑5 SEPARATOR El INDIRECT NEATER I] COMPRESSOR D❑ DENT ," HYDRO TEST --D- REDUCER SWC CATCHER UWID RECEIVER Ur -TAPPING - 101- 111.110 VALVE -04- GATE VALVE -1:111- BALL VALVE - CHECK VALVE —D -C7(1-00:0A VALVE W/OPERATOR EWATION ..�n BRASS CAP * $FATION STONE CORNER - BWNDARY UNE SURVEY CONTROL - = UNIMPROVED I0,071:076.A AO POINT 16176 19110 XWY. -p__. WER UNE STATE HWY. COUNTY R0. 0 DLA RD. MA. MARKER • WELL LOCATION • PROPOSED WELL LOCATION +•+•• RIVER WEIGHT WAVY WALL SECTION PIG LAUNCHER p PKI ,t RECEIVER ▪ BLOW OFT CATHODIC SYSTEM CATHODIC UST LEAD WELD CAP FLANGE -C- CABLE - T- TELEPHONE -0- GAS PIPELINE - 0- OIL PIPELINE - 0- FENCE Williams BARGAIN, INC X WILLIAMS PRODUCTION NMTCONPANY BILL OF MATERIALS REFERENCE DRAWINGS REVISIONS ITEM DESCRIPTION SHEET FOOTAGE/COUNT NUMBER DESCRIPTION NO. DATE DESCRIPTION BY CNK APPR J.EASSOCIATES, INC. R. arEpvT Ln PIP- 25 OD a OAP Wry Oran AFFIL X.10 10,740 LF ORG-FAB02-14466 CRAWFORD TRAIL GATHERING PIPELINE SECTION DETAILS 8" JUMPER TO EXISTING WFS UNES 0 5/24/07 PREUMINARY-PLANNING AND PERMIT INFORMATION USE ONLY LGB N/A N/A 2 Lia Pipe -2P 00a0317 WTsande APRART0 260 LF DAG- FAB03-14466 CRAWFORD TRAIL GATHERING PIPEUNE FABRICATION DETAILS UOUID COLLECTOR FOR SUCTION 20" LINE 7/02/07 ISSUED FOR PERMIT AND 81D SLS LGB CSB A Ra CaaerylVAVEF AOykeied 11,000 LF DRG-DTLXX-14466 CRAWFORD TRAIL GATHERING PIPELINE CONSTRUCTION AND ENVIRONMENTAL OETAILS Ra Cowry ARO0. TE RE Fadey Reel 0 LE 'Rimmed FINN (900048' 3R WdY4BSID.1699WDSAK:Nr b 6 EA CPA Ca01o9a Ted teed Type A Rpeaal See OWEI N* dMJ14201-GIST 6 EA CP -8 Cdhdc Taal Lad Type B POdld Fcap, Pae SNRVG Na DR041WW-8193 0 EA CRAWFORD TRAIL GATHERING PIPELINE 240+00 10 550000 SEC 26, 35 & 5 T5 -6S, R97W, GARFIELD COUNTY, COLORADO CP4 CaOebe Ted Lad Type C F0d91 Rpd9o0n048NDYA Na0R041178N189 4 EA SCALE: 1' " 400' DRAWN BY: HRH 09-0 Caeede Sed Lad Type D OnaMTedTep84809G Ns OR3.11421441913 0 EA DATE: 04/18/07 CHECKE0 BY: WRS CPE b11e0e TNI Led Type E Rdes50604020! See CAW NA DPOJ10914118 0 EA JOB No.1 14490 PLOT SCALE: APPROVED: E. FIORE SHEET SOF8 OW01 DR0•PAS09.34488 OXY USA INC. LANDS TRACT2 11,0000 FEET 2.08 MILES A A 01 0 EROSION OONIROL RECW8AT1083® RCN WORKSPACE CULTURAL MOI8104 UPLAND6/70PSOL GEOTEdIICiL OTHEROROSSRA38 W4.ULL LENGTH (FENDING) (PENDING) (FENDING) (PE1DM0) FK9A1LL IE21074 (! 0B10) (PE1040) N 150001180 UG170N HORIZONTAL STATIONS OWNERSHIP (PEI0010) (7(1040) 01 m 8 8 0 0 903'26SI'W 6172 8 a 2 0 623'21'07" E 343 12 A 6 a 01 8 a 4 ; P?2 i a :V ` n beIma MNa 0101010"801 01 R N :, M A dssiii R`E DEFLECTION ANGLE TABLE 9-10B 101082 RI. PI -18100808018A 9.110071 RSM LT. 44•11100r0001, 9.11217/OoRT. 9.11308'0021' RT. 16.114 14.365P RT. 9.115241S80rL1. P611637071PLT. 9.11711'183717. • 2.9.11826'01r11'R1. 9.118 f4508FRT. 9.120 1010369.7. 71.1211i302T•RT. 9.122001017L1. 8.123 14128571.7. 9.12424'0321'17. POPS I70T2SRT. 9.12800421711 b 9.12745'4713 RT. P0528005021'L7. 9.1250000*07VA PI•130172210ET. 9.131000000 WA 9.13211'2366I'LT. 141.133 131225014T. LEGEND EXISTING ACCESS ROAD EXISTING PIPELINE PROPERTY OWNERSHIP LINE -- - - EXTRA WORKSPACE/SIAGING AREA UNE CONSTRUCTION ROW UNE PERMANENT ROW LINE 0/1 PROPOSED PIPELINE — • • — CREEK OR DRAINAGE UNE DRIP 03 INSTALLAT10N 6 ROW X-810 EW5 ROAD X,010 ROM)24N08 SIVA' EMS PAIS MS 5P01L SDE ROAD X.HG 0485 MLT ROAD MHO Erni ROAD *HO SPOIL 810E x • 50 RT. a 00 RT. n ed RI. ;g 1 'L BD 01. x WORKING SCE 0O RT 60 RT. F b HORT. AD N1. MRL. 80'RC- WO820NOBLOE G q,s 3 G G VI G G G C HTTRI0•765 G g QJant '( G G GTd 6 9.121 4.640 16111140 a G G c G G ut 100 -r a bee DWG P DOG .FA607144 Par Frrcellm Emma 78 11 Ia 7BB 60 9.115 Stead 32 0 u�p FITTING -0 I< N 3282 111 BILL OF MATERIALS 0 0 0 0 10.700 LF Trammed FWrp Dbve45' 311Wtl0Y-1 STD. Miff W0887r e Ceema TINT LAIM TVP• B PWMIN Pen0Pp71Ss0810 T3A 0i0.114848186 REFERENCE DRAWINGS DRG - FAROS -14460 DRO-DTLXX-14466 CRAWFORD TRAIL GATHERING PIP UN FABRICATION DETAILS U'U ' COL CTOR FOR SUCTION 20" LINE CRAWFORD TRAIL GATHERING PIPEUNE CONSTRUCTION AND ENVIR'NMENTAL DETAILS REVISIONS I Mj METER RIM ® REGULATOR Q SEPARATOR (N INDIRECT HEATER © COMPRESSOR QO 0EMY r HYDRO TEST $ REDUCER 0.80 CATCHER UOUID RECEIVER SEEP -TAPPING - PLUG 'mum - C.<1- GATE %ALYE - (*)- BALL VALVE �f CPE01 VALVE - 2 VALVE 1 VI/OPERATOR T BRASS CAP STONE CORNER A SURVEY CONTROL PORT a INTERSTATE HWY. ▪ STATE 1110. a COUNTY R0. V BW R0. O M.P. MARKER WELL LOCATION PROPOSED WELL LOCATION RIVER WEIGHT HEAVY WALL SECTION PIG LAUNCHER PHO RECEIVER —0 WILD CAP $ RANGE *EQUATION 02AT1O5 ---- BOUNDARY LINE UNIMPROVED ROAD POWER UNE —0— CABLE — T— TELEPHONE —0— CAS PIPELINE — 0— OIL PIPELINE — X— 1114CE BAROATH, INC %WILLIAMS PRODUCTION RMT COMPANY 4J.q.� RIFFIN 6 ASSOCIATES, INC. iii ��` RC.'SA rna' a ., r CRAWFORD TRAIL GATHERING PIPELINE 350400 70 460400 SEC 4, 9r 16 & 16r T6S, R87W, GARFIELD COUNTY, COLORADO D ATE: 04/10/07 APPROVED: T. FIORE DWG1ORG-PASO4.14466 HORIZONTAL STATIONS OXY USA INC. LANDS TRACT2 8,3524 FEET 1.58 MILES Qw 0. PUCKETT LAND COMPANY LANDS TRACT 3 3,1478 FEET 0.50 MILES a 5 • p a &B4 EROSION 404180. RECUMMTIONREED ROAN WORKSPACE RESTRICTIONS CULTURAL 140Y1101i STNEMISMERAPOS UR.WDNTCPBCE. GEOTECNMCAL OTHER CROSSINGS MISC CONSTRUCTION WB -PULL LENGTH (PENDING) WENDS.G) FNT-FULL LENGTH (PENNING) (PERMED NOTES DEFLECTION MOETARLE .541.134 38.34 M.135 111.22.0P R1. 8.16 Or1258RT. bP1•18744'658 LT. 11.13820'03'31' RT. 8.13020'0391' RT. 11.14005'31'511 R1. 8.14101'31'311 RT. R•14230'0007R1. 6.P1.143 SPOOCOLT 11.144 06'25481111. 11.1{51831'8 RT. 11.14811126811. 8.14120'481286. I48 lr1248 LT. M 8.14500' 104PR6. 8.1600111331•LT. 45.P1.151 24'31WLT. P1.16222.188LT. R•133121S011LT. 11.164 080000 WA b PI.6524.3215LT. 6P1.165 2rlsor RT. b 8.1677 25'08111 RT. 8.155 00.1821' RT. 8-16500.0000 NA 8-1602031'111 RT. 11-161 0011'887. R-15210.028 LT. 8-18312068 LT. 11.154 020616' LT. R-16115228 LT. R-166 06.2331 LT. 2 ROM XNG EWS 80 51 y e6R6. SHARP PO ORIPM ENS INSTALLATIONEW'S eg 6o- m. 'T § H 30 RT. ,. 60: •RT.. ROAD X 46 2 52 RT. ORNHYi EWS SPOIL BOE ROAD X+NC ENS 5HARPPL EWS 5)57218 Pl EWS 60 LT. 20 LT. a iQ eo t 2 s BD RT. WORIIIN05CE BORT. X B0 RT . 2 • W LT. • !BOLT. S RTNY �� Q DRIP* Q . A B0 RT.5 IE0TN1AT0NEWS ya R SHARPP. I.&ROD X-ING EWS BU RT. /7 . s 26 20. 25 111. 50 RT. SPOIL NZ 2B LT. E E atr RT. WORKING BOE -SORT. G G FLL O IT 8.142 44'.68 FITTING -F PI -143 46.62 PITTING -I. 6 See DWGfv40RG+A9Ti1N® 1 g Fw,Ica6 Oebb Xr t R L l g a Agar Ce G 6 G G 6 G 2157 eD 41, L7L7 C e.. DWGBORG-PAW:614433 Lj 9 FVFWIceBmDm / eE e G g 9 lg1 2256 BILL OF MATERIALS MEM 0 0 0 0 0 REFERENCE DRAWINGS I/I Cd8dc TM LSH Type A Rp{b{d Sm OWOHO OR79J74234016 11111113132 UID C!- LECTO- F. SUCTION 20' UNE REVISIONS 0® IIEN©=1= WIEMIEEMSEM --- -_- =11=I -= LEGEND EXISTING ACCESS ROAD EXISTING PIPEUNE PROPERTY OWNERSHIP LINE EXTRA WORKSPACE/STAOING AREA UNE - - -- CONSTRUCTION ROW LINE PERMANENT ROW LINE CIL PROPOSED PIPELINE - • • - CREEK OR DRAINAGE UNC Q MEIER RUN ▪ RFOULATOR ❑S SEPARATOR ❑H INDIRECT HEATER © COMPRESSOR ID DENT F. NYDNO TEST -D- REDUCER SLU0 CATCRER ..0 PIO UDUIO RECEIVER RECEIVER SELF -TAPPING J- P 4' SLOW OFT ..T.L EEE -101- PLUG VALVE CATHODIC SYSTEM -0o- GATE VALVE CATNOOC -DN- BALL VALVE TEST LEAD -lei- CHECK VALVE KU) CAP INDUCION BEND 0) 8111144 • WELL LOCATION • PROPOSED WELL LOCATION .-ft RIVER WEIGHT HEAVY WALL SECTION PO LAUNCHER -al- "NC - I- FLANGE W/OPERATOR EQUATION 4- • PAP * STATION 4- STONE CORNER - BOUNDARY UNE 10 SURVEY CONTROL • = UNIMPROVED POINT RGAo • INTERSTATE HWY. -P- POWER UNE O STATE HWY. -8- CABLE - t- TELEPHONE O 0042513 RD. -0- GAS PIPELINE BLM RD. -0- OIL PIPELINE O M!. MARKER Williams BARGATI4, INC S6 WILLIAM PRODUCTION RYTCOMPANY RIFFIN A ASSOCIATES, INC. iii ��` nacNS.; Wr4 . CRAWFORD TRAIL GATHERING PIPELINE 450700 10 575700 SEC 15, 22 & 23, T65 R87W GARFIELD COUNTY, COLORADO DATE: 04/18/01 APPROVED: T. FORE 0146 ORG.A80614486 HORIZONTAL STATIONS PUCKETT LAND COMPANY LANDS TRACT 3 8,398.8 FEET 1.59 MILES 5 3 55 EROSION CONTROL RECLANATIONS® RCV WOR103PACE RESTRICTIONS CULTURAL MONTOR STREAMS/WENN/6 UPLANDS/MEWL OEOTECNNC/L OTHER CROSSAGS MISC CONSTRUCTION WB -FULL MATH (IEIDR10) (PENDWG) (PENDING) DE5 520) AVT.FULL LBg10 DETD0(0) (PE5DN0) (PEIDNO) (E1DN0) WENDING) NOTES REFLECTION ANGLE TAME M-16114+4+757. 11.1511 W 00TV NA PI.152 10.245Y RT. 8..170 51'23-2l LT. .-111 1r1oorRT. 11.172 Dr24?RT. 91.172 W2627 RT. 8..114 29.25591.1. ..17209.2414RT. 8PI.171 26. ASV RT. P1.177 62'01'03' RT. .•11e 11'S004LT. .-178 00'0007 WA 8.•157 372504 LT. 8PI.12132.25•O LT. 811.152 322604 LT. P1-1131POT17 RT. .•16120•243rRt. P1-155043197•RT. M.155 OVA W ITT. MUD WIPE?. RT. ..158Or12a LT. ORAD W LT_ 50 LT. 24 LT. 26 LT. CA SPOIL SUE CA. 2'!L 29 81. WORKNG 25 RC 24 25' 51. 50 RT. 'p.. R.' RR gp SREVERSE EA yoES 815YOKRN' OFWPNAGEEBSWAP R 0 O ep SORT. RI. Bi RT.a i-124 RT.R1.EVA i RT. S2 RT. LT. en BOLT. €I0 50LT. — 24LT. 29 LT. WOHNN031OE —G O G G 0 6 G G O 4 — G 44 0 iS ;t 2550 24. 2PDI1drye Zy See 0090 F D80.FA90+1408 For PAPAL in DANA $▪ C▪ a 6607. -202 h112 i s BILL OF MATERIALS REFERENCE DRAWINGS Eulinuactunimmr CRAWFORD TRAIL GATHERING PIPEUNE FABRICATION DETAILS 1.1.1.11. COL T.R FOR SUCTION 20" UNE Trimmed MAI Db. 45' 3R WOdYE581D.(0.374 WDSANTIAN III REVISIONS IIIIIIMINININ� _ _— WZEM INNZM mia _— ■ LEGEND EXISTING ACCESS ROAD — — — EXISTING PIPELINE :PROPERTY OWNERSHIP UNE O(18A WORKSPACE/STAGING AREA LINE - CONSTRUCTION ROW UNE PERMANENT ROW UNE C/). PROPOSED PIPELINE — • • — CREEK OR DRAINAGE UNE Q METER RUN • REGULATOR Q SEPARATOR EN INDIRECT HEATER E COMPRESSOR DQ OEHT ." 890R0 TEST —D-- REDUCER -TAP SWG CATCHER UOUID RECEIVER SEE PING -Id- PLUG VALVE -DO- GATE VALVE -EVA- BALL VALVE -I.-I- CHECK VALVE VALVE W/OPERATOR -F BRASS CAP 4- STONE CORNER A SURVEY CONTROL q POINT V INTERSTATE HWY. ▪ STATE HWY. O COUNTY R0. 0 KM RD. M.P. 41005ER -, OR SIR INDUCTIOINNG BEND • WELL LOCATION 46 PROPOSER WELL LOCATION +-•-v. RIVER WEIGHT HEAVY WALL SECTION PIC ▪ LAUNCHER 4> PIG RECEIVER BLOW Orr CATHODIC SYSTEM CATHODIC - TEST LEAD —0 WELD CAP — 6— FLANGE *EQUATION STATION - --- BOUNDARY LINE . = c = UNIMPROVED ROAD — P— POWER UNE -0— CABLE —T— TELEPHONE — 0— CAS PIPELINE — 0— OIL PIPELINE — X— PENCE Williams BARGAIN, INC %WIL MS PRODUCTION MITCOMPANY RIFFIW &ASSOCIATES, INC. ♦♦♦♦♦♦��`��` T11aXdr. iUrEtOP ROLA'SPAINOA 1.1.200I CRAWF'ORD TRAIL GATHERING PIPELINE 575+00 TO 560+00 SEC 23, 25 & 25, TBS, R9TW, GARFIELD COUNTY, COLORADO OATS: 02/50/07 FESI APPROVED: T. FARE SHEET OF9 OWOSDRO.MSO8-14488 Sr HORIZONTAL STATIONS OWNERSHIP PUCKETT LAND COMPANY LANDS TRACT3 3,993.1 FEET 1.14 MILES USA LANDS TRACT4 3,819.9 FEET 0.72 MILES CHEVRON USA INC. LANDS TRACT 2,2699 FEET 043 MILES z 5 1 a WB -PULL LENGTH (PE/4k6O) (PEPE010) (FE783010) 031043.4) PWT49JLL 1863111 (PENON0) (FENDING) (PEN0010) (PENT N51 7 m4ORiB8Yetli011 �@b-�mnR K c S iNdE 4 ' ��� A =' ENR 6 aami �; h + �i �� b -v- popg0 0-I s�: wq � y b 0.N �s �����`����qk t� mob � � �q Lm i L® l8 1■ lE =a lS i L -8 �@ _1 i 1��1 �aR� 11� �a�" hi! ���_ �Ka� � ¢y zaz =ayp = ❑�❑ pp QQ� gg d77 n rr, �n7 o11�� M! a+•1 F F Iq F N F PiE $°`si i�Yst 8°I2E 0 s 8's6 S' sE 8"e:� &dC ItE [E sE Wsa s s 2 It s Ic N 66'6116'E 2013 1,7 8 a S S ▪ E 8 8 y a " 9 9 s s s d a d s IdRo m brh!ki4 2184414$1 _ao ao�p�n'4 tj STA 097+38: CITRAORgNARY TERRA3N CONSTRUyTI 6 7 �m 8100 MLL 402 Eli Flk M"E CONS;AUC.: END STEEPpS�TERRAIN NLL 881 GUI SiCEp 9 , WIN "IssT LT 141. • .« r 4�-PICC- t!i i.„,, i sti{,,,/. .4.4"....---------"- ` • O!y;'4 3L.�ir , 'l. 'SNSt+' �4 37 r�4J 's 'air> >1. ELEEn 50 LT. _-28 LT -817. 150' X 300'EXTRAORDINARY STAGING AREA A TERRAIN CONST EWS 73 EMS • Eo LT. WOIONO SNE 29 LT. EXTRAORDINARY TERRAIN CONST EWS 40 LT. WORKING SIDE 50 LT. SPOIL BOE EXTRA0R01NARY TERMUN CONST EWS -I 390190E 4.,1,1(114", SHAWN -'S f/./.l 609 ' 100 RT. 2R RT. 50 TR. STEEP DECENT ENS 100 RT. 60 LT. 20 LT CA g28 RT. SE 00RT. G050 5 8 SPWOI6ES0+02EWS RT. 2400 e1 BILL OF' MATERIALS maxm O 0 0 mzrm0 mum mma 8 EO OTA REFERENCE DRAWINGS 1 1' N AL REVISIONS L 0EN2ME 0��� INS PROFILE SECTIONS $DETAILS Crneuc TAM LAW Type 0 0nr0TsITm Sea DWG No. CREW 142WY1E0 0®MINIMMEMO --- MINWEER IM DEFLECTION ANGLETAIRE 75.19010 104720 09. fl.101RR 22'141PLT. 11-102701201'40 RT. 7-1P3RR27300WLT. P1-1BIRR04'2755.RT. fl -10577000000 WA 7-1067703'3310 RT. 7-107714 074214'L1. R-10110 03.5212 LT. R-201776 473132 LT. P-20377 1roe Ii•LT. P1.2051111 04.13'2LT. 7-207RR 838440 LT. R-211070 00.04.4P RT. 75.210RR ILT. fl OT -212RR OP 13.411. LT. PI -21034.208L1. P1.210014 41'3327 LT. 7.21806 LT. fl -2207610121 1752 S30LT. 1.1.2 2211.11 00416TLT. P1.224,114 714 1021.42RT. 7.201'6861'RT. R-2 0 0 5 10 2144 LT. 71.20813'21.32 LT. P1.257 025850RT. awns 7.20006.10321.T. P1.210 00.372r RT. P1.211 00%00} WA 7.111170740LT. P1.213 05107 RT. 7•x140r6P2LT. P1.2150021'20LT. fld18013058LT. 7.217061P30RT. F1.21'1741'RT. fld16 1111'840RT. 7.220000000 WA 7.221 11.1047 RT. 71.222716T. 7.2230 IP'1717121411. 7.224 or2800LT. 7.226 000000 WA P1.2211 05.064CRY 71.22711013'48.63T08. 45.71.228RR240011•RT. 7.220RR 120002RT. 71•26167109000LT. fl•2311112 31'2(0LT. 7 b.232RR 31.04071 LT. b7.233RR 221020 Fry LEGEND EXISTING ACCESS ROAD CX15TN0 PIPELINE PROPERTY OWNERSHIP LINE ----- -- EXTRA WORKSPACE/STAGING AREA UNE - CONSTRUCTION ROW LINE PE6YANENT ROW UNE C/1. PROPOSED PIPELINE - • • - CREEK OR DRAINAGE UNE ❑M PETER RUN ® REGULATOR ❑S SEPARATOR El INDIRECT NEATER © COMPRESSOR 0❑ OEN4 HYDRO TEST -� REDUCER SWC 43. 00010 CATCHER RECEIVER SEE-TAPPNO - PLUG VALVE -D*1- GATE VALVE 16064/109G BEND OR 7RIN • WELL LOCATION • PROPOSED WELL LOCATION 4- LAVER WEIGHT HEAYr WALL SECTION PIG *0590900 RIG RECEIVER 3120 OFF CATHODIC CATHO CATHODIC �•3- BALL VALVE TEST LEAD 1/} UIECX VALVE WF10 CAP yALyE -� FIANOE W/OPERATOR .4' BRASS CAP STONE CORNER SURVEY CONTROL POINT e INTERSTATE HWY. ❑ STATE HWM. O COUNTY RD. 0 kg 00. Y.P. MARKER LOUATON 57ATION BOUNDARY LINE ▪ = v UNIMPROVED ROAD - P- POWER UNE - C- CABLE - T- TELEPHONE -0- GAS PIPEUNE - 0- OIL PIPELINE -X- FENCE Williams SAROATH, INC 241VRJ.IAMB PRODUC110N TWT COMPANY R!FF1NS ASSOCIATES, INC. F232 RRWOAN 4r-4uT Rocs 3 0.i CRAWFORD TRAIL GATHERING PIPELINE 660+00 TO 750i-00 SEC 25, 24, 19 & 20, T6S, R97 --96W, O.4RFIELD COUNTY, COLORADO DATE: 04/1//07 APPROVED: T. FORE OWOSORO-PASO7.14466 OWNERSHIP CHEVRON USA INC. LANDS o TRACTS �r3 3,4390 FEET 006 PALES a § PUCKETT LAND COMPANY LANDS TRACTS 1,6830 FEET 0.32 MILES r0 a WILLIAMS PRODUCTION RMT COMPANY LANDS TRACT7 0,4530 FEET 1.03 MILES NOTES N U 0 12 2a = th iddifib alis iii ii l gghll 111 HMI CONSTRUCTION & ENVIRO EROSION COMM WB -FULL LIIK3M REf1AMARC*YS® (PENDP+02 ROY WDRIBPACE 8E8081511MS (PEM)1110) CULTURAL MENTOR (PF8ON0) B1RPAM0IWEILMDe (PEeoHO) UPIANDERCPSOE FWT ULL LENGTH (PE7ON0) OFDTEGNMCAL (FELONG) OTHER CROBBNM (PEM/44C0 1.118C C0581513C0R1N (P220140) (PE2DNG) B p R q 7. I 3 .ti n? t, a tit, R E E m S o S 0 2 B at • ry< Sed RR - wa S 6 Z 0 a 2 512'3&'31' E 34&/ W W W g :ik a k 2 fi d�c0V:,"c C m Fbe 9"8 s f • s s w 11 t a, 6 1 2 0 -6 ; a R e k i" a ria ea`°irrialiei e g 011 oWi .9 AE &0&00& E S S s s E 0 0 2 DEFLECTION ANOLE TABLE 831.23U:R 4327'0381. a 31.235RR 44.31'1331). P .235RR 01.32'59 RT. R•237R8051/512 RT. R-235RR 00'0032FtT. bR-22 R 37'53757LT. R-240RR 10104RT. b R•241RR 31'6610LT. b P1.242RR 504801 RT. P1.241 04151'FM •11.1.242 38.11,04 RT. 15.243 28.05595.1. 91.245 0301131.1. 91.248 53.0/203.N/A. 31.245 14'022710. 31.241 21.1714'LT. b 31.248 23'203481. 1131.2485019@RE. 31.250102937 LT. P1.251000000WA 31-25201.1017 LT. 31-2 0001015/A 31.25154 05'2924' LT. 31-25508'1959 RT. R-258 02.22' RT. 31-2500200001NA 31-2588 01735358T. 31-258134010cr. 15.26014.34'317LT. P1-21111 05.540 LT. 31-2511933025. 92.2541033'YRT. R-2861r41.12•RT. R-3301'5049 RT. P1 -2S803'11.5, LT. P1-25714.029/LT. P1-2611 O0391T RT. P1-270 01.2IYLT. P1-27029161fLT. DA91-27124.504C RT. b 31.27133 23-4r LT. b 31-273 33'14 RT. 31-274 03Y621. LT. i 80 LT. jA W REVE118E £ Fr. � WOIIDNO MD SPOIL SIDESEW3 50 LT. 29 LT. CA 29 RT BOLT ; i. 5012 WORKING SIDE 85011813E 7/ 80 LT. !I 80 LT. h 8017. 3 57 RT. 25' LT. CA 2S RT. 80 LT. WORI055 SIM SPOIL GIDE BOLT. 100 LT. PROPOSED WF8 PGA )MOROSE& ❑ 0 ❑ Bee0W00 R ORGFABO5.14151 Fa F5,1555517505 BILL OF MATERIALS -2 Y1i S4 i E 2� 2E eeSSs� *2081*E¢ R 02 ❑ ❑ ❑ 6 SdLi;0r4 S E 1055T (3(3 (.3 /// 1G PROPOSED WEB PGA 980UDBPA 0 ❑ Soo DW07 DROFABOf.14055 For F.LMo.Ben OMAN G g g 13 13 L7 • REFERENCE DRAWINGS REVISIONS I �' 2D•o 91 I B A ;A/IN /'/1 s8 3E 802 DWO ORGFA807.14 8B Far FabricalenDebis LEGEND EXISTING ACCESS ROAD EXISTING PIPE0NE PROPERTY OWNERSHIP LINE --- '-- EXTRA WORKSPACE/STAGING AREA LINE CONSTRUCTION ROW LINE PERMANENT ROW UNE C/2. PROPOSED PIPELINE - - CREEK OR DRAINAGE UNE INDUCTION BEND OR FITTING • WELL LOCATION PROPOSED WELL LOCATION 5- RIVER WEIGHT - HFAV5 WALL SECTION PIC LAUNCHER I� METER RUN ▪ REGULATOR O SEPARATOR ❑H INDIRECT HEATER © COMPRESSOR IN DENY HYDRO TEST -D- REDOGE8 45- SWG CATCHER LIQUID 8ECEIVE8 ME -TAPPING -202- PLUG VALVE -0o- GATE VALVE -Eel- BALL VALVE -lel- CRACK VALVE VALVE W/OPERATOR + BRASS CAP STONE CORNER p SURVEY CONTROL POINT • INTERSTATE NW. ❑ STATE NWT. O COUNTY R0. V OW RD. O M.P. MARKER yPRECEIVER8D ▪ BLOW OFT C.ATHOISYSTEM D SYSTEM CATHODIC TEST LEAD -I) WELD CAP -1-- FLANGE EOOAITON STATION ---- BOUNDARY LINE -_� UNIM PROVE° ROAD - P- POWER UNE - C- CABLE - 7- TELEPHONE -0- GAS PIPELINE -0- OIL PIPELINE - X- FENCE Williams BARD ATH, INC %WILLWAB PRODUCTION RIR COAIPANY ITEM DESCRIPTION SHEET FOOTAGE/COUNT NUMBER DESCRIPTION N0. DATE 2 Ua Pip. •2 ' 00a0317 WTa Graf ARBX-10 0 LF ORG-FA80S-14466 CRAWFORD TRAIL GATHERING PIPELINE SECTION DETAILS 16" TIE-IN 0 5/24/07 OESCRIPTION PRELIMINARY -PLANNING AND PERMIT INFORMATION USE ONLY 3 Un. Pee .20.OD.0500 WT4ON•IP144.141088 10557 LF ORG-FAB06-14466 CRAWFORD TRAIL GATHERING PIPELINE FABRICATION DETAILS UQUIO COLLECTOR FOR DISCHARGE 20" UNE 1 7/02/07 ISSUED FOR PERMIT AND BID BY LGB SLS CHK N/A LGB APPR N/A CSB LIPjn�F6.7 RIFFIN& ASSOCIATES, INC. i� 4149An.F589202 *00840081 ; INWM A Pip Cee0ry1F41E Raw ROW 10557 LF DRG-FAB07-14466 CRAWFORD TRAIL GATHERING PIPELINE SECTION DETAILS RECEIVER AND E0P FACILITIES 319. C.een1 ARO OA. )FERE F.rby2p5 0LF ORO -VW -14465 CRAWFORD TRAIL GATHERING PIPELINE CONSTRUCTION AND ENVIRONMENTAL DETAILS 1 Trimmed 908n8 DSa, 45' 3R Wdd VDT MD. (LVT W1)SVoe.Egl. Trimmed 510n1 ENS.9T OI WSdY46IND. (OW WO8e9r'N10 11 EA 1 EA CP41 CNada Tal Lad Typo A Rp... See OWG 110 O004142044106 1 EA CPB Calede Ted Lad Type 8 Pedid Fa94,PPeie3ee oy10 Ne p10.1142s4Blei 3 EA CPL CM/lode Tal Lead Type C F00044 Pell e0ai9 Soo DWG Ne D*KLJ11O1G106 14 EA CRA FORLI TRAIL GATHERING PIPELINE 760+00 TO 887+21 SEC20, 29, 28.0 93, TSS, ROW. OARFIELD COUNTY, COLORADO WALE 1' = 400' DATE: 04/14/07 CPD C.Nodo Tal Lad Type° Currorels1 Top Soo IW1014s0ROJ142NB105 0 EA CPE CeMda Tul Lad Typo E Rderec. ENlv0B8DVG No 050J14201.5158 0 EA JOB Ne.1 14461 APPROVED. T. FARE DRAWN 97: KRN CHECKED BY: W8S PLOT SCALE: SHEETS OFB OIV04OROFA608.1445$ ENVIRONMENTAL MITIGATION NCONSTRUCTION ENVIRONMENTAL 0M TAL AND MISCELLANEOUS CODE LE011010xwilOx CATEGORY SHEET COVE EXPLANATION INSTALL WATER NAIW ERE REQUIRED°CCOMING TO THE PROJECT REQUIREMENTS. DRG.144566110.040.11414. 1111 INSTALL TRENCH BREAKERS ACCORDING TO THE PROJECT PEOUIREMEXTS FOAM OR SANDBAG TYPENMOSE/GIING AS DIRECTED 6.0116/1111 REPRESENTATIVE ORG-146.1-5101.006141404109 SILT FENCE INSTALLATION DEG 41011.000.1444.016 SON SORNY NATE ER051011161616 INSTALLATION 016•116.9100.000.446-9101 El EROSION CONTROL/SEDIMENT CWATRE•1 LOGS 610•1440.9107 MAT EROSION CONTROL FARING FOR SLOPES 01161 BE USED AS 010000ED. 000.144$64103 SIR DUST CONTROL DUST OUSTS CONTROL. REQUIREMENTS APPY. SEE PLAN OF DEVELOMENT SAO OTAEANPLMABLE ENVIRONMENTAL VEG TYPE SEED NUM 4400000004 SEED 1.11610 {PENDING. APPLICATION THE BROADCAST SEE00 AMMO IS TO BE USED. SEEBW STIPULATIONS. POF OEVELOMEXT.M0 OTHER PROJECT EYNRONMEBTAL DOCUMENTS FORD... DS THE DRILLING SEEDING METHOD LS TO BE USED. SEE BW STIPULATIONS RAY OF DEVELOPMENT. *10014ER P ROJECT MMTS FOR DETAILS SPECIAL STABILIZATION ITBq PENDING OR NOT REC11.000 RTW PENDING CR NOT RECUR° REQUIREMENTS (104* PENDING OR NOT REQUIRED ROWINORKSPME SMOR SENSITIVE RESOURCEARM M OF THE 0ARRMU REMAINING PETER THE RESTRICTION ON THE RIGHT 1110E OF CENTERIJNE IS PRONDED RM/AMPLE '50.200.'MEANS THAT ONLY10 FEET REMAIN FOR WORKMEN RIGHT OF THE WORNARBALV0 OF 000CINTIRLWEIG UNAFFECTED- SRPOL SENSITIVE 6BOURCE AREA THE YBOTH OF TNE WORK AREA REMAINING AFTER TIN RESTRICTION ON THE R.110 SLOE OF CENTERINE PROODED FOR °MAPLE •SR2OL• MEANS THAT ONLY °FEET °MN FOR WORKMEN LEFT OF THE CENTERLINE. TIEWORKAREARIGHT OF THE CENTERLINE MUIAMFECTED. EXCLUSION FENCING REOURED 040-144110416 TEMPORARY.. PEW/ANENT GATE ORG-1441S-91411 MONITORING RECUR° MTI MONITOR MATH DISTURBANCE CULTURAL MONITORING REQUIRED FOR NIEMEN 016TURSING MIAMES CLEARING GRADING. TRENCHING MONITOR TRENCHING. CULTURAL MONITOR1NO REWIRED FOR TRENCHING ONLY as CLASSIFICATION I1L) PENDING OR NOT RECUIREO 5T0104 TYPE RTW P ENDING OR NOT REMARK. STREW CROSSING METHOD FLIP CREEK OR IRRIGATION DITCH ME CROSSING 005-1445041)4 OCS SMALL CREMOR DRANAGOOPENGUT CROSSING DEO 91 OCR 01611001 STREAM CROSSING GREATER THAN 10 FEET PLAN TIEW PDFIG-1.62•9113 SOD OPEN CUT T D TED TO BE ORVAL THE TSZEOF CONSTRUCTION 0R13.1118.916 ta (TWENVIRONMENTAL DOCUMENTS FOR io BIM STI W uigx5410 OTHER PROJECT REIC REQUIREMENTS FOR FEATHERING, MIRA WORKSPACE SETE°. FROM ROADS/440 OTHER PROCEDURES MAY EE REQUIRED. CLEAR. GRADE NBA) PREY INDICATED 0E0410056CMLL CLEWING NM 0070IN13 METHODS, RVER TO &M STIPULATION SI OMER PROJECT ENVIRONMENT. DOCUMENTS FOR REQUIREMENTS RD W SECTION YOGI FULL WWII TOPSOIL SALVAGE ONCLIAMIS9129 TST ROW SECTION TRENCH &SPOIL AREA 10PGDIL SMIAGE 063.1446.919.4 N O TV SECTION BLADE AMIN TOPSOIL SJOJAME. 000.14.6014.5 SIDE HAL ROW. 60I0116TH III -LEVEL GRADING. 080-114105200 BILASTING RESTRCTIONS BLS BLASTING RESTRICTIONS /PALEST THISNREASHOLAD StASTINGIBE REQUIRED TO EXCAVATE TRENCH WEEDS ITEM SPECIALPOOVGION FORXCAOUS WEED CONTROL AND MITIGATION APPLY FOR THIS LOCPTION. SEEBW STIMULATIONS MID 0.00 PROJECT ENVRONMENTAL DOCUMENTS FOR REQUIREMENTS SIRENS AWLOLIFE 1TIM) AVOID NM°. RITERACINITY THE OATES FOR THE AVOIDANCE MIDOW FCR STREAN OR RIVER CONSTRUCTION MBO AVOID POLDLIFE CRITICAL MTNITY THE OATES FOR THE AVOIDANCE 001x0000 FORMLOLIFE ARE PROVIDED. HUNTING & IRRIGATMI AREA INDICATED TING RESTRICTION OURINGME PER00 LISTED. 5 LINE LOT RESTRICTION INFORMATION AND BERREQUIREMENTS OF THE CONTRACT DOCUMENTS. IRO IRRIGATION RESTRICTODII AREA LANDOWNER SEASONALAND IRONMONTYEELINE 60OTHER PROJECT CONTRACT COC UMSTINFORMATION AND INCISEDCHANNEL CONSTRUCTION SMALL INCISED C14NNEL GROSSING . DRc-14400.001 30 SLOPE REINFORCEMENT RTW °NOM OR NOT REQUIRED OPEN CUT UNCASE0 ROAD SING. 0n0-144010010 ROAD CROSSING BORED - 1.1 D 000•144/36-7203 IRRIGATION CANALS MID DITCHES ELM UTILITIES FPS FOREIGN PIPELINE CROSSING R0 -14b6514 CST CABLE D. 0RG-1448.010 1 PRO INSTALL PROTECTIVS. BULLARD POST TYPE 1 0110.1.180 9197A P. INSTALL PROIECTNE BULLARD POST TYPE, 01.9•14466196 PSI 1NSTALL PROTECTIVE GERSEM BARRIERS IPNE0ASI REINFORCED CONCRETE LINTS). 00.1446.91970 CATHODIC PROTECT .11 CPA 19STALL 01640010 PROTECTION TEST STATION TYPE A PIPETO-SOIL DR0•116.9190 CPO INSTALL CATI10010 PROTECTION TEST STATION TYPES PARALLEL FOREIGN PIPELINE 016/144156-916 CPC INSTALL CATSODIC PROTECTION TEST STATION TYPED FOREIGN CROSSING. DIRG•1441. 01. 01. INSTALL CATHODIC PROTECTION TEST STATION TYPE 0 CURRENT 105114=. D CPE INSTALL CATHODIC PROTECTION TEST STATION TYPE E PERMANENT REFERENCE ELECTRODE DRG.I46-9l05 OTHER PLAN18 FW ISOWNA I.0W MIAS ENE Cr. mm.T6 mom m yam mom. mem, m 1 Ear MA M.nll 0041.1 014 STAM.R. EVEN 4T M .° MI 010SM A. MM. 606.01 Bm[f,4ROM aMA®. 6 P. TEA. IWO FMCS AT 16 MOO SARK ME MT JAT ROI TO PPE INSTMATON IT SZE MAE TO MOLE INROPTIED FUM MUTIONAM MOW COMM MOM. 611. 1+ CONSMUCT 0616.11 MO 61.016 6 MOTOREMICKS ME MESON TO MARE A MM.. 11661/666 6 66 1166 MAIM DRY OZTMON MEMO. ORMAN INTER MO nor non re MN. EROM NO SONENTAMO NO MAY 91.6601 WATER WY if 9•10606 T. SIMM 11 COMTE Van. IN M-STRAII6661. MON MY 1/ POOR TO NMI OEvur7MFO ¢MMasw3. 14 mrm¢rp IS ROM 111616 u iAM ROM aMa AmrAl mrtM RO is "M�i p4 -70I u00IEie 14ilsms¢ lEw43051aA�wwee 101?00 wiwml0000 4900 01014EA 10000 Williams. TYPICAL RUMENEMb 1WRIFFINB /188007411031 INF 7.6 rim g 14/4ELR ST, aunr toe R0CNYROISA MYe]RH 510 nen ar...LE NONE OIW AW 700044 µell4 DATE MOW CODE: FLM CODE: OCC . u T wi ixumm A94WWVZ--1NwMrw aaLs4n emi 0ic 00Aral 0044 mn 1011.1603101wAnurW0461n Dl. w a 0096 COMO. MS MM. SC AMMO 0.11.106 ROM 01 JO CR MANN OM MIN Williams. fE/ :,mM0 EL 3 4JRIFFIN1 A880CG1031 INC. OF 4160 lea 00001431'44 We 82104 Mann= BR0Na 01010-042044724 04m040200 CODE: STB aR.m row to No wen 0411110111 n RAM,. man memo or 'mamma 0066.6 IS A mau - "II,fffl' - Tasty eAaw 0066E MOM. Nam ....1.4".••?.. d fl•IE= RAM. le P+ 14, p YIBBrYY all Ig„gi k'4999 :034 R.,MENIN6 0140 I �,� I as umew.L A) awdm TNsue� PLB�ANAEW ±J T s_ Nf1TF01 w[ mum •Tm t SECTION " Aw Mvw 04l00104416 I MEM 10 COWL° MT RAM 09.6 A„MES111191 72 11061 SIRES NO REFUOM OF 0061 O 661 100 MT IN MUM �i400D4im.G. Ala STREAM TESS a FEET FROM THE TCP I4- 04 7401 000 3130 M AS AND RRA 00 s Alan 600001 0.6306 TEMMES 7. 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Mr OMIFOFTS TO . mime. 1 6/66 6 TRIDO wawa seal ee na sea AS 660601.1. no -Luna sert 1 ami 0ammo macre ME 1 row erre 2 moo Am sa axe Manx mG�iRv mmNro o6rw 24er 00 ma pace s es mum et creme. z.r Roan maraca 'wormer Immo w, o Ram Warm erre am arornota a manes eau ins -tram re war °wee or 4. me wrzetts sea DE sumo, Err comma. mar moo mow un ma MI maw puma rename awn MO INA OF SCUILL wow wr own... or worm wow 74 MWil6ams. Fano.. Im Mit NO1F4: Ra 000E 6066 RIM EE 16 SAE As newton/exam 0 ;nor J. ervc tee ori an milierstap :guff 0„, m row, won ro cooe No boo sew ieBiiMFF/NAAa90CNIE8, INC TYPICAL POLYURETHANE FOAM TRENCH BREAKERS IRlaaame ^EY-wm W ams. , EmsIM mom® ■wB■6��B//RW! Kenna R��,.., .IR A�IEfIA mum ter, e47Erm SCALE Rn1E `4mM'R ��`� BOMB NONE ROCKYRRa3Rv0xn4 0002404023 OW Fa 0/1044e8.11e 1411[0(30, RATE= ROCK SIMIN3107 04 OIN/�RN.1 w DAMP:MO) DAT a0EM97 On) Ann CODE: OCC . u T wi ixumm A94WWVZ--1NwMrw aaLs4n emi 0ic 00Aral 0044 mn 1011.1603101wAnurW0461n Dl. w a 0096 COMO. MS MM. 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FYST,RR2NN RY0aPRIMa41YgN9 ROn4F0em MLLE: MONS ORnxn 000442044042 DATE0&940? t-=F-titrea-eiaindfar CODE: MAT aR.m row to No wen 0411110111 n O• • . • man memo or 'mamma 0066.6 IS A wn�N A_• ont) ate 0066E MOM. Nam ma era No van meawas rr cos Poi lOcloo ram= mance moo ER taaanoilenaapeancep 400314 Wee r aux nem obi ®son Ara 60 le P+ 14, 4• w aY 0.m RRH "� f I` I is ±J T s_ ,BP sr = SECTION " A- �P'PB' NOM MOS. pal-nWA:Mr TRENCH. PROFILE racrila TRENCH PROFIT 0 ir Kin i. mum. fr. Mr OMIFOFTS TO . mime. 1 6/66 6 TRIDO wawa seal ee na sea AS 660601.1. no -Luna sert 1 ami 0ammo macre ME 1 row erre 2 moo Am sa axe Manx mG�iRv mmNro o6rw 24er 00 ma pace s es mum et creme. z.r Roan maraca 'wormer Immo w, o Ram Warm erre am arornota a manes eau ins -tram re war °wee or 4. me wrzetts sea DE sumo, Err comma. mar moo mow un ma MI maw puma rename awn MO INA OF SCUILL wow wr own... or worm wow 74 MWil6ams. Fano.. 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NUSma More im A1Yme6Yca mow awfrcLOaw. mar 610.10 MAO° MIMS or, nu wnaos ural AI OX Am RrtoMAIM ran 40 OMMS eau ws on ro ono pan I MENA 166.6 OP MAR AS E DIM 3101* MI TOM NOA)wa uiaa MEaox EM 0� MOM EW0304 Williams. rtRWWON 8 ASSOCIATES. INC. FYST,RR2NN RY0aPRIMa41YgN9 ROn4F0em MLLE: MONS ORnxn 000442044042 DATE0&940? t-=F-titrea-eiaindfar CODE: MAT CODE: TB NOTES REVISIONS DATE 0080RIP11044 BY CHB APPR 0710091 ISSUED FOR PERMIT, BIO AND CONSTRUCTION LOB 0003 088 4414 ELK SI &nee tee RIFF/NS ASSOCIATES. INC. "CM 47n23 E4 4 oaso CONSFPOCIIONSLJIuONAmVTAL R IH• CRAFRF'ORD SAD GAMERFNO illiams IIPLANRP71.4IN00 FOR 61RGAHATCT iBvRGBLSPRODUCTION EMT COMPANY PABACDOFE CUEOBADO 400E44 BROWN JOB No.: 1400 DRGDTL01.14466 OARF1000 COUNT', Cd,M00 1 1 07 0 norm O• • . • �/ wow OF ontaremT 311011 wn�N A_• ont) ate ma era No van meawas rr cos Poi lOcloo ram= mance moo ER taaanoilenaapeancep 400314 Wee r aux nem obi ®son Ara 60 le P+ TRENCH PROFIT 0 Kin i. mum. fr. Mr OMIFOFTS TO . mime. 1 6/66 6 TRIDO wawa seal ee na sea AS 660601.1. no -Luna sert 1 ami 0ammo macre ME 1 row erre 2 moo Am sa axe Manx mG�iRv mmNro o6rw 24er 00 ma pace s es mum et creme. z.r Roan maraca 'wormer Immo w, o Ram Warm erre am arornota a manes eau ins -tram re war °wee or 4. me wrzetts sea DE sumo, Err comma. mar moo mow un ma MI maw puma rename awn MO INA OF SCUILL wow wr own... or worm wow 74 MWil6ams. Fano.. Y� TYPICAL POLYURETHANE FOAM TRENCH BREAKERS /wB/B��B/w� n mom® RPBE{/ FBflN 8 A890CG 108. INC. R��,.., .IR A�IEfIA `"`A.ATEW nG46 NONE 40ex 830404 MY en RBn4104400 004054000444004002 DAT a0EM97 CODE: TB NOTES REVISIONS DATE 0080RIP11044 BY CHB APPR 0710091 ISSUED FOR PERMIT, BIO AND CONSTRUCTION LOB 0003 088 4414 ELK SI &nee tee RIFF/NS ASSOCIATES. INC. "CM 47n23 E4 4 oaso CONSFPOCIIONSLJIuONAmVTAL R IH• CRAFRF'ORD SAD GAMERFNO illiams IIPLANRP71.4IN00 FOR 61RGAHATCT iBvRGBLSPRODUCTION EMT COMPANY PABACDOFE CUEOBADO 400E44 BROWN JOB No.: 1400 DRGDTL01.14466 OARF1000 COUNT', Cd,M00 1 1 07 0 IWVr1111 II IRSA B/id NOTES: I. SM. EAE OR SWT AMA ROADS YIDS,MILANO. PODIA IAi DNFS ROW .°SNSIA0011 • TE Ww,S°PE N.r-0-EAT EDGE RHB6 ANY OF M ABOE YExIDxD) LOGTI.S NE /0.ACpr TO R.1 -I -1Y M C.C..STRL 5 OR FEY^ s M xEmf0. • AS OP 0100 0Y°TOMPLLS ME COMPANY. 2 SON METRAW SALE SDKEV.IT me RS T N CONTACT NM . CROLND1 BALES SGALLL l0 0119 DED OE I S OF LIS. 9WL BE DE BALE MCN. CELE L OMEN. ('I¢YsM) SATURATED OR CCM. Y ROOD! SOLSAW BALES INTO PLACE PPAI1SACENO TOt NAIERAL DN00.4 CF•IFSMAN SERE OF BALES TO PREYS. .001111.0. CMSTRAWBALES T 0.93E MEOJAM BALE T SDE CONTACT. 5 ANON SAAR BALES SE4MLY N Put NM TAO 000009 ON SOIL REBM SINES GALL Tirt 0p1°RO.0 AA DY. STAAAoi ¢ 12..11. uROLA aE BALES n EIN 101011.0Cr 1E LAT. ENCOMTOWII Williams, TYPICAL STRAW 615E SEDIMENT BARRIER (SHEET 1 OP 2) . RIFFIN & ASSOCIATES, INC. AFa REISIVONS MIR [fJDR'IIWV mos .NNAowN.RwiRN 044 Los OK APR IIID tae 1404ELN2T„ 80)1x202 NOCK SPITING& WY82601 pm? 0524020 SCALE: NONE OW0040091441009009 DATE: 0710691 CODE: STW CODE: WB NOTES: 6, PUCE 5111. BATES 50 MI ME MICE.[ BM 00 NOT NDE CarsrMKINN, f NE.SSMY A FE DM BE CLO°SEEDD SM. II. THE ENNO Cff °BE x�CY0 DAY BE UOED S OO AS BALE BAMina TO NG; OR A ORDCABBlE THE BOW DEO R00 M 51*10 BALE BA RI .. 00 BALES BALES O°F CLO. w %GENGP T GAL G ERI. A ON ww*.Cr It. SCE CLF 7. u TR FOR IfOOWNG ONI ROW-AROAO. INSPECT BALE POST. T ASSURE MAT DC RBIAN CLOS Tag s R ENT AINLG IS °R MME MM° WS FE.. MF BMNER SWEET SIGBY REPLACTIM DAMAGED BALES AND °dl BE E RREvUGEDY /.v0 PLACED MFR9S =oarBSBS REILME°M. NOTAAMCCCM Hi SAWSARRER °RS ALLL BE ROYALS. um. Cr 5111 E:f IDSRAIN°. S. S.. ONTRG STRICTURES Al STREW MO ICTLAND CRomN. SINE BE INSPECTED ORLY M MEAS Cr AMCCONN.miALBPCIF° WOOLY Al RACIc CONSIRucli. AREAS STRUCTURES INE REPAIRED AS 9. STRAW BALE BARE. GALL BE RINGED arty As DIEM. Br MI OAPM, STRAW BALE WF00A2010NAW.T( IR0594G ° PROFILE OREABLE DEMI IROTIS I. A ROOMED OP FANS EMM BUN NAY DE Of muur° AYES ELROE CROW. N MU 2 FERN uusT BE TED N 0 SIR. BALES Williams, BEAN FUST B[ RANG,. TO Mord BEMENT MAPPING CAPACITY, TYPICAL STRAW HALE SEDIMENT BARRIER (SHEET 2OF2) RIFFIN A ASSOCIATES. INC. RATE 01014.0770111 Dor ApR 0507 AtiosopoRpeRorr.0•04 000,01,170...700, ad 1414 Ei0 ST„ EWE 202 ROCK SPRINGS, WY 8201 (800082-5028 SCALE NONE ONO NOR ORG740868107 047x'07/0/07 CODE; STW Bor. BAY. •. M OMMCI 51.1 MOAN AI1 .0107 MIWAIO F CELVANY FCA®PsIMORslA9E O wW•1. OIL DEG AT. .'IDu FE. al MAR RAIS OMPAIIIN 15 D505 • WrWEIOT4 T (14.7.11104910.110 BE LOrtA OM M BMT ALOE •OFLEry4CRODS. NM BD OF WArwAA. ORPACEDSU9LONNae[Cr • PRO.. Mal. MEA NSDE I• TD cum. AM ORD NC. . IRBE.lioUcAMA RITAL D ND F1.411liDT lSMun. utY PERSANCIT TAWSMS TEMPORARY UMW% SxN1 BE NSTML. ABODE STREW. ODMS 5 CM OTN ruatu0101 BY MITE 00011015 A CV AT . AO1pADS� UN 511 PECTIm w i Cf WOOL. MALL II INSTALL. 04 ALL EOM X THE Cf 1.11 1 0 GTO.. AT ELLE. CASE -BY CLQ BASS .ACLS MAY SaJID BOOR F WARRANTED BY CLI LimE MD roam) Al M FaLOWNO gA4Oq SCRAM 4011.1.1.03. ALL TAMS (wiv0TE SATE 9wx ATM. •. 14.5.-M1.1M (NT n• CO a.MRBED RDI DmPA1ER MUGFRER. . ROI °ERGY (004 KaIKO) a -R lM KAanso) PI AN MEWS MERCY 11■�3�� • ^ oiAnw ' =Mr 0.1.5 Cos9PAFER BENI ((AAS RREEORRBI) 1 Ri ! Tna. VIEW PPIIOE L ` i I - ,5 NOTES NO. °RHOADES M NO PEKE.. RON OE ADJACENT TERM. Er I..sREREM. APET S SALMIS AM N GE CRossNo cLEAR NG MO ONAENO DEPTHS STALL BEM SANE AS MICA O FON ADJACENT JAPING LIMBS OMR.. BMC1fD BY ME CO ART. 2 H0 Ri0EENO OR YAMARIENCE O 1ROBLE EOGL. I NMN 100' I ...MEL PLACE VM P0015 100' BAN FRG PR°FACI1 *05NYEx1N DRSEEI0RA�ING REFUEL STATIONARY WA ENI M PER BW SI0RAIroNS ON DING s. VOL SMI. NOT DE VW.. ACROSS ME STREAK .ANNE_ 4. M CONTRACI0 SMALL PRESERVE A5 N01 EGETADOR AS PERMS ILDC SMEAUBIl05 0040 ALLOW. FOR SNE EOJFWpT OPERAIEN, 5. CONTRACTOR SCALL HAVE SLY MICE AND SHUN BALE 001x111 BARER 0A7O0L5 READLY AYAILA. FOR CR MAW GAWPS Y Y G°EWIS .NENT L 0 MIO 111* tl S AD CII.EL Di Oa SwL 41 TPTAALEEDDIRECTED BY ME COYPAHY, RESTORE N 72 HOURS ID P...AM PRE-Cd51RUC1I0x OM PR[ ALIO CONDITION NMO i CONSIRUCMON STMT. A REG.ID AR100010 OR0NAL 100011141 PALO R.N..STABU0E R.N..MTG. VEGAN., F. EROSION CONTROLS.PSMARRED. SM. BALE s'U • v., f ROOF NTD \•EY DSPAmI NMR WATER MA 1- KEY NMRM. BIW FLOW ENERGY DISSIPATER OPTIONS 8114 ME BULL BE SLON oar. Y NR.GFE PLO. WIN DE ORI MEALTIE _ THE OATEN. ORO t WATER BAR T -SECTION DETAIL REDfAYN Abaut 000.1010101 00r.,1.0 AIR 14.55 1. MAMBA. AU BE NSTH.13 ON ME 1. M IW RABM 9WL DE 16' D® A NEAt"EO 10.90 -CF -MY AND DAT ROADS Al LOCATIMS DNB yi TlF1EF Ce0,00cSP6SYSPENIGMWS DE CONSTRUCTION STREAM. STAITO IN THE OLT ;LOX TNN NNOM OF M ROIL 6' NDC .NFRJ5S 0RAII0IGS OR AS MEC. BY COPMY,a. wEN so ammo FIT AGENCY OR DONMEIR. 2 WATOBARS ALL BE CRWITE° M 9101 ON s M. 0. B M NDiPMY N MEC WATER OTFER MEAN ACT ROW.DE B M AN. FFRON M 000000 ROIL =Gum32 ROPE_ ° RIApTEPBMrM S ACROSS THE casmuclro SLOPE A G. TYPICAL OPEN -CUT GROWING NGNFLONWo WREN l0E7N00 7 .ROAOME IA-mI W. ar7 Will s• TYPC.AL WATERBIR(SLOPE BREAKER) (WEE 710f MM FEDERAL 9WU ESPN ��■■ss���BB����ss��N�B Ri.YATY AW. 041ErRIPPOPI DRF PRF APR Lae JRI RIFFIN&ASSOCIATES, INC. 0 7.04 maw weror.1A,IaF L. RR, ear wrE 8CALE.' NOW NW ad AAw 14141EUK Si ANT CM ROCK3FRM10& WY 82901 RIFFIN4 ASSOCIATES, INC. 147401(37„ SUIT E202 ROCK SPRINGS. 11' 82901 ONY1 Na ORO -144869110 L04 M0 COM DATE. 07/06.4)7 (xn3B24028 (30121$24020 DATE 07/0607 UMW( ST., NATE TOP CODE: WB NOTES: 6, PUCE 5111. BATES 50 MI ME MICE.[ BM 00 NOT NDE CarsrMKINN, f NE.SSMY A FE DM BE CLO°SEEDD SM. II. THE ENNO Cff °BE x�CY0 DAY BE UOED S OO AS BALE BAMina TO NG; OR A ORDCABBlE THE BOW DEO R00 M 51*10 BALE BA RI .. 00 BALES BALES O°F CLO. w %GENGP T GAL G ERI. A ON ww*.Cr It. SCE CLF 7. u TR FOR IfOOWNG ONI ROW-AROAO. INSPECT BALE POST. T ASSURE MAT DC RBIAN CLOS Tag s R ENT AINLG IS °R MME MM° WS FE.. MF BMNER SWEET SIGBY REPLACTIM DAMAGED BALES AND °dl BE E RREvUGEDY /.v0 PLACED MFR9S =oarBSBS REILME°M. NOTAAMCCCM Hi SAWSARRER °RS ALLL BE ROYALS. um. Cr 5111 E:f IDSRAIN°. S. S.. ONTRG STRICTURES Al STREW MO ICTLAND CRomN. SINE BE INSPECTED ORLY M MEAS Cr AMCCONN.miALBPCIF° WOOLY Al RACIc CONSIRucli. AREAS STRUCTURES INE REPAIRED AS 9. STRAW BALE BARE. GALL BE RINGED arty As DIEM. Br MI OAPM, STRAW BALE WF00A2010NAW.T( IR0594G ° PROFILE OREABLE DEMI IROTIS I. A ROOMED OP FANS EMM BUN NAY DE Of muur° AYES ELROE CROW. N MU 2 FERN uusT BE TED N 0 SIR. BALES Williams, BEAN FUST B[ RANG,. TO Mord BEMENT MAPPING CAPACITY, TYPICAL STRAW HALE SEDIMENT BARRIER (SHEET 2OF2) RIFFIN A ASSOCIATES. INC. RATE 01014.0770111 Dor ApR 0507 AtiosopoRpeRorr.0•04 000,01,170...700, ad 1414 Ei0 ST„ EWE 202 ROCK SPRINGS, WY 8201 (800082-5028 SCALE NONE ONO NOR ORG740868107 047x'07/0/07 CODE; STW CODE: WB [T.°dMT 1p25TME ,L, MG TO BE PROIED10 G °INCE CR ME BON FELTOC rABRIc L.A. DELOW SIDE VIEW OF 511 TF' FFNI 11 T 5 NOTE' OowyREF A MC4MIIO1aRS MAY5MiBALES AL 0 ROAD • SPNEI XREMANDS 10(0 4000IS AFO PERFORM MO NRRNTIMT SIREANS • ADJACENT MNO1SLIU4 LOCAT...ERE IS ME IYOEor DE O10 ADJACENT IDM RDI. M REWIRED Br COWART. VOL STEC.. A.GPING SIRFAmS CR .11.man MERE B.TER ONE •INNEEN KDARb.R CAHOOT BE NET. • 009 OPECTECE BT ME CAWMSY } IRE sILT FBI. FORCES BE TE AS FENCE 1.1 •FIBROIIADSDS FOR MBICMiHE ¢B1ELME, yuK A WAS W1 10. ORM ADM. FOGG., M FAIN. SHALL EC CLw F FRA OGGIMUS FIORE ROIs •M MOW O ME RUNE SELL NOT OEM •SPICES SHALL ONLY BE WALE Al Pairs AO SHALL “117 I Ian 0 I OYORN M eoM BDs xawEo ro mE Pas.. • ,00SPALL41 POSTOI0 A 000101 IED • POSTS SHALL 000005 10 R. • Y ROCCO STASES CP VARIO9R LEN. T EXTEND A FORGLI Cr TY MTD ME a 04/.. • 7**BwY a. 41 5701000 ON POWS. T PCS. A 11. LME YN IFACNPER OR BAS FOLORY 9ECEN3" Br • A 11.01. 1' OCE AND 6' DEEP, SOIL 0 EXCAVATED ME Ca11OUR M POST GALL BE WEN NM ° 9. 0TIRE FL. FAME. I°NHEY Da GALL BE BAUDMN M. M TRENCH.ISUROG B 0 FENCE • PI Al. 111.EAE M MGM 1S TOO ROCKY FOR N PLACE SMALL BE USED, ROOD (LL t0 ROO ITA Williams. TYPICAL SILT FENCE SEOINENT BARRIER (8HEET1OF2) RUM & ASSOCIATES, INC. REVINOY6 ORIF OET4oPMaW OR, IRT APR MOT PIMA0111.1=1".11•7• 00.10.1.101V LOS INCA 1.0 1414ELNE7., SUM 202 ROCK SPREVO& WY82B01 (00x24021 SCALE' NONE OWO No. OR0-144849109 DATE:000*87 CODE: SF NOTES: a. E _ E ( En.. PCNA. O. RSI DSSPARG O NOT NGM.il CEo NOi DE i RODD M 46' . EDGEGE Cr: ALTA TO rK ROIBEL 110 RATES/11A B. EIL.C.OSS EATER.. Evu BE ofaMED MD u,EROM 9LYL BE RECONSTRuCTED F MG. E N.M. r NE... SIS 9011E KPS AMO %woo REL EO MSI M Maw. IO INTERBAOS lRt IDT CLE ...CD N DILMATD . MGM IDBS FI OW ENERGY DISSIPATER NOTES' •. M OMMCI 51.1 MOAN AI1 .0107 MIWAIO F CELVANY FCA®PsIMORslA9E O wW•1. OIL DEG AT. .'IDu FE. al MAR RAIS OMPAIIIN 15 D505 • WrWEIOT4 T (14.7.11104910.110 BE LOrtA OM M BMT ALOE •OFLEry4CRODS. NM BD OF WArwAA. ORPACEDSU9LONNae[Cr • PRO.. Mal. MEA NSDE I• TD cum. AM ORD NC. . IRBE.lioUcAMA RITAL D ND F1.411liDT lSMun. utY PERSANCIT TAWSMS TEMPORARY UMW% SxN1 BE NSTML. ABODE STREW. ODMS 5 CM OTN ruatu0101 BY MITE 00011015 A CV AT . AO1pADS� UN 511 PECTIm w i Cf WOOL. MALL II INSTALL. 04 ALL EOM X THE Cf 1.11 1 0 GTO.. AT ELLE. CASE -BY CLQ BASS .ACLS MAY SaJID BOOR F WARRANTED BY CLI LimE MD roam) Al M FaLOWNO gA4Oq SCRAM 4011.1.1.03. ALL TAMS (wiv0TE SATE 9wx WN.L.[ E<11f� •. 14.5.-M1.1M (NT n• r v.L ^ oiAnw ' =Mr Milrn0 Tna. VIEW SDl SDE AND WINO. SDE IT MUD. NAY IE REVERSED DEMO. RPM PFEUNC CREW WIND. DMCI°TE 1110:=0 ,5 NOTES NO. °RHOADES M NO PEKE.. RON OE ADJACENT TERM. Er I..sREREM. APET S SALMIS AM N GE CRossNo cLEAR NG MO ONAENO DEPTHS STALL BEM SANE AS MICA O FON ADJACENT JAPING LIMBS OMR.. BMC1fD BY ME CO ART. 2 H0 Ri0EENO OR YAMARIENCE O 1ROBLE EOGL. I NMN 100' I ...MEL PLACE VM P0015 100' BAN FRG PR°FACI1 *05NYEx1N DRSEEI0RA�ING REFUEL STATIONARY WA ENI M PER BW SI0RAIroNS ON DING s. VOL SMI. NOT DE VW.. ACROSS ME STREAK .ANNE_ 4. M CONTRACI0 SMALL PRESERVE A5 N01 EGETADOR AS PERMS ILDC SMEAUBIl05 0040 ALLOW. FOR SNE EOJFWpT OPERAIEN, 5. CONTRACTOR SCALL HAVE SLY MICE AND SHUN BALE 001x111 BARER 0A7O0L5 READLY AYAILA. FOR CR MAW GAWPS Y Y G°EWIS .NENT L 0 MIO 111* tl S AD CII.EL Di Oa SwL 41 TPTAALEEDDIRECTED BY ME COYPAHY, RESTORE N 72 HOURS ID P...AM PRE-Cd51RUC1I0x OM PR[ ALIO CONDITION NMO i CONSIRUCMON STMT. A REG.ID AR100010 OR0NAL 100011141 PALO R.N..STABU0E R.N..MTG. VEGAN., F. EROSION CONTROLS.PSMARRED. TYPICAL CROSSING OF CREEK OR DRAINAGE REDfAYN Abaut 000.1010101 00r.,1.0 AIR Williams. J TYPICAL OPEN -CUT GROWING NGNFLONWo WREN l0E7N00 7 .ROAOME IA-mI W. ar7 REYIBGN/ IFJDDPPoN PA.. 0 5TATZ 1)405 5 11400014 007 0O5 0 5.014005 AHD D MM FEDERAL 9WU ESPN ERZ 0.0 .SDE DE MON. 0 prom Rai ,NOR. mRNwNM Lae � Williams. TYPICAL WATERBAR(SLOPE MEANER) (SHEET20F2) SCALE NONE wrE AYNBAWB INaOVrtlAI NW ad AAw 14141EUK Si ANT CM ROCK3FRM10& WY 82901 RIFFIN4 ASSOCIATES, INC. ° moo fro poerr,`Rmanaecn°' L04 M0 COM DATE. 07/06.4)7 (xn3B24028 04TE'07H1N7 UMW( ST., NATE TOP SCALE NONE ROCK SPRINGS, WY 82001 ONO Na ORO -144669111 (80778024028 0 047E474007 CODE: WB [T.°dMT 1p25TME ,L, MG TO BE PROIED10 G °INCE CR ME BON FELTOC rABRIc L.A. DELOW SIDE VIEW OF 511 TF' FFNI 11 T 5 NOTE' OowyREF A MC4MIIO1aRS MAY5MiBALES AL 0 ROAD • SPNEI XREMANDS 10(0 4000IS AFO PERFORM MO NRRNTIMT SIREANS • ADJACENT MNO1SLIU4 LOCAT...ERE IS ME IYOEor DE O10 ADJACENT IDM RDI. M REWIRED Br COWART. VOL STEC.. A.GPING SIRFAmS CR .11.man MERE B.TER ONE •INNEEN KDARb.R CAHOOT BE NET. • 009 OPECTECE BT ME CAWMSY } IRE sILT FBI. FORCES BE TE AS FENCE 1.1 •FIBROIIADSDS FOR MBICMiHE ¢B1ELME, yuK A WAS W1 10. ORM ADM. FOGG., M FAIN. SHALL EC CLw F FRA OGGIMUS FIORE ROIs •M MOW O ME RUNE SELL NOT OEM •SPICES SHALL ONLY BE WALE Al Pairs AO SHALL “117 I Ian 0 I OYORN M eoM BDs xawEo ro mE Pas.. • ,00SPALL41 POSTOI0 A 000101 IED • POSTS SHALL 000005 10 R. • Y ROCCO STASES CP VARIO9R LEN. T EXTEND A FORGLI Cr TY MTD ME a 04/.. • 7**BwY a. 41 5701000 ON POWS. T PCS. A 11. LME YN IFACNPER OR BAS FOLORY 9ECEN3" Br • A 11.01. 1' OCE AND 6' DEEP, SOIL 0 EXCAVATED ME Ca11OUR M POST GALL BE WEN NM ° 9. 0TIRE FL. FAME. I°NHEY Da GALL BE BAUDMN M. M TRENCH.ISUROG B 0 FENCE • PI Al. 111.EAE M MGM 1S TOO ROCKY FOR N PLACE SMALL BE USED, ROOD (LL t0 ROO ITA Williams. TYPICAL SILT FENCE SEOINENT BARRIER (8HEET1OF2) RUM & ASSOCIATES, INC. REVINOY6 ORIF OET4oPMaW OR, IRT APR MOT PIMA0111.1=1".11•7• 00.10.1.101V LOS INCA 1.0 1414ELNE7., SUM 202 ROCK SPREVO& WY82B01 (00x24021 SCALE' NONE OWO No. OR0-144849109 DATE:000*87 CODE: SF CODE: SCD NOTES. • AT TE)t[5 PLACID AT M ON 0 A SLOPE BH0L BE SV Al LEAST 0' DOM WID.T MOW M TOE I M SAPS (MERE PoSSaS) N ODOR TO INCREASE POKING. • ME HIES N PLACED O 10 C.O. ANY smuwrs A°T0�0.F5ND/at v W�Ow vW .M B. a • Wal M REOMESI Cr M MUP/M'_ 90A RICE SIR. BALES OR TALC MESH GRA.. GAD DI C0 .P0lgl NM DE ELT FENCE f ORE .[54 ON SN. FENCE ARE USED, M MRE Sufi S Amoco T 0(ME sows .00 NQ TLS OR MOM DUTY STAPLES IRON T NsTABAMON I M FABNG MWAR TOP GR °FENCE Sou °E TOWED" ALTO M MEN. AT LOST 2. AID CtRM UP ME POSTS TO M •DFA .CE OR A *0 MEF 000 ROE* 100 na TFOES SO NT ADJACENT 3r FENCETE SMALL 41 LSO 71770 THE MD AT 045 I ME YTAMNMY Ai MFF] NIA E RC MICE 6° 10. CLOS SMWL 10 Notre GAP NAT015 M 11010 n os es M SAYE AS ME OIL. FRAC ON BMSA SDE OF ME OA. g,IFFNCES S1ML . OEOSD AM YAW,..ON A KOMAR RAFTS M OEPM OF M P 00.01 CR. M SIDNdI T MALL S RGO) OD PLA IN AN AIAEAA WERE IT SKALAPRE Amis. imeeismoo. mow•000cood E. 5.1.41L wo°R°Roo. M SLiRFDWiDPOtt. 51PCUOROO ON A WATERWAY, 5 XI FENCE SCALL BE 0510x0 DAY AS C.C. By MC COIFANY., EROS. coma. SMMCMES Al STREAM AND PERM. CROSSING 9011 EC INSPECTED ONLY H MUS O ACTIVE COWIRICT04. max.. AIL BE NI[CIFD NEWLY AT •IAMME CONSTGClOx MEAS SMMCRNES PROFILE NTS DRIVEABLE BERM NOTES: °D°0 For 2. QCS9A3 N AG Or SILT TEN.. ID ACROSS .2. BERW WAST BE KO NT SLT FENCE Williams, SWON. Nu.EE°To [AS . LFE TYPICAL SILT FENCE SEDIMENT HARRIER (SHEETS OP 2) . RIFFINA ASSOCIATES, INC. DAVE 4490. ocsostroors D0Af74101110PORID areF La PAY APR INV 1414 ELK ST, 01770202 ROW 0PR0K1R WY 82001 (077x24028 SCALE: ROVE O NRT No. ORO -1 4204-9100 DATE 04001 CODE: SF Tor OF BAG (i0CEsson) 9wx m 15 1 (NT n• r v.L ^ oiAnw ' =Mr PLAN Tna. VIEW SDl SDE AND WINO. SDE IT MUD. NAY IE REVERSED DEMO. RPM PFEUNC CREW WIND. DMCI°TE ,5 NOTES NO. °RHOADES M NO PEKE.. RON OE ADJACENT TERM. Er I..sREREM. APET S SALMIS AM N GE CRossNo cLEAR NG MO ONAENO DEPTHS STALL BEM SANE AS MICA O FON ADJACENT JAPING LIMBS OMR.. BMC1fD BY ME CO ART. 2 H0 Ri0EENO OR YAMARIENCE O 1ROBLE EOGL. I NMN 100' I ...MEL PLACE VM P0015 100' BAN FRG PR°FACI1 *05NYEx1N DRSEEI0RA�ING REFUEL STATIONARY WA ENI M PER BW SI0RAIroNS ON DING s. VOL SMI. NOT DE VW.. ACROSS ME STREAK .ANNE_ 4. M CONTRACI0 SMALL PRESERVE A5 N01 EGETADOR AS PERMS ILDC SMEAUBIl05 0040 ALLOW. FOR SNE EOJFWpT OPERAIEN, 5. CONTRACTOR SCALL HAVE SLY MICE AND SHUN BALE 001x111 BARER 0A7O0L5 READLY AYAILA. FOR CR MAW GAWPS Y Y G°EWIS .NENT L 0 MIO 111* tl S AD CII.EL Di Oa SwL 41 TPTAALEEDDIRECTED BY ME COYPAHY, RESTORE N 72 HOURS ID P...AM PRE-Cd51RUC1I0x OM PR[ ALIO CONDITION NMO i CONSIRUCMON STMT. A REG.ID AR100010 OR0NAL 100011141 PALO R.N..STABU0E R.N..MTG. VEGAN., F. EROSION CONTROLS.PSMARRED. TYPICAL CROSSING OF CREEK OR DRAINAGE REDfAYN Abaut 000.1010101 00r.,1.0 AIR Williams. J TYPICAL OPEN -CUT GROWING NGNFLONWo WREN l0E7N00 7 .ROAOME IA-mI W. ar7 REYIBGN/ IFJDDPPoN 040, m RIFFIN a ASSOCIATES, INC. 0 prom Rai ,NOR. mRNwNM Lae � SCALE NONE SCALE NONE ROICKSPMNG4 WY82E01 DWG No. 0RG 44099/06 14141EUK Si ANT CM ROCK3FRM10& WY 82901 ONG Na 00.044804990 (00312400 DATE. 07/06.4)7 (xn3B24028 04TE'07H1N7 CODE: SCD NOTES. • AT TE)t[5 PLACID AT M ON 0 A SLOPE BH0L BE SV Al LEAST 0' DOM WID.T MOW M TOE I M SAPS (MERE PoSSaS) N ODOR TO INCREASE POKING. • ME HIES N PLACED O 10 C.O. ANY smuwrs A°T0�0.F5ND/at v W�Ow vW .M B. a • Wal M REOMESI Cr M MUP/M'_ 90A RICE SIR. BALES OR TALC MESH GRA.. GAD DI C0 .P0lgl NM DE ELT FENCE f ORE .[54 ON SN. FENCE ARE USED, M MRE Sufi S Amoco T 0(ME sows .00 NQ TLS OR MOM DUTY STAPLES IRON T NsTABAMON I M FABNG MWAR TOP GR °FENCE Sou °E TOWED" ALTO M MEN. AT LOST 2. AID CtRM UP ME POSTS TO M •DFA .CE OR A *0 MEF 000 ROE* 100 na TFOES SO NT ADJACENT 3r FENCETE SMALL 41 LSO 71770 THE MD AT 045 I ME YTAMNMY Ai MFF] NIA E RC MICE 6° 10. CLOS SMWL 10 Notre GAP NAT015 M 11010 n os es M SAYE AS ME OIL. FRAC ON BMSA SDE OF ME OA. g,IFFNCES S1ML . OEOSD AM YAW,..ON A KOMAR RAFTS M OEPM OF M P 00.01 CR. M SIDNdI T MALL S RGO) OD PLA IN AN AIAEAA WERE IT SKALAPRE Amis. imeeismoo. mow•000cood E. 5.1.41L wo°R°Roo. M SLiRFDWiDPOtt. 51PCUOROO ON A WATERWAY, 5 XI FENCE SCALL BE 0510x0 DAY AS C.C. By MC COIFANY., EROS. coma. SMMCMES Al STREAM AND PERM. CROSSING 9011 EC INSPECTED ONLY H MUS O ACTIVE COWIRICT04. max.. AIL BE NI[CIFD NEWLY AT •IAMME CONSTGClOx MEAS SMMCRNES PROFILE NTS DRIVEABLE BERM NOTES: °D°0 For 2. QCS9A3 N AG Or SILT TEN.. ID ACROSS .2. BERW WAST BE KO NT SLT FENCE Williams, SWON. Nu.EE°To [AS . LFE TYPICAL SILT FENCE SEDIMENT HARRIER (SHEETS OP 2) . RIFFINA ASSOCIATES, INC. DAVE 4490. ocsostroors D0Af74101110PORID areF La PAY APR INV 1414 ELK ST, 01770202 ROW 0PR0K1R WY 82001 (077x24028 SCALE: ROVE O NRT No. ORO -1 4204-9100 DATE 04001 CODE: SF CODE: OCS NOTES REVISIONS NO. DATE DESCRIPTION BY CHK APPR 11141LK 3T, SUM 202 rEPRIFFiN & ASSOCIATES, INC. "CM SPRWG& 0'84101 (077 9624028 07111007 ISSUED FOR PERMIT, BID & CONSTRUCTION RMR LOB CSB Williams CONS I R UCITON & ENVIRONMENTAL DETAILS 23' CRT WFORD TRAIL GATHERING PIPELINE PROJECT FOR0ARGAITL LNC %NI LIAMSPRODUCTION RAFT (COMPANY PARAOWTE, COLORADO SCALE: A8 BROWN JOB No.:14468 EIARFIELD COUNTY, COLORADO DRGDTT02.14466 20F0 Tor OF BAG NATURAL CRAMI N m 15 1 r v.L PRIMED PL 70100 roam SAG ANO CREST OVERREAD: USING CLLR HELD SMOG REMIT PROF!' F UNLESS PIPELDE dL0a4020 IOP m015RIN. DATA SWI KEE 70750 7111x1.4 DR DOUCTIUC MOSS 1O BE IAED FOR 0401100 CRISSMGS, SEE KITE I. CTIPICRL NTH SIDED. NOTES' 1 I. PMIO BE STIIGMFM A E'NNw OMNRLI PORIBEYOD OO K FARM NJ1E Lf,SSIKD AT ROO AINDLS T ORM ON ONLVN. 2 TCP OF MOE T BEtWlMNED } R. DELON wAroscouRIE M. T BE OBSMVCTED ° DLR. 01...E Coxsmucno0 I000nots C. AT 0,01 CIRCEICS OR ORA. NOT EMMA. A 00,11 0 31-1.. CONTR.. MAT IINA000Aero TAY UNBENT PPE T DELT ME REGRE0 00.5 COVER. Willia s . TYPICAL CROSSING OF CREEK OR DRAINAGE REDfAYN Abaut 000.1010101 00r.,1.0 AIR RIFFINA ASSOCIATES, INC. 7 .ROAOME IA-mI EIlf& 1414ELNET, SLY7E201 SCALE NONE ROICKSPMNG4 WY82E01 DWG No. 0RG 44099/06 (00312400 DATE. 07/06.4)7 CODE: OCS NOTES REVISIONS NO. DATE DESCRIPTION BY CHK APPR 11141LK 3T, SUM 202 rEPRIFFiN & ASSOCIATES, INC. "CM SPRWG& 0'84101 (077 9624028 07111007 ISSUED FOR PERMIT, BID & CONSTRUCTION RMR LOB CSB Williams CONS I R UCITON & ENVIRONMENTAL DETAILS 23' CRT WFORD TRAIL GATHERING PIPELINE PROJECT FOR0ARGAITL LNC %NI LIAMSPRODUCTION RAFT (COMPANY PARAOWTE, COLORADO SCALE: A8 BROWN JOB No.:14468 EIARFIELD COUNTY, COLORADO DRGDTT02.14466 20F0 MOS UP CM Da PlAIT. MU. Mil VIDA Ian MID OW.ra TEI EDI IF Da RATL MEL KUJAD Pat KV DPI •ECOMIlna LW/ a Oar VT GPM II RIIIIARD PML fPF 1 PLATE. FILL CIRCLL VOA 000 APO MM. EP Ma Er EKI PLATE. 1101.1. 401 POST STEEL MS. Mt KV 1•01.11010 POE METTOI IC./ REMCDT030 PPE ran tnite MS WM SUES Dar Ln. m CB STEEL ROO 14 REV& MITER MO Mg TAM NOS ION MES PROTiCTYE BARRIER ME Z Williams. E0A. 1904.04 AM an CIP031II MI PEP • lir V101 WON, storeoc a neat MW.LL DETAIL BULLARD mort0TIVE BUNION I(I OEN .RNFlNBASSOCIATES. INC. Dar air In R1 1114 ELN BT.. 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Williams. // �I F,PICAL TEMPORARY CROSSING RAMP OYER EOSNAO PUNCHES s moss 0600 xo04201uua,u e bRLF �FNFINAA880CNIEN, INC.I M1201244211 0.47r0410307 00 A. e > IaKLM.IOMBN sate 00130E ROCK 30Rg#24 Wf82001 0110 NR OAG044184I00 (347076313406 0470'07o0407 le a a PROIPC1IW BARRIER 11PF 1015 Mors canon serve Ne PRP ,1M-aNe M NNW M Map® AT ara-n moa AMMO W. 114 PLia mat TM I. a mm, Pam me mum um alms cW rn04na ra 5044 somas Ow i. Williams. TYPICAL NEIN,. MILAN, PROTECTIVE BARRIERS R Of 2) allgRCM& ASSOCIATED, INC. 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LADS. 2198 LA0 T 0 7AORCIIK .1044 Ma SRALL NOT ECEECI LAT v®x u 000 reit APE QUINN On ATO STRONGER koaleNTS. DECREASED NOS MOWS A203 BEANO snot VANN lure 0 NOLITRE3 Ma LONA pin was Ln noon Williams. ( J/ TYPICAL YINPOR.ARYPIPE EDMDDONSTRUCROM B(RGWM ���{/�� a . smmsaramemnv la pgNA agfRIFFINVI ASSOCNTES. INC. ., 0NMI141NATE20E 000C NOW OCY New0A We MN MOIR.= DIV 0a0n14M23124 07.040E NOTES REVISIONS NO. DATE DEBORIP10N BY CNN APPR 07/11/07 ISSUED FOR PERMIT. BID BOONST UClION RMS LBB GIB 4FRIFFIN d ASSOCIATES, INC. ROC',wn D"ea°'s kW CNN OONS1NUCTIONI GWIIONAOINTAL DETAILS WH��%_r/H�_ W CEART'ORD 7840. GATHERING FORRARG4mIINC FIFELINP PRODUCTION %RTILLI6 PMPANY ON ANT COMPANY PAMAC'NIDB COLORADO BWL ISCHOMI JOB So.: 444134 DHG'DTL07-14466 OMFlND COUNTY. LG0PID0 1 3004 /rib 11�I= iueam z use aLwwm cr en ocrexe�aIra A lor *NOES Cc me= sou meNT vuer monee k6 en TN ONLE al SAO aot TToT wIMma sou To aeon or encu a"N d Pia I Williams. MICA PIPELINE C.4&IPPO'E LOWS OP SA/IMAM M POLYURETHANE FOAM on M avasru ae bM UA WRNFIN•ASSOCIATED, INC WIN =CZ ACNE 1414in, SUITE 202 Roof MmpW, lwmr 0600 xo04201uua,u M1201244211 0.47r0410307 NOTES REVISIONS NO. DATE DEBORIP10N BY CNN APPR 07/11/07 ISSUED FOR PERMIT. BID BOONST UClION RMS LBB GIB 4FRIFFIN d ASSOCIATES, INC. ROC',wn D"ea°'s kW CNN OONS1NUCTIONI GWIIONAOINTAL DETAILS WH��%_r/H�_ W CEART'ORD 7840. GATHERING FORRARG4mIINC FIFELINP PRODUCTION %RTILLI6 PMPANY ON ANT COMPANY PAMAC'NIDB COLORADO BWL ISCHOMI JOB So.: 444134 DHG'DTL07-14466 OMFlND COUNTY. LG0PID0 1 3004 707 xiMOM WWI RIRIE IBM Wald PPMNID FOAL 1104 PNEL WSW FIRE WO MC MAE GOMM -1 F PLIMIC NW COMM Car AIM EMMEN WARM 11109.• *Y r me IMMO 01444•404 NOM PER MOS MC IIII��III111 W 020 iJ 570. PPE CADIWEELOGIECMITILID.JAILBFE CADEELILIBEREICDONS. wa In -GE :a ariaa SW x.y ]ECT STATIN Arens IFATWII xu 00TCP MIME WOMENTM4 MEM ICOMMA TO PROM NO KUM /1371111•4 4010)10 WET 5TAION Ca.11.3•171. NO POST Forlat 0•0044. CADMO ma CADIOD RAMC OMR OPS APO MAIM SEILDIT. 010140 IRWIN° 0.1‘ COM IQ MAMMA TAPE EPOLCI REM 10414 CR ntleCED CCIPOIMOJC10 CI MI ARC 8714 x° ale* DAM ON MI CODOURAM ALL MT LEA s Tr 07 EOLMENT N DOE a DAM HAM BE looms o 30 LPPAo04/C40w°MI MA "'"O"S. SLOW IEST 010 UREA MI IC AMON f105012 SPLICES MN MANED SEM 1.64 SCOMMATPIM SPLICE AM 110XL 71-14. 112-A PM MO OR CR (011x000ngemL wim wows cam °VOmni ° 0/4/ COLD mala pmv 1402,741.0=10=41/7 SE 000./01 NAL u 500 MOM 0400¢ 041 sum RY WIC uv uoIRAK ;tits= ari 7 1M PAM 114114411E 1544.4 sa nee a amen a�n 00 00 LOP Mt 01.019060® MA W LOOM 000f 11.0104 BA071.4 MC 00•4701. ATTA01 TS TEAM. MI NC S11.07 MESS *TO POET 111 LAY IM Ion LOOSE 44.404 WE MO MCI POST BOT701 LIR PPE a TO 14101401DICE WARE SAWN. IHIC ror m: nor • TEST STAT.{ ro PORT INSTALATCN Williams. 41FRIFFINS ASSOCIATES. INC. CAMOINCIROR00TONJEST0AIAW IYPELWYMUFAIKW. 040049001 *057 RpIALLAMIN ES /107000 /0.,00114000. 0040E' x004 M%WOMMA1 WIMP, ow°x01 N44000100 (10/0000 041E 00750,07 CODE: CPA, CPB, CPC, CPD & CPE CODE: RD2 CROSS SF4NM' OF BIIRIFO CARL RQ,y. ORO 7 .m 0010)... No P4000 10010 *Ha FE MIMEO (411 M LEXMI TIE Fla 005051 000 MOE T. Williams. s. 1177CAL LIMED CV{EL%YIBBINO RIFFlN 1.880004148, INC. 011500 T---NIggfErattlffr ROCK !PRIMA 111001 110/055µ/0l SCALP NONE OR0Nw000014 0H185 MIT0405A? CODE: CBL M 12000 X 0040.00 $ 5 xan*M IAOno 54 QSg & B 54 . �, ', 610002.0044E DETAIL r 0.0911` ass I. DEMOS. 1500/521141(^.4404') las 04x100 1xm0um al 0.002 u Opux 04 OTE x10401) META 0w411.0 x M pPE0121 01 UMW/MOOD PORI 0200140 04 AS RIMIER n ME memoir& •134(7011. 1 [ROME Malt�IF%�p1RE No o 988140 men MADE es me mem 151 DRAW. e 9m a 0040 p °40000 6 Pan O OSURE 0 *20416 4�Ewi0n 00/011 A 5411AND 14/004C55 0' �_°CODE 7 usfie 550 �00W1P0. 0If AND EMM xa ACETATE. N61Z m0*0 00000 111011. menet PRCOUOIS MAT fLM WM STRAW LOSS 6Y 2245E *0Wp11010X4 NER4Y pA 1 0 ORMEO ANIMA Ox siva M11115 BY CALMER MAW *05 BY THE 4. WERE 009NATED FOR MIALLA71014 04 14E AIJOGENT SHEETS. 01 Et NIP 01 TA' 54000050409010011104/9:0•00409010011104/9:0•011.00409010011104/9:0•011.00 SHALL PETAPETALLED AT TE 7OLL0W/0 SPAOL4p isn am, Pwul0 0442) n' R00CURD a , r .... /: .. At NAPS n 0 IflarmIMIIII=Se ® o SEE HOE la 3 PROFILE TortsNOT TO SCALE 1. moss., smALL ENE 00STFAKTED pt. *mamma 11111 702.00119 a 00111/104•10*001 M COINER . oi1GMN5 AW VM MINT M 4012 2. BENDS S4AIL MT BE pawn= NMI INE liOAD FLOM. 1 wen JO5T LOOM M00170 u0 m WYE MOW Y 1141 MIS A. Mx0cnas x ML POO °t =saw aroma. .(41.D.OCIMENCENIOF .�mno*nm0 TO 040000051x0 AO.. a 000450048 x20 0901 m 0. CHE-LASE WM MALL 7 10/44.111M D4.100 INSTALIMICH. 150141/10 COG AM ICAMONOS MEI BE T. 00MY7 4141E ..P. DE ........°B. 240 FAR DRAM PPE x11045 RWIYO X 035Ytt C GEODE 570 404 NCO is PMO AwPRODUCT-NATURAL mi 20 ma m X Oxa.T .Oa ME 00/11 14841) .5 FM MOP 1410 Ta APPLICATOR 'SO WILEADON 11001.14 TEST R. P90. 0.68 00990°. Ano18.10. X GRADEa•00401 ®a 200 MPM - as FEET *SO4 90. n R. 0Cr: 601 *m LPW -11000 L „S.6 IL PPE WILL MANE 9�N APPLIED man (FIE) mTNP enemy /APRONS) 811104 SUMO Val BWM 5100 &MCAT PIMA ITH /00440 mu 1000 sae PIPE COATIM ` 1111110411 MM.) mos m Ern NU 31.4704 AS MEM 01 /00.504 Williams. .14 0040500 no f0 wows AZ IMO PROFlIF nAnima sent rot tm, 00*LOOT' NOT TO SCALE MEI I. CROSSING SHALL BE COICIRLICTED DE CONTROUNO 07110, ea _ M 4Eaums 440 *m Pm0 a 11000 I 95NLWPOSHCS O1 NOT E MOOTED 11TH TIC �Ig Pi. ¢Pd1 *9 6 %EL°9 airs Are 0000010x0 x M A MOOS). 0]OMLT* 10 NOTIFY PO W IOA0 AGENCY a 701PAm 40 WARS PRIOR 00 C011040007 OF EISTA11•11014. 5. PRIME TO BE METALLED ] ME WHIM EMO ND 00Y1h0 ARMS VIM ROADMAY O V6N Ps RESTORED ACA V 9 m P0111 *0.0000111 4 ALL I2Y 1x5050 MNL num RNE 0101401451NLAD0E 940150 MES NO 10540144 MYL BE LED x9WL 7.PIST0Y UADOOR MEE1 E 001 ED AMMO 0605 NE PR �*Ig405E119 AMMO x204 .>OOYPI 0 ............ 0 2901 re 740 P 9 tome m 0 °000'e1 0 0455 204/040 roe 4.61418 0PSG w0KVONANO 1ie1*0a' 50� n 2 CRAM uMAW01WO 1480 PSC 40P0EA104. ( FM. KR.Cn .2901 CROPm- °0 *EP. 04594 1ISM4C00M DIMO Wllll ../ TYPICAL BORED CROSSING OF ROAD BY :INCASED PIPELINE ttb4P 00 Mt 0. PVC St HAVE SLAY EPDXY (FIX)COMP.6 W _Williams.„G !J/ 10 0[00® 20 IOWA"401) Amato NAMAMW MAIE0NLL USED 2 SMALL USED MTH � MEI. �Am ER)IteiART RNTN/EAS90CNTES.INC Mit xwi ANNA 130104 15000 MLiLN a00052409E1OEA 000MORM400000.1x0MacPmt=NEM0 O1 WALE NM( ^NaryElea Scut NONE MN ELNT.80Ra0A *00100LWIWIS191* MIWk. LM0441EE0N 0.)0/0.4001 4M16ESE Jenne: N%N'WO OMSNpp O5n E107)1•24091 We Meer 007)5e140285u14028 ME Mein CODE: RD2 CROSS SF4NM' OF BIIRIFO CARL RQ,y. ORO 7 .m 0010)... No P4000 10010 *Ha FE MIMEO (411 M LEXMI TIE Fla 005051 000 MOE T. Williams. s. 1177CAL LIMED CV{EL%YIBBINO RIFFlN 1.880004148, INC. 011500 T---NIggfErattlffr ROCK !PRIMA 111001 110/055µ/0l SCALP NONE OR0Nw000014 0H185 MIT0405A? CODE: CBL CODE: RDI CROSS 54011040 OF FOREIGN Pk EOM COLE5 n 00*000�aws�0.,�«05.,x.nrwapu<...I�rp0.° IMMO PPELIE MAI OE 10.11 AIM KR DE FULL Wall Of 404004 PPM, ME CHOMP Whams. s. rrescAL Mere* %FEIWELWWNO 4 RlfFlNE A860CIARS. INC. IIf.6R5T.M5Etn RIXM(0Rtl4N56W1 Pm050mu Nyle NONE 0040 No. 0TP5420401M DAM: 0.663.177 4114 CODE: FPL ° d PM NE 010.0 44} OS N a a g 5 . �, ', 610002.0044E DETAIL r 0.0911` ass I. DEMOS. 1500/521141(^.4404') las 04x100 1xm0um al 0.002 u Opux 04 OTE x10401) META 0w411.0 x M pPE0121 01 UMW/MOOD PORI 0200140 04 AS RIMIER n ME memoir& •134(7011. 1 [ROME Malt�IF%�p1RE No o 988140 men MADE es me mem 151 DRAW. e 9m a 0040 p °40000 6 Pan O OSURE 0 *20416 4�Ewi0n 00/011 A 5411AND 14/004C55 0' �_°CODE 7 usfie 550 �00W1P0. 0If AND EMM xa ACETATE. N61Z m0*0 00000 111011. menet PRCOUOIS MAT fLM WM STRAW LOSS 6Y 2245E *0Wp11010X4 NER4Y pA 1 0 ORMEO ANIMA Ox siva M11115 BY CALMER MAW *05 BY THE 4. WERE 009NATED FOR MIALLA71014 04 14E AIJOGENT SHEETS. 01 Et NIP 01 TA' 54000050409010011104/9:0•00409010011104/9:0•011.00409010011104/9:0•011.00 SHALL PETAPETALLED AT TE 7OLL0W/0 SPAOL4p Tm0 PROIECTM ils,o:LEAD 5444000 40 m 70YmNW 11IjI .... /: .. FO0 !,,_.TI:'d�il NAPS n 0 aa ® o SEE HOE la 3 PROFILE TortsNOT TO SCALE 1. moss., smALL ENE 00STFAKTED pt. *mamma 11111 702.00119 a 00111/104•10*001 M COINER . oi1GMN5 AW VM MINT M 4012 2. BENDS S4AIL MT BE pawn= NMI INE liOAD FLOM. 1 wen JO5T LOOM M00170 u0 m WYE MOW Y 1141 MIS A. Mx0cnas x ML POO °t =saw aroma. .(41.D.OCIMENCENIOF .�mno*nm0 TO 040000051x0 AO.. a 000450048 x20 0901 m 0. CHE-LASE WM MALL 7 10/44.111M D4.100 INSTALIMICH. 150141/10 COG AM ICAMONOS MEI BE T. 00MY7 4141E ..P. DE ........°B. 240 FAR DRAM PPE x11045 RWIYO X 035Ytt C GEODE 570 404 NCO is PMO AwPRODUCT-NATURAL mi 20 ma m X Oxa.T .Oa ME 00/11 14841) .5 FM MOP 1410 Ta APPLICATOR 'SO WILEADON 11001.14 TEST R. P90. 0.68 00990°. Ano18.10. X GRADEa•00401 ®a 200 MPM - as FEET *SO4 90. n R. 0Cr: 601 *m LPW -11000 L „S.6 IL PPE WILL MANE 9�N APPLIED man (FIE) mTNP enemy /APRONS) 811104 SUMO Val BWM 5100 no Williams. reeleAL MeV Cl/eCSWBtlpOF ROAD EYONGBEORYELWE no f0 WARFON•AB800IATES.WO. • sr rotate �mms ....s _Williams.„G !J/ 01/1702/ TL EROSION001/1702/(....... nw14740w4n1r9(010 l It. WIT f lee Mit xwi +g .14gRIFFINA ASSOC/AIMMC AmSI 05 ^NaryElea Scut NONE OM NR0*O 0.)0/0.4001 4M16ESE Jenne: N%N'WO OMSNpp O5n CODE: RDI CROSS 54011040 OF FOREIGN Pk EOM COLE5 n 00*000�aws�0.,�«05.,x.nrwapu<...I�rp0.° IMMO PPELIE MAI OE 10.11 AIM KR DE FULL Wall Of 404004 PPM, ME CHOMP Whams. s. rrescAL Mere* %FEIWELWWNO 4 RlfFlNE A860CIARS. INC. IIf.6R5T.M5Etn RIXM(0Rtl4N56W1 Pm050mu Nyle NONE 0040 No. 0TP5420401M DAM: 0.663.177 4114 CODE: FPL CODE: EL NOTES REVISIONS NO. DATE DESCRIPTION BY CNN APPR 07/11 /07 ISSUED FOR PERNR. BID& CONSTRUCTION RNR LGB 088 I RIFFIN 1 ASSOCIATES, INC. N°°N sr."8t0' CONSTRUCTION&iNVIRONfOMAL DETAILS (wiIIa►nsutAFOR lARGAT14 !12401 Tom/ SOOILUAMS PROOEICOION NWT COMPANY 7ARA010E14 COLORADO OGLE: AS SHOWN JOB N°.:44488 DRG -D1104-11466 Ou61m 000Xrv,C0nw80 1 40E8 020OU0wm141 St ar *OSS 9cnory ODWIROL LCC 004A r to Lr DIAMETER Wroa TO 20'1019 • •.. � 1/5 D 2109 6 '.V 111rermurs rmQF L . �, ', 610002.0044E DETAIL r 0.0911` ass I. DEMOS. 1500/521141(^.4404') las 04x100 1xm0um al 0.002 u Opux 04 OTE x10401) META 0w411.0 x M pPE0121 01 UMW/MOOD PORI 0200140 04 AS RIMIER n ME memoir& •134(7011. 1 [ROME Malt�IF%�p1RE No o 988140 men MADE es me mem 151 DRAW. e 9m a 0040 p °40000 6 Pan O OSURE 0 *20416 4�Ewi0n 00/011 A 5411AND 14/004C55 0' �_°CODE 7 usfie 550 �00W1P0. 0If AND EMM xa ACETATE. N61Z m0*0 00000 111011. menet PRCOUOIS MAT fLM WM STRAW LOSS 6Y 2245E *0Wp11010X4 NER4Y pA 1 0 ORMEO ANIMA Ox siva M11115 BY CALMER MAW *05 BY THE 4. WERE 009NATED FOR MIALLA71014 04 14E AIJOGENT SHEETS. 01 Et NIP 01 TA' 54000050409010011104/9:0•00409010011104/9:0•011.00409010011104/9:0•011.00 SHALL PETAPETALLED AT TE 7OLL0W/0 SPAOL4p 110* T,Ir,100 no 11IjI FO0 !,,_.TI:'d�il ® o n o no no f0 no 5. WON REOUIREIENTS STATED 04 DE sea 9emSEDE.PTE W%014884 SMMIWS NO LVOaOp.050103 i ANY. _Williams.„G !J/ 01/1702/ TL EROSION001/1702/(....... nw14740w4n1r9(010 IDu weeee +g .14gRIFFINA ASSOC/AIMMC LL *usaµ ^NaryElea Scut NONE 4M16ESE Jenne: N%N'WO OMSNpp O5n 007)5e140285u14028 ME Mein CODE: EL NOTES REVISIONS NO. DATE DESCRIPTION BY CNN APPR 07/11 /07 ISSUED FOR PERNR. BID& CONSTRUCTION RNR LGB 088 I RIFFIN 1 ASSOCIATES, INC. N°°N sr."8t0' CONSTRUCTION&iNVIRONfOMAL DETAILS (wiIIa►nsutAFOR lARGAT14 !12401 Tom/ SOOILUAMS PROOEICOION NWT COMPANY 7ARA010E14 COLORADO OGLE: AS SHOWN JOB N°.:44488 DRG -D1104-11466 Ou61m 000Xrv,C0nw80 1 40E8 9/.LAO sal 504 NRB 1 *wear Balsas / 4 OT ROM SPOL STOVER MAL10W 910 C(GVARD 10 RW BERM SECTION A -A NOTE: I. COSTstool Por EONS m 10wff° ENTo AA N sTERo.SE MOULT 0R NSPCA aRECSY. Eo 2 vA1ONAL us1 FOR TM 0.2000E. O. ma. BEA town O 10 FT. aw THE RATERS EMS H MOLD BE .1 N A OGNI WM,CH RDA. STABIL 014340 MC C0w51.noN P001. 3. TME 904 OR TOPSOI ROE 901. Or MM. 197 CMT,wIF.NF ROME L MEITAN BOW MOND BE 094 RLD ASD Tk 9TE ROWED TO TE 01.03.N COYMEDM O OE WA1a CRpSMIC w OMER TOM S N•OE PossE RPMAN TEOTATxN 3w1 o Non.EO. STADtO YOHWDIT O Nsow sow NAY BE Row. T www. ARE F.®Tc 7. CART AND ARMS. 1.1 BE IA. TO [NMF[ SP. COND.., TO. L ML CwYOAnw FOR OW. MME OAaITY N nom.. NEN M6ECNO A sok coa..MT coml. Williams. TYPICAL TEMPORARY SOIL CONTAINMENT BERN (SATURATED 8419) RIFFIN4 ASSOCIATES, INC. RELMAOIF MTE 12.097.011 tr 8034 AAR 1110 1444,114.4.., .4 •001441,144110X LBB 1414 ELKBt, SURE 202 ROCK BPRINO9, IYY52901 MonMUMS SCALE NONE OWC Na. DR014400-9120 CATE07A997 CODE: EXF SPRSPM (SEE NOTE 7) 2'AN6ar ST YM. 4' RECESS h NOTES: 3 1. MST/LL A STRAW RU F 800ATERND 0790011.AE ME.. IT IS NECESSARY MERRY STa� MATO x10 WATER 6 BAR ORM. TO MONT 111E �0f a SECTION A -A 2. MOO. 9R SAL RE TELL ,EF01A11 AND ME WOONPNT 10 TIE NTS 481E MOOT MAT MATER WILL FLOW INTO ME OEWA1ERw 51XUCTAE NO AWAY FROM ANY 001 ARF, S TIE AREA M. SLOPE FROM ME WATER. STE WST BE ISASOI 1 FIAT 01 STOW= BY 3 011 4.w 011. LEANS TO ALLOW ENE RM. WATER TO COaNUE A4 MEET FLOW. 1 DIRECT TO PIMPED MATER 0110 A STAKE SRL PAD 074IS1R°CTm OF STRAW BALES ROOF FL. M14H1FD ROM OR A 601400 8001001/1 STAPLED TO IIS MOM, 90.9711, SENN AS OROS MON, TIMMS ,w, °R A COPAMY APPROVED EOUOALENT. DEMO TIE SPILL PND FORCE 110 MOW. WATER INTO SHEET FLOW URIC STRAW BALES NO 110 NATURAL TOPOGRAPHY. A DIFFIMO MAY INCLUDE A '1' P19, A 55.91 PUP CRA SPLASH PATE MM. AT ME OO OF TIE L OMAA.2 PRF w 01RR SPUN MEOW TO 097115E w 64811E 148E DIRMIAOM WINS EIERV .. i 05OIAROE WATER SHALL O FORCED PITO SLEET ROW INED10IELY BEYOND 110 SP11 P... A CCMMAINN OF STRAW BALES AND 111 NATURAL IDP0- ORO. 3000 TAO STALES MO EON BALE TO NNSMR DLII M l W W1ACRRD R11R SACS ARE A SIIRIBLE AL1CMU11IE 10 STRAW BALE 911001UES FOR TRER01 DOWER NO. O. B.1® MWL TO IOTALLE° AS SECSTI 0Y ME YAMTFACNROL DISPOSE OF FUEL TITER BAPS AT A LOONY APPROOD OFF -SIE FACETS, Williams TYPICAL STRAW BALE OF -WATERING STRUCTRURE- SPALL VOLUME i` RIFFINA ASSOCIATES, INC. Au OATE REVISIONII MUD Amos, ro0444,1, 4•1•0014110,444. BBF TLV y ATA KAT I414ELR81., 8107E202 ROPY 8PRIN08 WY82D01 (3°M 5820029 SCALE NONE DING No. DRG -144803124 OAFS 07/11.07 W... DOME. 1•44.a EDT I.Promr WA PAX OO917 ,' moue RUMAT WA sarr Q r • ST.2420 WOKE Oos r ...Ise 0970970 OW. MEM. 0.Q we e. MI 48016 , z 140•01001 rR, OTT. •,01 A Tr RAL .--EXCLUDED AR AKA -- M® A.° 10 YETN ■ _._::: row' RNa T -POSTS D. II, . FOIY ' I ENQD90N FENCE NO1Ei M4.l Ms ��I• AT T -P is NEW T -POSTS 2-3 v053a BET. 2-3.03 / FARE 11MR on, J POSE RAA°B wpm. E.N •' WDE Wu. LPN. FEB ror PattMWENE 03.1.040 OPOW OR POLTOOPHDE OVAL OWNS COOTRD BRAE . Raw NO. w TOM- ON- SCE OW FEB THY- WOK RGL1 FRONDED r mo . !C T - POSTS, WE, For.N MONO YATERA.S reamer For." 1 TORE OF 11.. FAS 30/44341Ew4® !Ca MK WE I E•-1' 970111 506 !r YM Tr ow. DETAIL A r YR i� 0.0111.1.1102 / 1...I T. m conwrom R. Demi =Toot um a Lwow cow. co To no. know INPT F. n oPecwo Br 2. oN. m m G M woo MERE M BON 6Tr DE WWNW ON INTO OMS To o. wi T w oBh. coon.OFue rv.O s wow 1NB 040201 o.ps NRwm o caw- N YORME ,w MVNM so. caw u. Fouo AIW P. AN M -two. NT RAO 4 . Won NM. AENE.o-.,M mol mowsca. ND W Tao-TDm WOO NI OPLL al w (WOO .1 COM. UK N. Lm w Tom . ham L e o pc cols. mac. an RR co. N. woo aw. Or MM. Ii 1 L.�� Williams.ms (FECAL ,KCL f/SpN FENCE AND LATH 11.�� � _ II REMOVE I r rilfCAM RIFFlN&A990CGTE9, INC. 8 aawT GISwtemoN m INT 034 aK WLoS s MRD AMR NANCE aaiiin au TRS. mismosidonin cowl. wrz MI... Yoop �o/.... so 0.3 on FYI■I ME1=1.= 101134.-.4111/4111 MIME 1414Ell( ST., SUITE 201 SCALE: NONE Irl■l L. -m- ROCK SPRINGS WY821W MEI No. 00014294.9183 ...M ro+A 1e07)802,5021 CATE049407 em,W Nowa Emr IA. WC wow10.w Foos' II CODE: EXF SPRSPM (SEE NOTE 7) 2'AN6ar ST YM. 4' RECESS h NOTES: 3 1. MST/LL A STRAW RU F 800ATERND 0790011.AE ME.. IT IS NECESSARY MERRY STa� MATO x10 WATER 6 BAR ORM. TO MONT 111E �0f a SECTION A -A 2. MOO. 9R SAL RE TELL ,EF01A11 AND ME WOONPNT 10 TIE NTS 481E MOOT MAT MATER WILL FLOW INTO ME OEWA1ERw 51XUCTAE NO AWAY FROM ANY 001 ARF, S TIE AREA M. SLOPE FROM ME WATER. STE WST BE ISASOI 1 FIAT 01 STOW= BY 3 011 4.w 011. LEANS TO ALLOW ENE RM. WATER TO COaNUE A4 MEET FLOW. 1 DIRECT TO PIMPED MATER 0110 A STAKE SRL PAD 074IS1R°CTm OF STRAW BALES ROOF FL. M14H1FD ROM OR A 601400 8001001/1 STAPLED TO IIS MOM, 90.9711, SENN AS OROS MON, TIMMS ,w, °R A COPAMY APPROVED EOUOALENT. DEMO TIE SPILL PND FORCE 110 MOW. WATER INTO SHEET FLOW URIC STRAW BALES NO 110 NATURAL TOPOGRAPHY. A DIFFIMO MAY INCLUDE A '1' P19, A 55.91 PUP CRA SPLASH PATE MM. AT ME OO OF TIE L OMAA.2 PRF w 01RR SPUN MEOW TO 097115E w 64811E 148E DIRMIAOM WINS EIERV .. i 05OIAROE WATER SHALL O FORCED PITO SLEET ROW INED10IELY BEYOND 110 SP11 P... A CCMMAINN OF STRAW BALES AND 111 NATURAL IDP0- ORO. 3000 TAO STALES MO EON BALE TO NNSMR DLII M l W W1ACRRD R11R SACS ARE A SIIRIBLE AL1CMU11IE 10 STRAW BALE 911001UES FOR TRER01 DOWER NO. O. B.1® MWL TO IOTALLE° AS SECSTI 0Y ME YAMTFACNROL DISPOSE OF FUEL TITER BAPS AT A LOONY APPROOD OFF -SIE FACETS, Williams TYPICAL STRAW BALE OF -WATERING STRUCTRURE- SPALL VOLUME i` RIFFINA ASSOCIATES, INC. Au OATE REVISIONII MUD Amos, ro0444,1, 4•1•0014110,444. BBF TLV y ATA KAT I414ELR81., 8107E202 ROPY 8PRIN08 WY82D01 (3°M 5820029 SCALE NONE DING No. DRG -144803124 OAFS 07/11.07 CODE: XFN PERSPECTIVE NEW MOT R SCN0) NOTES' 1. UK ENTIRE STOODME MM CE010111E TITER FABRIC 2 ME MAW BALE C04R04R011CN AIO M EER.MS OF ME 5112120112RE SHALL BE 0ETEMBNED M ME FIELD BASED UPON SITE 1 HDIRTT Of THE STRAW5 5*1.05 RALES SHALL HALL N'OT MEM1110 BALES B TWO BALES ARE REOUFSD TO Ifni ME MCHMND W19*0 SGE VOLUMES. A SECOND 0 ROW Of BALES MALL BE USED TO RONFOECE THE PERYETER 4 APPLICABLE OWLS AND NOTES NO. 1, 2, 3, 4 AND MOWN OI 000011* 40. 040-12082-9121, STRAW BALE OEWAIERHC STRUCTWE - SSW. MLUNE 9,011. APPLY TO AND BE A PMT Ci 148E REOUREYO115 FOR STRAW BALE 0001l0IOO STINCTWES - LARGE 40511E Willi ma S. TYPICAL STRAW SALE DEWATEINO STRUCTURE- LARGE VOLUBLE oRVFFIN A ASSOCIATES, INC. ° .7)•rt w1e1RRM w. . w.rIRP.Ta4r Off aR' .48 NLS 401 14/4 ELK 5T., SUITE 202 ROCX SPRIN05, WY82T01 007)8824228 SCALE: NONE DWG Mt 000-144004122 DATE 07nWWI Williams. TYPICAL PROTECTIVE COA7IN00ETAIL .v` R(FF7NA ASSOCIATES, INC. DAM °e6ow00Y IMF wAFTJ9MNFOR 448 l0. 14/4 FLK ST., SUITE 202 ROCK SPFNG0 We 0901 004 3 02 4021 SCALE.' NONE DWG Net ORO -14204-0887 487E 049897 W... DOME. 1•44.a EDT I.Promr WA PAX OO917 ,' moue RUMAT WA sarr Q r • ST.2420 WOKE Oos r ...Ise 0970970 OW. MEM. 0.Q we e. MI 48016 , z 140•01001 rR, Mr r':i 7)" m 6.4 soots. P..,m 4-..3 Fon Y i III D. II, . CONTE WOOS ,,,,, •d M4.l Ms ��I• E•-1' 970111 506 P o 1111 r YR i� / 1...I Or MM. Ii 1 L.�� .49 ■ 11.�� � _ II I r i Zem.To con oTK,P yam. ono NO IN INYA •- I ,.M NANCE aaiiin au TRS. mismosidonin cowl. wrz MI... Yoop �o/.... so 0.3 on FYI■I ME1=1.= 101134.-.4111/4111 MIME IM01101MO=NrWriall II 1111 Irl■l L. -m- e ..t ...M ro+A ToT ow woo PERMANENT FENCE DETAIL em,W Nowa Emr IA. WC wow10.w Foos' II II W .M Iams Williams, TYPICAL TEMPORARYANO PEP GATE DETAIL ROM IRAH�I�� EESMAv 1 NSI° Apm T•rYw. - P1MTu Aa WE B 0100 FaE2Gvmv DRAPTA ceRAI. 7)w 80.-0.97 Ka BB' - WNW. 31WRIFFIN&ASSOCIATES INC. VOL •• TYPICAL TWEET 1414 ELK SE, SUITE 202 SCALE NONE FM STEEP MEW Iran Moo IAO KNORR UDE.. 9 6 11014 TWO BOON NO ROCK SPRINGS, NY MOT OWG No. 0RC44294-9148 Now PIPE A 04010 ENO RUST SLOCK Ca ROCK 00. PLAN VIEW 097) 392802/ DATE O40e97 uNOSTN OR ROM BOM 7)i G& saYE. /6• . ,• O..\ waw 0 0N0 edam MMS. .KMINI MOO! AEE PR , SRL CRON NO 0L444 FRE RPE O96 MEAS 11FINNY Mg AMORAOOR FIg4T 00° .4 FACIRC - MMT FRE EPTri ROWR WIPE. W NOT LSE USE SWM -.1.01 FON WM A.R COMSNIS. Burl O mos / Y �� N ORM OD WW1.. WoFEO.I. UNE ANOKR IW4� SOTTO EN CONTR. RP O O ROL16Y00 FORCONCRETE CM.. NOW LL"/� sYmE RAW.BON NO FAT...... OTTER RED POR M,nw LINO EDAM DT . DO.L . wR 01 OHF. rt MLA nAr wx A•.i�/� �� 1'/// �jI r 1KL NM. OEPTI4 KIM iB �`* Pot PLANs MO.ST , / wD. u[ vat L9 �l { Y MK `'. PROFILE NEW CODE: XFN PERSPECTIVE NEW MOT R SCN0) NOTES' 1. UK ENTIRE STOODME MM CE010111E TITER FABRIC 2 ME MAW BALE C04R04R011CN AIO M EER.MS OF ME 5112120112RE SHALL BE 0ETEMBNED M ME FIELD BASED UPON SITE 1 HDIRTT Of THE STRAW5 5*1.05 RALES SHALL HALL N'OT MEM1110 BALES B TWO BALES ARE REOUFSD TO Ifni ME MCHMND W19*0 SGE VOLUMES. A SECOND 0 ROW Of BALES MALL BE USED TO RONFOECE THE PERYETER 4 APPLICABLE OWLS AND NOTES NO. 1, 2, 3, 4 AND MOWN OI 000011* 40. 040-12082-9121, STRAW BALE OEWAIERHC STRUCTWE - SSW. MLUNE 9,011. APPLY TO AND BE A PMT Ci 148E REOUREYO115 FOR STRAW BALE 0001l0IOO STINCTWES - LARGE 40511E Willi ma S. TYPICAL STRAW SALE DEWATEINO STRUCTURE- LARGE VOLUBLE oRVFFIN A ASSOCIATES, INC. ° .7)•rt w1e1RRM w. . w.rIRP.Ta4r Off aR' .48 NLS 401 14/4 ELK 5T., SUITE 202 ROCX SPRIN05, WY82T01 007)8824228 SCALE: NONE DWG Mt 000-144004122 DATE 07nWWI Williams. TYPICAL PROTECTIVE COA7IN00ETAIL .v` R(FF7NA ASSOCIATES, INC. DAM °e6ow00Y IMF wAFTJ9MNFOR 448 l0. 14/4 FLK ST., SUITE 202 ROCK SPFNG0 We 0901 004 3 02 4021 SCALE.' NONE DWG Net ORO -14204-0887 487E 049897 NOTES REVISIONS NO. DATE DESCRIPTION BY CHK APPR 0 07111107 ISSUED FOR PERMIT, BID & CONSTRUCTION RMR L08 CSB 1414 EEK 5T, SLOT 202 RIFFIN & ASSOCIATES, INC. ROCRBPR4 5 WYa24w mon 392.1028 CONSTRUCITON& CNYIXOIYAf 00TAL DETAILS 20'CRAHFORD TRAIL GATHERING TaEIINEPROTECI FOR RARGA77;TNG %HILLIAMSPRODUCIION RMT COMPANY PARACHUTE, COLORADO SCALE: AS SHOWN JOB No.: 14466 DRG-DTLO5-14166 GARFIELD COUNTY, COLORADO 1 5OFB W... DOME. 1•44.a EDT I.Promr WA PAX OO917 ,' moue RUMAT WA sarr Q r • ST.2420 WOKE Oos r ...Ise 0970970 OW. MEM. 0.Q we e. MI 48016 , z 140•01001 rR, f BuTMgF 4440014 Y S IM111 D. II, . CONTE WOOS ,,,,, •d M4.l Ms ��I• E•-1' 970111 506 P o 1111 r YR Or MM. Ii 1 ■ 11.�� � _ II I r I I■ LI NANCE Igr�� FYI■I I■ II 1111 Irl■l L. -m- e ..t ro+A II II W .M ROM IRAH�I�� NSI° Apm T•rYw. - P1MTu ■.�■■-■ pfn DO WNW. ,� VOL •• TYPICAL TWEET ROlapot W r era•, � N. m6 FM STEEP MEW Iran Moo IAO KNORR UDE.. 9 6 11014 TWO BOON NO Now PIPE A 04010 ENO RUST SLOCK Ca ROCK 00. PLAN VIEW •„-.• 5/41' . 1• ' Mt' PIPE ANCHOR TILOCK KFmM CONTR. SFCRON VIEW .°�YS mAAc S7)• - ,• mm vro WO PIPE ANCHOR 8100( uNOSTN OR ROM BOM 7)i G& saYE. /6• . ,• O..\ waw 0 0N0 edam MMS. .KMINI MOO! AEE PR , SRL CRON NO 0L444 FRE RPE O96 MEAS 11FINNY Mg AMORAOOR FIg4T 00° .4 FACIRC - MMT FRE EPTri ROWR WIPE. W NOT LSE USE SWM -.1.01 FON WM A.R COMSNIS. Burl O mos / Y �� N ORM OD WW1.. WoFEO.I. UNE ANOKR IW4� SOTTO EN CONTR. RP O O ROL16Y00 FORCONCRETE CM.. NOW LL"/� sYmE RAW.BON NO FAT...... OTTER RED POR M,nw LINO EDAM DT . DO.L . wR 01 OHF. rt MLA nAr wx A•.i�/� �� 1'/// �jI r 1KL NM. OEPTI4 KIM iB �`* Pot PLANs MO.ST , / wD. u[ vat L9 �l { Y MK `'. PROFILE NEW �{/7 fII9l TYPICAL DETAR PIPE ANCHOR BLOCK ANLY1p[RAAGEANDGONERtETE BLOCK H YA a r-0. 6cnl MY! / STEEP TERRAIN CONSTRUCTION VA AE<MpMB 4EN-5041101 ROOD SCAM °1r - T' LA0. 111FRIFFINA art 00.0070:0e ow G4YAPR 01 466 • BDRN1 ASSOCIATES INC. a 44114. ORAA,W4°EFMT® Dos NR.. - 0004E NONE 1414 ELK SO, SURE 202 0804050019510441182801 C.0.0•10142044102 ponsezave DATE 0608/07 NOTES REVISIONS NO. DATE DESCRIPTION BY CHK APPR 0 07111107 ISSUED FOR PERMIT, BID & CONSTRUCTION RMR L08 CSB 1414 EEK 5T, SLOT 202 RIFFIN & ASSOCIATES, INC. ROCRBPR4 5 WYa24w mon 392.1028 CONSTRUCITON& CNYIXOIYAf 00TAL DETAILS 20'CRAHFORD TRAIL GATHERING TaEIINEPROTECI FOR RARGA77;TNG %HILLIAMSPRODUCIION RMT COMPANY PARACHUTE, COLORADO SCALE: AS SHOWN JOB No.: 14466 DRG-DTLO5-14166 GARFIELD COUNTY, COLORADO 1 5OFB *25' TO 350' 25' 25' CLEARING OMIT 0 25' SPOIL 510E TOPSOIL CLEARING VWDT 1355 50' WORKING SIDE 75' CONSTRUCTION ROW NOT TO SCALE NOTES: 1. SALVAGE TOPSOIL FULL ROW ROTO AT LOCATORS AND DEPTHS IDENTIFIED ON THE CONSTRUCTOR DRA0R/GS OR AS DIRECTED BY THE COMPANY. 2. TOPSOIL SHALL BE STOCKPILED ON BOTH SIDES OF THE ROW (A5 5005±), ON ORE 510E 015 IN ANY CONROURAIION APPROVED BY THE ENVIRONMENTAL INSPECTOR. KEEP TOPSOIL PILE CLEAN OF ALL CONSTRUCTOR D®RIs MAINTAIN SEPARATOR BETWEEN TOPSOIL AND SUBSOIL SPOIL PILE5. 3. LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGES DO NOT PUSH TOPSOIL INTO GREEKS OR WEILARD. DO NOT USE TOPSOIL FOR PADDING. 4. 51007 AND STOCKPILE TOPSOIL FROM FULL ROW WHERE (AMMO 15 REQUIRED (1.R. FOR A SIDE -HILL CUT, ELc.,) TO PRODUCE A STABLE WORK AREA. Williams. TYPICAL 00.W. SECTION MTN FULL MOTH TOPSOIL SALVAGE WRNFON & ASSOCIATES, INC. MEL • ra•mmier,oa mrm.cYe✓rZ CRM M 4E1X ST., SWF202 ROCK SARINO; (9787901 007)02.1120 SCALE NONE OWG Na 080 04486-0110 04T&312017 CODE: FPI' CLEARING LIMIT , CLEARING OMIT 25NMSTRUC1W ROW - NOT TO SCA.E - N0TES: TOMO. TREK 100101 AND UNDER INE SPOIL RLE AT LOCATION AW 0EPM200 5 10(x 01 111E commix -now 001.411443S OR A5 9PECIET BY TE OOLPANY. 1 STOD00E TSV. AS 910111 OR IN AMY CWYORATW IPPR011 0 BY 111E COURANT. 1DFP TGPSGL 021,11 01 ALL OssoliPulcsi moos RANI. A O.PARAIMN IIETASDI TOPSOIL AND WESEL SPOIL PRES. 3. LELVE GAPS W TOPSOIL AND SPOIL PEES AT OBW0115 MANAGES 00 NOT PU91 TOP SOL 5510 GREEKS OR 11E11AWO0. 00 NOT USE 1(05011 FM PAWING. 4. ALL. 0001085 OF 111E RCCA TO BE GRADED MIST BE SITOPPO OF TOPS° . Wrlli ma s, TYPICAL 00.W 8ECT10N TRENCH d SPOIL ARE4. TOPSOIL SALVAGE i` RIFFIN&ASSOCIATES. INF 00 80410 4.11.4 amomRlY 3Y 174114 1(11 11.145 Car 14/4 ELA WT.. SUITE 202 R0CJT WARMS 5502001 f1Dn 002-2000 SCALE NONE DWG Ns. A4[%144504724 DATE: 071617 CODE: TST TS CONSTRUCTION ROW -1101TDSCALE - NOTES: 1. SALVAGE I01.435L (151.0001 BADE MA0T7) 0100 101141 AT LOCATOR AND 00.1110 DEN10FD 04 TIRE CONSTR 1011011 OMMNL5 155 As MIMED BY 111E COUPAKY. SERF *ma 1E RIDE Nos.. 10 ACf156100A1& TRACHED 6000015 OR WHEELED OI10ER 2. 31000LE TOPSOIL AS 910«1 ow 15 ARY 004IOS•An9I APPROVED BY 1110 COMPAMY. ITER TOPSOIL QEAN CP ALL CORSIR5011011 DCBRES, MA5TAEI A MRIIMN 1' 5EFAPA7OII NURSER 100101 AAD V1500I. PLE WOES 1 LLAM1 GAPS IN TOPSpl PILES AT OBVIOUS 011.00LE3. OO NOT P091 710211 5510 0€203 1E0501. DO NOT USE TOP501L FOR PAD0IG 4. AVO9 SCALPING VEGETATED SWUM 11e43ME RFTN WONG 6AOO11 FROM TIE SPEW. HIL Whams, TYPICAL R.0.W. SECTION BLADE 07071 TOPSOIL SALVAGE T&/FRIFFTNS ASSOCIATES. INC. 11411111 0114 041-5 017.001104 MAYA APP • Dl Iq7 5.5 Kamm, Po [045 r.1410r04 LOS CWW 4414 ELK ST.. SUITE 242 ROUX OPRBV08, 6/42491 (M)07.6021 0526021 SCALE NONE OWG10. ORO -){4665141 DATE 07111107 CODE: IlWP 3 0F TRENCH ,,. GRADING ORIC0NAL SPOIL GROUND TOPSOIL CUT 55001 r\;�J\y'';TOPSDL \\/I `� 11=11' 15 50 g ORI0NA1 TRENCH GROUND . ENG 15.0 1 TRENCH _lli1 11Ia11+a SPOILGRADING -4TCH.LDLT- MOP TOE (gory PR15E i01.2 n P. 71 556 60 1.101IB .11 -MS PROFILE 5550 501,0001 0411 «MATO( 4 TRAVEL LANE 9i�u�D Aso war (*MOM 6Y SOU) M BAIT OTMms 10011 1(912 111110 OR ROICII0 1010 modTINE A cog0 0 NON 90017:5 015 NAPS (T &CAL BOMLEA SO SPOIL TOPSOIL - rJ\ri%. J ` _ 1 ' / M; - 15'3 WORKING LANE !_ 11 M'1I 05 f TRAVEL LANE TOOCAL MALL F„ CNEOONMINALS .nws.M V TRENCH y.ii• `i\iiia �\Q/ -11 le I=1 9 i R� I I 1" --• TOPSOIL li SCALP NOM FILL BENCH10.3 UNE -OP WELD AREA TOPSOIL CLEARING 14NFEX5.OLWTE102 ROCK MOND; 3705001 h5:iv...- CUT _ _ FILL BOTCH _ - . a,aa11 4Ei��r11 - F DATE 04.9007 - MOTH 0100'�yt` BENCH Ta?+ . ARA 1110111 ±100' 'NII=1I--i=1 50't SPOIL SIDE 40'± WORKING SIDE 60'3 SPOIL SIDE CONSTRUCTOR ROW SEE ALIGNMENT SHEETS FOR ALLOWED FULL WIDTH CONSTRUCTION ROW SEE ALIGNMENT SHEETS FOR ALLOWED FULL ISOM SIDE HILL R 0 W. SECTOR A SIRE HEI R 0 W SECTION B SPOIL 90C LOW SPOIL SIM NON 100010 9011 1401 51100015 SDE 1.051. NOT TO SCALE NOT 10 SCALE NOTES: 1. STRIP AND ST005PP.E TOPSOIL FROM FULL WIDTH MERE GRADING 15 REQUIRED FOR 8. WHERE 510E HILL SECTION 15 OF SHORT LENGTH 0R OF EXCESSIVE GRADE. ONLY A SIDE -HILL CUT AND FILL. SINGLE (0±555150 WORMING LANE AND TRAVEL LANE SHALE 8E CONSTRUCTED. WHERE REQUIRED. PIPE UNE -UP, WELDING AND JOINT COATING SHALL BE PERFORMED AT AN 2. TOPSOIL SHALL BE STOCKPILED ON BOTH 5)055 OF THE ROW (A5 SHOWN) UNLESS OTHERWISE ADJACENT ARRA MO THE UNE INSTALLED AS A 'ORAL SECTOR' APPROVED BY THE COMPANY. KEEP TOPSOIL HIT CLEAN OF ALL CONSTRUCTOR OEBRIS. MONTAN SEPARATION 85111I331 TOPSOIL, GRADING SPOIL AND TRENCH SPOIL PILES. 9. RIGHT-OF-WAY SURFACE SHALL BE RESTORED TO NEAR ORIGINAL UNE, GRADE AND DROSS SL05E UPON COMPLETION OF CONSTRUCTOR. THE FINISHED SURFACE SHALL HAVE 3. LEAVE CAPS IN TOPSOIL ARD SPOIL PILES AT OBVIOUS DRAINAGES. OO NOT PUSH TOPSOIL WATER BARS INSTALLED, SLOPE MATTING PLACED, RESEEDING AND RE -VEGETATION WORK 0R 5P00.. INTO CREEKS OR WETLAND. 00 NOT USE TOPSOIL FOR PADDING. DONE WHEN STATED IN OTHER PROJECT REQUIREMENTS OR ORDERED BY THE COMPANY. 4. ON 510E HILLS AREAS SHOWN ON DRAWINGS ANO OTHER 10(551 N5 APPROVED 8Y COMPANY. CONTRACTOR SHALL GRADE 8 -LEVEL WORK PADS WITHIN THE OEBGNATED RIGHT-OF-WAY. 5. EQUIPMENT 05ED FOR CLEARING, GRADING. TRENCHING AND SIMILAR ON 510E HILL AREAS SHALL BE OF MINIMUM 512E AND WEIGHT TO REDUCE DISTURBANCE AND MAINTAIN STABILITY. / l�+� �P W. _✓rl/6ams. Ifi !.. TYPMIL WOE HILL R.D.W. BCCT0ON WOFAMLEVEL GRADING 6. MIEN NEEDED. SUITABLE RETAINING BARRIERS SHALL BE RLAMO ON ME DOAN30PE EDGE DF l�"wo RIGHT-OF-WAY TO CAPTURE AND HOLD EECAVATED MATERIALS +��ry�_,�//+iceR�: Na a>F P ,, (2 1EApyndl ,3YAA1l15s19R DAF yP,-MAR AMT 144 cxe 7. UNLESS OTNERII5E APPROVED BY COMPANY, GRADING SPOIL NOT USED FOR FILL BENCH jjQ55 51AA890GLATE9, IRO. MMMF7����L��`�� CONSTRUCTION SHAM BE MOVED AND STORED ON THE 19 515. SIDE OF THE RIGHT-OF-WAY. 141455(409.00(73 AV SCALE NONE ROCK BPRIA'00.WW 03901 DWG No. 0170-144e64100 100 77 05 26020 DAM 0,00507011011 TS CONSTRUCTION ROW -1101TDSCALE - NOTES: 1. SALVAGE I01.435L (151.0001 BADE MA0T7) 0100 101141 AT LOCATOR AND 00.1110 DEN10FD 04 TIRE CONSTR 1011011 OMMNL5 155 As MIMED BY 111E COUPAKY. SERF *ma 1E RIDE Nos.. 10 ACf156100A1& TRACHED 6000015 OR WHEELED OI10ER 2. 31000LE TOPSOIL AS 910«1 ow 15 ARY 004IOS•An9I APPROVED BY 1110 COMPAMY. ITER TOPSOIL QEAN CP ALL CORSIR5011011 DCBRES, MA5TAEI A MRIIMN 1' 5EFAPA7OII NURSER 100101 AAD V1500I. PLE WOES 1 LLAM1 GAPS IN TOPSpl PILES AT OBVIOUS 011.00LE3. OO NOT P091 710211 5510 0€203 1E0501. DO NOT USE TOP501L FOR PAD0IG 4. AVO9 SCALPING VEGETATED SWUM 11e43ME RFTN WONG 6AOO11 FROM TIE SPEW. HIL Whams, TYPICAL R.0.W. SECTION BLADE 07071 TOPSOIL SALVAGE T&/FRIFFTNS ASSOCIATES. INC. 11411111 0114 041-5 017.001104 MAYA APP • Dl Iq7 5.5 Kamm, Po [045 r.1410r04 LOS CWW 4414 ELK ST.. SUITE 242 ROUX OPRBV08, 6/42491 (M)07.6021 0526021 SCALE NONE OWG10. ORO -){4665141 DATE 07111107 CODE: IlWP CODE: LIC NOTES DATE or 0 moo, 51Crr ���,R.s.a SLOPE 3N1sm sac �_7 r r sue 1 W CP 94,01,41 90.E 5LNI 'AEE cs 1. � ae55R1KAI A H ODTI BBE m. 1 GVM .IM 11 54111`��� RenP./moi -4TCH.LDLT- MOP TOE (gory PR15E i01.2 n P. 71 556 60 1.101IB .11 -MS PROFILE 5550 501,0001 0411 «MATO( 4 161:0. MCP. 04 PrILIM AM., NAPS (TYPE.. EDM 1315). BD]E& I. 15 NET 01. ND Y. 01.120 PI GM.1P11100 .1.1.1113 TO 11101. cmpocu arta , A 5BMW TO CIE 00111(0 1•13111.LATA 1.5:5 14.151,519671719{ ' 1611E Immo 1RTAW800(05 11 /0 0 1 0 WIWI. CM MINT. Y 11.0.111.19O a 0 WM CON RIN15 W ON01 x11 al oxacz 0Y 111,1441.T�N411 !!W( ROPE 10..41 ON 6M41511132 560. y11 01 WI. IRON 41810 SOLS) 9i�u�D Aso war (*MOM 6Y SOU) M BAIT OTMms 10011 1(912 111110 OR ROICII0 1010 modTINE A cog0 0 NON 90017:5 015 NAPS (T &CAL BOMLEA SO Williams.58EAW TSP« IL LARGE INCISED mummy4�//MM�M Williams. TOOCAL MALL F„ CNEOONMINALS .nws.M =maw f} RIFRNII ASSOCIATES. INC • r •• 1•..,:-.4/,01.. MM. SCALP NOM 14NFEX5.OLWTE102 ROCK MOND; 3705001 PM Pa • 082)30600 DATE 04.9007 CODE: LIC NOTES DATE CODE: SIC REVISIONS DESCRIPTION BY OHK APPR 104 61.11.91.. 8(0751202 RIFFIN&ASSOCIATED, INC. RxKWPRIg00, NT'amDc (071202.3223 O 07111107 ISSUED FOR PERM1T, BID & CONSTRUCTOR RMR LBB CSB CONS'IWUCXIONA ENVIRONMENTAL DETAILS SS' CRATITOR0 78115 GATIIERSNG PIPELINE PROLTECT FOA dARGA7$,PWG 1WIIJJAMSPRODUCI7ON 1ATT COMPANY PARACHUEC COLORADO SOLE AB SHOWN JOB No.: 14416 DRG-DTLO6.1'66 O1IRFIELO COUNTY, COLORADO 1 6056 TIP OF ORM. ROPE Ram SLOPE �4,/vim &\`A.®a Sae • )) L 7 4 TP Or C1M111. Rays M1 MAN VFW 11559101 MAX Ts-( OM 2. _ APO IBD N1.441MEP 1 54111`��� RenP./moi ITR mat y11 01 WI. IRON 41810 SOLS) 9i�u�D Aso war (*MOM 6Y SOU) M BAIT OTMms 10011 1(912 111110 OR ROICII0 1010 modTINE A cog0 0 NON 90017:5 015 NAPS (T &CAL BOMLEA SO RD>1s: 1. 11115 MOD A119R0 To O® 01N151.1 Cr 15 TRT a LEM OPT. a 501 0.110 PT 045,617. 2 M. 10 1E ATT0E0 ATA 1.51 PAWN 101 NMR COPLE.1 Cr 00141.1101. B PLM RIMMED 111' 1111 LAC.. Cr A'1017010 Am1Cr. nom a lm. Sr *STALLED 0411151 AL1 WC RF410. ROM T8 1:041170 CAME NUM 1. 11. WIN CM Mlle 0.24421) NIPS 01 MOW 00 000114. WDLL 51.FI11 YAM 511.0.5 Williams. TOOCAL MALL F„ CNEOONMINALS =maw /�w/��y��=�.. 61/;;�RNFIN&ASSOCIATES, INC. ' 1N 1"""M""� 'M' 1444414417 0,17100 WALE: NONE &XX5•RAW6, WYATNO 0MWYb. 8RO1ap05111 (4075.11124074 8MTAND067 CODE: SIC REVISIONS DESCRIPTION BY OHK APPR 104 61.11.91.. 8(0751202 RIFFIN&ASSOCIATED, INC. RxKWPRIg00, NT'amDc (071202.3223 O 07111107 ISSUED FOR PERM1T, BID & CONSTRUCTOR RMR LBB CSB CONS'IWUCXIONA ENVIRONMENTAL DETAILS SS' CRATITOR0 78115 GATIIERSNG PIPELINE PROLTECT FOA dARGA7$,PWG 1WIIJJAMSPRODUCI7ON 1ATT COMPANY PARACHUEC COLORADO SOLE AB SHOWN JOB No.: 14416 DRG-DTLO6.1'66 O1IRFIELO COUNTY, COLORADO 1 6056 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Tab 3- Project Overview- Crawford Trail Gathering Pipeline July 16, 2007 Mr. Fred Jarman Director Garfield County Building and Planning Department 108 8th Street, 4`h Floor Glenwood Springs, CO 81601 Dear Mr. Jarman, Please consider this binder our application for a Development Plan Review for Right -of - Way for the Bargath, Inc. Crawford Trail Gathering Pipeline. Project Overview Bargath, Inc. has prepared the attached materials with the intent to receive permits necessary to construct a natural gas pipeline gathering system consisting of about 16.95 miles of new 20 -inch -diameter pipeline and the Crawford Trail Compressor Station in Garfield County, Colorado. Bargath, Inc. is a pipeline gathering company affiliated with Williams Production RMT Company (WPRMT). The 20 -inch Pipeline Expansion Project is being proposed to increase the capacity of the Bargath Gas Gathering System to meet the demand of the Piceance Basin well drilling program. The expansion design calls for addition of new sections of pipeline as well as one new Compression and Dehydration Facilities (Crawford Trail Compressor Station). The following design strategies were utilized: • Size the pipelines for the maximum forecasted future volumes so that future disturbances are minimized • Minimize the footprint of the new Compression / Dehydration facilities by concentrating horsepower in fewer facilities • Minimize air emissions and emission points by purchasing larger, more efficient machines and minimizing the overall number of condensate tanks in the field Page 1 of 4 • Minimize addition of lease roads and truck traffic by concentrating tank batteries in fewer locations. • Minimize the visual disturbance by building fewer overall facilities. The proposed pipeline segments will provide the needed gas -carrying capacity to move natural gas from the wells to the processing facilities. The pipelines will be much larger than those currently in use and will carry more gas for every horsepower of compression. These new pipeline segments are necessary to increase the capacity of the gas gathering system to match the deliveries from new wells. The proposed Crawford Trail Compressor Station provides the horsepower and processes to dry the gas and compress it into the expanded pipeline. The footprint of the facility has been sized to provide space for additional horsepower and dehydration capacity in future years. The facility will start with two (2) 3400HP compression units and one (1) dehydration system with a capacity of 80 MMSCFD in 2007. The infrastructure of the facilities is designed to accommodate two (2) more identical compression units and one (1) more dehydration system per site, for a built -out capacity of 160 MMSCFD per site. These future expansions will occur over the next six (6) years. Project Description - The proposed gathering system will begin with a central gathering point at the far North end of the project, tie into several field gas receipt points along the project route, connect to the inlet and outlet of the new Crawford Trail Compressor Station and finish at the far South end with a connection to the existing 30" Bargath Gathering Pipeline. Gathered gas delivered to the 30" Bargath Gathering Pipeline will be delivered to Parachute Creek Gas Plan I, II and III facilities for processing and eventual delivery to energy consumers. Pipeline construction will primarily consist of typical trench and bury installation methods. At special road, irrigation ditch and other crossings, alternate installation methods including horizontal boring, flumed ditch and other methods will likely be used. Above ground facilities contemplated for the project include pipe riser and valve assemblies for lateral connections, side tap valves, pig launcher/receivers and end tie-in facilities. Line markers and cathodic test lead risers will also be installed at regular intervals along the pipeline routes. Pipeline Right-of-way Length and Widths - The total project right-of-way length is approximately 89,543 lineal feet (16.95 miles) all being 20" diameter pipe. About 3,819 lineal feet (0.72 miles) will be on Federal lands and the remainder of 85,724 lineal feet (16.23 miles) will be on fee lands comprised of four (4) different owners. As per the Garfield County Zoning Resolution section 9.07, "Development Plan Review for Pipeline Right -of -Way", Bargath, Inc. is required to apply for a Development Plan Review for Right -of -Way because the proposed pipeline is "greater than 12" in diameter and over two miles in length or any pipeline more than 5 miles in length". The proposed pipeline exceeds both of these threshholds. Page 2 of 4 The sizing of the 20" line is of larger diameter to aid in keeping pace with the projected production curve and to reduce the need for future pipelines in the same location. We have located the new 20" line largely, in existing, disturbed right-of-way to limit surface disturbance to previously disturbed areas. The design and construction of the pipeline system will be in accordance with applicable regulations, recognized industry codes and the normal and customary practice for this type of facility. These regulations and codes include the latest accepted editions of 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards and ASME B31.8 Gas Transmission and Distribution Piping Systems. Maximum operating pressure, pipe material specifications, basic construction requirements and other such design factors for the project are listed below: Design maximum operating pressure: Variable- See Cover Sheet Tab 2 Project line pipe 20.000" OD x 0.500" WT x API -5L X-60/65 20.000" OD x 0.281" WT x API -5L X-70 20.000" OD x 0.312" WT x API -5L X-70 Pipe coating, road bore rough handling installation: Abrasion resistant overlay (ARO) nominal 45 mil over nominal 8 mil TF-FBE. Valve and flange rating: Variable- See Cover Sheet Tab 2 Pipe coating, typical installation: Nominal 15 mil thin film -fusion bonded epoxy factory applied (TF-FBE). Pipe coating, road bore rough handling installation: Abrasion resistant overlay (ARO) nominal 45 mil over nominal 8 mil TF-FBE. Pipe coating, fabricated assembly installation: Bare metal pipe provided for fabrication. Below grade installation primer coated and tape wrapped. Above grade installation spray painted with epoxy based paint. Minimum pipe cover in trench: 1'-6" for rock areas 2'-6" for general areas 4'-0" for cultivated and industrial activity areas 5'-0" for road crossings 7'-0" for drainage and canal crossings Trench dimensions: Width: Pipe OD + 1'-2" minimum Pipe OD + 3'-0" Maximum Depth: Min Cover + Pipe OD + 0'-6" NOTE: for trenches greater than 5'-0" total depth, conditions shall be inspected by a qualified person and appropriate slope stability measures implemented as required for safety. This may include sloping, shoring and bracing trench walls as directed by the qualified person. Pipeline product: Field grade semi -wet natural gas, flammable, non-toxic. Operating temperature: Nominal 60° F, Typical range 40°F to 90°F, Maximum design temperature coatings 120°F Maximum design temperature pipe, valves & fittings 250°F Page 3 of 4 Please contact me with any questions. ncerely, Philip B. Vaugha President PVCMI Page 4 of 4 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Crawford Trail Gathering Pipeline Submittal Item Tab 4- Diagram showing adjacent properties and the approximate location of buildings and their uses within a distance of 350 feet of any proposed structure, facility or area to be disturbed. 9.07.04 (3) There are no buildings within 350 feet of the proposed pipeline. Please see details and alignment attached in tab 2- Vicinity Map 9.07.04 (1). Please contact me with any questions. Sincerely, Philip B. aughan President PVCMI Page 1 of 1 PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Crawford Trail Gathering Pipeline Submittal Item Tab 5- Evidence of surface owner notification and of surface agreements 9.07.04 (4) Please find attached copies of the following surface agreements: 1. Pipeline Easement Agreement -Chevron U.S.A., Inc./ Bargath, Inc. dated July 13, 2007. 2. Easement and Right -of -Way Agreement- Oxy USA WTP LP/ Bargath, Inc. dated June 1, 2007 3. Easement and Right -of -Way Agreement- Puckett Land Co./Bargath, Inc. dated June 1, 2007. 4. Compressor Station/Plant Site Lease and Agreement (Crawford Trail Compressor Facility Site)- Puckett Land Co./Bargath, Inc. dated 6/18/07. 5. The Bureau of Land Management property has had the Department of Interior Standard Form 299 "Application for Transportation and Utility Systems and Facilities on Federal Lands" submitted. This agreement has not been executed by the Dept. of Interior to date. A copy of this document will be submitted to Garfield County after execution of the document. 6. Grant of Easement- Williams Production RMT Co./Bargath, Inc. dated April 25, 2007. These agreements cover all of the easements and right-of-way necessary for installation of the entire pipeline. Please contact me with any questions. Sincerely, Philip B. Vaughan President PVCMI Page 1 of 1 PIPELINE EASEMENT AGREEMENT STATE OF COLORADO § COUNTY OF GARFIELD § THIS PIPELINE EASEMENT AGREEMENT, made this j day 0f July, 2007, between Chevron Shale Oil Company, a division of Chevron USA. Inc, a PennsylVania corporation, with offices at 11111 S. WilonstDr.,,Houston, Texas 77099, hereinafter rvignette as "GRANTOR" and Williams Production RMT Company, a Delaware corporation, with offices at 1515 Arapahoe St. Tower 3, Suite 1000, Denver, CO, 80202, hereinafter referred to as "GRANTEE." WITNESSETH: WHEREAS, GRANTOR is the owner of certain real property in Garfield County, Colorado; and WHEREAS, GRANTOR desires to grant and GRANTEE desires to acquire certain rights in a portion of said real property; NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. GRANT OI+' EASEMENT. GRANTOR hereby grants to GRANTEE, subject to .the terms and conditions hereof, the following easement: A. A non-exclusive pipeline tight -of -way in certain parcels situated in Sections 16,. 15, 22, 23, 26 & 35 in T5S 1197 W and in Sections 20 & 29, T6S 96W of the 6th P.M., Gatfbld County, Colorado and is mom particularly described in Exhibit "A", which is attaehed:to this Agreement. This right-of-way is thirty feet (30').inssfdth, the centerline of said right of--wayy being situated directly over the proposed pipeline right -away as further detailed in Exhibit "A", for the sole purpose of laying, constructing, operating, inspecting, maintaining, npalrin& replacing, and removing ono twenty inch (20") pipeline; (with' valves, meters, ftlags,appliances, and related facilities), for the transportation of natural gas and associated liquids and gases hereinafter referred to as "thepipeline", over and through the land described ht Exhibit"N' hereof, hereinafter referred to as the "Easement- Area," in Garfield County, Colorado, In addition, the easement includes a six inch (6") water line to be laid alongside the twenty inch pipeline in Sections 20 & 29, T6S It96W and la fbut inch (4") water line to be laid alongside the twenty inch pipeline in Sections 16, 15, 22, 23, 26 & 35 In T5S,14.97W. The rights granted herein do not include the right to explore 1br'or produce oil, gas or other minerals, and does not include agricultural, farming, ranching or hunting rights. luring the period of initial pipeline construction, GRANTEE shall have the right: to use an additional strip oflaud twenty (20) feet in width along and on either side of the easement and right of way described in this paragraph except where Grantee's activities will interfere with irrigation ditches, streatne, or creeks. If GRANTEE kbits to complete consttuction:of its pipelines in the right-of-way: granted herein within six (6) months from the date of this Agreement, this Agreement will terminate immediately. 1 GRANTEE shall provide GRANTOR an as built survey of the, pipelines as constructed in GRANTOR's Easement within two (2) months of completing construction in GRANTOR's Easement. B. GRANTEE shall have the right of ingress and egress in, on, over, across and through the Easement Area for any and all purposes necessary to the exercise by GRANTEE of the rights and right-of-ways granted herein. C. GRANTOR reserves the right for itself or its assignees toexplore for, mine, and remove oil shale, oil and gas, ores and other minerals in, on or under. the Easement Ares. D. This Agreement is made subject to all existing easements, dghthofwway,lieenses,, leases and other agreements affecting the surface :or subsurface df the Easement Area and GRANTOR further reserves the right to grant other: easements to third parties tocross over or under this easement and right -of ways.. Ol ANTEE is msponsiblefor obtaining any necessary third party consents prior to conducting activities on the Easement Area pursuant to this Agreement. E. GRANTOR makes no warranties or representations concerning the title to the Easement Area. 2. COVENANT THAT OPERATION OF EASEMENT NOT INTERFERE WITII SERVIENT TENEMENT. A. GRANTEE agrees to maintain and operate the easement hereingranted in such manner that the operation thereof will in no way tinder or prevent the use and enjoyment of GRANTOR's adjoining property, including use thereof for exploration, ruining, oil shale development, oil and gas development, farming, ranching and land development. B. GRANTEE shall have no right to locate any permanent surface installation on any part of the Easement Area without the prior written: approvalof GRANTOR, which approval is separatefrom and in addition to any rights °granted -in this Pipeline= Easement Agreement, C. GRANTEE agrees to remove top -soil from the Easement Area separately from other material removed by GRANTEE In connection with Its activities on the Easement Area, and to replace such topsoil on.conipletion.of any suoh activity: GRANTEE further agrees to insure that the Easement Area shall be len free of any large stones, boles, or piles of dirt which would interfere with fanning, ranching and/or other operations thereon, Ail stones, brush and debris uncovered on, removed from or deAosited on ORANTOR's lands as the result of activities permitted hereunder shall be disposed of at GRANTOR'S direction. Except as otherwise provided herein, all areas disturbed as the result of activities permitted hereunder, within three months of installing pipe into the Easement shall be reclaimed to original condition or as near thereto as practicable, which shall include reseeding with seed mixes approved by GRANTOR or GRANTOR's agricultural lessee(s). GRANTEE shall continue to reseed and cultivate until successfully reestablishing self sustaining vegetation, Reseeded areas shall •bepropedy mulched except in pastures and hay fields. GRANTEE shell spray all areas affected by construction to control noxious weedsfor a period of no less than three growing seasons following the installation of pipe. D. GRANTEE agrees to replace or rebuild, to the Wished= of GRANTOR; any and all parts of any road or any drainage or irtigatton-systan or other improvemeptthatmay be damaged in connection with GRANT'EE's activities conducted pursuant to this Agreement. Upon completion of any pipeline` construction, replacement substitution, relocation, or removal activities permitted hereunder, GRANTEE shall glade all pennant= roads on GRANTOR's lands which were used in connection with said; activities. E. GRANTEE shall have the right to cross fences on the adjoining property of GRANTOR whenever such crossing shall bereasonably necessary in conducting activities permitted under this Agreement GRANTEE shalt'; maintain; a properenelosuto at all times and shall restore such fences to a condition equal to or better than their condition prior to such crossing as promptly as possibleprovided, however, that GRANTEE: shall not be responsible for 2 a lack of proper enclosure or for restoration of fencing if caused by someone other than GRANTEE, its employees, agents, contractors, subcontractors, or invitees, F. GRANTOR reserves the right to fence the whole or any part of the boundaries of the right-of-way, and the right to build fences crossing such easement G. GRANTEE shall bury its pipeline and subsurface facilities to provide a minimum of thirty-six (36) inches between the topof the pipelines and facilities and the ground level except in those areas where rock is encatnotere4 that wouldotherwise require blasting, in which case, the facilities shall be buried a minimum of eighteen (18) inches below the ground surface. 11. Except as otherwise provided Wein, GRANTEE shall properly backfill and compact disturbed ground, excavated pipeline frenches, and other excavations in cow ationwith its activities on the Easement Area. Compaction of dlstutbed areas in bay _fields and pastures shall be accomplished using hydro.eampabtlon methods followed by replacement of topsoil, free of stones and other debris. b nmediately upon cotyledon of any activity performed wader this Agreement, GRANTEE shall repair damage to open dvigatiar and drainage ditches by using proper mechanical ditch channel compaction methods and by reestablishing se -disturbance grades and Towlines. All culverts and buried irrigation system pipelines damaged by the activities permitted hereunder shall be replaced by GRANTEE immallately upon completion of the activity. L GRANTEE shall have the ongoing responsibility of assuring that irrigation systems damaged by the activities permitted: hereunder me restored to their proper operating condition and that areas of settling and slumping in GRANTORis Bolds and pastures, caused by the activities permitted hereunder, are permanently natural to field grade. 1. Except as otherwise provided herein, GRANTEE shall maintain current as -built drawings for the pipeline and all of its stuface and subsurface facilities located within the Easement Area and shall provide GRANTOR with copies of such drawings each time they are updated. K GRANTEE shall take all necessary precautions, in conducting its activities under this Agreement, to prevent brush and grass fires. 3. TERM OF AGREEMENT. Unless terminated or canceled prior thereto in the manner provided for herein, the term of ibis Agreement shall be a period of one (1) year from the effective date hereof, and shall continue solOng as GRANTEE continues to use and maintain the pipeline and associated fitbilties in the Easement Area without interruption for mom than one hundred eighty (180) consecutive days, at which time GRANTOR will have the option of terminating this Agreement as provided inParagraph 911. 4. PAYMENTS. GRANTEE shall pay to GRANTOR a payment in the amount of " dollars i ) upon execution of this agreement. Air annual payment, es hereinafter described, rival be male by GRANTEE to GRANTOR On or before each anniversary date ofthis Agreement, at the address first set forth below in this Section 4. The first of such annual payments shall be in the amount of . _ dollars ( ). Said annual.payment shall thereafter increase by patent 1 -)'each year. No payment shall be deemed made by GRANTEE under this Agreement undI the Correct amount due is actually received by GRANTOR All payments to GRANTOR 6rnam&r shall: be made by 0RANTEE's check, nailed postage prepaid, to GRANTOR at Chevron Shale Oil Cmc, p0 Box 840659, Dallas, TX 75284-0659, which shall continue as the depository farpaymmis hereunder regardless ofdmnges in ownasbip of the Easement Area, until such time as Gra*..is notified, in writing, of achange of corporate nave, identity and/or address of GRAMM. Said payment shall,refuance this Agreement's QLS number as found at the top of page one of this Agreement 3 S. USE OF EASEMENT AREA. A. Ail activities; permitted. under this Agreement shall be performed and conducted in a careful, safe, and worlannalika manner, and in such marmot as will not interfere with GRANTOR's and GRANTOR's lessees', licensees', aadlpemiiteea' exploration, mining, oil shale, oil and gas, farming, ranching, land development and/or Other operations on other lands in the vicinity of the Easement Area. Prior to exercising enytJghts granted hereunder, GRANTEE shall give notice of GRANTEE's planned constntction`:activities to all persons holding any rights, licenses, permits, easements or leases to use the surface of the Easement Area and lands used for access thereto. B. All activities permitted pursuant m this Agreement: shall be performed by or under the direction of GRANTEE, and GRANTEE gall not permit,, unless otherwise authorized by GRANTOR, public easements, public facilities, Or public roads over or under the Easement Area. C. GRANTEE shall keep the pipeline and associated' facilities in a good, and safe condition and, after doing any work which disturbs the surfaceof the • Easement Area, GRANTEE shall restore the surface of the Easement Area to as good a .condition as existed prior to such work. O. Notwithstanding that GRANTEE to have obtained GRANTOR's approval under this Agreement to make various uses of the Easement Area; GRANTEE'S operations shall besubordinate to GRANTOR's right to conduct shale pil operations on the Easement Area at any time in the future. If GRANTOR determines in its reasonable discretion that ORANTEE's operations will interfere with GRANTOR'S shale ell operationl4 QRANTBE agrees to change, cease or relocate its operations in order to eliminate: the interference. Costs incurred prior to January 1, 2018 in commotion with the relocation of"GRANTl3E's pipeline, valve terminals, gathering systems and other related faunitles ie order to eliminate interference shall be borne by GRANTOR Enactive January 1, 2018 anti thereafer, GRANTEE agrees to change, cease or relocate its operations at its solo tisk and cost, in order to eliminate any interference and GRANTOR shall have no obligation to compensate GRANTEE: for lost ptoduedon or for the costs and expenses of relocating or ceasing opdrations resulting from suck elimination of interference. 6. INDEMNIFICATION. GRANTEE, AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD GRANTOR AND ALL • OF GRANTOR'S, ANIMATED AND PARENT AND SUBSIDIARY COMPANIES, JOINT VENTURERS AND PARTNERS, AND ALL OF THE AFORESAID lacu UC.4' cements, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, INVITEES AND INSURERS (“INDEMNITEES") HARMLESS, FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, DAMAGE, INJURY, COSTS (INCLUDING ATTORNEY FEES), EXPENSES, FINES, CLAIMS, DEMANDS AND CAUSES OF ACTION. ARISING OUT OF, Oft IN ANY WAY CONNECTED WITH GRANTEE'S ACTIVITIES OR OPERATIONS UNDER THIS AGREEMENT, FOR INJURY TO OR ILLNESS OR, DEATH OF ANY PERSON (INCLUDING BUT NOT LDVIITED TO AN INDEMNITEE OR AN EMPLOYEE OR AGENT OF GRANTEE OR GRANTEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY THIRD PARTY)' OR FOR LOSS OF OR DAMAGE TO PROPERTY (INCLUDING BUT NOTLIMITER TO -PROPERTY OF INDEMNITEES, GRANTEE, GRANTEE'S CONTRACTORS OR`SURCONTRACTORs 011 ANY THIRD PARTY) OR FOR VIOLATION OF ANY FEDERAL, STATE OR LOCAL LAWS. RULES, REGULATIONS, MW ORDERS 1NC1LIIDING BUT. NOT LIMITED TO CERCLA AND RCRA, SUCH 31!IEMNITtSi 1L A'PLY'EVEN IN THE EVENT OF AN INDEM.NITJF'S Ow& putia 1appik UEMLTGENCE ,I i SOI E,.COMPARATIVE, CO I: ' UTOR`y..� ei i .�' , t AC rI E. Olt PASSIVE, AID REGARDLESS s F :14 b t :`- 1' 42 :: e s U :to uy /IS IMIt0SED"OR SOUGHT 0 : ' I., r • : 1 O h ®\I. a . ' u a , a 1 .. 15 tel' , kik))) t THIS INDEMNITY SHALL NOT APPLY TO THE EXTENT THAT IT IS VOID OR OTHERWISE UNENFORCEABLE UNDER APPI ICABI.E LAW. 4 7. GRANTEE INSURANCE REQUIREMENT. Without in any way limiting ORANTEE's liability under this GRANTEE shall maintain, • during the tern of this Agreement, the following insurance with companies and onterms satisfactory to GRANTOR: A. Worker's Compensation end Employers! Liability Insurance as prescribed by applicable law. The limit of liability • for Employers' Liability Insurance shall not be less than $1,000,000 per occurrence.. B. Comprehensive or Commercial General Liability ISumen= (Bodily Injury and Property Damage), including the following supplementary. coverages: Contractual Liability to cover liability assumed by GRANTEE under :this Agreement; Product and Completed Operations Liability Insuranc ; Broad Form Property Damage Liability Insurance; and coverage for Explosion, Collapse andUnderground Rads. The limit of liability for such insurance shall not be less than$I,O00;000 per occurrence. C. Automobile Bodily Injury and Property Damage Liability Insurance. Such insurance shall extend to owned, non -owned and hired automobiles used in the performance of this Agreement The limits of iiability of such insurance shall not be less than $1,000,000 per person/ $1,000,000 per cecurrmrce for bodily injury and $1,000,000 per occurrence for property damage. The insurance spoeifled in this Seodon.Seven: shall contain a waiver of subrogation in favor of Indemnitees, and shall name GRANTOR, as an additional thawed with respect to the activities performed pursuant to this Agreement: In addition, said insurance shall include a requirement that the insurer provide GRANTOR with 30 -days' written notice prior to the effective date of any cancellation or material change of the insurance. PRIOR TO HAVING ANY RIGST TO ACCESS THE LANDS SUBJECT HERETO OR EXERCISING ANY OF THE HIGHTS GRANTED IN THIS AGREEMENT, GRANTEE MUST FURNISH GRANTOR WITH COPIES OF THE INSURANCE POLICIES OR CERTIFICATES, OF SAID: INSURANCE PROVIDING THE COVERAGES AND' ENDORSEMENTS RE u t ' jHEREIN. All insurance policies or certificates of insurance provided to GRANTOR shall be in a form acceptable to GRANTOR, shall referencethis Agreement's QI S'number as found at the topof page one of this Agreement and shall be provided to GBANI'OR:prior to GRANTEE exercising any of the rights ;granted herein. 8. TAXES, LIENS AND ENCUMBRANCES, GRANTEE nagrees to pay promptly and before delinquency all taxes and asaesattenta levied or assessed upon or against the Easement Area during the term hereof,by reason oZ or resulting from GRANTEE's,actitades under this Agreement In relation to the pipelines and associated facilities, and to reimburse GRANTOR for any increase in taxes paid by GRANTOR resulting from the value of such pipelines and associated facilities, whether or not separately assessed. GRANTEE shall pay all taxes levied or assessed upon or against GRAN'TEE'Spipelines and associated facilities and operations on the Easement Area, 9. TERMINATION. A. In the event of any dethult by GRANTEE in its obligations hereunder, GRANTOR may deliver to GRANTEE written notice specifying the default. If the .default remains uncorrected for a period of thirty (30) days after delivery of the notice, this Agreement shall then tetroinate subject to the provisions hetti concerning site reclamation and facility removal and subject to liabilities monied prior termination. GRANTOR'S right to terminate this Agreement when GRANTEE has not corrected a delimit within thirty (30) days, shall be a continuing right of GRANTOR ib: the life of this Agreement If this Agreement is terminated trader this provision, saidtermination shell be effbctive the date the :lodge of same Is placed in the mail addressed to GRANTER: 5 13. If, at any time after GRANTEE begins construction of the pipelines, GRANTEE fails to use the Easement AIM ;cr any part thereof for the purposes provided hereunder for more than one hundred eighty (180) consecutive days, GRANTOR may terminate this Agreement as to those parts of the Easement Area no longer utod as above, by written notice to GRANTEE, subject to the provisions herein concerning site reclamation andfacility removal and subject to liabilities accrued prior t0 termination. At such time as GRANTEE has reached the one hundred and eighty (180) day threshold, GRANTEE must deliver notice of the nonuse to GRANTOR within ane (1) month of said threshold date: If GRANTEE fails to deliver said notice of nonuse to GRANTOR within the specified one (1) month time period, then this Agreement shalt automatically terminate. C. Upon any termination of this Agreement as to all or any part of the Easement Area, and unless otherwise approved by GRANTOR GRANTEE shall dig up and remove its pipelines and associated facilities, GitANTEE shall.baye a period of six (6)..montbs from and after the effective date of termination in whlch to remove the pipelines and all of its associated. facilities from the Easement Area or from thepart thereof as to winch the termination applies. Upon such removal, GRANTEE shall place the Easement Area in a neat, safe and orderly condition. D. Upon termination of the.rights herein given, GRANTEE shall execute and deliver to GRANTOR, within thirty (30) days after written demand therefore, a good and sufficient quit claim deed to all interest of GRANTEE in the Easement Area so terminated. Siwuld GRANTEE fail or refuse to deliver to GRANTOR such, quitclaim deed, or if GRANTOR after a good faith effort to locate GRANTEE is unable to locate431tANTEE, then a wxitten notice by GRANTOR, duly recorded, reciting the failure or refusal of GRANTEE to execute and deliver said quit claim deed, or inability to locate GRANTEE, as herein provided, shall after ten (10) days from the date of recordationof said notice, be conclusive, evidence against GRANTEE and all persons claiming under GRANTEE of the termination of this Agreement or a portion thereof and all interest of GRANTEE heteunder as to that portion, subject to GRANTEE's obligationto remove its property within s (6) months of such temtivation. E. Termination shall not operate to extinguish any obligations of GRANTEE which have accrued at the time of termination, or whfeh'accrue hereunder upon termination. 10. TRANSFER OF INTEREST. The rights granted to GRANTEE under this Agreement shall not be assigned or otherwise ttansfblred without the prior written consent of GRANTOR. Subject to the foregoing, all of the terms, covenants, and conditions of this Agreement shall be.bindiug upon the successors and assigns of the parties. 11. WAIVER CLAUSE. The failure of either party to enforce, at any time, any of the provisions of this Agreement, or to exercise any option which is herein provided, or to require at any time, performance by the other party of any of the provisions bereot shall in no way be construed to be a waiver of such provition, nor in aoy way affect the validity of this Agreement or any part thereof, or the right of a party to thereafter enforce each and every such provision. 12. APPLICABLE LAW. This Agreement and the exhibits hereto shall be governed as to validity, enforcement, construction, effect, and in all other respects, by Ibe law of the State of Colorado, and its courts shall have jurisdiction to enforce this Agreement. 13. ATTORNEYS' FEES. in the event 0f a default byeither: party in the performanee of its duties, the court with the proper jurisdiction to resolve the dispute shall award reasonable attorney fees and costs to the sueeeSsfhl parry or in such other manner es the count deems appropriate. 14. NOTICES. Any notices required or permitted under this Agreement shall be given in writing. The notice shall be served either personally or by registered or certified mail with return receipt requested. Service shall be etSeilva Whenreceived All notices hereunder shall be directed to the addresses set forth below or such substitute address or addresses as provided to the parties at least thirty (30) days in advance of any notice: Present addresses to which notices shall be sent in accordance with the provisions of this section are: 6 GRANTOR; Chevron Shale Oil Company' Attn: Manager, Shale Oil Development 11111 S. Wilcrcatih. Houston, TX 77099 GRANTEE; Williams Production MT Company Attn: Land Manager 1,515 Arapahoe St. Tower 3, Suite 1000 Denver CO, 80202 15. CONFLICT OF INTEREST. No director, employee,or agent of either party will give to or receive from any director, employee, or agent of the other party any commission, fee, rebate, gift, or entertainment of Significant cost or value in connection with this Agreement. During this term of this Agreement and for 2 years, thereafter, any mutually agreeable representatives authorized by either party may audit the applicable records of the other party solely for the purpose of determining whether there has been compliance with This paragraph. The provisions of this paragraph will survive termination of this Agreement. IN WITNESS WHEREOF, the patdes have executed this Agreement as of the day and year fust written above. Chevron Shale Oil. Company, a division of Chevron U.S.A. Inc. Its: Attorney -in -Fact STATE OF TEXAS COUNTY OF HARRIS Williams Produodon RMT Company The fo egoin,SE,m�s ant was acknowledged before me this L day of July 2007 by (� t f t asAttomeyyin-Fact: for Chevron U.S.A. Inc. My Commission Exp 5-3106 Notary Pohl' STATE OF COLORADO § COUNTY OF DENVER § LUISA GAMING `ps NOTARY Male. ,TATEOF TEXAS MY COMMISSION EXPIRES MAY 30, 2008 The foregoing immanent was aeknowipdged before me this i.I_ day of,July,.2007by V \ k...+ CAY-t as Ci c.\ c\ LOh ci An r of Williams Production RMT Company. ROBERTA ROWE My Commission Expires: 1 1 - (4 - 1q NOTARY PUBLIr o._ STATE OF COLOR Notary Public \Ch igCommission Expires 1+..,:vv 7 EXHIBIT (! of ) Atteohed to and made a part of that certain (Brent of Easement dated by and between Chevron USA Ino. and !WOW Inc: SECTION 16, TOWNSS(P'S SOVVI I GEr,97'WEsor of me am paGAHFIEI D'COM ; COLORADO' SCATS 1 = 1000' nalR•OW WASFee; 600' 0 1000' 25 Let 26' R(*ofCaritw w. $t,02840Fes1 192900.R8dg5 1*53OAaes.. STA7 Elft&EilrJ1WfJYIDRT 8Rl4NL.FOR8EB'87A,7Re$t60Y00pJPAf 0NARE0I87ERE0 011108UTY0YORSAaovrDBJY"aiRGImWa 7V MNREA• PRELIM ARYSURVEYi0FTNE0ENTNfLWECfAFIFELWE RIGH ,QF4VAYA3 OE$CReEOAND N"i0t1'N(NSTNIS ATAE TN4TTWESVRt'EYQF&llD WORK NOTES! d 6; 4 � ,.' i :4='� 1 (00nA(N 1 APTSUCNBURVEYIO ,LEGEND +FOUND MONUMENT • FOUND MONUMENT PROPERTY "j("' SECTION CORNER OR OTHER CORNER 0 FOUND MONUMENT • CALCULATED OR A 1/4 OR 1/18 CORNER PROJECTEDCORNER 1.) ORAWING REFERENCED TO NAD27 DATUM SPCS COO. ALL DISTANCES SHOWN ARE GRID DISTANCES. 2) APPARENT LANDOWNER INFORMATION SHOWN HEREON EASED UPON GARFIELD COUNTYASSESBOR OFFICE PARCEL: MAP 12137 AND INTERNET RECORDS AS OF 4107108, MAF 02189 AND INTERNET RECORDS AS QF 1/111070.. MAP 12171 AND INTERNET RECORDS AS OF 12/07/08. na RIPEN & ASSOCIATE$, INC. 1414134 STRUM ROOKfeM100, WY6U01 PIIGNR(4071MOM D.R.O. JOE/ -14481) $ilI1GATHi/ViG CRAWFORD-TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. DRAWN SR KAP RATE:0012W APPROVED BY: i DATE: 14466.1200M CHECKED CHECKED BY: DATE: SCALE: 1' • l000 SHEET 1 OF 10 EXHIBIT4 (tot 13 ). Attached to and made a part of that certain Grant of Easement dated by end between Chevron USA Inc. and Bargath Inc. SECTION 16, TOWNSHIP 5SOUZA RANGE 97 WEST of the 6th P41!., GARFIELD COUNTY; COLORADO TSIIIIf Q1311M1 EKWY/L'ra/ tlal Fi's•tri iiif'kT1Sl R11111[11G14571211111FIEEISI QIIIIMI i3 llfl IIIIIIDELEflillEtkla MONE131 =MI Snratai Mil 01FielitSfllgal ®E#IY1-7-ifii rue ® nnaaortv�cz'a FJza L411111 1Ika L IMPIr-"tiiY"3AaECS EMAIMILTIMEDIE. =MN CESICIraFirrlidathal 14II6it'ti7 zall1 AIM itatrainita rasa ❑T IIELEMIT4 kR_lUEIONIZZIMIrp 11.1.1 E IERDI l (='"Kx11111 Malta -WEI/MUM b1.1•1 Lf3lElatkffi IES ERAIIREalaialilla Ea IKilITIEerzli #!EFS EITNECUrral Ma Ifl11061 'ill=0II1-; 21111 ®HELICI l DEINEValrkklE Y1ZIIi��E�G�',7yall iEnivpp(IYI{� all E �� AIMI trEall f'1aa2a VEIIII flail' FRE -12111 �Llgill��E iiMC.a�aillfEEL ll}�I 1WRIFFIN & ASSOCIATES, INC. 1414 WC STREET, ROCK SPRING% RT 62801 PHONE (307) 362-5028 D.R.D. JOB/ -1466 WISED: W/30/07 LIGNMENT CHANGE APPROVED et DATE: DRAWN eY: KPH DATE: 04/.12/07 BARGAIN INC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. CHECKED 9Y: I DATE: SCALE:' a 1000' 14466-ROWO1 SHEET 2 OF IS EXHIBIT11 ) Attached to and made a pert of Viet certoIn Grant of Eesement dated by and between Chevron USA Ina and,Bargath Ina., SECTION 15, TOWNS.►EIPSSOTI2*RgNGfl7_ T of the 611 P.l1L, Gr11RFIELEI COUNT#; COLORADO t,,a021.1t ARffua i Act F �BEx 2infi s—Gine` : LCL 47'2D 14 -4111Fratifr4. Rtgana&TAIThflIN ItitEaC[[ IZFtralll alis x + I< a93da' r jLgC.T.VittT _Mtn rale s . 11t rlif/l 61P Gia 64? ass SCALE r = 1000' 500' 0 1000' LEGEND _A. FOUND MONUMENT (! FOUND MONUMENrPROPERTY '''J'(' SECT/ONCORNER OR OTHER CORNER A FOUND MONUMENT • CALCULATED OR 1/4 OR 1/16 CORNER PROJECTED CORNER RIFFIN 8 ASSOCIATES ;INC. HPIELS$TREEr, ROOKOPRONG IWmIlPat PHONE (007J$1*JO a D.R.G. J0Ef--14406 REVISED: 0613010T IGNMENTCHHNGE KRH I (MTF: W120T I APPROVED SY: I DATE: DAVM BY: SARGATII INC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. CHECKED BY: I DATE: SCALE: 1'• 1000 NUNMMIt - 1448B-ROWO1 sHEEr SOF 10 EXHIOIT (4 of 13 ) Attached to and madea part of that certaIn Grant of Easement dated byandbet een Chevron USA Inc. and Barg§th Ina SECTION 22, TOWIVar✓S'SOIiT1 42 97WEST el the 6th P.M:, GARFCELI.? CO(INnr, ct'1.�uio 'OJ a Mill kiohai-V211141 V1/4 ARai!E3n;+n7L1�"�iHi e 9f.Kf1E7ti..-ta %s LYiar 61<ISxf�tA. MIt�� 8CA1.R 500' 0 1' m 1000' 10,00' LEGEND ..L FOUND MONUMENT • FOUND MONUMENT PROPERTY '"E' $ECITONCORNER OR OTHER CORNER rouNo MONUMENT 40 CALCULATED OR 114 OR 1110 CORNER PROJECTED. CORNER RIFFIN & ASSOCIATES, INC. 1414 ELK ROCK SPROKW, WV•901 PHONE (30713•4020 O.R.G. JOSE -14400 REVISER 0530107 UGNMEHT CHANGE DRAWN BY: KRH OATS: 04/12/07 APPROVED BY: 'DATE: 1 CHECKED BY: DATE: RARGAM CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. SCALE: 1.5100U timER14486-ROW1 SHEET 40E10 N EXHIBIT A (s? of f ) Attached to end made a part of that caAaln Qmnt of Easement dated - by and. between Chevron USA Ino. and Bernell) Int S.ECTION23, TOWN,4.Hll''SsOVTLl, !Asi 97ngSgT otthe *fib avian" COM* i;COLAFADO' SCALE 1' = 1000' 500' 0 1000' LEGEND FOUiawwNUMENT • FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER R FOUND MONUMENT • CALCULATED QR 114 OR 1/10 CORNER PROJECTED CORNER RIFFIN & ASSSOCIATES, INC. 1414 wrslnaJ ROOKSPMNC9, WY atDOT PHONHi90098241#0 D.R.C. JOBt-14466 RPVBED: CR90'07 AIJGNMENT CHANGE DRAWN BY: KPH DATE: 04/1707 APPROVED SY: BARGAINING CRAWFORD':TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. I DATE; CHOCKED WR DATE WALE; V' 1140` 14488-ROWO1 SHEET 6 OF 10 EXHIBIT (6) of I3 ) Atlached to and made a part of that certain Grant of Easement dated by and between Chevron USA Inc anq'Bettga$ SECTION24TIDWNS.OII'S•SO G F ,D jC01711 TrCOtolt D0 WWI N L SCAM 000' 0 1" s 1000' 1000' LEGEND pia FOUNIMONUMENT 1 FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER O FOUND MONUMENT • CALCULATED OR 1/4 ORME CORNER PROJECTED CORNER PHONE(sp7)an24018 DR.G JOBB-14466 REVISED: 0620(07 ALIGNMENT CHANGE DRAWN BY: NRH APPROVED BY: I PATE: DATE: 04!14107 BAR6S477111YG CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. CHECKED 6Y: DATE: SCALE; 1' • 1000' IXWMNO 14486FtOW01 SHEET 6 OP 10 EXHIBIT„ 11 (! of I3 ) Attached to and made a part of that:certain Grant'of Easement dated by: and between. Chevron USAJno, and Da/geth Ina AWOL 97-PYZ T acme 601 Fie, 6:Attie- G1F COIL ;COLORADO DO SCALE 600' 0 1' = 1000' 1000' LEGEND _A. POUND MONUMENT SECT/ONCORNER • FOUND MONUMENT PROPERTY OR OTHER CORNER. A FOUND MONUMENT • CALCULATED OR )( 1/4 OR 1/18 CORNER PROJECTED CORNER RIFFIN & ASSOCIATES/ lNO. t4l4ffWW,, ROON6PN/ND; WIDOW PNONEOfOr1800E01e D.R.C. JOE4 1448a ROMEO:05MM RONMERT GRANGE DRAM BY: ERR DATE: 0412i07 OVEO BY: J DATE: MRT71Nw CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDSOF CHEVRON USA INC. CHECKED BY: GATE: I BCALEF 1'• 10W 'mom 14466-ROW01 ISHEET 10F10 EXHIBIT I I (W ( of 13 ) Attached to and made a part of that certain OFapt at Easement dated by and'between Chevron USA Inc,' and Sargent Inca SECTIONS I4 15, 22, 24244#3 ,;TTQWW PW SSOM • BINGE 97 WEST Wit ab fl It �.1) COVJW7X COLOR.41kn E4SEMF TDE CRI,P,TION A 50.00 FOOT WIDE PERMANENT EASEMENT FOR PIPELINEPURPOSE$ACROS6 SECTIONS SECTIONS 10, 16, 22, 23,20 3.35,. TOWNSHIP 5 SOUTH, RANGE 97 WEST; of the 6 ' P,M„ GARFIELD OOWN, COLORADO1 SAID EASEMENT BEING 75.00 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: SECTION 1E16,654.66 FEET TOTAL) COMMENCING AT THE WEST QUARTER CORNER OF SAO SECTION .15, THENCE NORTH28'3731'EAST, 845.37 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 11.07'09" EAST, 15728 FEET: THENCE SOUTH05.01ro2' EAST, 213,21 FEET; - THENCE SOUTH 09'42'08• WEST, 291.80 FEET; THENCE SOUTH 05.5378' EAST, 233.08 FEET; THENCE SOUTH 59'06'01" EAST, 372.81 FEET; THENCE SOUTH 7I'08'54' EAST, 105,68 FEET; THENCE SOUTH 49'13ro7" EAST. 78.37 FEET THENCE SOUTH 39'59'I9" EAST. 270,38 FEET; THENCE 800111 49'2005" EAST, 23542 FRET; . , THENCE SOUTH 46'19'5" EAST, 273.18 FEET; THENCE SOUTH 08'18051 EAST, 70.32 FEET; THENCE SOUTH 53.15103° EAST, 77,92 FEET; THENCE SOUTH 38'48'08" EAST, 474,72 FEET: THENCE SOUTH 82.04'92"' EAST, 113.84 FEET; THENCE NORTH 78'35'20" EAST, 135.85 FEET; THENCE SOUTH 85'33'21" EAST, 76.75 FEET, THENCE SOUTH 31.42'49" EAST, 89.05 FEET; THENCE NORTH 87,15'35" EAST, 350.89 FEET; THENCE SOUTH 88'01'35" EAST, 149.38 FEET; THENCE SOUTH 67'6814' EAST, 100.54 FEET; THENCE NORTH 74.13'15' EAST, 86.55 PEST, THENCE SOUTH 63'1615' EAST, 45.27 FEET; THENCE SOUTH 65'42'22" EAST, 81,67 FEET; THENCE SOUTH 4v4v0r EAST, 203.96 FEET; THENCE SOUTH 25.19'07" EAST, 259.73 FEET; THENCE SOUTH 83'34'01' 6432",134.99 FEET; • THENCE SOUTH 73'23'53" EAST, 70.16 FEET; THENCE NORTH 77'05'02" EAST, 194.00 FEET; THENCE: SOUTH 85'47'52" EAST, 135.93 FEET; THENCE SOUTH 7894'36' EAST, 210.99 FEET; THENCE SOUTH 70'0221" EAST, 107.04 FEET; THENCE SOUTH 59'13'51' EAST, 198,10 FEET; THENCE SOUTH 73'-05'41" EAST, 100.41 P667; THENCE SOUTH 87'35'19" EAST.170.36 FEET; THENCE SOUTH 80.4044" EAST, 118,42 FEET; THENCE SOUTH 53'2017" EAST, 150.71 FEET; THENCE SOUTH 69'57'59" EAST, 58.19 FEET; THENCE SOUTH 79'3450" EAST, 153.23 FEET; THENCE SOUTH 59'53'02" EA8T,111.04 FEET; THENCE. SOUTH 38'34'63" EAST, 88.84 FEETTO A POINT ON THE EAST LINE OF SAID SECTION 16; SECTION 15 (4.312,76 FEET TOTAL) THENCE COTINUING INTO SECTION 15: THENCE SOUTH 39'34'53" EAST, 18.43 FEET; THENCE SOUTH 28'3052" EAST. 228.35 FEET; THENCE SOUTH 47'20'14" EAST, 79,23 FEET; THENCE NORTH 88'32"12" EAST, 59.62 FEET; THENCE NORTH 57'33'19' EA8T,188.74 FEET; THENCE NORTH 46'3023' EAST, 147.44 FEET; DESCRIPTION CONTINUES ON SHEET 9 OF 10 j�/��4��/�RIRFIN & ASSOCIATES, INC: 1414ELK U717EE7, ROOK8PR$NQ$ WY API PHONE 007)3024000 D.R.G. JOSH4486 REVISED: 05/00(07 AUGNMENT CHANGE DRAM BY: KRH APPROVED BY: I DATE: DATE 04112/07 */ARGUITH.INC. CRAWFORD TRAIL GATHERING PIPEUNE A PROPOSED PIPELINE. EASEMENT CROSSING LANDS OF CHEVRON•USA INC. CHECKED BY: DATE; SCALE: 1'.1000 14488 ROW01 SHEET op 10 EXHIBITA" { of 13 ) Attached to and made a part of that certain Grant of Easement dated by and between Chevron USA Inc. and Bargath Inc. SECTIONS 1415, 22, 23, 26&$5, TOWNS,9IP 5 SOUTH, RANGE 97 WEST, erne 6th PM.., CARFIELO COUNTY, COLORADO EASEMENTDESCRIPTION CONTINUED FROM SHEET 8 O 10 THENCE SOUTH 81°23'16" EAST, 327.05 FEET; THENCE NORTH 74'20'08" EAST. 358.79 FEET; THENCE NORTH 57'55'29" EAST, 286.23 FEET; THENCE NORTH 44°16'22" EAST, 137.84 FEET; THENCE NORTH 31°3236' EAST, 375.64 FEET; THENCE NORTH 37°51'13' EAST, 93.10 FEET; THENCE NORTH 46'28'31° EAST, 98.25 FEET; THENCE NORTH 49'14'65' EAST, 261.88 FEET; THENCE NORTH 89'54'45° EAST, 156,73 FEET; THENCE SOUTH 34°40'14' EAST, 95.35 FEET; THENCE SOUTH 34°07'46' EAST, 1404.19 FEET TO A POINT ON THE SOUTH UNE OF THE SDI:MEAST QUARTER OF SAID SECTION 15; SECTJON 22 (5,339,66 FEET TOTAL) THENCE CONTINUING INTO SECTION 22; THENCE SOUTH 34°07'46" EAST, 810.70 FEET; THENCE SOUTH 65°07'29" EAST, 370.84 FEET; THENCE SOUTH 34.16'21" EAST, 898.88 FEET: THENCE SOUTH 11°5114° EAST, 59.99 FEET, THENCE SOUTH 10'26'09" WEST, 722,82 FEET; 'THENCE SOUTH 08°1832" EAST, 1731.95 FEET; THENCE SOUTH 3995'37" EAST, 60,00 FEET; THENCE SOUTH 70°14'23' EAST, 60.00 FEET; THENCE NORTH 78°46'50" EAST, 024.88 PEET TO A POINT ON THE EAST LINE Of SAID SECTION 22; SECTION 23 (2 638,26 FEET TOTAL) THENCE CONTINUING INTO SECTION 23; THENCE NORTH 78'46'60" EAST, 159.28 FEET; THENCE SOUTH 84'24'16' EAST, 310.32 FEET; THENCE SOUTH 75'35'46' EAST. 504.51 FEET; THENCE SOUTH 40'46'11" EAST, 1228.52 FEET; THENCE SOUTH 42'49'09' EAST. 300.34 FEET; THENCE SOUTH 23'01'31' EAST. 135.29 FEET TO A POINT ON. THE SOUT UNE OF THE SOUTHWEST QUARTER OF SAID SECTION 23; SECTION 28 (7 359.38 FEET TOTAL) THENCE CONTINUING INTO SECTION 26: THENCE SOUTH 23°0V31' EAST, 195.54 FEET; THENCE SOUTH 09'39'10' EAST, 280.76 FEET; THENCE SOUTHO7°18'40" WEST, 590.76 FEET; THENCE SOUTH OB°4T57" WEST, 799,87 FEET; THENCE SOUTH 28'55'13" EAST. 214.57 FEET; THENCE SOUTH 57'14'00" EAST, 60.01 FEET; THENCE SOUTH 85'32'47' EAST, 1108.69 FEET; THENCE SOUTH 57°57'46° EA$T.1066,24 FEET; THENCE SOUTH 44'17'21' EAST, 1233.96 FEET; THENCE SOUTH 35'1 V16" EAST, 157.25 FEET; THENCE SOUTH 02'28'00" WEST. 1051,83 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 28; DESCRIPTION CONTINUES ON SHEET 10 OF 10 + 16 RIFFIN & ASSOCIATES, INC. 1414 ELK STREET ROCK SPRING$, WY 82001 PHONE 307)M -502S D,R.C. JON I-14466 REVISED: 05/3067 UQNMENT C e APPROVED BY: I DATE: BAR&4THINC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. DRAWN BY: KRH DATE: 01117)07 CHECKED BY: DATE: SCALE: 1' .1001Y NUA 14466•ROW01 SHEET SOF10 EXHIBIT A ( .dt/3 Attached to andmade a part of that certain Grantor Easement dated Chevron USA Inc. and Sargath Ina. by and between SECTIONS 16, 15, 22, 23, 26 & 38 TOWNSHIP 5 SOUTH, RANGE 97 WEST, of the 6th P.hf., GARFIELD COUNTY, COLORAIIO EASEMENTDESCRIPTLON CONTINUED FROM SHEET 9 OF 10 SECTION 35 (5,523.86 FEET TOTAL) THENCE CONTINUING INTO SECTION 35; THENCE SOUTH 02°28'00" WEST. 432.81 FEET; THENCE SOUTH 08°43'22" WEST, 1271.07 FEET: THENCE SOUTH 19'0504' west, 658.85 FEET; THENCE SOUTH 10'54'53" EAST, 104.14 FEET: THENCE SOUTH 04°0411" WEST, 672,34 FEET, THENCE SOUTH 07°44'03' WEST, 219,56 FEET; THENCE SOUTH 05'42'10' WEST, 355,72 FEET; THENCE SOUTH 28"66142' WEST, 260,12 FEET; THENCE SOUTH 22°31'30" WEST, 123.95 FEET, THENCE SOUTH 16'40'00' EAST, 406,32 FEET; THENCE SOUTH 25'38'11' EAST, 200,21 FEET; THENCE SOUTH 13902'49" EAST, 560.28 FEET; THENCE SOUTH 32°08'40' EAST, 341.49 FEET TO THE POINT OF TERMINUS ANDA POINT. ON THE SOUTH LINE OF SAID SECTION 35, SAID POINT EEIND NORTH 889328" WEST, 203.69 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 35. SAID EASEMENT IS 31,828.58 FEET IN LENGTH AND CONTAINS 36.634 ACRES, MORE OR LESS. 14FRIFFIN & ASSOCIATES, INC. 104 ELK STREET, ROCK SPRINGS, WY 82901 PHONE JON 5624028 D.R.C. JOB/ -14466 REVISED: 0600107 ALIGNMENT CRA DE APPROVED BY: II DATE. DRAWN B7: KITH DATE: 04/12107 RARGATTI'INC4 GRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. 0 CHECKED BY; DATE: SCALE; 1' 1000' 14466-ROW01 SHEET 10 OF 10 EXHIBIT A () o/, la) Attached to and made a pert of that. certain Grant of Easement dated Chevron USA Inc. and au,gadtleo, by and beRveen SECTION 24 wows '65011124'44' ArG'.IEn WESTofte 601 &ARF. D COW" COLORI DO rillMhtisLiA/halfitnill ft~L .11E3L Ltgialitt:fl_.Sarr MAIargiaiskin LCARLItligra KITS. Iea..raaaroms AcifETi(-, tar RitiarIENIAStaitnIn SCALE 1` a 1000' 500 0 1000' T SR -o -W LNd$ 60Amt TS LaR ht' ,REN0(CBnNMne. 40$4.01/ Fees 344:64 Rot. ABM Ades LEGEND A FOUND MONUMENT • FOUND MONUMENT PROPERTY SWOON CORNER OR OTHERCORNER A FOUND MONUMENT • CALCULATED OR J( 1/4 OR 1116 CORNER PROJECTED CORNER NOTE& 1.) DRAWING REFERENCED TO NAD27 DATUM -EPOS COC. ALL DISTANCES SHOWN ARE GRID DISTANCES. 24 APPARENT4ANOOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL MAP *2137 AND INTERNET RECORDS AS OF 4107100; MAP 02171AANNC) INTERRNETT RECORPSRDAS 0F UMW1 100. ST f TCHE NT OF SURVEYOR, MAN L IVRBES$TATESMEIBBYOCCUPATIONA REO'EIERED LNDEtlavd QREMPLOYEDBY MMRG4IHot TOMAKEA P EUW.m8YSURVSYUF'TFIECENIVRUNEOFA Wallis R',,ONr AYADEScRmEDANOSHOWNON TMS MMP NNITISA G aPS 1- UQE0 7F 4T VHESIRVEYOF&UO WORK SUPERVEIONANOAINNORT: 'ft 200T.'ANO DOE SUCH SURVEYIS UPON VMS *W' R4ONS R*fl R3 1 AJWS n DJL0. JOBS -1446B nFVAAFn: 46/31107 ISM ALIGNMENT DRAWN. BY: KnII OATSIn O1/OT APPROVED BY: 'DATE: j4 9�RBu Sc4iZf1NC CRAWFORI.TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT GROSSING LANDS OF CHEVRON USA INC. CHECKED BY: DATE: SCALE: I'•1000' fi 14486-ROW02 SHEET 10FS N EXHIBIT (l? Di„ 3 .) Attached to and made a part of that certain Grant of Easement dated by and between Chevron USA Inc. and Betgath Inc, SECTION 29, TPWNSECEPOSOUS AS 96WiSTafMe 6th P.M., GIRPIRLW covivr, , come/ay SCAM 1' = 1000' 600' 0 1000' LEGEND ERS lb RUQ EERRCORNNEE,RPaOP6RTY A FOUND MONUMENT • CALCULATED OR A 1140R 1/16 CORNER PROJECTED CORNER LW RIFFIN A ASSOCIATES, INC. 14101110Marrt ROM P /NG M'1001 PION t001)$$40:01 D.R.G. 406/-14400 REVISED: 04117(07 HANGED COMPNAME DRAWS BY: RAH DATE 0412/01 (APPROVED BY: I DATE: CHECKED DT: DATE: SCALE: 1•• 1000' RAR 4JUJNC CRAWFOROTRAIL. GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSINGLANDS OF CHEVRON USA INC. 14486.ROWO2 SHEET 2 OP 3 EXHIBIT (13', of 13 Attached to and made a part of that certain Grant of Easement dated ,. by between Chevron USA Inc. and Baryath SECTIONS 20.&29, TOWNNSW1TF 6SOM1A RANGE 96 WEST, of the 6th RM., GARFIELD COUNTY, COLORADO EASEMENTDESCREMON A 50.00 FOOT WIDE PERMANENT EASEMENT FOR PIPELINE PURPOSES ACROSS SECTIONS 20 8.29, TOWNSHIP SOUTH, RANGE 98 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, SAID EASEMENT BEING 25.00 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; SECTION 20 (2,423.48 FEET TOTAL) COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 20, THENCE SOUTH 22132'5? WEST, 3827.67 FEET TO THE POINT OF BEGINNING AND POINT ON OR NEAR THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20; THENCE SOUTH 78°47'55' EAST, 14,00 FEET, THENCE SOUTH 63'29'51" EAST, 71024 FEET; THENCE SOUTH 47°30'08" EAST, 172,89 FEET, THENCE SOUTH 18°28'57" EAST, 109.01 FEET; THENCE SOUTH 05°29'55' EAST, 226.38 FEET; THENCE SOUTH 16°28'55' EAST, 1136.09 FEET; THENCE SOUTH 21°24'01' EAST, 358.15 FEET; THENCE SOUTH 54'11'50' EAST, 160,60 FEET; THENCE SOUTH 25'15'59' EAST, 415.52. FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 20; SECTION 29 (3 261.51 FEET TOTAL) THENCE CONTINUING INTO SECTION 20; THENCE SOUTH 25'15'59' EAST, 163.66 FEET; THENCE SOUTH 21'07'03' EAST, 194.47 FEET; THENCE SOUTH 60°13'43' EAST, 187.40 FEET; THENCE SOUTH 15'13'43" EAST, 301.79 FEET; THENCE SOUTH 53'13'38' EAST, 182.15 FEET; THENCE SOUTH 34'02'58" EAST, 338.50 FEET; THENCE SOUTH 71'59'04" EAST. 350.28 FEET; THENCE SOUTH 21'08'29' EAST, 135.61 FEET; THENCE SOUTH 17°25'23' EAST, 177.90 FEET;. THENCE SOUTH 19'06'43' WEST, 397.85 FEET; THENCE SOUTH 09'03'14" EAST, 487.48 FEET; THENCE SOUTH 12°38'31" EAST, 348.41 FEET TO THE POINT OF TERMINUS AND A POINT OF OR NEAR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 29, SAID POINT BEING NORTH 25'35'40' WEST, 2997.76 FEET FROM THE SOUTHEAST SECTION CORNER OF SAID SECTION 29. SAID EASEMENT 15 5,684.99 FEET IN LENGTH AND CONTAINS 8.528. ACRES. MORE OR LESS, ,11€RIFFIN & ASSOCIATES, INC. 1414 ELK STREET ROCK SPRINGS, WY-02801 PHONEPHONE(3O7) 902.SCRS D.R.O. 4/314-14456 REVISED' 0301/01 REMSED MJ NIA -NT DRAWN BY: HRH DATE: 0412107 APPROVED BY: J DATE: BARGATTIINC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF CHEVRON USA INC. -CHEMED BY: DATE: SCALE: 1'+1000 14466•ROW02 SHEET 30F3 EASEMENT AND RIGHT-OF-WAY AGREEMENT THIS EASEMENT AND RIGHT-OF-WAY AGREEMENT (the "Agreement") is entered into and effective June 1, 2007, by and among OXY USA WTP LP, 5 Greenway Plaza, Suite 110, Houston, Texas 77046 ("Grantor"), WILLIAMS PRODUCTION RMT COMPANY, 1058 County Road 215, Parachute, CO 81635 ("Williams"), and BARGATH INC., c/o Williams Production RMT Company, 1058 County Road 215, Parachute, CO 81635 ("Grantee"). RECITALS A. Grantee desires to obtain a pipeline easement (the "Easement") for the purpose of constructing, maintaining and operating certain pipelines for the gathering and/or transportation of natural gas, other hydrocarbons, and water across the lands described in Exhibits "A-1, A-2, A-3, A-4, A-5, A-6, A-7 and A-8", attached to, and made a part of, this Agreement (the "Subject Lands"). B. Grantor desires to grant Grantee an easement and right-of-way pursuant to the terms of this Agreement. AGREEMENT In consideration of the foregoing recitals and the terms, covenants and conditions contained herein, Grantor, Williams and Grantee agree as follows: PIPELINE & ROAD ACCESS RIGHTS-OF-WAY: For Ten Dollars ($10.00) and other good and valuable consideration as is provided in that certain letter agreement between Grantor, Williams and Grantee dated June 1, 2007 (the "Letter Agreement"), Grantor does hereby grant to Grantee an easement and right-of-way to construct, lay, maintain, modify, operate, alter, replace and remove certain pipelines and related valves, regulators, meters, separators, purification equipment, fittings, appliances, and appurtenant facilities. The pipelines shall be used for the transportation and processing of natural gas, petroleum products, water or any other liquids, gases or substances which can be transported through a pipeline and for no other purpose. This Easement shall contain one 20 -inch gas pipeline and one 4 -inch water pipeline, in separate trenches, and shall be a total of fifty feet (50') in width, and will traverse the Subject Lands along the route shown in Exhibits "A-1, A-2, A-3, A-4, A-5, A-6, A-7 and A-8". In addition, the Grantee shall have the option for three years from the effective date hereof to lay one (1) additional 20 -inch gas pipeline within the Easement. No additional pipelines shall be laid within the Easement without express written consent from the Grantor. Grantee shall provide Grantor, at no cost to Grantor, a certified copy of all final surveys. Grantor grants to Grantee a thirty five foot (35') temporary construction right-of-way adjacent to the Easement. The temporary construction right-of-way granted herein shall only be in effect during construction of any pipeline pursuant to this Agreement. Except where Grantee's activities will interfere with roads, pipelines, Irrigation ditches, streams or creeks, Grantee shall bury all pipelines with a minimum of thirty-six inches (36") of soil from the top of any such pipeline to the normal surface of the ground. Grantee shall be permitted to cut all undergrowth and other obstructions that may injure, endanger or interfere with the use of 1 of the pipelines. Road access is granted under this right of way for the sole use by Grantee and its employees, contractors, sub -contractors, agents, and business invitees for the sole purpose to access the pipelines during construction and future maintenance and not as a thoroughfare to other properties. Grantor reserves the right to the full use and enjoyment of the Subject Lands. Such right reserved to the Grantor includes the conducting of its or its lessees'oil, gas and grazing operations, and Grantee agrees to coordinate post construction and maintenance operations with oil, gas and grazing operations except in the case of explosion, fire, flood or other sudden emergency. Grantee may take such steps and incur such expenses as in its opinion are required to deal with the emergency to safeguard life and property but Grantee, as promptly as possible, shall report the emergency to Grantor. Grantor reserves the right in its sole and absolute discretion to construct pipelines and/or roads on, over, across, under and/or through the Easement, and shall provide notice to Grantee prior to any such construction_ In no event shall the location of this Right -of -Way unreasonably interfere with use of the Subject Lands for commercial development of any kind, or oil, gas, oil shale or other development, and, upon Grantor's request and at Grantor's expense, Grantee shall accommodate Grantor by any means, which might include relocation of some or all of the pipelines; provided, however, no commercial development structure shall be constructed on the Right of Way while this Agreement is in effect. The foregoing rights and privileges of Grantee are further conditioned upon the following: 1. DAMAGES: Grantee and Williams shall be responsible for paying Grantor for damages (if any) caused by Grantee's operations on the Subject Lands. If Grantee makes any fence cut on the Subject Lands, it will install and provide for secure closure of gates. Grantee shall notify Grantor of any activity that may impact Grantor's use of the Subject Lands and adjoining acreage. All gates of any kind or nature shall be kept by Grantee in the condition in which they were found upon entry. If Grantee discovers an open gate then Grantee will close the gate and notify Grantor. MI equipment or appurtenances to the pipelines, which shall be on or above the surface of the ground, shall be installed in a manner to protect the livestock of Grantor or Grantor's surface lessee when necessary. Grantee shall not alter the natural flow of any creeks, streams, or irrigation ditches relative to the Subjects Lands. 2. OPENING AND RESTORATION OF FENCES: Opening and restoration of Grantor's or Grantor's lessee's fences shall be made at Grantee's and Williams' sole cost, risk and expense as follows: 2.1. Prior to cutting Grantor's fences, at each fence opening Grantee shall tie the existing fence into a three -post, pipe "H" brace built pursuant to the following specifications: 2.1.1. Eight foot (8') by six inch (6") treated posts shall be set at least forty-two inches (42") in the ground and shall be braced to take the strain. 2.1.2. Center crosses shall be placed a minimum of thirty-six inches (36") above the • ground. 2.2. Grantee shall install fence stays every four feet (4') in all temporary gates installed in Grantor's or Grantor's lessee's fences. 2.3. Grantee shall install a fence around all mud pits. Said fence shall have pipe "H" braces with five wires. Grantee shall install posts every twelve feet. 2.4. Grantee shall be responsible for preventing Grantor's or Grantor's lessee's livestock from escaping from or enabling livestock of others from entering through any fence openings resulting from Grantee's construction activities. If a gate is left open, Grantee and Williams are responsible for the cost involved in gathering the cattle that 2 of 8 escaped, plus reimbursement for damages. If it is determined that the livestock can not be recovered within a cost effective amount of time, Grantee and Williams shall have the option of compensating the Grantor for the actual loss incurred due to the loss of livestock instead of continuing to attempt to recover the livestock. 2.5. Upon Grantee's completion of the construction, repair, maintenance, or alteration of the pipelines, Grantee shall promptly rebuild permanent fences equal to or better than the existing fence. Both Grantee and its contractors shall first consult and obtain Grantor's approval for location of fence work, materials and construction applications. Grantee shall use 1'/a" staples, wood posts, Colorado Fuel and Iron (CF&I) heavy-duty steel posts and CF&I barbed wire to rebuild Grantor's fence and consult with Grantor for approval of the fence builders that will do the fence replacement. 2.6. Fences shall not be considered equal to the existing fence if the posts have been undercut or brush has been shoved into the fence. If Grantee has disturbed the ground, plowed mud, or added other material within three feet of a fence, it shall be Grantor's judgment as to what fence is not equal to or better than the existing fence. 2.7. If requested in writing by Grantor, Grantee will also install pipe cattle guards of sufficient size and substance to bear Grantee's traffic and to turn all livestock. Such cattle guards shall not be installed without prior approval of Grantor and shall be installed in such a manner as to prevent water draining into the cattle guards, placed at a height so they are visible to cattle from reasonable distance, and shall be cleaned and otherwise maintained by Grantee. Quality metal gates shall be a minimum of ten feet in width, shall contain either a metal gate or electric fence and shall be placed across and adjacent to the cattle guards. 3. LIVESTOCK: If any of the Grantor's or Grantor's lessees' livestock are injured or killed by the direct or indirect actions of the Grantee or its employees, contractors, subcontractors, agents, business invitees or other visitors the Grantee and Williams shall pay the Grantor the veterinarian, medical or other costs to rehabilitate an injured animal, or reimburse Grantor or Grantor's lessee(s) the value of an animal killed or euthanized. 4. WEED CONTROL: Grantee shall be responsible for controlling all noxious weeds on Subject Lands. Grantee shall also be responsible for preventing such noxious weeds from spreading to Grantor's lands adjacent to the Subject Lands. In the event noxious weeds, which can be shown by Grantor to have originated from Grantee's exercise of rights hereunder, spread to Grantor's lands adjacent to the lands subject to the easement granted herein, Grantee shall be responsible for controlling the noxious weeds of those lands as well, provided that those portions of the Subject Lands affected by the construction of the right-of-way were free of such noxious weeds prior to such time of construction. If the lands immediately adjacent to the right-of-way are not free of such noxious weeds prior to construction of the same, Grantee's responsibility shall be limited to reasonable control of such noxious weeds on the lands subject to this Agreement. If Grantee locates or Grantor notifies Grantee of location of noxious weeds on the right-of-way, Grantee shall implement control procedures before noxious weeds go to seed. Grantee's responsibility for weed control shall be ongoing and shall continue for three (3) years after the Subject Lands have ceased to be used by the Grantee for the purposes herein granted. Such control as set forth above shall at the very minimum cantonal to those established by the Bureau of Land 3 of 8 Management. 5. NON-EXCLUSIVE USE AND RESERVATIONS: This Agreement and all other rights hereby granted are not exclusive to Grantee and are limited to the specific grant herein. Grantor reserves unto itself and its successors and assigns all rights not specifically granted to Grantee herein. Grantor may grant additional rights-of-way or easements on, over, across, under and/or through the Easement to any third party for any reason, in Grantor's sole and absolute discretion, so long as such grant does not interfere with Grantee's access rights as described in this Agreement. 6. LOCAL SPECIES/HABITAT LIABILITY: Grantee and Williams shall have and assume liability for all endangered species, protected species, wildlife habitat and bio -diversity damaged or destroyed as a result of Grantee's operations on the Subject Lands. 7. LIABILITY OF THE PARTIES: Grantee and Williams covenant and agree to fully defend, protect, indemnify and hold harmless Grantor, its officers, directors, employees and agents, from and against each and every claim, demand or cause of action and liability, cost and/or expense (including but not limited to reasonable attorney's fees and costs incurred in defense of Grantor, its officers, directors, employees and/or agents), for damage or loss in connection therewith, which may be made or asserted by Grantee, Williams, Grantee's or Williams' officers, directors, partners, members, employees and/or agents, or which may be asserted by any third party (including but not limited to Grantor's officers, directors, employees and/or agents), on account of personal injury or death or property damage caused by Grantee's use of the Subject Lands or the rights granted hereunder, except to the extent such damage or injury results from the actions of Grantor, its contractors, agents or assigns. It is expressly agreed that the indemnity obligation specifically includes, but is not limited to, claims arising under all federal laws and regulations including but not limited to the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C.A. &9601 et. seq. and amendments, Resources Conservation and Recovery Act, 42 U.S.C.A. &6901 et. seq. and amendments, Safe Water Drinking Act, 42 U.S.C.A. 300f et. seq. and amendments, Toxic Substances Control Act, 15 U.S.C.A. &2601 et. seq. and amendments, Clean Water Act, 33 U.S.C.A. &1251 et. seq. and ifs amendments, Clean Air Act, 42 U.S.C.A. & 7401 and amendments, Natural Gas Pipeline Act, 49 U.S.C.A. 1671 et. seq. and amendments, Hazardous Liquid Pipeline Safety Act, 49 U.S.C.A. 2001 et. seq. and amendments, and all state and local environment laws, rules, and regulations. Grantor shall not be liable to Grantee or Williams for any damages due to fire, earthquake, flood, windstorm and other like casualty or other causes beyond its reasonable control, nor for damages caused by public improvements or condemnation proceedings. 8. Within ninety (90) days after the completion of installation of any pipeline, Grantee shall return roads, rights of way, and pipeline sites to their original grade and vegetation, as nearly as possible, 8.1 All areas on the Subject Lands disturbed by Grantee shall be revegetated with seed and plant mixtures. 4018 8.2 All reclamation and revegetation, as to planting periods and seeding rates of grasses, shall, at a minimum, comply with all requirements and stipulations for similar sites, as adopted or imposed by BLM. 9. LAWS, RULES, AND REGULATIONS: Grantee shall at its sole expense comply with all federal laws and regulations as well as those of the State of Colorado and any other governmental authority having jurisdiction over Grantee's activities on the Subject Lands. Grantor may at its option request copies of any permits, and cultural, botanical, and wildlife reports covering Grantor's land and adjoining Bureau of Land Management land. 10. DRUGS, ALCOHOL AND FIREARMS: Grantee shall not allow the use, possession, transfer, purchase or sale of illegal drugs, narcotics, or other unlawful substances and materials by Grantee or its contractors, sub -contractors, agents, business invitees or other visitors while on the Subject Lands or adjacent lands. The use, possession, transfer, purchase or sale of alcoholic beverages, firearms and other weapons upon the Subject Lands or adjacent lands is absolutely prohibited. 11. HUNTING AND FISHING: No hunting, trapping or fishing is permitted on the Subject Lands or adjacent lands and no such rights are granted by this Agreement, 12. WATER RIGHTS NOT CONVEYED: This Agreement does not, in any way whatsoever, convey to Grantee or Williams any water rights or the right to use water on, under or appurtenant to the Subject Lands. 13. NOTICE: Any notice or written demand to be given to Grantor, Williams or Grantee may be delivered in person, by fax or certified or registered mail, postage prepaid, addressed to the party for whom intended. Notice shall be deemed given upon receipt. WILLIAMS PRODUCTION RMT COMPANY OR BARGATH INC. Attn: Sandy Hotard, CPL 1058 County Road 215 Parachute, CO 81635 Phone: 970-263-6883 Fax: 970-285-9573 OXY USA WTP LP Attn: Rocky Mountain Land Negotiator 5 Greenway Plaza, Suite 110 Houston, TX 77046 Phone: 713-350-4866 Fax: 713-350-4873 14. TERM: This Agreement shall remain in effect for a primary term ending December 31, 2008, and for so long thereafter as Grantee, or its successors and assigns, are using said easement for the purposes described above. If, after this primary term, operations for the transportation of natural gas cease for a period of more than twenty-four (24) consecutive months, then such operations shall be deemed not to be conducted and this Agreement shall terminate, except when non-use is caused by acts or circumstances beyond the control of Grantee. Following termination of this Agreement, it shall be Grantee's and Williams' obligation to restore and reclaim all land affected by Grantee's activities to the extent required by applicable law or regulation established by the Bureau of Land Management or to its equivalent prior condition (ordinary wear and tear excepted), whichever is greater, including, but not limited to, the removal of facilities. 5 of 8 15. GOVERNING LAW: This Agreement and all matters pertaining hereto, including, but not limited to, matters of performance, non-performance, breach, remedies, procedures, rights, duties and interpretation or construction, shall be governed and determined by the laws of the State of Texas. 16. MISCELLANEOUS: This Agreement, subject to that certain letter agreement between Grantor, Williams and Grantee dated June 1, 2007, contains the entire agreement between Grantor, Williams and Grantee and any prior oral representations or understanding concerning this Agreement or its subject matter shall be no force and effect. 16.1 This Agreement is subject to all contracts, leases, liens, easements and encumbrances or claims of title, which may affect the Subject Lands, and nothing contained herein shall be construed as a covenant or warranty against the existence of any thereof. 16.2 The terms and provisions of this Agreement shall extend to and be binding upon the parties, their respective heirs, successors, legal representatives and third party assigns, provided, however, that this Agreement may not be assigned by Grantee or Williams without the prior written consent of Grantor. 16.3 After execution of this Agreement by the parties, Grantee shall provide Grantor a recorded copy of this Agreement. 16.4 Grantee will obtain prior approval from a representative designated by Grantor for the movement of equipment, supplies and materials, and regarding the timing of road cuts or other road blockages. Such actions must be scheduled three days in advance, except in the case of explosion, fire, flood or other sudden emergency , Grantee may take such steps and incur such expenses as in its opinion are required to deal with the emergency to safeguard life and property but Grantee, as promptly as possible, shall report the emergency to Grantor. Grantor has the right to reschedule any such actions no more than three days later than the date proposed by Grantee. 16.5 Subject to safety requirements and contractual obligations, Grantee will use its best efforts to only bring materials, equipment and supplies onto the Subject Lands at night. 16.6 Grantor has the right to shut down Grantee's construction when it interferes with a rig move, Grantor's fracturing schedule, or another operator's use of a road or operations in the area. 16.7 Grantee will follow Grantor's road rules, submit the required information on each contractor vehicle to the security contractor, require all vehicles to display the ID tag supplied by OXY's security and provide Grantor a list of key contacts for emergency notice. 16.8 During the term of this Agreement, Grantee and Williams agree to grant Grantor similar easements and rights of way across Grantee's and Williams' lands upon request by Grantor. 6 of 8 IN WITNESS WHEREOF, the parties have executed this Easement and Right -of -Way Agreement the day and year indicated below but effective on the date first set forth above. GRANTOR: OXY USA WTP LP By: Title: Attorney in Fact Date: 6-1-07 GRANTEE: BARGATH INC. By: Name: wan liamson Vice President Title: Denver Reolon/FIceanca Pat Date: e /S�O% WILLIAMS: WILLIAMS PRODUCTION RMT COMPANY By: Name: Alan Harrison Title: Vice President Danvar RadirNPiraanna Amin Date: G —CA:, 7 7 of 8 ACKNOWLEDGEMENTS STATE OF 711 a -s )ss COUNTY OF M#ee'ts The fo-egoing instrument was acknowledged before me on this S4 -day of Ju n 2, 2007 by .�I�t w L ,/_e -was Public My Commission Expires: ALECIA L. LEWIS M) Com,uM Fi{La JULY 14, 2010 STATE OFCOL.O( ADO ) )ss COUNTY OF l e NV j P ) The foregoing instrument was acknowledged before me on this (A day of J H N 8 2007 bYEFai2YjlaRDa, f....ti.\La My Commission Ex BARBARA LUKE NOTARY PUBLIC fres: STATE OF COLORADO My Commission Expires 05/27/2009 tary Public STATE OF C -01 -00 -AW ) )ss COUNTY O Is 'Irt \I i= R ) The foregoing instrument was acknowledged before me on this (a day of 7u, N L= 2007 byLam. AR131.9A. OA VS. My Commission Expi BARBARA LUKE itl0-Pry Public 4, %q NOTARY PUBLIC es: STATE OF COLORADO My Commission Expires 05/27/2009 8 of 8 EXHIBIT A (i.of Q ) Attached to aNngsnnade a pad of that Vain Grant of Easement dated jvne- I 76D Ibyand batmen aXVVSPt wrPLP, 8aiya#b-f41G. dt&1 W:'II am s Proc f ow Kmer cowry SECTION 5, TOWNSHIP 6SOUZA RANGE 97 WEST ofthe gib P.M., GARFIELD COUNTY; COLORADO 7.2 6 g W m M 0 N 88'1 28' W 4812 Bran 5. • ,9 ' Pq 0117 185.8 11/641631.62'1228757,81 8.1224147.10Jiij Gore [016 LOr 0 Lor 10 1' Bran CAP3 LINE TABLE DIRECTION DISTANCE Li S 32'09'40' E 17696' L2 S 04.26'36' E 15554' 1.3 S 18'28'01' W 776,07' L4 S 37'57'30' W 450.47' 1...5 S 04'30'54' E 892.81' L6 S 23'54'24' E 19826' L7 S 43'07'40' E 492.55' L8 S 27'39'33' E 91420' L9 S 09.26'24' E 371.43' LOr 11 N 88'34'52' W 468.6' 36 102 14 ors US4THC LOT IJ Braze Cap /7/7 W k 1' N 6 Brass Cep V4 R r 6 USA z SNSW �SESW T0141R•OWWId4', 50SoOt 25' Le/t26' R/ght07C6ntedino. 23531.30 Fool 7416.14 Rods, 2.010 AOAP6. 7 S lass CID SCALE 1" n 1000' 600' 0 1000' N 88'20.28 2632,30' E Brava Cep I/4 LfsGL11'A FOUND MONUMENT • FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER §FOUND MONUMENT • CALCULATED OR 11 1/4 OR 1/18 CORNER PROJECTED CORNER NOTES: 14 DRAWING REFERENCED TO NA027 DATUM•SP05 COC. ALL DISTANCES SHOWNARE GRID DISTANCES. 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTYASSESSOR OFFICE PARCEL MAP 02157 AND INTERNET RECORDS AS OF 4/0/106. MAP 02169 AND INTERNET RECORDS AS OF 1/111073. MAP82171 AND INTERNET RECORDS AS OF 12107/06. RIFFIN & ASSOCIATES, INC. 1414ELK 87R£B7. ROOK SPRINGS 10'82001 PHONE16O7)8824028 DAG .p8/-14466 REVISED: 04/17/07 CHANGED COMPANY NAME W 26400]' S STATEMENT 011 SURVEYOR: BROW L. FORBESSTATFSHEISBYOCCUPATIONA REGISTERED LAND SURVEYOR EMPLOYED BY BAROATHWC. TOMAKS A PRELIMINARY SURVEY OF PIE CENTERLZNEOFA PIPELINE RIGHT-OS.WAYAS DESCRIBED AND SHOWN oN THMM4P. CONSISTNO OF! WAGS* THAT THESURVEY OFSAID WORN WAS IS SUPERWSIONAND AVTHORITY. 11.1007.• AND THAT SUCH SURVEY IS D UPON THIS MAP. BARGAIN ING CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY USAir, k/TP L P DRAWN BY. KPH DATE 04/1307 APPROVED BY: {DATE' CHECKED BY: DATE SCALE: 1'.1000' 1/M-te4 SMR 14466-ROW03 SHEET 1 OF EXHIBIT A ( 2. of ,) Attached to anganede a part of that r ten Grant of Easement dated 0/1Pr 1 ?.00 by and betwe 1 n oxyus%kw-PLI Bryn T.Tu.and Wile" 147ivC+ i1V17' CoMph/,/ SECTION., TOWNSHIP 6SOUTH,, RANGE97 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO '12 LOT 0 —r � Z7,%/7/7 211 NEs P 13 N • OXY o V&EVVC Lor 9 LOT 16 Z NNSW N 82'24'21' V 473251' COT 7 LOT 10 1.07 7 LOT 11 Bass Cap 9 Loy td SCALE. .!' _ 1000' 600' 0 1000' Lor 16 4 COT 14 T T LOT 5 LOT 12 Ban — CAP LOT 13 LINE TABLE i DIRECTION DISTANCE 140 S 09'26'24' E 1474.91' 111 S 17.1930' E 1229.97' 4 413 Braav Cap 1/4 Y N SW stir— A'Sf W — _ r 2 N 89.1$' 3' V 2644.40'�7-� 10 4 N e8. nt'' IV 2625,39' 4 3 POSI' /6 PiPv////7 4//7/7i'i7ti414////.ga/. 1 Cap 04 I Cap LEGEND FOUND MONUMENT • POUND MONUMENT PROPER1Y SECTION CORNER OR OTHER CORNER FOUND MONUMENT ® CALCULATE -0 OR 1/4 OR 1/18 CORNER PROJECTED CORNER RIFFIN & ASSOCIATES, INC. 1414 ELI rSTREET, ROOK SPRINO$ 1W8200i PHONE(S07) 302.6020 D.R.O. J09F14406 RENSEOE 04117107 CHANGED COMPANY NAME IIARGATHINC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY USAM W T7 t f OMYM SY. BRE awe 04112107 APPROVED OT (DATE CHECKED ET DATE SCAM 1. a lOot' HU9 a 14466•ROW03 SHEET 2 OP EXHIBIT iT (,i.ot U ) Attached to an��made a pprt of, 7that rt In Grant of Easement dated JfJY1P. ! 00Ibyandbatwe enektmsffialePteeelec OXY VSftNIP Le earrax.%nc.,aficia/trams gm Yr. � PGAy k' SECTION9, TOWNSHCP 6SOUTI,, RANGE 97WEST ofthe 6th P.M, GAMEW COMM; COLORADO 8 Bross 5.4 8 m P co z R 01 W a. 2 9 MON 4 N �r SMNW 9 NWSW Brass Cap 1/4 s65W 9 Brats 17. 16 Cep NIPPY SCALE. 1' = 1000' 500' '0 1000' N 88•E 63' V 2644.40' cpm C� NEW 4 Cap IH N N 138•I111' V 2625.39' 4 • 3 OXY USA TAG cot N 88'26'18' V 263571' ( LEGEND FOUNOMONUMENT $ FOUND MONUMENT PROPERTY SECT/ONCORNER OR OTHER CORNER £ FOUND MONUMENT $ CALCULATED OR !1 1/4 OR I/18 CORNER PROJECTED CORNER 9 Cap N 88'20'20' V 2630.82' 129 16 Brass 2481 Cap 1/4 L30 9 W ro 10 7 Brass Cap 1/4 N w N z Brass 10Cr 333 LINE TABLE 0 DIRECTION DISTANCE L12 S 17'19'50' E 13149' 113 S 04.39'47' E 155.33' 114 S 03'26'34' V 677.58' 115 S 18•01'25' V 85.59' 116 S 06.55178' E 129.37' 117 S 43.57'26' E 65.34' LIB 8 58'41'59' E 842.25' U9 S 33.40'48' E 27512' L20 3 22'42130' E 192.96' 121 S 40'57'36' E 909.94' L22 S 23'21'07' E 352.28' L23 5 31'40'19' E 217.70' L24 S 46'04'56' E 674.84' 185 S 70'08'17' E 216,27' L26 S 58'00'50' E 910.76' L27 S 63'43'06' 1 795,00' L20 S 17'55'53' E 693.64' L29 S 24.4615' E 94.76' licRIFFIN & ASSOCIATES, INC. 1414 ELXSTREET, ROOHSPRINGS, VIM Mal PHONE(307)36R6020 MRS. 408/-14488 REVISED 0411TIO7 CHANGED COMPANY NAME MARGATE RYG CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY USA vITY) LP ORAYM BY. KRN DATE: 0411297 APPROVED BY; I OATS CHECKED BY: DATE SCALE: 1' .1000 Num 14466-ROW03 SHEET 3 OF 8 EXHIBIT #11 Li of « ) ABached to and made apart of that certain Grant of Easement oatad.� fJYIN. l ?A3 by and between .� ��OXYUS'Flwrete Arg SiG. SECTION 16, TOWNSHIP 6 SOUTH, RANGE 97 WEST of the 6th F U , GARFIELD COQ COLORADO 8 Brass 17 CaP 2 1J 9 16 MANN SWAY 17 1 N 82.26'18' W E635.71' LINE TABLE N DIRECTION DISTANCE L30 S 24'46'15' E 12568' L31 S 37'08123' E 147.57' 16 Mrsw Brass Cap I(4 576W SOAL' 1" = 1000' 600' ' 0 1000' LEGEND FOUNOMONUMENY * FOUND MONUMENT PROPERTY SEC7IONCORNER OR OTHER CORNER 6 FOUND MONUMENT O CALCULATED OR 6 114 OR 1/18 CORNER • PROJECTED CORNER 9 N 08'2020' 4 2630b2LE 2481.71' 16 Brass 1 Cap 1/4 TWE OXY USITNG -16 L30 L3 04 9 I08rars 5 3 t5NSA 1,1. 57]1E — ^ 41 n P N s RW 2 16 1.15NxFv Brass Cap 1/4 N m VISW a 1505£ 1 1 1 Z 16 15 21 22 NONW Bross alp licR!FFIN & ASSOCIATES, INC. 1414 W( STREET, ROC( SPR#N0S1 W162901 PHONE (80713112-60211 D.R.G. JOB% -14456 REVISED: 0411I07 CHANGED COMP NAME RARGA771INC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY usAstsiett TP G P DRAWN BY: KAH ( DATE' 04119V7' APPROVED 0Y: I DATE. CHECKED BY. DATE: SCALE 1.21009 rN° • 14466-ROW03 SHEET 4 OF8 PAYikth 5- 8704440-1 arr EXHIBIT 6 ( .of O ) Attached to aade a gad of that certain Grant of Easement dated, Phi / 2097:1andbetwe n oxVOS WrPlityr4 ,fe . a SECTION 15, TOWNSO(P 6 SOUTH, RANGE .97 WEST of Rhe 6th P.M., GGARFIFLD COUNTY, COLORADO N 88.14'03' V 2640.40' L2 9 • 16' L300 l6' 131 N W n v 0 16 Y Zip t• O 1 21 Brass 100,. 15 33 3 C'pY NIINW VENN 138 n .iNNWTH$Emr ISNWSW Bras Cap 1/4 15 22 NH Dnus Cap SCALE 1" a 1000' 600' 0' 1000' cite ID 7$ Ban Cap U4 N 88'16'07' E 2641.48' + . 11 NNE NINE Caa I5'NNE OXY 7/SA711'C Cr; Cr S NESW ---- -15 NEN W N 88 LEGEND 4, FOUNAMONUMENT 0 FOUND MONUMENT PROPERTY SEC770NCORNER OR OTHER CORNER A FOUND MONUMENT 0 CALCULATED OR j11 174 OR 1/16 CORNER PROJECTED CORNER 8' V 527 8 a• P L51 253 a Brats Cap HESE (S� Brass L 1228.13'09 1 Ste LS6 4S> 72 '1 G Z 14 23 4 LINE TABLE DIRECTION 813 ANCE L32 S 37.00'25' E 13.59' L33 S 40'32'22' E 65.30' 134 S 3708'32' E 462,02' 1.35 S 71.427Y E 21831' 136 S 53'20'29' E 129.95' L37 S 51'07'58' E 8520' 138 N 04'45'06' E 449.05' L39 S 75'11'23' E 8001' 140 S 55'07'52' E 195.63' L41 S 4735'$5' E 713.70' L4E S 45'04'21' E 475.54' L43 3 15.0421• E 100.00' L44 S 45'04'21' E 104.84' 145 S 36'39'21' E 1291.45' 146 3 17.07'54' E • 12E444' 147 S 00'21'46' W 91.1E' • L48 S 2114'57' V 169.25' 149 3 03'12'08' V 198.05' 150 S 03'22'47' V 43272' 151 S 03.50'43' E 99.61' 152 S 28'22'20' E 49.93' L53 3 50'40'54' E 64.90' 154 S 62'58'50' E 45626' rif I7IFFIN & ASSOCIATES, INC. 1414ELY VTREE7. ROCKSPRINOS, IW02P01 PNONE(907) 9625028 D.R.0, 'OBF14466 REVISED O4n7/07 CJIANDED COMPANY NAME RARGATHiNC. CRAWFORDTRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LAN,.98 OF OXY OSAMIaWr'P "Zr DRAWN BY: KAN DATE OW12.07 APPROVED BY. "DATE CHECKED BY: DATE SCALE 1'. 1000' PAM roam 14466•ROW03 SHEET 5 OF dWhin s foilocOan efgrr Comm EXHIBIT 77 (, ,of gi ) Attached to an made apart of. that In Grant of Easement daled,V%12. / .p and between Q .— i / OXY 1,64 /' . y I4 -1C . Gh I I.�I1 tsm; 601041.0,, Gomf(ny SECTION 22, TOWNSHIP 6 SCUT& RANGE .97 WEST of die 6111 P.M., GARFIFJ.D COUNTY, COLORADO 16 15 2 NHNW flmsa Cap Infia 1 L51 11 1.5 ` Brass N 88.18'38'" V 5274.016'53 rYOSL 1. saw GT 1 l4 S1.56 Ce> 13'23 1 PUT6 Co,%POT *12943939 SHNW 1SD4W IMAKr .J_ ..._ 11 A1YSE t i Ir1 Jn �o sxsw �, 1 Daus cap1 1 / ,1 ,I , �w--X618740./76 �/,/". Brew 23 N 138.19'06' V 5275,56' I 1 27I 26 1 UNE TABLE 11 DIRECTION DISTANCE 155 S 62'58'58' E 90.29' L56 S 07.3173' E 369.39' 157 S 62'06'09' E 582.55' 158 S 33'02'52' 2 425,05' L59 S 32'44'32' E 40,64' SENE on' 6/.141111C SCALE 1' = 1000' 500' - 0 1000' .LEGEND 42 FOUND MONUMENT $ POUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER FOUNDMONUMENT • CALCULATED OR 114 0R 1718 CORNER PROJECTED CORNER NESS Tsar RIFFIN & ASSOCIATES, INC. 1414ELKSTREET, ROCKSPR7NOS, We $2901 PHONE (302)3524020 D.R.G. JCBj'-14465 REVISED. 0CI17147 C DPAVM DY. KRH HANGED COMPNY NAME DATE 04N2)071 APPROVED EY IOATE BARGATEINC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY USAF WTP LP CHECKED BY. DATE SCALE 1'=1000' DAWNS 14466-ROW03 SHEET 8 OF 8 EXHIBIT/'? (,G._of......._i Attached to al ri made a part of that cgain Grant of Easement daledjMnt / ,209 / by and bbelen SECTIC ONS 5, 4, 9,14 15&22, TOWNSHIP 6SOU2H,, RANGE97WEST ofthe 6tlaP.M., GARFIELD COUNTY, COLORADO L1', fa,wfr/.Tnc.Ghd��pp(.f/./4m Tr�tCit;tri R1/21-- Gm/MY EASEMEMENT DESCRIP770N A 50,00 FOOT WOE PERMANENT EASEMENT FOR PIPELINE PURPOSES ACROSS SECTIONS 5, 4, 9416. 15 & 22, TOWNSHIP 6 SOUTH. RANGE 97 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, SAID EASEMENT BEING 2800 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: SECTION 5 (4,423.29 FEET TOTAL) COMMENCING AT THE NORTHWEST SECTION CORNER OF SAID SECTION 6. THENCE SOUTH 88'1378" EAST, 4808.92 FEET TO THE POINT OF BEGINNING AND POINT ON THE NORTH LINE OF SAID SECTION 5: THENCE SOUTH 32'09'40" EAST, 171.95 FEET; THENCE SOUTH 04.26'36" EAST, 155.54 FEET; THENCE SOUTH 18'28'01" WEST, 776.07 FEET; THENCE SOUTH 37.57'30" WEST. 450.47 FEET. THENCE SOUTH 04°30154' EAST, 89281 FEET; THENCE SOUTH 23'5424" EAST, 198.26 FEET; THENCE SOUTH 43'0740" EAST, 492.55 FEET; THENCE SOUTH 27'39'33" EAST, 914.20 FEET; THENCE SOUTH 09'2624' EAST, 371.43 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 5. SECTION 4 (2 70426 FEET TOTAL) THENCE CONTINUING INTO SECTION 4; THENCE SOUTH 09'26'24" EAST, 1474.91 FEET; THENCE SOUTH 179E150" EAST. 1229.97 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 4. SECTION 9 (7 449.72 FEETTOTAL) THENCE CONTINUING INTO SECTION 9; THENCE SOUTH vivo. EAST, 131.19 FEET; THENCE SOUTH 04.39'47" EAST, 188.33 FEET; THENCE SOUTH 03'2634"WEST, 677.58 FEET; THENCE SOUTH 18'0125" WEST, 85.59 FEET; THENCE SOUTH 06'55'08" EAST,129.37 FEET: THENCE SOUTH 43'5778' EAST, 6934 FEET; THENCE SOUTH 58'41'69' EAST, 842.25 FEET: THENCE SOUTH 33'40'48" EAST, 276.12 FEET; THENCE SOUTH 22'42'00" EAST, 192.96 FEET; THENCE SOUTH 40'67'36' EAST, 909.94 FEET; THENCE SOUTH 23'2107" EAST, 352,28 FEET; THENCE SOUTH 31.40119" EAST. 217.70 FEET; THENCE SOUTH 46'04'56" EAST, 674.84 FEET: THENCE SOUTH 70'03'17" EAST, 216.27 FEET; THENCE SOUTH 58'00'50` EAST, 910.76 FEET; THENCE SOUTH 63'43'08' EAST, 798.80 FEET; THENCE SOUTH 17'55'53' EAST, 683.64 FEET; THENCE SOUTH 24'4615' EAST, 84.78 FEET TO A POINT ON THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SAIDSECTION 9. DESCRIPTION CONTINUES ON SHEET 8 OF 8 RIFFIN & ASSOCIATES, INC. 1414 ELK STREET. ROCK SPRINGS WY82001 Axons 'mon 3523028 D.R,C, JOBB-14468 REVISED'. 04117/07 CHANGED COMPANY NAME EARGATHINC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY USAIR :MW 240 DRAWN BY: KRH DATE 04/1207 APPROVED BY 7E CHECKED BY GATE SCALE P.1000' 14466•ROW03 SHEET 7 OF 8 EXHIBIT ( Ca of S t Attached to an,(Lmado a part of thatcertaln Grant of Easement dated,�J/Jr/'Z / '2A97 by and betwe - OxyvSfu>r'PL/ Gar( JIc. and &;4. 8-004/011.0, Rmr nil SECTIONS S, 40 9,16,15& 22, TOWNSHIP 6SOUIH, RANGE 97 WEST of the 6111P.M., GARFIELD COUNTY, COLORADO EASEMENTDESCRIPTION CONTINUED FROM SHEET 7 OF 8 SECTION 18 (274.25 FEET TOTAL) THENCE CONTINUING INTO SECTION 16; THENCE SOUTH 24°46'15" EAST.126.68 FEET; THENCE SOUTH 37.0825" EAST, 147.57 FEET TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 15. SECTION 15 (7 171.24 FEET TOTAL) THENCE CONTINUING INTO SECTION 15: THENCE SOUTH 37'08'29' EAST. 13.58 FEET; THENCE SOUTH 48.32'22" EAST, 65.30 FEET; THENCE SOUTH 35'08'32" EAST, 462,82 FEET: THENCE SOUTH 71°42'35' EAST, 218.31 FEET: THENCE SOUTH 53'20129' EAST, 129.95 FEET; THENCE SOUTH 51'07'58' EAST, 65.20 FEET; THENCE NORTH 84'45'05" EAST, 449.05 FEET; THENCE SOUTH 76'11'23" EAST. 80.01 FEET; THENCE SOUTH 65'07'52" EAST.195.53 FEET; THENCE SOUTH 49'35'65"EAST, 713.70 FEET; THENCE SOUTH 45°04'21" EAST, 475.64 FEET; THENCE SOUTH 15'04'21" EAST, 100.00 FEET; THENCE SOUTH 45'0421' EAST, 104.84 FEET; THENCE SOUTH 36'3921' EAST, 1201.45 FEET; THENCE SOUTH 17'07'54" EAST, 1224,14 FEET; THENCE SOUTH 00'2146" WEST, 91.12 FEET; THENCE SOUTH 21'04'57" WEST, 168.25 FEET; THENCE SOUTH 03'1708" WEST, 198.85 FEET; THENCE SOUTH 03'22'47" WEST, 432.72 FEET; THENCE SOUTH 03'50'43" EAST. 99.61 FEET; THENCE SOUTH 25'2220' EAST, 49.93 FEET; THENCE SOUTH 60'40'64' EAST, 64.98 FEET; THENCE SOUTH 62°56'58" EAST. 458.26 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 15. SECTION 22 (1 507.92 FEET TOTAL) THENCE CONTINUING INTO SECTION 22; THENCE SOUTH 62'58'58" EAST, 9029 FEET: THENCE SOUTH 87'31.13' EAST, 369.39 FEET; THENCE SOUTH 6206'09° EAST, 58255 FEET; THENCE SOUTH 33'02'52" EAST, 425.05 FEET: THENCE SOUTH 32°4422 EAST, 40.84 FEET TO THE POINT OF TERMINUS AND A POINT ON THE EAST UNE OF SAID SECTION 22. SAID EASEMENT 13 23 531 30 FEET IN LENGTH AND CONTAINS 27.010 ACRES, MORE OR LESS. IlfRIFFIN & ASSOCIATES, INC. 1414 EMS -MEET, ROCK SPRINGS, WY MOT PHONE (307)$6211028 D.R.O. 40Si'I446E REVISED: 04/17/01 CHANGED COMPANY NNAL BARGATII INC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF OXY USAF dellrGP DRAWN BY: KRH DATE 04/12107 CHECKED BY. DATE' APPROVED EY I DAIS SCALE V • 1000' DRAM 14466-ROW03 SHEET 6 OF 8 EASEMENT AND RIGHT-OF-WAY AGREEMENT THIS EASEMENT AND RIGHT-OF-WAY AGREEMENT is entered into and effective the iter day of J,,,ir 2007, between Puckett Land Company, 5460 South Quebec Street, Suite #250, Greenwood Village, CO 80111 ("GRANTOR") and Bargath Inc., c/o Williams Production RMT Company, 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, CO 80202, ("GRANTEE"). RECITALS A. Grantor represents but does not warrant that it owns an interest in the surface estate to the property described below ("Subject Lands") and located in Garfield County, State of Colorado described as follows: Township 6 South, Range 96 West Section 19: SW/4SW/4, N/2SW/4 Section 29: Lot 6 (NE/4SE/4), Lot 7 (NW/4SFI4) wnshi 6 South, Range 97 West Section 23: W/2NW/4, N/2SW/4, SE/4SW/4, SW/4SE/4 Section 24: SE/45E/4 Section 25: N/2NW/4, SW/4NW/4, N/2NE/4 Section 26: N/2NE/4 B. Grantee desires to obtain a pipeline easement ("the Easement") for the purpose of constructing, maintaining and operating a 20"natural gas pipeline ("New Pipeline") for the gathering and/or transportation of oil, gas and other hydrocarbons across the Subject Lands. AGREEMENT In consideration of the foregoing recitals and the terms, covenants and conditions contained herein, Grantor and Grantee agree as follows: CONSIDERATION: Grantee shall pay Grantor a one-time payment on the date of execution of this agreement, at the rate of. per rod, the sum of Said consideration covers Grantees use of the right-of-way to install a pipeline, road access, which is herein recited and reflected on the attached Exhibit "A". PIPELINE & ROAD ACCESS RIGHTS-OF-WAY: An easement and right-of-way to construct, lay, maintain, modify, operate, alter, replace, remove the New Pipeline, including but not limited to valves, regulators, meters, separators, purification equipment and pipeline with fittings, appliances, and appurtenant facilities. Staging areas are not granted under this easement. The pipeline shall be used for the transportation and processing of oil, natural gas, petroleum products or any other liquids, gases or substances which can be transported through a pipeline and for no other purpose. The approximate pipeline route for the New Pipeline is depicted on Exhibit "A", attached hereto and made a part hereof. Said easement and right of way shall be fifty feet (50') in width, for a total distance of approximately one thousand one hundred sixty- five rods (1165 rods). The pipeline location as shown on Exhibit "A" is subject to change upon receipt of a final survey, a certified copy of which shall be provided to Grantor at no cost. Except where Grantee's activities will interfere with irrigation ditches, streams or creeks, Grantee shall bury the pipeline with a minimum of thirty-six inches (36") of soil from the top of the pipeline to the normal surface of the ground. The affected areas shall be recontoured and reseeded with species, which are consistent to adjacent, undisturbed areas upon completion of pipeline construction to prevent erosion. Grantee shall be permitted to cut all undergrowth and other obstructions that may injure, endanger or interfere with the use of said pipeline. Access to the pipeline right of way from the adjoining road shall be limited to three access points per pipeline right of way with said access point to be agreed upon between the parties. PUCKETT LAND COMPANY 1 of 6 5/24/2007 Road access as granted under this right of way is for the sole use by Grantee and its employees, contractors, sub -contractors, and agents for the sole purpose to access the pipeline during its construction and future maintenance and not as a thoroughfare to other properties. The road shall be properly maintained by Grantee during the course of its operations. Grantee shall abide by a twenty-five (25) m.p.h. speed limit while traveling on the road. Grantee may request from time to time, to lay within the right of way described above an additional line(s) of pipe similar to or different in size from and alongside of the line herein mentioned. Grantor reserves the right to approve such request on a case-by-case basis. Upon such approval Grantee shall pay Grantor, his heirs or assigns for each additional line a sum of money equal to the consideration paid for the first Pipeline and Right -of -Way easement within 5 business days of such written approval. Grantor reserves the right to the fulI use and enjoyment of the Subject Lands except for the purposes herein granted. Such rights reserved to the Grantor may include the conducting of haying, irrigation, and grazing operations, and Grantee agrees to coordinate post construction and maintenance operations with haying and ranching operations. In no event shall the location of this Right -of -Way unreasonably interfere with use of the Subject Lands for commercial development of any kind, or oil, gas, and oil shale development. The foregoing rights and privileges of Grantee are further conditioned upon the following: 1. DAMAGES• Grantee shall either repair and/or pay Grantor for damages (if any) caused by its operations on the Subject Lands relative to growing crops, buildings, ditches, fences and livestock of Grantor or Grantor's surface lessees. If Grantee makes any fence cut on the Subject Lands, it will install and provide for secure closure of gates. All gates of any kind or nature shall be kept by Grantee in the condition in which they were found upon entry. If Grantee discovers an open gate then Grantee will close the gate and notify Grantor. All equipment or appurtenances to the pipeline or wells, which shall be on or above the surface of the ground, shall be installed in a manner to protect the livestock of Grantor or Grantor's surface lessee when necessary. Grantee shall not alter the natural Flow of any creeks, streams, or irrigation ditches relative to the Subjects Lands. Grantee shall notify Ray Anderson with Puckett Land Company of any activity that may impact Grantor's use of the Subject Lands and adjoining acreage. 2. OPENING AND RESTORATION OF FENCES: Opening and restoration of Grantor's fences shall be made at Grantee's sole cost, risk and expense as follows: 2.1. Prior to cutting grantor's fences, at each fence opening Grantee shall tie the existing fence into a three -post, pipe "H" brace built pursuant to the following specifications: 2.1.1. Eight foot (8') by six inch (6") treated posts shall be set at least forty-two inches (42") in the ground and shall be braced to take the strain. 2.1.2. Center crosses shall be placed a minimum of thirty-six inches (36") above the ground. 2.2. Grantee shall install fence stays every four feet (4') in all temporary gates installed in Grantor's fences. -2.3. Grantee shall install a fence around all mud pits. Said fence shall have pipe "H" braces with five wires. Grantee shall install posts every twelve feet. 2.4. Grantee shall be responsible for preventing Grantor's livestock from escaping from or enabling livestock of others from entering through any fence openings resulting from Grantee's construction activities. If a gate is left open, Grantee is responsible %r the cost involved in gathering the cattle that escaped, including the actual costs for cowboy(s) needed to recover any escaped livestock plus reimbursement for any damages. If it is determined that the livestock can not be recovered within a cost effective amount of time, Grantee shall have the option of compensating the Grantor for the actual loss incurred due to the loss of livestock instead of continuing to attempt to recover the livestock. 2.5. Upon Grantee's completion of the construction, repair, maintenance, or alteration of the pipelines, Grantee shall promptly rebuild permanent fences equal to or better than the existing fence. Both Grantee and its contractors shall first consult and obtain Grantor's approval for location of fence work, materials and construction applications. Grantee shall use 1'/;' staples, wood posts, Colorado Fuel and Jron (CF&I) heavy-duty steel posts and CF&I barbed wire to rebuild Grantor's fence and consult with Grantor for approval of the fence builders that will do the fence replacement. PUCKETT LAND COMPANY 2 of 6 5/24/2007 2.6. Fences shall not be considered equal to the existing fence if the posts have been undercut or brush has been shoved into the fence. If Grantee has disturbed the ground, plowed mud, or added other material within three feet of a fence, it shall be Grantor's judgment as to what fence is not equal to or better than the existing fence. 2.7. If requested in writing by Grantor, Grantee will also install pipe cattle guards of sufficient size and substance to bear Grantee's traffic and to turn all livestock. Such cattle guards shall not be installed without prior approval of Grantor and shall be installed in such a manner as to prevent water draining into the cattle guards, placed at a height so they are visible to cattle from reasonable distance, and shall be cleaned and otherwise maintained by Grantee. Quality metal gates shall be a minimum of ten feet in width, shall contain either a metal gate or electric fence and shall be placed across and adjacent to the cattle guards, 3. LIVESTOCK: If any of the Grantor's or Grantor's lessees' livestock are injured or killed by the direct or indirect actions of the Grantee or its employees, contractors, subcontractors or agents, the Grantee shall pay the Grantor the veterinarian, medical or other costs to rehabilitate an injured animal, or reimburse Grantor or Grantor's lessee(s) the value of an animal killed or euthanased, according to the following schedule: 3.1. Cows: Replacement cost of a bred heifer or $1,000.00, whichever is greater; 3.2. Calves: Market value of 700 Ib, calf or $750.00, whichever is greater; 3.3. Bulls: $3,000.00 or the acquisition price for that animal, whichever is greater; 3.4. Dogs: Current market price or the acquisition price for that animal, whichever is greater. 3.5. Horses: Grantor shall maintain and provide to Grantee upon Grantee's written request, an Inventory of its horses as well as the horse's market value. Grantee agrees to reimburse Grantor the value of the horse based on the Inventory in the event the horse is killed by the direct or indirect actions of the Grantee. 3.6. Other domesticated Livestock: Then -currant market price or the acquisition price for that animal, whichever is greater. 4. MAINTENANCE: All access roads, fences, and gates impacted by Grantee's use or operations which are subject to this Agreement shall be maintained by Grantee in as good condition as exists at the time of execution of this Agreement, ordinary wear and tear excepted. Grantor shall give Grantee written notice of degradation or damage to the Subject Lands caused by Grantee's operations. 5. WEED CONTROL: Grantee shall be responsible for controlling all noxious weeds, including without limitation, halo Eton, cocklebur, Canada thistle, knapweed species, leafy spurge, houndstounge, musk thistle and whitetop species on Subject Lands. Grantee shall also be responsible for preventing such noxious weeds from spreading to Grantor's lands adjacent to the Subject Lands. In the event such noxious weeds spread to Grantor's lands adjacent to the lands subject to the easement granted herein, Grantee shall be responsible for controlling the noxious weeds of those lands as well, provided that those portions of the Subject Lands affected by the construction of the right-of-way were free of such noxious weeds prior to such time of construction. If the lands immediately adjacent to the right-of- way are not free of such noxious weeds prior to construction of the same, Grantee's responsibility shall be limited to reasonable control of such noxious weeds on the lands subject to the this agreement. If Grantee locates or Grantor notifies Grantee of location of noxious weeds on the right-of-way, Grantee shall implement control procedures before noxious weeds go to seed. Grantee's responsibility for weed control shall be ongoing and shall continue for three (3) years after the Subject Lands have ceased to be used by the Grantee for the purposes herein granted. Such control procedures as set forth above shall at the very minimum conform to those established by the Bureau of Land Management. 6. NON-EXCLUSIVE USE AND RESERVATIONS: This Agreement and all other rights hereby granted are not exclusive to Grantee and are limited to the specific grant herein. This Agreement does not, in any way whatsoever, convey any water rights or the right to use water. Grantor reserves unto itself and its successors and assigns all rights not specifically granted to Grantee herein. Grantor may grant additional rights-of-way or easements on, over, across, under and/or through the Right -of -Way to any third party for any reason, in Grantor's sole and absolute discretion, so long as such grant does not interfere with Grantee's access rights as described in this Agreement. 7. AGRICULTURAL LIABILITY: Grantee shall take reasonable precautions to avoid damage to agricultural operations on or adjacent to the Subject Lands. Grantee shall have PUCKETT LAND COMPANY 3 06 3/24/2007 8. and assumes liability for all cattle, crops, or chattel lost as a result of Grantee's operations on the Subject Lands. 9. LOCAL SPECIES/HABITAT LIABILITY: Grantee shall have and assumes liability for all endangered species, protected species, wildlife habitat and bio -diversity damaged or destroyed as a result of Grantee's operations on the Subject Lands. 10. CULTURAL AND PALEONTOLOGICAL RESOURCES: Grantee is to engage the services of a cultural resource specialist to conduct a cultural resource inventory of the area of proposed surface disturbance following the guidelines of the Bureau of Land Management. Any and all resources inventoried shall be delivered to the Grantor. 11. LIABILITY OF THE PARTIES: Grantee covenants and agrees to fully defend, protect, indemnify and hold harmless Grantor, its officers, directors, employees and agents, from and against each and every claim, demand or cause of action and liability, cost and/or expense (including but not limited to reasonable attorney's fees and costs incurred in defense of Grantor, its officers, directors, employees and/or agents), for damage or loss in connection therewith, which may be made or asserted by Grantee, Grantee's officers, directors, partners, members, employees and/or agents, or which may be asserted by any third party (including but not limited to Grantor's officers, directors, employees and/or agents), on account of personal injury or death or property damage caused by Grantee's use of the Subject Lands or the rights granted hereunder, except to the extent such damage or injury results from the actions of Grantor, its contractors, agents or assigns. Where personal injury, death, or loss of or damage to property is the result of the joint actions of Grantor or Grantee, Grantee's duty of indemnification shall be in proportion to its allocable share of such action. It is expressly agreed that the indemnity obligation specifically includes, but is not limited to, claims arising under the provisions herein entitled Agricultural Liability above, and all federal laws and regulations including but not limited to the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C.A. &9601 et. seq. and amendments, Resources Conservation and Recovery Act, 42 U.S.C.A. &6901 et. seq. and amendments, Safe Water Drinking Act, 42 U.S.C.A. 300f et. seq. and amendments, Toxic Substances Control Act, 15 U.S.C.A. &2601 et. seq. and amendments, Clean Water Act, 33 U.S.C.A. &1251 et. seq. and its amendments, Clean Air Act, 42 U.S.C.A. & 7401 and amendments, Natural Gas Pipeline Act, 49 U.S.C.A. 1671 et. seq. and amendments, Hazardous Liquid Pipeline Safety Act, 49 U.S.C.A. 2001 et. seq. and amendments, and all state and local environment laws, rules, and regulations. Neither party shall be liable to the other for any damages due to fire, earthquake, flood, windstorm and other like casualty or other causes beyond its reasonable control, nor for damages caused by public improvements or condemnation proceedings. Notwithstanding the foregoing, neither party shall be required to settle a labor dispute against its will. 12. LAWS, RULES, AND REGULATIONS: Grantee shall at its sole expense comply with all federal laws and regulations as well as those of the State of Colorado and any other governmental authority having jurisdiction over Grantee's activities on the Subject Lands. Grantee shall deliver to Grantor copies of all permits, and cultural, botanical, and wildlife reports covering Grantor's land and adjoining Bureau of Land Management land. 13. DRUGS, ALCOHOL AND FIREARMS: Grantee shall not allow the use, possession, transfer, purchase or sale of illegal drugs, narcotics, or other unlawful substances and materials by Grantee or its contractors, sub -contractors, agents, while on the Subject Lands or adjacent lands. The use, possession, transfer, purchase or sale of alcoholic beverages, firearms and other weapons upon the Subject Lands or adjacent lands is absolutely prohibited. 14. HUNTING AND FISHING: No hunting, trapping or fishing is permitted on the Subject Lands or adjacent lands and no such rights are granted by this Agreement. 15. WATER RIGHTS NOT CONVEYED: This Agreement does not, in any way whatsoever, convey to Grantee any water rights or the right to use water on, under or appurtenant to the Subject Lands. PUCKETT LAND COMPANY 4 orb 5/24/2007 16. WATER AND DRAINAGE: Grantee shall have and hereby assumes absolute liability for damages to water wells, water tables, natural springs, running watercourses, and water tanks within 330' of the center line of the right-of-way insofar as damage can reasonably be determined to be the result of Grantee's operations. 17. ACCESS TO PIPELINE: Grantee agrees to install a tap on said pipeline in (TBD) (legal location). Grantee agrees to accept Grantor's gas at the tap on a best efforts basis. Grantor's gas must be of pipeline quality. Grantee and Grantor shall negotiate a gas gathering and processing agreement at rates not to exceed the rate charged by Grantee for other third party services in the area for like quality gas. 18, NOTICE: Any notice or written demand to be given to Grantor or Grantee may be delivered in person, by fax or certified or registered mail, postage prepaid, addressed to the party for whom intended. Notice shall be deemed given upon receipt. Puckett Land Company Attn: Ray Anderson 5460 S. Quebec St., Suite 250 Greenwood Village, CO 80111 Phone: 303-773-1094 Fax: 303-773-1157 Bargath Inc. Attn: Joseph P. Barrett 1515 Arapahoe St., Tower 3, Ste, 1000 Denver, CO 80202 Phone: 303-572-3900 Fax: 303-629-8281 19. TERM: This Agreement shall remain in effect for a primary term ending December 31, 2008, and for so long thereafter as Grantee is using the Easement for the purposes described above. If, after this primary term, operations for the transportation of natural gas cease for a period of more than twenty-four (24) consecutive months, then such operations shall be deemed not to be conducted and this Agreement shall terminate, except when non- use is caused by acts or circumstances beyond the control of Grantee. Grantor may terminate this Agreement at any time after the end of the primary term by giving at least twelve (12) months written notice thereof to Grantee. Following termination of this Agreement, it shall be Grantee's obligation to restore and reclaim all land affected by Grantee's activities to the extent required by applicable law or regulation established by the Bureau of Land Management or to its equivalent prior condition (ordinary wear and tear expected), whichever is greater, including, but not limited to, the removal of facilities. 20. GOVERNING LAW: This Agreement and all matters pertaining hereto, including, but not limited to, matters of performance, non-performance, breach, remedies, procedures, rights, duties, and interpretation or construction, shall be governed and determined by the laws of the State of Colorado. 21. MISCELLANEOUS: This Agreement contains the entire agreement between Grantor and Grantee and any prior oral representations or understanding concerning this Agreement or its subject matter shall be of no force and effect. This Agreement is subject to all contracts, leases, liens, easements and encumbrances or claims of title, which may affect the Subject Lands, and nothing contained herein shall be construed as a covenant or warranty against the existence of any thereof The terms and provisions of this Agreement shall extend to and be binding upon the parties, their respective heirs, successors, legal representatives and third party assigns, should Grantor consent to such third party assignments, Notwithstanding anything in this Agreement to the contrary, upon written notice, Grantee shall have the right, in its sole discretion, to assign this Agreement to any of its affiliates or subsidiaries, with the provision that such written notice shall require Grantor's consent. 22. MEMORANDUM OF EASEMENT AND RIGHT-OF-WAY: Grantee shall cause to be filled of record a fully executed and acknowledged original Memorandum of Easement and Right -of -Way, in a form reasonably acceptable to Grantor and Grantee, and shall promptly provide to Grantor a recorded copy thereof Such Memorandum shall be recorded in the appropriate real property records of the county in which the Subject Lands are located. PUCKETT LAND COMPANY 5 of 6 5/24/2007 IN WITNESS WHEREOF, the parties have executed this Easement and Right -of -Way Agreement the day and year indicated below but effective on the date first set forth above, GRANTOR: PUCKETT LAND COMPANY C �y 67(/0 By: Jeffrey V. Puckett, President l0'"' Date: GRANTEE: BARGATH INC. G '-f/- o 7 oseph P. Barrett, Assistant Secretary Date: ACKNOWLEDGEMENTS STATE OF coK1J u ) )ss COUNTY OF AQq/AMeI ) Before me, on this /57 day of cT, 2007, the foregoing instrument was executed by Jeffrey V. Puckett known to me to be the duly authorized President of Puckett Land Company Grantor, and acknowledged said execution to be the signer's free and voluntary act and deed on behalf of said Grantor, for the uses and purposes therein set forth. Witness my hand and official seal. My Commission Expires: STATE OF. ('01/9/2f4 -bp RAYMOND S. ANDERSON 'NOTARY PUBLIC' . COLORADO 'My CommInion ErplroY 04/04/2009 COUNTY OF fk?N )ss Before me, on this Oil.- day of �' U-cr-.— 2007, the foregoing instrument was executed byJoseph P Barret kn wn to me to be the Assistant Secretary of Bargath Inc. c/o Williams Production RMT Company. Grantee, and acknowledged said execution to be the signer's free and voluntary act and deed on behalf of said Grantee, for the uses and purposes therein set forth. Witness my hand and official seal. PUCKETT LAND COMPANY 5/24/2007 ary Public p1VES c;z a 6 of 6 EXHIBIT "A" 1 of 9 Attached to and madeye a part of that certain of Grant of' Easement dated / , 2007, by and between Puckett Land Company and Bargath Inc. c/o Williams Production RMT Company. N SECTION 19, TOWNSHIP 6 SOUTH, RANGE 96 WEST of the 616 P.M., GARFIELD COUNTY, COLORADO 3 N=623700.77 13 10 E=1250013.91 44:- 9 Qi `zC P3 l'1 ,5c 'S£Nw I 4' £ Lor 1 LINE TABLE k DIRECTION DISTANCE L42 S 87'20'24' E 125.6T L43 S 8116'59' E 235.30' 1.44 S 62'12'07' E 155.30' L45 N 69'14.09' E 143.32' L46 N 0l'13'00' E 380.40' L47 N 70'44.15' E 361.97' L40 N 57'22'44' E 224.07' L49 N 60.21'39' E 166.54' L50 N 8716'17' E 429.81' L51 N 00.57'45' E 2912B' L52 N 81'20'13' E 74.76' 453 N 81'28'13' E 193.27' r/777/7154,7/4119 fl÷if n / PUCK6'IT LAND COMPANY I LOT 2 ILOT J POT 3 N-620144.71 E-1252554.40 L42 IA 1 / 3— L9 Lp7 a 1 A5 s1r-w :tssww giL L50 L51 LOT SCALE 1" = 1000' 500' 0 1000' LEGEND FOUND MONUMENT SECTIONCORNER A FOUND MONUMENT 0 CALCULATED OR �I 114 OR 1/16 CORNER PROJECTED CORNER 19 30 0 FOUND MONUMENT PROPERTY OR OTHER CORNER RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS, WY82901 PIIONE(307)362fi028 D.R.G. J08t-14466 REVISED. 04/17107 CHANGED COMPANY NAME DRAWN BY' KRH DATE. 05/13107 APPROVED BY: DATE' BARGAITHING CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY CHECKED DY: DATE: SCALE.: 1'=1000' DRAWING NUMBER; 14468-ROW04 EXHIBIT ""A" 2 of 9 Attached to and.ma4e a part of that certain of Grant of Easement dated L 2007, by and between Puckett Land Company and Bargath Inc. c/o Williams Production RMT Company ly SECTION 19, TOD'WSHLP 66 SOC/Tbf, .RANGE 96 WEST of the Ott P.M., GARFIELD COUNTY, COLORADO Brom Cnp 1/4 20 SCALE 1" = 1000' 500' 0 1000' WNW LOT 2 LINE TABLE 11 DIRECTION DISTANCE L54S 12'36'31' E 160.54' L55 S 26'38'SI' E 660,48' L56 S 47.51'05' E 325,49' L57 S 71•II'41' E 147.16' L58 S 11'52'56' E 217,81' L59 S 31.18'35' E 151.99' Lor J Lor 9 LOT IO LOT 4 LOT 8 29 NNE 2197/6 z9i////r Lor? SUE PO Ir14582.74 15 n=1239509.85 \00 N 88138'56' W 2670,67' N=615938.60 E'1258674A P Alum. y 20 21 Cnp 1'�E-!760 7046'2 Y / N/ n ^0/ V hrtf ry/ V 7 LOT 5 LAND COMPANY IJ LOT 12 Total R.O.W Width 50 Peel 25' Loll, 25' Right afCentadlne. 166147 Feel 1.82 Rods, 1.003 Ams. LEGEND FOUND MONUMENT * FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER A FOUND MONUMENT S CALCULATED OR A 114 OR 1/16 CORNER PROJECTED CORNER NOTES: 1.) DRAWING REFERENCED TO NAD27 DATUM.SPCS COC. ALL DISTANCES SHOWN ARE GRID DISTANCES. 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON DASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL MAP 82137 AND INTERNET RECORDS AS OF 4)07106, MAP 02169 AND INTERNET RECORDS AS OF 1/11)07 &. MAP 02171 AND INTERNET RECORDS AS OF 12/07/05. RIFFIN & ASSOCIATES, INC. 1414 ELK STREET ROCK SPR/NGS, 1W82901 PHONE (3077 362-6028 D.R.G. 108 8-14 466 \G N-613235,00 2-1259969,1629 28 Stone 32 33 STATEMENT OF SURVEYOR: BRAN L. FORBES STATS HEIS BYOCCUPATION A REGISTERED LAND SURVEYOR EMPLOYED BY W/LLWMS PRODUCTION RMT COMPANY TO MAKEA PRELIM/NARY SURVEY OF THE CENTERLINE OFA PIPELINE R/GHT-OF' 141.4 V.45 DESCRIBED AND SHOWN ON. 1S MAP, CONSIS)7NG OF 2 PAGES; THAT THE SUR ?e y`.'11 N WAS MADE UNDER HIS SUPERVISION AN; .t1r' ? i GINEIFEBRUARY 11, 2007.' AND THAT Y REPRESENTED UPON THIS MAP. ODUCTCONRMT COMPANY CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY DRAIN8Y GATE 04/13/07 (APPROVED 6Y. IDA CHECKED 0Y_ DATE ISCALE: 1'=1000 w+AYm 14466-ROW05 DMWING EXHIBIT "A" 3 of'9 Attached to andflade a part of that certain of Grant of Easement dated.A , 2007, by and between Puckett Land Company and Bargatb Inc. c/o Williams Production RMT Company SECTION 23, TOWNSHIP 6 SOUTH, RANGE 97 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO Brass 15 14 Cap NE 23 of N=624017.32 E=1239458.85 P013 POD N"623333.79 EA1239439.39 I I BRIM 88'10'08'1V 2638.25 14 Cop 1/4 r. r, L/ SWH.-749 W — — I SNNE N 80.18'08' 1W 2638.25' LINE TABLE 8 DIRECTION DISTANCE LI S 32'44'32' E 117.69' L2 S 12'13'14' E 476.12' 1.3 S 03'01'24' E MAO' L4 S 13'04'00' E 479,68' 1.5 S 2512'38' E 437.29' 1.6 5 27'20'54' E 165,17' 1.7 S 38'33120' E 193.22' 1.6 S 46'56'51' E 3876.39' 1.9 S 2813'09' E 12251' 11 511 fI y —~ — SESN' Anus 22 i 7 C°p 27' 26NhIN / 8B•1615 I V 2632.58' /'ENW FUGAL GOND COMPANY SCALE 1" = 1000' 500' 0 1000' LEGEND FOUND MONUMENT SECTION CORNER A FOUND MONUMENT ® CALCULATED OR 11 1/4 OR 1/16 CORNER PROJECTED CORNER 23 26 Brass 11 Cep 1/4 OSL BEN 8.02' V 26. 641' Tom I R -0-W1911010 60 Fe0( 25' Lea, 25' RVIrl 01CenktlMe. 17557,88 Feel 1064.11 Rads20,•_154 Apes. ® FOUND MONUMENT PROPERTY OR OTHER CORNER NOTES: 1.) DRAWING REFERENCED TO NAD27 DATUM•SPCS COC. ALL DISTANCES SHOWN ARE GRID DISTANCES. 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL FAP 42137 AND INTERNET RECORDS AS OF 4/07/06. MAP 42169 AND INTERNET RECORDS AS OF 1111/07 8, MAP 42171 AND INTERNET RECORDS AS OF 12/07106, •1EN 1560,33' 24 14 13 /$3 29 SENE 5 W Brass 23 244 26' 25 STATEMENT OF SURVEYOR: BRAN L FORBES STATES HE /S BY OCCUPATION REGISTERED LAND SURVEYOR EMPLOYED BY BARGATHINC. TO MAKE PRELIMINARY SURVEY OF THE CENTERLINE OFA PIPELINE RIGHT-OF-WAY AS DESCRIBED AND SHOWN ON THIS MAP, CONSISTING CF 7 PAGES; THAT 7HESURVEY OFSAID WORK WAS ' -, (�A- T _ UPERtgSIONAND AUTHORITY; CO 11, .200P AND THAT SUCH SURVEY IS AL ''!(+,J}rR'-e i?' . UPON MIS MAP. 4 .mow01. 4/17/07 t2 07 9.99 �nt�0 4ar,.7!la-TARGATHINC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINGS, 1W82901 PHONE 307)362.5023 D.R.C. JOBB-14466 REVISED: 01,11/07 CHANGED COMPANY NAME DRAWN BY Mill I OAT. 00I17/07 APPROVED DY! DATE: CHECKED BY: I DATE SCN.E: 1'= 1000 •SMW6G NOMER 14466-ROW04 I:XH713I1 "A" 4 of 9 Attached to and made a part of that certain of Grant of Easement dated >`` / 2007, by and between Puckett Land Company and Bargath Inc. c/o Williams Production RMT Company SECTION 24, TOWNSHIP 6 SOUf4, RANGE 97 R'ES'T' of the 6th P.M., GA.RPIELD COUNTY, COLORADO L{ I3 / m N B8'15'44'I W 5283.30' CNE n W 511' 23 5I NESIV t5E5W SCALE 1" = 1000' 500' 0 1000' /0119 LEGEND JL FOUND MONUMENT $ FOUND MONUMENT PROPERTY cin SECTION CORNER OR OTHER CORNER FOUND MONUMENT 0 CALCULATED OR 1/4 OR 1/1B CORNER PROJECTED CORNER LINE TABLE DIRECTION DISTANCE 1.34 14 38'21'38' E 157.46' 1.35 14 40'29'16' E 444.22' 136 14 62.26'00' E 491,60' 1.37 14 61'42'09' E 202,45' L3B 14 33'48'59' E 79.99' 1.39 14 05'55'50' E 355.70' L40 N 49'17'43' E. 80,00' L41 S 87.20'24' E 38.32' PUC887T L4ND COAIPAhY 24 NNSG -- 5115£ N 89•22.29.1 W 5289,02' 145.40' N11NE L31 13 1B 9 JINN .a L40 3`' L41 1 19 TO RIFFIN & ASSOCIATES, INC. 1414 ELI( STREET, ROCK SPR/N08, WW82801 PHONE $077302.5028 D,R.G. J0R9'-14468 REV15ED. 04/1T10T CI IANGED COMPANY NAME BARGATH INC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PIJCKETT LAND COMPANY DRAWN BY: KRII DATE: 04113'OT APPROVED BY: DATE: CHECKED BY DATE.: SCALE: 1' a 1002' DRAWING NUMMR 14466-R0W04 EXH1BI ""A" 5 of 9 Attached to and q de�a part of that certain of Grant of Easement dated May /, 2007, by and between Puckett Land Company and Bargath Inc. c/o Williams Production RMT Company SECTION 25, 113WNSHIP 6 SO(3177, ,RANGE 97 REST of the 6tL P.M„ GARFIELD COUNTY, COLORADO C Omxs p 23 , 24 N 01222'89'1W 52139.92' 4145,40' NINC 5 51 NESW SESW SANG � y �32 AAM) COMPANY LINE TABLE It DIRECTION DISTANCE L21 S 57'52'16' E 807,00' Lae N 09'42'35' E 16000' L23 N 57'17'27' E 160.00' Lai; N 24'52'18' E 402.42' L25 N 35'59'31' E 13579' L26 N 56.53'50' E 191,91' L27 04 66'25'40'E 424.43' L28 N 75'10'23' E 399.15' L29 N 76.30'19' E 356.54' L30 N 72.07'43' E 699.10' L31 N 87'55'19 E 755.26' L32 N 63'08'28' E 80.01' L33 N 30.21.30 E 170.41' 25 19 30 y�y .SCALE 1" = 1000' 500' 0 1000' LEGEND FOUND MONUMENT 0 FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER A FOUND MONUMENT 0 CALCULATED OR ��jj 1(40R 1(16 CORNER PROJECTED CORNER RIFF/N & ASSOCIATES, INC. 1414 ELM STREET, ROCK SPRINGS, WY82901 PHONE (307) 3025020 D.R.G. JO13S-14466 REVISED 04117/07 CHANGED COMPANY NAME BARGAT111NC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY DRAWN BY: KRH DATE: O4H 3/07 APPROVED BY: 1 DATE: CHECKED BY: DATE: SCALE 1'= 1000' OMYNiG NUMBEM: 14466-ROW04 bXt1113f1 "A" 6 of 9 Attached to ande a part of that certain of Grant of Easement dated /, 2007, by and between Puckett Land Company and Bargath Inc. c/o Williams Production RMT Company SECTION 26, TOWNSHIP 6 SOUTH, RANGE 97 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO Arms 3 CapI N 88'1882' V Bns, N 88.16'15' V 2632 BB' 13 POSL 2TAP 26 8.41' 3 27 261/11N NENW 26 Bras, NNNE 10•`� NENE (580.33' PVCKKE7T LI6�/ (79 (7 ITEME LAND CO$WAM .4 W L - 26 LINE TABLE DIRECTION DISTANCE LIO S 2893'09' E (.70' L11 S 17'47'14' E 263.53' L12 S 69'10'41' E 105.33' 1_13 S 57'00'36' E 184.76' L04 S 51'36'50' E 245.42' L05 S 51.16'09' E 199.36' 1.16 S 80'43'01' E 397.87' LI7 S 71'19'45' E 86.66' LIB S 48'06'15' E 86.75' 1.19 S 46.02'12' E 428.16' L20 S 57'52'(6' E 21.42' SESW ISYS NWS NESE N m z s 51 SCALE 1" = 1000' 500' 0 1000' LEGEND FOUND MONUMENT ® FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER R FOUND MONUMENT ® CALCULATED OR ��(( 114 OR 1/16 CORNER PROJECTED CORNER 26 35 Braes N 88'16'13' W 2636.11' Cap 1/4 RIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPR/NOS, FW82901 PHONE (307) 9025020 O.R.G. J0E1-14466 REVISED'. 0.1/17107 CHANGED COMPANY NAME BARGATHINC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY DRAWN 0Y. HFH DATE Oen 3101 APPROVED BY: DATE: CHECKED BY DATE. SCALE 1'1000 MAYANS INMBER: 14466-ROW04 bXHIISI'I "A"'/ 019 Attached to and made a part of that certain of Grant of Easement dated RAay L, 2007, by and between Puckett Land Company and Bargath Inc, c/o Williams Production RMT Company SECTIONS 23, 26 25 & 24, TOWNSffiP 6 SOUTH, .RANGE 97 WEST AND SECTION 19, TOWNSHIP 6SOUTH, RANGE 97 WEST of the 6th P.M., GARPIELD COUNTY COLORADO E4SEMENTDESCRIPTION A 50.00 FOOT WIDE PERMANENT EASEMENT FOR PIPELINE PURPOSES ACROSS SECTIONS 23. 26. 25 & 24, TOWNSHIP 6 SOUTH, RANGE 97 WEST AND SECTION 19, TOWNSHIP 6 SOUTH, RANGE 98 WEST, of the 811, P.M., GARFIELD COUNTY, COLORADO, SAID EASEMENT BEING 25.00 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: SECTION 23.1 6 5., R. 97 W. (6,092.67 FEET TOTAL) COMMENCING AT THE NORTHWEST SECTION CORNER OF SAID SECTION 23, THENCE SOUTH 01'37'51" WEST, 883.61 FEET TO THE POINT OF BEGINNING ANO A POINT ON TFIE WEST LINE OF SAID SECTION 23; THENCE SOUTH 32.44'32" EAST, 117.89 FEET; THENCE SOUTH 12'13'14" EAST, 478.12 FEET; THENCE SOUTH 03"01'24" EAST, 222.40 FEET; THENCE SOUTH 13°04'00" EAST,479.68 FEET; THENCE SOUTH 25°12'38" EAST, 437.29 FEET; THENCE SOUTH 27'20'54" EAST, 165.17 FEET; THENCE SOUTH 38°33'20" EAST, 193.22 FEET; THENCE SOUTH 46°56'51" EAST. 3876.39 FEET; THENCE SOUTH 28°13'09° EAST, 122.51 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 23. SECTION 26, T. 6 S. R. 97 W. (2,020.98 FEET TOTAL) THENCE CONTINUING INTO SECTION 26; THENCE SOUTH 28'13'09" EAST, 1.70 FEET THENCE SOUTH 17'47'14" EAST, 263.53 FEET; THENCE SOUTH 89°10'41" EAST, 105.33 FEET; THENCE SOUTH 57'00'36" EAST. 184.76 FEET; THENCE SOUTH 51°38'50" EAST, 245.42 FEET; THENCE SOUTH 51'16'09" EAST, 199.36 FEET; THENCE SOUTH 80°43'01" EAST, 397.67 FEET; THENCE SOUTH 71'19'45" EAST. 86.66 FEET: THENCE SOUTH 48'06'15" EAST, 86.75 FEET; THENCE SOUTH 46'02'12" EAST, 428.16 FEET; THENCE SOUTH 57'52'16" EAST, 21.42 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 28. SECTION 25, T. 6 5., R. 97 W. (4 822.80 FEET TOTAL) THENCE CONTINUING INTO SECTION 25; THENCE SOUTH 57'52'16" EAST, 887.80 FEET; THENCE NORTH 89°42'35" EAST, 160.00 FEET; THENCE NORTH 57°1727" EAST, 160.00 FEET; THENCE NORTH 24'52'18" EAST, 402.42 FEET; THENCE NORTH 35°59'31" EAST, 136.79 FEET; THENCE NORTH 56°53'50" EAST, 191.91 FEET; THENCE NORTH 66°25'48" EAST, 424.43 FEET; THENCE NORTH 75'10'23" EAST, 399.05 FEET; THENCE NORTH 76°30'19" EAST, 358,54 FEET: THENCE NORTH 72'07'43" EAST, 899.18 FEET; THENCE NORTH 87'55'19" EAST, 755.28 FEET; THENCE NORTH 63°08'28" EAST, 80.01 FEET; THENCE NORTH 38°21'38' EAST, 170.41 FEET TO A POINT ON THE NORTH UNE OF SAID SECTION 25. DESCRIPTION CONTINUES ON SHEET 7 OF 7 RIFFIN & ASSOCIATES, INC. 1414 ELM °MEET, ROCK SPRINGS, 1W 81901 PHONE 907)967402B 0.R.G. J0D;'-14466 REVISED: 01/17/07 CHANCED COMPANY NAME DRAWN BY KPH DATE. 01/13/07 APPROVED BY DATE: BARGAIN INC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY CHECKED DY DAT SCALE: 1' =1000 HUMMmEe 14466-ROW04 hXHIB[t- ••A" 8 oI 9 Attached to and made a part of that certain of Grant of Easement dated l ay `r • 2007, by and between Puckett Land Company and Bargath Inc. c/o Williams Production RMT Company SECTIONS 23, 26, 25 & 24f, TOWNSHIP 6 SOUTH RANGE 57 WEST AND SECTION 19, TOWNSHIP 6 SOUTH, RANGE 97 WEST ease 6th RM, GARFIELD COUNTY, COLORADO EASEMENTDESCRIPTION CONTINUED FROM SHEET 8 OF 7 SECTION 24, T, 6 S., R. 97 W. (1,849.74 FEET TOTAL) THENCE CONTINUING INTO SECTION 24; THENCE NORTH 38'21'38' EAST, 157.45 FEET; THENCE NORTH 40'29'16" EAST, 444.22 FEET; THENCE NORTH 62°28'00" EAST, 491.60 FEET; THENCE NORTH 61°42'08' EAST, 202.45 FEET; THENCE NORTH 33'48'50" EAST, 79.99 FEET; THENCE NORTH 05'55'50" EAST, 355.70 FEET; THENCE NORTH 49'17'43" EAST, 80.00 FEET; THENCE SOUTH 87°20'24" EAST, 38.32 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 24. SECTION 19. T. 8 S., R. 98 W. (2,771.71 FEET TOTAL) THENCE CONTINUING INTO SECTION 19; THENCE SOUTH 87'20'24" EAST, 125.69 FEET; THENCE SOUTH 81°36'59" EAST, 235.30 FEET; THENCE SOUTH 62°12'07" EAST, 155.30 FEET; THENCE NORTH 69°14'09" EAST, 143.32 FEET; THENCE NORTH 81°13'00" EAST. 300.40 FEET; THENCE NORTH 70°4415" EAST. 361.97 FEET; THENCE NORTH 57°22'44" EAST. 224.07 FEET; THENCE NORTH 60'21'39" EAST, 166.54 FEET; THENCE NORTH 87'1617" EAST,429.81 FEET; THENCE NORTH 80°57'45" EAST, 291.28 FEET; THENCE NORTH 81°2813" EAST, 74.76 FEET; THENCE NORTH 81'28'13" EAST, 183.27 FEET TO THE POINT OF TERMINUS AND A POINT ON OR NEAR THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 19. SAID EASEMENT IS 17.557.88 FEET IN LENGTH AND CONTAINS 20.154 ACRES, MORE OR LESS. RIFFIN & ASSOCIATES, INC, 1414 ELK STREET, R00K SPR/NOS, 111Y821701 PHONE (307)3024028 D.R.G. JODj-14466 REVISED: 04/1710; CHANGED COMPANY NAME BARGAIRINC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY DRAWN BY: KRH DATE: 04413:07 APPROVED BY' I DATE: CHECKED BY. DATE: SCALE: 1' =100P DRAWING NwreER 14466-ROW04 EXHt1$17 "A" 9 or 9 Attached to and tide a part of that certain of Grant of Easement dated-Mrzy /, 2007, by and between Puckett Land Company and Bargath Inc. cle Williams Production RMT Company SECTION29, TOWNSHIP 6 SOUTH, RANGE 96 WEST of the 6th P.M, GARFIELD COUNTY COLORADO EASEMENTDESCRIPTION A 50.00 FOOT WIDE PERMANENT EASEMENT FOR PIPELINE PURPOSES ACROSS LOT 6 & 7 OF SECTION 29. TOWNSHIP 6 SOUTH, RANGE 96 WEST, of the 618 P.M., GARFIELD COUNTY, COLORADO. SAID EASEMENT BEING 25.00 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHEAST SECTION CORNER OF SAID SECTION 29, THENCE SOUTH 27°31'23" WEST, 2976.39 FEET TO THE POINT OF BEGINNING AND A POINT ON OR NEAR THE NORTH LINE OF SAID LOT 7: THENCE SOUTH 12136'31" EAST, 160.64 FEET; THENCE SOUTH 26'38'51" EAST, 660.40 FEET; THENCE SOUTH 47'51'05" EAST, 325.49 FEET; THENCE SOUTH 71`11'41" EAST. 147.16 FEET; THENCE SOUTH 11°52'56" EAST. 217.81 FEET; THENCE SOUTH 31°18'35" EAST, 151.99 FEET TO THE POINT OF TERMINUS AND A POINT ON OR NEAR THE SOUTH LINE OF SAID LOT 5. SAID EASEMENT IS 1,603.47 FEET IN LENGTH AND CONTAINS 1,909 ACRES, MORE OR LESS, IlftRIFFIN & ASSOCIATES, INC. 1414 ELK STREET, ROCK SPRINO9. WY82001 PHONE 307)3624028 O.R.G. J09,$-144SS DRAWN BY: KRH ' DATE 04011 CHECKED BY: 1 DATE: WYfLLL4MS PRODUCTION RUT COMPANY CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF PUCKETT LAND COMPANY APPROVED BY. I DATE SCALE P=1000' DRAWING RBmb 14466-ROW05 COMPRESSOR STATION/PLANT SITE LEASE AND AGREEMENT (CRAWFORD TRAIL. COMPRESSOR FACILITY SITE) State: Colorado County: Garfield Lessor: Puckett Land Company Lessor's Address: Attention: Mr. Ray Anderson 5460 South Quebec Street, Suite # 250 Greenwood Village, Co. 80111 Lessee: Bargath Inc. Lessee's Address: c/o Williams Production RMT Company 1515 Arapahoe Street, Tower 3, Suite 1000 Denver, CO 80202 Effective Date: June 18, 2007 In consideration of the sum provided below, to be paid by Lessee to Lessor, each named above, Lessor grants, leases and lets to Lessee the tract of land (the "Lands") for the Crawford Trail Compressor Facility Site located in the county and state named above, and described as follows: (See Exhibit "A" attached hereto and made a part hereof.) This Compressor Station/Plant Site Lease and Agreement (the "Lease") shall be for a primary term of ten (10) years (the "Primary Term") from the Effective Date stated above. With the execution of this Lease, Lessee has paid to Lessor the sum described in that certain Letter Agreement dated June 18, 2007 between Lessor and Lessee, as consideration for the MI Primary Term of this Lease. At any time, but no later than one year prior to the end of the Primary Term, Lessee, at Its option, may extend this lease for an additional term of ten (10) years by paying the amount to Lessor as described in the Letter Agreement dated June 18, 2007 between Lessor and Lessee. Lessee agrees to thmish Lessor a recordable Release of the rights granted under the terms of this Lease at the termination of this Lyase. As part of the consideration for this Lease, Lessee agrees to indemnify and hold Lessor harmless from any and all claims, damages, suits or obligations, claimed or asserted against or damages incurred by Lessor by reason of Lessee's operation or business on the Lands and against any and all parties asserting such claims, and to defend Lessor in any and all suits brought against Lessor by reason of Lessee's operations on the Lands, all at Lessee's expense. Lessee covenants and agrees to pay any taxes which may be levied upon or assessed against structures, fixtures or other equipment which may be built or installed on the Lands by Lessee. This is a surface lease only and shall not be construed to limit Lessor's right as the owner of minerals in and under the Lands. Without restricting or limiting the general and exclusive rights, privileges, powers, purposes and uses granted to Lessee, by the enumeration of the matters set out below, it is specifically agreed that the Lands leased pursuant to this Lease may be used, occupied and enjoyed by Lessee for the following purposes: Constructing, erecting, installing, operating, maintaining, inspecting, using, replacing, repairing, moving on and removing from the lands a compressor station and/or gasoline plant and/or gas purifying, dehydrating, treating and cleaning plant and all buildings, warehouses, garages, storage facilities and structures of whatever kind, together with any machinery, engines, pumps, equipment, appliances, facilities, meters, pipes, regulators, fittings, gate valves, blow off valves, gate boxes, boilers, stills, heaters, drips, cooling towers, pipelines, telephone lines, electric transmission lines, and any other structure (collectively the "Facilities") as may be necessary, convenient, or desirable to Lessee in its operations in carrying on its business in which it is now engaged or may hereafter be engaged. Lessor agrees that Lessee may have nonexclusive use of the existing roads on Lessor's lands shown on the Page 1 of 4 attached Exhibit "A" for the purpose of accessing the lands and the Facilities, with the right of ingress and egress for such use and purposes at all times that is subject to the use of Lessor and to any agents, employees, contractors, servants, and assigns of Lessor. Lessee shall submit all plans for construction of any such improvements and shall obtain Lessor's prior written consent. Lessee is granted the right to lay, repair and remove lines of pipe for water across the lands, and erect and maintain telephone lines and electric transmission lines on the lands, at a reasonable consideration or compensation as determined by Lessor in Lessor's sole discretion to be paid to Lessor, with the right of ingress and egress over existing constructed roads for such use and purposes at all times. Notwithstanding the foregoing, the routes for such water pipelines, telephone lines, and electric transmission lines shall be subject to the prior written approval of Lessor. Lessee shall have the right to do and perform any act on Lessor's adjacent lands as may become necessary to protect Lessee's property in case of flood or fire, and to prevent the spread and loss of oil and other liquids. Lessee warrants and agrees that it will comply with any and all laws, ordinances, orders, rules, regulations, standards and licensing requirements of any state, federal, municipal or local authority or agency, now in force and effect or which may be passed, enacted, issued, revised, required or later promulgated, incident to or arising out of or in any way connected with Lessee's utilization of the Lands or any activity conducted under, pursuant to or by virtue of this Lease. Lessee agrees that it will not discharge, dump, bury or store for purposes of disposal, pollutants of any kind on the Lands or into or on any water on, adjacent to or in the area of the Lands, including, but not limited to, pollutants such as oil, chemicals, toxic substances or materials, hazardous wastes or hazardous substances, including pollutants as the same may be defined in any Federal, state or municipal laws, rules, regulations or ordinances. Lessee specifically agrees to fully indemnify and hold Lessor harmless from and against all claims, demands, losses, costs for removal and/or cleanup of pollutants, judgments, causes of actions, fines, penalties, costs, including, but not limited to, attorneys' fees and costs of court, arising out of or connected with Lessee's noncompliance with the terra of this Lease. Lessee shall not allow the use, possession, transfer, purchase or sale of illegal drugs, narcotics, or other unlawful substances and materials by Lessee or its contractors, sub -contractors, or agents while on the Lands or adjacent lands. The use, possession, transfer, purchase or sale of alcoholic beverages, firearms and other weapons upon the Lands or adjacent lands is absolutely prohibited. No hunting, trapping, or fishing is permitted on the Lands or adjacent lands and no such rights are granted by this Lease. Any notice, written demand or request to be given to Lessor or Lessee may be delivered in person, by fax or certified or registered mail, postage prepaid, addressed to the party for whom intended. Notice shall be deemed given upon receipt. Puckett Land Company Attn: Ray Anderson 5460 S. Quebec St., Ste. 250 Greenwood Village, CO 80111 Phone: 303-773-1094 Fax: 303.773-1157 Bargath Inc. c/o Williams Production RMT Company 1515 Arapahoe St., Tower 3, Ste. 1000 Denver, CO 80202 Phone: 303.572-3900 Fax: 303.629.8281 Lessee bas the right, upon the expiration of the Primary Term of this Lease, or any extension thereof, as the case may be, within six (6) months after that date to remove any and all buildings, fixtures, above or below ground pipelines, structures and equipment which it may have placed on the Lands, provided all rentals have been paid. If any such buildings, fixtures, above or below ground pipelines, structures or equipment have nor been removed within nix (6) months after that same date, at Lessor's option Lessee shall (r7 reimburse Lessor for Lessor's reasonable costs of destruction, removal and cleanup of such buildings, fixtures, above or below ground pipelines, structures, and equipment, or (ii) convey all of lessee's right, title and interest to such buildings, fixtures, above or below ground pipelines, structures, and equipment to Lessor. Lessee agrees that upon the termination of this Lease for any reason, it will, if requested by Lessor, remove any or all structures, buildings, fixtures, above or below ground pipelines, structures and equipment which it may have placed on the Lands, clean or remove any contaminated or polluted soils and surface or subsurface materials, level the surface of the Lands, and le d restst andexpense. re vegetation witspecies that are consistent with adjacent undisturbed areas, all at Lessee's This Lease and all matters pertaining hereto, including, but not limited to, matters of performance, non-performance, breach, remedies, procedures, rights, duties and interpretation or construction, shall be governed and determined by the laws of the State of Colorado. Page 2 of 4 Notwithstanding anything herein contained to the contrary, the rights granted to Lessee herein shall be non-exclusive; Lessor shall have the continuing right to access the lands and to use the property for any means which do not unreasonably interfere with Lessee's operations on the Lands. This Agreement is subject to all contracts, leases, liens, easements and encumbrances or claims of title which may affect the Subject Lands and nothing contained herein shall be construed as a covenant or warranty against the existence of any thereof. The terms and provisions of this Agreement shall extend to and be binding upon the parties, their respective heirs, successors, legal representatives and third -party assigns; provided, however, no assignment by Lessee of the rights or obligations hereunder shall be made without Lessor's prior written consent, If Lessor consents to such assignment, it shall not be effective until Lessor has received an instrument or letter executed by Lessee and its assignee evidencing that such assignment has occurred and that such assignee has assumed alt the obligations hereunder. Following written notice to Lessor and subject to its consent, Lessee shall have the right, to assign this Lease to any affiliate or subsidiary. The occurrence of any one or more of the following events, if not remedied shall constitute a default and breach of the Lease by Lessee: a. The vacating or abandonment of the Lands by Lessee, without payment of rent, b. The failure by Lessee to make any payment of rent. c. The failure by Lessee to observe or perform any of the covenants, conditions or provisions of this Lease. In the event of any such default or breach by Lessee not timely cured, then such default or broach shall cause this Lease, at the option of Lessor, to terminate under the terms provided herein. The waiver by Lessor of any breach of any provision of this Lease shall not constitute a continuing waiver or a waiver of any subsequent breach of the same or a different provision of this Lease. The parties have executed this Lease the day and year indicated below but effective on the Effective Date set forth above. LESSOR LESSEE Puckett Land Company / Bargath Inc. NaN r�krrNf.J ��/� ....-. 2.TZAMM4-R.. Title; President By: N,,.., Joseph•. .tt Title: Assistant Secretary cs.0 il Page 3 of 4 STATE OF COLORADO COUNTY OFARAPAHOE ) ) ACKNOWLEDGEMENTS Before me, a Notary Public, in and for said County and State aforesaid, frkn.u.., A LOW A-r4thweiea. whose name is subscribed to the President of Puckett Land Comeau.., a corporation, appeared before me acknowledged that he executed said instrument as his free and voluntary act voluntary act and deed of said corporation for the uses and purposes therein set Given under my hand and Notarial Seal this &lay of June, 2007 My Commission Expires: 'fJtif el ..- - - /� (SEAL) Public RAYMOND 8. AMMON 1M0uar K UC• • Cq:INOO Ary Ccemrdwalon Ws' STATE OF COLORADO COUNTY OF DENVER ) ) ) I do hereby certify that foregoing instrument as this day in person and and deed as the free and forth. Before me, a Notary Public, in and for said County and State aforesaid, I do hereby certify that Joseph P. Barrett whose name is subscribed to the foregoing instnanent as Assistant Secretary of Bar¢ath. lne„ a corporation, appeared before me this day in person and acknowledged that he executed said Instrument as his free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal thisaldl day of June 2007 My Commission Expires: WArgel 10 A (SEAL) Notary Public Page 4 of 4 Ass AIrAO Hoary NSW. Ste eciC, ea 1SISAn thoeSmr<T wINOW .Mor.. CO 10202 AgCnseYraAlyUrr: 1011/10 EXWBIT BA" (1 of3) Attached to and made a part of that certain Compressor StationiPlant Site and Agreement dated June IS,a001, by and between Puckett land Company and Williams Production RMT Company. SECTION 1; TOWNSIIIP6SOVI74 RANYGEyl WEST, of the 6SFJL GARFIELD COUNT, COLORADO YEVEIN77YMAP t'•'��a?cd" ..J'�`��..'SCAT6 I'a7000'.. frt.' ... 500' 0 1000» o- w 7 x1. E0fI5TINQIPIPELIN n -CORRIDOR (TYPICAL), 1' 0 14'6'53. i{"1 , rT `=i , 958.6.1 1 , r 23 PARCEL CROPPORDO. TRAIL COMPRESSOR'? �3IA770N .-:.....iii :•i; , SESet: LEGEND FOUND MONUMENT SECTncNCCRNER no' QUARTO CORNER NOTES. 1.) DRAWING REFERENCED TO NAO22 OATUM-SP(SCOOENTRAL ALL DISTANCES SNOWN ARE GRD DISTMTCES. 2.) LANDOWNER INFORMATION SHOWN HEREON BASED UPON INFORMATION PROVIDED BY GARFE.D COUMYASSESSOR WEB SITE; MAP2186 Retie 462006. aye STAMMER OF SURVIVOR: LARRY G. SDDYFELT STATES NE IS BY OCCUPATION A REGISTERED LAND SURVEYOR EAWLOYED BY WILLIAMS PRODUCTION RAI YCOMPANY TO A/4KEA SURVEYOR THE PARCEL ASDESCRREDAND SHOWN ORM AUR MAT THE SURVEY OF SAI0 WORK WASMADE UNDER HISSUPERY,l4KAVAND AUTHORITY, COAMIENCINO SEP I- - MOB AND THAT SUCH SURVEY IS ACCURATELY: "f'r",.- • TMS ANAP. •k AO la • 1 ✓w WRIFFIN & ASSOCIATES, INC. 1414 ELKBMEET, ROCK ~GA IWneOI PRONE130*98240211 D.R,C. JO14-1470.3 WILLIAMS PRODUCTION RMT COMPANY CRAWFORD TRAIL COMPRESSOR STATION A PARCEL WITHIN LANDS OF PUCKETT LAND COMPANY DRAWN Wit LUB DA1C: 1211208 APPROVED OMLW 'DATE:1211200 CIECB® BY:L(TB DATE: 121121:6 SCALE: V•1000 OPAWNO M 14703-ROWO1 EXHDrT A 1 OF 3 EXHIBIT "A" (2 of 3) Attached to and made a part of that certain Compressor Station/Pint Site and Agreement dated Jane 19,2007, by and between Puckett land Company and Williams Production RMT Company. SSCFJON14 TOWNS650U1E, RA)VGRYIW ST,, of the 6/0 RAL GARFIEKaO COUNIY, COLORADO \\any/, 3\t'� °fil1�,� Sias), /4.6,31, sy.�� .x/ o� /� e\ 13 / 0 \ • W jest bmf PARCEL CORNER 91 2 A/C 5/8" REHAB (TYPICAL) ►T DETAIL 1 \\ \ \I �1 s 2e ee;44. E 1� 611.30• CRAWFORD TRAIL COMPRESSOR STATION PARCEL 759,507 SQ. FT. OR 17.436 ACRES - a a 41 St 1 N 46'55'31' V 120229' \1L \ 1 I4 \ an lit ;/s 11110 itra 911 N• /12 'r n 11• 114\\ II 1 IiI'-'%l • Rood -GAS GAS ---BBS11•,2' pGAATTrHER�ING PIPELINE WWnit— CAS-- GAS ..�I / w�a ss—r+s—cis •— —. ►30' WCHUTE CUTE WN -BBs—as^--C, � \ • / B1pNBr---'------ 1 y, T._ -ct L • , • \ a1T dO 1.11 X66 • /116 M1t 164 4, BALI 700' = 200' 200' ritgRIFFIN & ASSOCIATES, INC. 141.190( 4114247; ROCK SPR7AGS• IWeiOBI PNONElo7,A92-6028 D.R.G. J06j-14703 WILLIAMS PRODUCTION RMT COMPANY CRAWFORD TRAIL COMPRESSOR STATION A PARCEL WITHIN LANDS OF PUCKETT LAND COMPANY DRAWN BY: LOS DATE:12/12AX APPROVEDBY:LOG (DATE: 12111116 GECKED BY: LBB DME; 12112a so&e 1•C10G DEWS HarGt 14703-ROW01 EXHIBIT W 20F 3 EXHIBIT "A" (3 of 3) Attached to and made a part of that certain Compressor Station/Pisot Site and Agreement dated June i%.2007, by and between Puckett land Company and Williams Production RMT Company. SECTION 23, TOWNSRPP 6SOUT$ RANGE 97 NW; of the 6il GARF7ELD COQ COLORADO STATEMENT OF SURVEYOR: PARCEL LEGAL DESCRIPTION A parcel retold for compressor statim anti appurtenant use situated In the Northwest Quarter of the Southeast Quarter, the Southwest Quarter of the Southeast Quarter and the Southeast Quarter of the Swmwst Quarter of Seaton 23, Tonllt 6 South, Range 97 West of the 6th PMwyel Menden, Garfield Canty, Colorado, sad parcel beteg more particularly deserted 38 Moww Commencing at the Southeast Section Caner of said Section 23. thence N88'1602'W 2638.41 feet along the South Une of said Section 23 to the South quarter Section Comer of said Seam 23, from nth the SOutmost 8eab0 Comer of said Section 23 been N86'18'15'W 2632.58 feet, thence N14'0653"E 956.01 feet to the Pratt of Beginning, the mast Westerly comer tithe pan aid a 2' aluminum rap aid mbar (Comer AR X thence N1118"1 9 -211'E 378.60 /eel to a 2' lar uWil cap and mbar (Corner /2): therm N46.1T50E 588.21 feet t0 a 2' aluminum cap and mbar (Carer a3) and the moat Namery tante of tin pan; Ohne 876'55'31.6100.00 feet los 2' aluminum cup and mbar (Corner/14X mance 548'5531'E 137.35 feet to a 2' alumhan cap and mbar (Comer 15); trace 816'5531"B 100.00 feet to a 2 aluminum cep and mbar (Cama 18): thence 316'40'14'W 439.669 feet aro a 2' aluminum cep end mbar (Comer 17): then 638.2844E 611.30 feet toe 2' aluminum sap aid mbar (Corner 18), the moat Easterly carer of the parcel and a point 25.0 feet. more a lex, Nothw stets of the omerine 0f an edati g awes road; thence 25.0 feet, nes a less, Northwesterly rad prate' with said access road canter** S53°3810'W 100.00 feet to a T Nanban cap and mbar (Comer 419X mane 366'41'50'W 100.00 feet Is a 2' aluminum rap and mbar (Cornier 110); thence 856'56'59W 100.00 feet to a 2' aluminum cep aid mbar (Comer *11); torte 853'17'33'W 153.34 feet to 8 2' aluminum sap and retar (Carver 112)and 8a most Southerly caner cr the paruea therm depeding said access road and (ollowirg a line 25.0 feet, more or less, NorOaaste y of and pante, with a editing *Warns Pr:du:Son RMT Company 12' burled gas pipeline N46'S5131'West 1202.29 feet to the Pont of Begin**. Said parcel contains 759.507 sphere feet or 17.436 acres, mea or lees. PARCEL NOTES 1. SOUTMYESTERLY LINE OF PARCEL (PARCEL CORNER 912 TO 91) ESTABLISHED AT NOMINAL 25.0' OFFSET FROM APPARENT CENTERUNE OF EXISTING 12" WILUAMS PRODUCTION RMT COMPANY PIPELINE. SOUTHWESTERLY UNE OF PARCEL ALS0 AT NOMINAL 75.0' OFFSET FROM CENTERUNE OF EXISTING 30" WILUAMS NORTHWEST PIPEUNE PARACHUTE LATEPAL PIPEUNE, 2.111E EXTERIOR NORTHWESTERLY LINE OF PARCEL (PARCEL CORNER 91, 92 AND 93) AND THE INTERIOR SOUTHEASTERLY ANO NORTHEASTERLY UNE (PARCEL CORNER 96. 17 AND 89) ESTABLISHED AT CONTOUR FOLLOWING NOMINAL ELEVATION OF 8435.0'. 3. THE EXTERIOR SOUTHEASTERLY (PARCEL CORNER 98, le, 910, 911 AND 912) IS ESTABLISHED AT A NOMINAL 25.0' OFFSET FROM THE CENTERUNE OF THE EXISTING ACCESS ROAD. 4. THE EXTERIOR NORTHEASTERLY LINE (PARCEL CORNER 93, 94, 95 AND 96) HAS BEEN PARALLEL OFFSET 50.0' 70 THE NE AND CHAMFERED AT THE ENDS TO ACCOMMODATE DAYLIGHT GRADING LINES AND CUT SLOPE DEVELOPMENT UKELY FOR THIS AREA. 5. RESULTING L—SHAPE IRREGULAR PARCEL (NON—PARALLEL AND NON—PERPENDICULAR ONES) 15 A RESULT OF CONTOUR, ROAD AN0 EXISTING PIPEUNE FOLLOWING DESIGN. ALTHOUGH NON—TYPICAL, THE IRREGULAR SHAPE PARCEL WILL SERVE TO OPTIMIZE GRADING DESIGN AND AREA UTILIZATION FOR THE SIGNIFICANT TERRAIN RELIEF AFFECTED PARCEL PARCEL AS HAS SURVEYED MINIMUM AND MAXIMUM SURFACE ELEVATION OF *8427' AND 38477' (OR DIFFERENCE OF 450'). RIFFIN & ASSOCIATES, INC. 1414 ELK BIREE7 ROCK SPRINGS, WYSP901 PHONE 307) 3824028 D.R.G. J0B#-t4703 WILLIAMS PRODUCTION RMT COMPANY CRAWFORD TRAIL COMPRESSOR STATION A PARCEL WITHIN LANDS OF PUCKETT LAND COMPANY DRAWN BY: 106 DATE: 42/12A8 APPROVED BY: 108 ' DALE: 12/11T6 Ctrs w BY' LG8 DATE12/12 B SCALE; NONE 14703-ROW01 EXHIBIT 'A' 3 OF 3 1111 :If1/41,111h. .111ileleff0A14 111111 Receptions: 723239 05/14/2007 04:15:22 PM 9:1926 P:0195 Jean Alberlco 1 of 5 Rec Fee:$26.00 Doc Pee:0.00 GARFIELD COUNTY CO GRANT OF EASEMENT THIS GRANT OF EASEMENT is entered into April 2'2 2007, between WILLIAMS PRODUCTION RMT., whose address is 1058 County Road 215, Parachute, CO 81635 hereinafter called "Owner" and BARGATH INC., c/o Williams Production RMT Company, whose address is 1515 Arapahoe Street, Tower Three, Suite 1000, Denver, Colorado 80202, hereinafter called "Grantee." WITNESSETH:• WHEREAS, the Owner has a surface ownership in the following lands in Garfield County, Colorado: Township 7 South. Ranee 96 West. 6th P.M Sec 28: SW%SW'/ Sec 29: SE'/e SE 1/4 Sec 33: N'h NW 1/4, SE %NW %, SW '/ NE 1/4 (The "Lands"); and WHEREAS, Grantee is the owner and operator of oil and gas leases (the "Leases") on and in the vicinity of the Lands in: Township 7 South, Range 96 West, 6th P.M. Garfield County, Colorado NOW, THEREFORE, for ten dollars and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: I. Grant of Easemen(. The Owner grants to Grantee, its successors, and assigns, an easement and right-of-way in, on, over, under, through, and across the Lands to survey, consWet, install, inspect, maintain, operate, repair, remove, replace and modify a pipeline or pipelines together with such valves, fitting, meters and other equipment or appurtenances as necessary for the gathering and/or transportation of water, oil, gas, and other hydrocarbons (the "Easement"). Grantee agrees that all pipelines shall be installed forty-eight (48) inches below the surface of the ground. This Easement shall contain two (2) gas lines in separate trenches and one (I) water line and shall be fifty (50) feet in width and will traverse the Lands along the routes shown on attached Exhibit "A" and "B" hereto and made a part hereof. The owner also grants a twenty-five (25) foot wide temporary construction right-of-way. The temporary construction right-of-way will be a work space adjacent to the Easement. The temporary construction right-of-way herein granted shall be extended for the date on the document pad remain in effect as long as required for construction on the pipeline by the Grantee, After reclamation of the Easement and right-of-way, no additional pipelines shall be laid without express written permission from "Owner". 2. Change of Ownership. This Grant of Easement shall be binding upon, and its benefit and burden shall inure to, the heirs, successors and assigns of the parties. The agreements herein contained and the easement herein granted shall run with the Leases and the Lands, and am not personal covenants. 3. Use of Easement. Owner shall have the right to use and enjoy the Lands, but shall not exercise the use and enjoyment in a manner that will impair or interfere with the exercise by Grantee of any of the rights herein granted. Owner shall not create or permit any obstruction, building, lake, engineering works, or other structure over or on the Easement. 4. Damages. The consideration paid by Grantee and received by Owner includes full and final payment for any and all damages to the land, growing crops, pasturage, timber, fences, buildings, or other improvements of Owner resulting from the exercise of the rights herein granted during initial construction. Owner waives the right to collect any further or additional damages in any way arising or resulting from the exercise of the rights herein granted during initial construction. Grantee does agree, however, to pay for actual damages to growing crops, pasturage, timber, fences, buildings or other improvements of Owner resulting from the reconstruction, replacement or repair of the Easement or improvements thereon after its initial construction. 5. Term. The easement herein granted is temporary in nature and shall extend from the date hereof and remain in effect only so long as required for Grantee's operations conducted on the lands described on attached Exhibit "A" and "B". At such times as Grantee's operation on all such lands terminate or at such earlier occasion as the pipelines are no longer required for Grantee's operations on this easement shall terminate. Page 1 of2 Remrn,a: Chanel) i'i Illlo O'llllome Production MIT 1515 Arapolwe 51., Tow/3 P1000 Denvv C0110102 /12361 101111111141111' Mu 1101EFIJNI.. 11111 Receptiontt: 723239 025 of 452007 04;15:22 Reo Fee:$26 O0MDoc Fee:0.06 P:0196 GARFIELDtCOUNTY CO EXECUTED the dates set forth in the acknowledgments. OWNER: Williams Production RMT By: N• oseph �c errett Cc, e: Attomey-In-Fact rl STATE OF COLORADO ) COUNTY OF DENVER ) GRANTEE: Bnrgath Inc. By: N: r• : Joseph P. ett le: Assistant Secretary ACKNOWLEDGEMENT Before me, a Notary Public, in and for said County and State aforesaid, do hereby certify that Williams Production RMT, represented by Joseph P. Barrett, Attornev-ln-Fact, a corporation, appeared before me this day in person and acknowledged that he executed said instrument as his free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal this d,�of April, 2007 My Commission Expires: (SEAL) STATE OF COLORADO COUNTY OP DENVER Not. Public Before me, a Notary Public, in and for said County and State aforesaid, do hereby certify that Joseph P. Barrett whose name is subscribed to the foregoing instrument as Assistant Secretary of Bareath Inc. a corporation, appeared before me this day in person and acknowledged that he executed said instrument as his free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal this day Of April 2007 My Commission Expires:/,i-I /,��J�7 II" (SEAL) Page 2 of 2 Notary P 1111W5 Ylkfilthlilii4AW 1511I+6;Giiklhci 11111 Recepttontl: 723239 035 of 452007 Rec Pee:$26 00NDocl926 Fee:P:0107 .00 GARFIELDen I COUNTY CO EXHIBIT JY ( t of 2 ) Attached to opp,d made p pa�r of that certain Grant of Easement dated 4--1Q rA \ 257.20Q by and between Williams Production RMT Company and Bernath Inc. SCALE 500' 0 SECTION 19, TOWNSHIP 6 SOUTH, RANGE 96 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO Brow Cap . LOT 2 LOT J LOT 9 LOI 10 WNW Lor 4 LOTS LOTL I 291 RIWK UNE TABLE DIRECTION DISTANCE LI S 31.18'35' E 312.76' L2 S 32'36'48' E 567,63' I SNNC '... — liver — -- o- L0T5 2*' e! of Alcan 20 21GP 29 28 I Lor J /7777/7/7777/7/77,121217/7/ LOT 11 Lor 12 117LLTUTCO ODU47TON RMT COMPANY L1 �La r = 1000' 1000' Total R -0.W Wi0llt 50 Poet 26 Loa 25' R&M ofOenleRlne. 5/5939 Feet 32552 Rods 5250 Amps. LEGEND pic FOUND MONUMENT $ FOUND MONUMENT PROPERTY SECTION CORNER OR OTHER CORNER R FOUND MONUMENT • CALCULATED OR �'( 114 0R 1/16 CORNER PROJECTED CORNER NOTES: 14 DRAWING REFERENCED TO NAD27 OATUM.SPCS COC. ALL DISTANCES SHOWN ARE GRID DISTANCES. 2.) APPARENT LANDOWNER INFORMATION SHOWN HEREON BASED UPON GARFIELD COUNTY ASSESSOR OFFICE PARCEL MAP 02137 AND INTERNET RECORDS AS OF 4107190, MAP 02160 AND INTERNET RECORDS AS OF 1/11/07 B. MAP 02171 AND INTERNET RECORDS AS OF 12/07/08. 41pWPM& ASSOCIATES, INC. 1414 ELN STREET; ROCK SPRINGS, WV 8.2001 PHONE 307)882-5028 D.R.O. JOBB-1440 DEVISED0L17107 gILn,IGEu COMP NY NNLE DRAIN?: BY: 111H CHECKED OY: 1 UAIE APPROVED 0Y. 1 DAM:: SCALE: 1'•3000' 1o, St 29 28 Slone 72 33 11 STAT4CAIENT OF SURVEYOR: BRt4NL FOBBED STATES HE IS BYOCCUPATION A REGISTERED LANDSURVEYOREMPLOYED 8)' VARBATHINC. TOMANE A PRELIMINARY SURVEY OF 7718 CENThRLINE OFA PIPELINE R/GMAF•WAYAS DESCRIBED AND SHOWN ON THIS MAP, CON51977NO OP PAGES; 7HAT771ESURVEY OFSAID WORK WAS e6L'1•L. ` ::, n18SUPERVISIONAND AUTHORITY. 3'11, 2007:AND THAT SUCHSURVEY/$ ED UPON T7/l3 MAP. can ;a RARGATHINC. CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF WILLIAMS PRODUCTION RMT COMPANY UM HHBSR 14460-ROWOB D 11111h+�Yh�di�M1NUIt�4�IN' ,0414111;11111, M�II11111 Reception#: 723239 05/14/2007 04:15:22 PM 8:1926 P:0198 Jean Alberico 4 of 5 Rec Fee:$25.00 Doc Fee:0.00 GARFIELD COUNTY CO EXHIBIT / 1 Attached to an made a port of Thal certain Grant of Easement dated _ Actel by and between WiIIlam6 Produc Ion RMT Company and Bargath Inc. SECTIONS 28 & 33, TOWNS.QLP 6 SOUTB7 RANGE 96 WEST of the 6th P.M., GARFIELD COUNTY COLORADO LOT IO 1 LOTH 1 or 12 I L07 73 3T 4 N 29 Slone 3 IfTWAAISPRODUClION RMrcoAiPAM' N 99'391311 V 2600.54' 2241.70' OI 5 LOT 4 LOTS C LOT I 4'S Emu Cep 28 1/4 33 LOT 2 33 T197bJLT6JWODUCTION RASTOOMPAM' LOT 7 Lor Lot 5 LOT G -I-- _ _ LOT t0 1 1.0T II / LOT 9 / / 7ZIi ZC///////X//////7TH„ may/ T7SR96W saw r _ i000' 500' 0rM JOOO' LOT 11 LINE TABLE 8 DIRECTION DISTANCE 43 5 32'36'48' E 174.51' 1.4 5 39.05'15' E 416.74' 1.5 5 32'49'21' 2 9721' 1.6 9 2D'06'39' E 59.96' L7 5 28'06'59' E 51,03' 113 9 27'36'23' E 213.06' L9 5 9'6'33' E 55.04' L10 S 5411'03' E 0814' 1.11 S 69.48'42' E Igen' LIE S 60.53'04' E 15650' U3 9 50'1927' E 205,74' .LEGEND FONDNOMONUMENT $ FOUND MONUMENT PROPERTY OR OTHER CORNER RFOUND MONUMENT • CALCULATED OR 1/40R 1/10 CORNER PROJECTED CORNER LINE TABLE a DIRECTION DISTANCE 1.14 S 37.38'15' E 135,19' U5 S 33.47'33' E 318.76' 1.16 S 36'59'26' E 56.57' 41.7 S 51'02'24' E 1E9.5E' 1.16 S 42'26'07' E 695,06' L19 S 43'55'04' E 57550' Lh0 S 6641 '17' E 2E7,72' Lal S 41'22'33' E 213,59' Leh N 48'13'43' E 125,62' 1.23 N 81'E2'33' E 372.24' L24 N 77'41.37' E 12.1E' . rip RIFFIN & ASSOCIATES, INC. T4f42LKsTR2er,, ROCK $PRINOS, 1W 02901 i. PHONE 007) $524023 D.R.G. Zap -14446 REVISED: 04117107 HANGED COMPANY NAb10 RARGATHINC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF WILLIAMS RMT PRODUCTION COMPANY DRAWN 01.: IIRN I GATE: 04752,67 APPROVED DY, OATS. CHECKED DY. DATE: SCALD; 1'=1000' Pmotfolt ROMO 14466•ROW06 ,III Ilrt� 1 ■11��11MIi Misr 11?"1110016Mii 1101 Receptionf; 723239 055or452007 Rea Fee;$26.004:15:22 aDoc B:1928 P:0199 009GRRFIELan DLCOUNTY CO EXHIBIT__ ( /. of ,./ I Attached to and made a pan of that certain Grant of Easement dated , / 2t7 7000 by and between Williams Product on RMT Company and Bergeth Inc. SECTIONS 29, 28 &33, TOWNSHIP 6 SOUTH RANGE 96 WEST of the 6th P.M., GARFIELD COUNTY, COLORADO EASEMENT DESCRIPTION A 50.00 FOOT WIDE PERMANENT EASEMENT FOR PIPELINE PURPOSES ACROSS SECTIONS 2928 8 33, TOWNSHIP 6 SOUTH, RANGE 96 WEST, of the 6117P.M., GARFIELD COUNTY, COLORADO. SAID EASEMENT BEING 25.DD FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: SECTION 29 (880.39 TOTAL FEET) COMMENCING AT THE NORTHEAST SECTION CORNER OF SAID SECTION 29, THENCE SOUTH 07.2'09" WEST, 4033.55 FEET TO THE POINT OF BEGINNING AND A POINT ON OR NEAR THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 29; THENCE SOUTH 31'18'35'EAST, 312.76 FEET; THENCE SOUTH 32'38140"EAST, 587.63 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 29. SECTION 28 (748.42 TOTAL FEET) THENCE CONTINUING INTO SECTION 28; THENCE SOUTH 32°36'48"EAST. 174.51 FEET: THENCE SOUTH 39405115"EAST, 416,74 FEET; THENCE SOUTH 32"45121"EAST, 97.21 FEET; THENCE SOUTH 28.06'59"EAST, 59.96 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 28; SECTION 33 (3824.72 TOTAL FEET) THENCE CONTINUING INTO SECTION 33; THENCE SOUTH 28.06'59"EAST, 51.03 FEET; THENCE SOUTH 27'35'23 -EAST, 213.06 FEET; THENCE SOUTH 45'16'33"EAST,55.04 FEET; THENCE SOUTH 59'61'03"EAST, 86.14 FEET; THENCE SOUTH 66'48'42"EAST, 128.15 FEET; THENCE SOUTH 68'53'04"EAST, 155.00 FEET; THENCE SOUTH 50°19'27"EAST, 205.74 FEET; THENCE SOUTH 37°36'15"EAST, 135.19 FEET; THENCE SOUTH 33°47'33"EAST, 318.76 FEET; THENCE SOUTH 36°59'26°EAST, 56.67 FEET; THENCE SOUTH 61'0224"EAST. 129.52 FEET; THENCE SOUTH 42°26'07"EAST, 695.05 FEET; THENCE SOUTH 43'55'04"EAST, 575.50 FEET; THENCE SOUTH 66`13'1TEAST, 227.73 FEET; THENCE SOUTH 41'22'33"EAST, 213,59 FEET; THENCE NORTH 46.13143"EAST, 185,02 FEET; THENCE NORTH 61'20'33"EAST, 378.04 FEET; THENCE NORTH 77•41'3TEAST, 12.18 FEET TO THE POINT OF TERMINUS. SAID POINT BEING SOUTH 15°11'33" EAST, 2112.62 FEET FROM THE NORTH QUARTER CORNER OF SAID SECTION 33. SAID EASEMENT IS 5,453 53 FEET IN LENGTH AND CONTAINS 0.260 ACRES, MORE OR LESS, illgRIFFIN & ASSOCIATES, INC. 1414 ELK STREET; ROCK SPRINGS, WY 82901 PHONE(S07) 302.6022 D.R.O. JODt-14466 ngVIBED: 04117107 CHANGED COMPANY NAME BARGATTIINC CRAWFORD TRAIL GATHERING PIPELINE A PROPOSED PIPELINE EASEMENT CROSSING LANDS OF WILLIAMS PRODUCTION RMT COMPANY DRAW/10Y: Y.RV1 DATE 04114107 APPROVED BY: DATA: CHECKED BY. DAT8: SCALE: 1' a 1007 bR WY40 NUMIKt 14468-ROW0B PVCMI Land Planning Division 1038 County Road 323 Rifle, CO 81650 Ph. 970-625-5350 Fax 970-625-4522 Email: pvcm@hughes.net Project: Crawford Trail Gathering Pipeline Submittal Item Tab 6- Need for Proposed Action 9.07.04 (5) The 20 -inch Pipeline Expansion Project is being proposed to increase the capacity of the Bargath Gas Gathering System to meet the demand of the Piceance Basin well drilling program. The expansion design calls for the addition of new sections of pipeline as well as one new Compression and Dehydration Facility (Crawford Trail Compressor Station). The following design strategies were utilized: • Size the pipeline for the maximum forecasted future volumes so that future disturbances are minimized • Minimize the footprint of the new Compression / Dehydration facility by concentrating horsepower in fewer facilities • Minimize air emissions and emission points by purchasing larger, more efficient machines and minimizing the overall number of condensate tanks in the field • Minimize addition of lease roads and truck traffic by concentrating tank batteries in fewer locations. • Minimize the visual disturbance by building fewer overall facilities. As per the Garfield County Zoning Resolution section 9.07.04, Bargath, Inc. is required to apply for a Development Plan Review for Right -of -Way because the proposed pipeline is "greater than 12" in diameter and over two miles in length or any pipeline more than 5 miles in length". The proposed pipeline exceeds both of these threshholds. Please contact me with any questions. Sincerely, ?Stk)4. aL. hilip B. Vaugha"n President PVCMI Page 1 of 1 Project: Crawford Trail Gathering Pipeline Submittal Item Tab 7- Regulatory Permit Requirements 9.07.04 (6) Permit Status Permit Needed E Watershed District Permit Town of Parachute, CO US Army Corp of Engineers O a • .-4 1 En U � c crsi 1-. H O CA U a � • -o U • a) H a H CDPS Permit This permit was applied for on 12/8/2006. O o 5 U O v) p O o va) O p a 7 U E • E c.2 0 W H a •O • a O Q 0 �:O Q O O o a UU c) c1 • at O 'b a) w t O O H '5 • ctc0 cd ▪ O o • '8 a) 0 > Ta, 0-4 USBLM License for use June 27, 2007 Mr. Mike Gardner Senior Regulatory Specialist Williams E&P 4289 County Road 215 Parachute, CO 81635 216 North Ave., Suite 1 Grand Junction, CO 81501 Phone: 970-243-3271 Fax: 970-243-3280 RE: 404 Investigation of Crawford Trial Proposed 20 inch Pipeline Dear Mr. Gardner: HRL Compliance Solutions, Inc. (HCS) was contracted by Williams E&P (Williams), to establish and document all potential disturbance of Waters of the United States, (as described by the U.S. Army Corps of Engineers definition of Waters of the United States), along the proposed Crawford Trail 20 inch pipeline. In summary, HCS has determined that construction of this pipeline is covered under Nation Wide Permit 12, Utility Line, (NWP 12), of the 404 section of the Clean Water Act. Upon investigation, it was determined that during the proposed construction, Williams will be complying with terms and conditions set forth by NWP 12. Purpose and Scope The purpose of this analysis is to locate and delineate all waters of the U.S. along the current proposed pipeline and recommend actions to contain or eliminate possibility of discharge into any Waters of the U.S. The scope of the analysis was to calculate and assess total proposed acres of disturbance and loss within the existing right of way (ROW) and recommend remedial actions if necessary. Discharge calculations will be separated into two categories; the total acres of disturbed waters that will be returned to preconstruction contours, elevations, and conditions, and the total acres that will not be returned to pre -construction conditions. In accordance with NWP 12, activities authorized by paragraph (i) through (iv) may not exceed a total of loss of waters of the U.S. Waters of the U.S that are temporarily impacted by filling, flooding, excavation, or drainage, where the project area is restored to preconstruction contours and elevation, is not included in the calculation of permanent loss of waters of the U.S. Established Waters of the United States (404 Jurisdictional Locations) Six areas meeting the definition of waters of the U.S were identified along the proposed ROW. Upon investigation, four perennial streams and two ephemeral drainages were identified and I IRt, Compliance Solutions, Inc. Grand Junction, CO Environmental Consulting Professionals Williams E&P June 22, 2007 illustrated in Appendix A, figures 1-8. The locations are labeled 1-6. Total acreage disturbed and acreage of loss of waters of the U.S are listed below in Table 1 Tablel. Identified Jurisdictional Locations and Associated Acreage Location Stream Type Latitude Longitude Width (ft) Length (ft) Total Acreage Disturbed Total Acreage Loss 1 Ephemeral 39.55043 108.23366 1.5 72 0.0025 0.0 2 Perennial 39.53244 108.21703 1 15 0.0003 0.0 3 Perennial 39.53237 108.21729 4 100 0.0092 0.0 4 Perennial 39.52724 108.21106 2 80 0.0037 0.0 5 Perennial 39.50301 108.10132 4 80 0.0073 0.0 6 Perennial 39.50329 108.13288 2 80 0.0037 0.0 Total 0.0267 0.0 Note: Acreage is calculated using the following: (Width in ft * Length in ft / 43560fi' = Acres) Conclusion HCS concludes that this proposed pipeline is covered under NWP 12 and no permanent loss is expected to occur. HCS recommends storm water controls be installed as needed and as specified in the storm water management plan. At all locations, construction BMP's are required by NWP 12 and include the following: A. General Conditions. 3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low - flow or no -flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life- cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 5. Equipment. Heavy equipment working in wetlands must be placed on mats. The top 12" of topsoil should be separated and placed on geotextile fabric to eliminate dispersal or erosion into wetlands and replaced accordingly as soon as possible. Williams E&P - 404 Investigation of Crawford Trial Proposed 20 inch Pipeline Piceance Basin, Colorado Williams E&P June 22, 2007 If HRL Compliance Solutions Inc. can be of any further assistance, please feel free to give us a call. Sincerely, HRL Compliance Solutions, Inc. Maurice Foye Environmental Scientist cc: Rob Bleil, Senior Regulatory Specialist File Williams E&P — 404 Investigation of Crawford Trial Proposed 20 inch Pipeline Piceance Basin, Colorado Figure 4, Location 3 :l C fj tJ u 0 Q.. 0 c.. c3 12 0 0 0 to > 0 C a U 023 g LT.) al es U CS cO cO0 f) 3 al Proposed 20 inch Pipeline 1 G r, 7i -O G 71- L.,, } i `4 r 3 rI -0 0 O r- 0 0 u 0 0 •C, Q w E LS� 0 En L r0 U 1.7 0 Figure 6, Location 5 Figure 7, location 5 :5 es 0 . , i , . . o ' Jr 4, I, 4 'iii tO. 'i. ..Y 'l ' A ._ ,... al o - . • 14'5 c CI > 13 , •rt ':1 '; iti: i.,, lti '* '11;--'44..:' i'' 0 0 , 1 I < L., a. .' . , ` •, . E . ,,,,, L] Vi CO -: :41 .k ,,,, r 1 • * . L'I er9 .i,, '• = --J ' ,—. 4-, --!- Appendix A Figure 9, Location 1 Williams E&P — 404 Investigation of Crawford Trial Proposed 20 inch Pipeline Piceance Basin, Colorado Appendix A Figure 10, Locations 2-3 Williams E&P — 404 Investigation of Crawford Trial Proposed 20 inch Pipeline Piceance Basin, Colorado Appendix A '4 f .J 4. ivy t ` J4. y t A I, ;!!r • 4 0tor v 4 !r '4�' Figure 11, Locations 4 \Villian7s E&P --404 investigation of Crawford irial Proposed 20 inch Pipeline Piceance Basin, Colorado