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HomeMy WebLinkAbout1.0 APPLICATIONOLSSON ASSOCIATES March 16, 2011 Garfield County Building and Planning Department Gale Carmoney, Floodplain Administrator 108 8th Street, Suite 401 Glenwood Springs, CO 81601 \REicEntpo MAR 1 8 Mil GAr ,Lt a u.OUNITY BUILDING & PLANNING Subject: Antero Resources Floodp ain Development Permit Application, Dixon Water Foundation Property , Sr ntey�o ( tu-t' 21-4f- 3 ' 3 39 On behalf of Antero Resources Corporation (Antero), Olsson Associates (Olsson) is hereby submitting the subject Floodplain Development Application to Garfield County (GARCO). Olsson submitted the original application to GARCO in October 2010. In response to the Technically Complete (TC) letter dated March 15r", 2011 Olsson is submitting three (3) copies and one (1) CD of the application. All items set forth in the Not Technically Complete (NTC) letter dated February 11, 2011 have been addressed and incorporated within this submittal. As detailed in the enclosed application, the proposed permit application is requested to accommodate a pipeline crossing of the Divide Creek floodplain. If you have any questions regarding this submittal, please contact our office at 970-263-7800. Sincerely, Mike Markus Project Scientist 826 21'/: Road TEL 970 263 Grand Junction, CO 81505 FAX 970.263.7456 www.oaconsulting.corn Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation OBS INte ASSOCIATES Technically Complete Letter OA Project No. 010-2096 October 2010 Revised March 2011 826 21 VI Road Grand Junction, CO 81505 1 870.263.7800 1 Fax 970.263.7466 March 15, 2011 Michael J. Markus Project Scientist Olsson Associates 826- 21/2 Road Grand Junction, CO 81505 Sent via email and USPS , Garfield County BUILDING & PLANNING DEPARTMENT RF: Antero - Divide Creek- Simonson/Dixon Water Foundation/ Floodplain Development Permit Applications FDPA 6644 & 6645 Dear Mr. Markus, The Building and Planning Department has received the re -submittal documents for the above referenced application and it appears that all of the prior "not technically" complete items have been addressed; therefore, the application has been deemed technical complete and the time line for review has commenced pursuant to Section 4-111 of the Garfield County Land Use Resolution. That section states that the date of the Director Determination shall be within 30 days upon determination of technical completeness and the Applicant shall complete requirements below. 4-111. A. 3. Determination of Completeness. The Director shall review the application for determination of completeness in accordance with the provisions of Section 4-103(C). Once deemed technically complete, the Director will send a letter to the Applicant that indicates the number of copies to be delivered to the County, the date upon which the Director will render a decision, and the notice that the Applicant is required to mail to the adjacent property owners within 200 feet. 4. Notice to Adjacent Properly Owners. At least 15 calendar days prior to the date of the Director's decision, the applicant shall mail the written notice by certified mail, return receipt requested, to the owners of record of all property adjacent to the property within a 200' radius and the mineral owners of record in the office of the County Clerk and Recorder. The notice shall include a vicinity map, the property's legal description, a short narrative describing the current zoning and proposed land use change, the contact information and the date that the Director has to make a decision. The date of the Director Determination has been set for April 14, 2011. Please provide 3 copies for referral agencies' review. Referral agencies are typically given 21 days to review and reply with comments. If comments from referral agencies are received in a shorter timeframe, the Director's Determination can be provided before the April 14 deadline. Please be advised that staff is aware of Antero's sensitivity to seasonal runoff on Divide Creek and the affect on construction of the proposed pipeline in the floodplain area, however, given the time of year that this request is being processed spring runoff may already be a constraint on your construction timeline. Staff will work as efficiently as possible to ensure appropriate turnaround on this application. It may be necessary to request more information from your development team to address any specific questions that 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 corne up during review by staff or the referral agencies. 1 trust that quickly as possible to meet your own timeline. Prior to the Director making the Determination on the application we mailing and return receipts to the adjacent property owners. Feel free to contact me with any questions. Respectfully, Gale D. Carmonc 'FM Code lnforcemen •f#icer Cc: Fred Jarman you will endeavor to respond as require that you provide proof of T:WtanninglCurrent PlanningkL,and Use Change Permirslrlaodplain DevciopmentlAntere- Divide Creek -2O MTC €ettet,docx Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation LSS ASSOCIATES OA Project No. 010-2096 October 2010 Revised March 2011 826 21 ''A Road l Grand Junction, CO 61505 1 970.263.7800 1 Fax 970.263.7456 GARFIELD COUNTY Building & Planning Department 108 8111Street, Suite 401 Glenwood Springs, Colorado 81801 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-rounty.com FLOODPLAIN DEVELOPMENT APPLICATION GENERAL INFORMATION Please print legibly) • Name of Property Owner: Dixon Water Foundation • Mailing Address: 6060 N Central Exp, Ste305 Telephone: ( ) D City: Dallas State: Tx Zip Code: 72506 Cell: ii ) • E-mail address: FAX ( ) D Name of Owner's Representative, if any. (Attorney, Planner, Consultant, etcl: A Jerry Alberts, Antero Resources A Mailing Address: 1625 17th St Telephone: ( 303) 357 7341 > City: Denver State:CO Zip Code: 80202 Cell: (720 )201 4160 • E -mai! address:_3alberts0anteroresources . corn FAX {�} > Description of Request: Floodplain development permit for Antero Divide Creek crossing at intersection of CR 311 and CR 335. D Street Address 1 General Location of Property: Intersection of CR 311 & 335 > Legal Description: Section 10 & 12, T6S, 92W > Assessor's Parcel Number: 2179- 114 - 00 - 114 a Existing Use: Agricultural, Natural Gas Development ➢ Property Size (in acres) approx 50 acres Zone District: Rural Last Revised 1/1/09 e) Certification from a Colorado Registered Professional Engineer that the proposed floodway configuration, in combination with current floodplain hydraulic conditions, meets FEMA and CWCB requirements when evaluated against flood elevations established when the original floodplain study was completed. F. Floodplain Impact Report. An engineering report addressing the standards set forth in Article 7, Section 7-701. I hav ad the sta ents above and have provided the required attached information whit is orrect an ac urate to the best of my knowledge. Q c---1-1 i, .2o/o Signature of PI rty Owner) Date STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the /undersigned executes this Statement of Authority on behalf of 1, W {e-, a Jac►...- pro.7,4- C nr priv 'e... (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, OM limited partnership association, government agency, trust or -2 g other), an entity other than an individual, capable of holding me title to real property (the "Entity"), and states as follows: .f V The name of the Entity is }t�.� (..•..r '_4 i `v- '�--It,.. 4 i and is formed under the laws of j -0-1i0.- S gg P. % !� The mailing address for the Entity is IF. C �?S -7'7i Jr• A Eg The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affectnig title to r/,,property on behalf of the Entity is The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows:,jc�.,•� (if no limitations, insert "None") Other matters concerning the manner in which the Entity deals with any interest in real property are: (if no other matter, leave this section blank) y of 0 r -s , 20/ EXECUTED this Signature: �'C�►'Z 111 Name (typed or printed: kdksoCt-J . Pm, Title (if any) : Pr td.t; -' STATE OF `'e(([, COUNTY OF iei./' ) )SS. } Te foregoing instrument was ack..w edged befc e e this /1 day of fi cf� , 20Loby , ., t. . ir& behalf of ' i1 -nn t4etr Feu.- , a 1104 rp M. { 05/09 Witness my hand and official seal. My commission expires: LANA CARTUOGE POTT$ My Commisslon Expires September 14, 2012 .r►rrrnrrn rrrtn r.rrrrrrrrr, r rr. fill AOP //4,010L (Nota lf.lic) GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT PAYMENT AGREEMENT FORM (Shall be submitted with application) GARFIELD COUNTY (hereinafter COUNTY) and Dixon Water Foundation Property Owner (hereinafter OWNER) agree as follows: 1 OWNER has submitted to COUNTY an application for Floodplain Dev Application (hereinafter, THE PROJECT). 2. OWNER understands and agrees that Garfield County Resolution No. 9809, 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. OWNER 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. OWNER agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to OWNER. OWNER 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, OWNER shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. OWNER 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. PROPERTY OWNER (OR AUTHORIZED REPRESENTATIVE) (0 -,-))C( ` c(() Signature Date Print Name AnrEicr) (L' s.ULvice Mailing Address: 79-a, -- P.0 b ea c f (E C_ O g4Ce rO Page 4 Antero Divide Creek Crossing Floodplain Development Permit Application I. APPLICATION SUBMITTAL REQUIREMENTS Any use to be developed in the floodplain shall be required to obtain a Development Permit, In accordance with the applicable regulations of: (Applicant's responses are in bold !talks) Section 4-104 A. Review Process 1. Pre Application Conference October 2010 Page 1 of 7 Pre -application conference was held on September 23, 2010 with Lorne Prescott and David Krickbaur of Olsson Associates, and Gale Carmoney and Molly Orklld- Larson of Garfield County attending. 2. Application Enclosed 3. Determination of Completeness TBD 4. Notice to Adjacent Property Owners Not Applicable 4. Evaluation by the Director/Staff Review TBD 5. Decision by Director TBD Section 4-501 (A) A. Administrative Review. The Administrative Review Process is set forth in Section 4-104, Administrative Review Process and requires the following materials. 1. Application Form and Fees Enclosed 2. Vicinity Map (4-502(C)( 2)) See Exhibit A, Vicinity Map. 3. Site Plan (4-502 (C)(3)) Olsson Associates Antero Divide Creek Crossing Floodplain Development Permit. Application See Exhibit C, Site Plan, Floodplain Limits, Floodplain Cross Section. October 2010 Page 2 of 7 4. Names and mailing addresses for owners of record of all adjacent property within a 200' radius and mineral rights owners of the subject property as recorded in the records of the office of the Clerk and Recorder. (Resolution 2009-53) See attached 5. Application shall address applicable standards contained in Article VII of this Unified Land Use Resolution of 2008, as amended. (Resolution 2009-53) and Section 4-503 (A -F). The standards of Section 7-701 are addressed below. The remaining standards of Article Vil are not applicable. And Section 4-503 (A -F) A. Floodplain Overlay: Site Plan. See Exhibit C, Site Plan, Floodplain Limits, Floodplain Cross Section. 13. Floodplain Overlay: Channel Cross -Section. See Exhibit C, Site Plan, Floodplain Limits, Floodplain Cross Section. C. Floodplain Overlay: Construction Specifications. The pipelines will be buried a minimum 5 feet. Special specifications for construction in the floodplain are not applicable. D. Floodplain Overlay: Alteration of Water Course. The water course will not be altered. E. Floodplain Overlay: Floodway Analysis. FEMA has designated the Divide Creek floodplain as Zone A, an approximate floodplain with no base flood elevations. An effective floodplain model does not exist and a floodway had not been identified by FEMA. The proposed pipes will be buried and the land use will not change. A variance from this requirement is requested. F. Floodplain Overlay: Floodplain Impact Report. For the reasons stated in the preceding section, a variance from this requirement is requested. Section 7-701 Standards Within Floodplain Overlay. The following standards shall apply to all land use changes within the floodplain overlay, including division of land, subject to permit review by this Code. (See Section 4-503) A. Water Supply Systems. New and replacement water supply systems within floodplain overlay areas shall be designed to minimize or eliminate infiltration of flood waters into the systems, Olsson Associates Antero Divide Creek Crossing Floodplain Development Permit Application Not applicable. October 2010 Page 3 of 7 B. Sanitary Sewage Systems. New and replacement sanitary sewage systems within floodplain overlay areas shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters. On-site sanitary waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. Not applicable. C. Minimize Flood Damage. All new construction and improvements shall be constructed by recommended methods and practices that minimize flood damage, and using materials and utility equipment resistant to flood damage. The proposed pipelines will be buried 5 feet and therefore protected from flood damage. D. Cumulative Effect. The cumulative effect of any proposed development, when combined with all other existing and anticipated development shall not increase the water surface elevation of the base flood more than one foot at any point. The proposed pipelines will be buried and Divide Creek will be restored to its current cross section, resulting in no increases to the base flood elevation. E. No Danger to Public. The proposed pipelines will be buried and will pose no danger to the public. F. No Change in Flood -Carrying Capacity. There will be no change in the flood -carrying capacity of Divide Creek. G. General Standards: In areas of special flood hazards the following provisions are required for all new construction and substantial improvements. The proposed pipelines will be buried, therefore the General Standards will be met. H. Specific Standards. 1. Residential Construction Not applicable. 2. Nonresidential Construction Not applicable 3. Enclosures Not applicable. Olsson Associates Antero Divide Creek Crossing Floodplain Development Permit Application 4. Manufactured Homes Not applicable. 5. Recreational Vehicles - Not applicable. I. Standards for Subdivision Proposals Not applicable. J. Floodway The proposed pipelines will be buried and the Divide Creek will be restored to its original cross section, therefore no impacts to the floodway will occur. K. Standards for Areas of Shallow Flooding Not applicable. All applications for a Floodplain Development Permit under this Regulation shall be reviewed by the Floodplain Administrator. As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: October 2010 Page 4 of 7 1. Please submit three (3) copies of the completed application form and all required submittal materials with the application base fee of $400.00 to the Building & Planning Department. Also include the signed "Agreement to Pay Form" with the copies. (Staff will request additional copies once the Floodplain Development Permit Application has been deemed technically complete). See enclosed "Agreement to Pay Form." 2. Please submit, in narrative form, the nature and character of the proposed use in the floodplain. Submit plans and supporting inforrnation (i.e. letters from responsible agencies). See Exhibit D, Project Narrative 3. Submit a vicinity map. An 8 1/2 x 11 vicinity map locating the parcel in the County. The vicinity map shall clearly show the boundaries of the subject property and all property within a 3 -mile radius of the subject property. The map shall be at a minimum scale of 1"=2000" showing the general topographic and geographic relation of the proposed exemption to the surrounding area for which a copy of U.S.G.S. quadrangle map may be used. See Exhibit A, Vicinity Map 4. Submit a copy of the deed and a legal description of the subject property. See Exhibit B, Property Deed See Exhibit B, Legal Description Olsson Associates Antero Divide Creek Crossing Floodplain Development Permit Application October 2010 Page 5 of 7 5. Submit the Pre -Application conference summary from the pre -application conference. See Pre -Application Conference summary. S. If you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. If the property Is owned by a corporate entity (such as an LLC, LLLP, etc.) please submit a copy of a recorded " Statement of Authority" demonstrating that the person signing the application has the authority to act in that capacity for the entity. See attached authorization. 11. PROCEDURAL REQUIREMENTS The following outlines the basic administrative process for an application requesting development within the 100 -year floodplain. (This is further detailed in Section 4-203 of Article IV.) 1. Pre -Application Conference (Section 4-103(A)) 2. Application (Section 4-601(A)) 3. Determination of Completeness Section 4-103(C)) 4. Evaluation by Director/Staff Review (Section 4-103 (E)) 5. Director Decision 6. Written Notice of Decision III. SUBMITTAL REQUIREMENTS In addition to the general submittal requirements above, an application for development in the 100 -year floodplain is required to contain the following information which Is more fully detailed in Section 4-503 of Article IV. A. Site Plan. In addition to the site plan requirements set forth in Section 4-502(C)(3), the site plan shall include the following elements. The Floodplain Administrator may require, or the applicant may choose to submit, a more detailed version of all or part of the site plan. (See Standards 7-701) The requirements of Standards T-701 are previously addressed herein. Additional supporting information and diagrams are contained in the WestWater Engineering report (Exhibit E). 1. Base flood boundary and water surface elevations. 2. Floodway boundary. 3. Channel of the watercourse. 4. Existing and proposed topographic contours shown at vertical intervals of no greater than 2 feet. Olsson Associates Antero Divide Creek Crossing Floodplain Development Permit Application October 2010 Page 6 of 7 5. Elevation of the lowest floor, including basement and garage, of each existing and proposed structure. 6. Proposed elevations to which structures will be flood proofed (if applicable). 7. Location, dimension and elevation of proposed landscape alterations. 8. Elevations of existing streets, water supply, and sanitation facilities. 9. Boundaries and total land area of all existing and proposed impervious surfaces, including structures. 10, Location of existing water supply ditches, irrigation ditches and laterals. B. Channel Cross -Section. A typical cross-section showing the following elements: 1. Channel of the watercourse. 2. Boundaries of floodplain adjoining each side of channel. 3. Area to be occupied by the proposed land use. 4. Existing and proposed base flood elevations. C, Construction Specifications. Specifications for construction and materials of buildings, flood proofing, filling, dredging, grading, channel improvements, storage of materials, water supply, and sanitation facilities as applicable. D. Alteration of Water Course. Description of the extent to which any water course will be altered or relocated as a result of the proposed development. E. Floodway Analysis. A floodway analysis prepared by a qualified professional engineer shall be required for all land use proposed to be located in a Floodway, and shall meet the following guidelines. If a detailed hydraulic floodway analysis has not been performed, the Floodplain Administrator shall require the applicant to provide the analysis necessary for determining the floodway boundary. 1. The Floodway Analysis shall be completed using methodology acceptable to the Federal Emergency Management Agency (FEMA) and Colorado Water Conservation Board: 2. The Floodplain Administrator may require a detailed hydraulic floodway analysis based on the identical hydraulic model used to develop the current engineering study adopted by the Board of County Commissioners, if available. 3. The hydraulic model shall be updated to reflect existing hydraulic conditions, to determine any increase in the 100 -year water surface elevation levels that has occurred as a result of development since the floodplain was established. a) Alternate floodway configurations may then be analyzed based on methods as outlined in the current U.S. Army Corps of Engineers HEC - RAS Water Surface Profiles Users Manual and submitted to the Floodplain Administrator for review and approval. b) The analysis shall provide a determination of the cumulative effects of the proposed development, plus the effects of development since the original flood hazard area was established, on the base flood elevation. Olsson Associates Antero Divide Creek Crossing Floodplain Development Permit Application October 2010 Page 7 of 7 c) At the Floodplain Administrator's discretion, where a regulatory floodway has been designated, it may not be necessary to determine the cumulative effects of existing development. 4. Floodway boundary configurations shall be examined and approved by the Floodplain Administrator. The following information shall be included for the stream reach 1000 feet upstream and 1000 feet downstream from the proposed encroachment: a) A copy of the printout for the hydraulic computer model representing the base flood profile run for conditions existing at the time the currently effective floodplain was developed. The printout must include the full input and output listing. b) A copy of the printout from the hydraulic computer model representing the floodway run for the proposed floodway configuration and including developments and other hydraulic changes within the floodplain since the currently effective floodplain was established. The printout must include the full input and output listing with all input changes from the original model highlighted. c) A copy of the floodway data table representing data for the proposed floodway configuration. d) A copy of the currently effective official engineering study showing the existing floodplain and the proposed floodway configuration. e) Certification from a Colorado Registered Professional Engineer that the proposed floodway configuration, in combination with current floodplain hydraulic conditions, meets FEMA and CWCB requirements when evacuated against flood elevations established when the original floodplain study was completed. F. Floodplain Impact Report. An engineering report addressing the standards set forth in Article 7, Section 7-701. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. (Signature of Property Owner) Date Olsson Associates Dixon Water Foundation — Parcel 217911400114 — Surface and mineral owners within 200' radius of property Parcel 217909100027 Town of Silt PO BOX 70 SILT, CO 81652 Parcel 217909100041 Gregorio & Sylvia Delgado P 0 BOX 207 SILT, CO 81652 Parcel 217909100042 Simon Casas 1420 BARBER DR CARBONDALE, CO 81623 Parcel 217909300716 Gypsum Ranch Co, LLC 818 COLORADO AVENUE GLENWOOD SPRINGS, CO 81601 Parcel 217909400108 Kimberly J. Barta 6689 COUNTY ROAD 346 SILT, CO 81652 Parcel 217910200008 Ferguson Crossing, LLC PO BOX 930 PALISADE, CO 81526 Parcel 217910300513 Richard R. Schwabe 511 COUNTY ROAD 331 SILT, CO 81652-9601 Parcel 217910300573 Richard R. Schwabe 511 COUNTY ROAD 331 SILT, CO 81652-9601 Parcel 217910400110 APC RESOURCES LLC 14802 W 44TH AVENUE GOLDEN, CO 80403-1824 Parcel 217910400177 DIVIDE CREEK ENTERPRISE LLC PO BOX 9 SILT, CO 81652 Parcel 217910400517 KIER, VANCE & JOAN 471 COUNTY ROAD 311 SILT, CO 81652 Parcel 217910400574 SCHWABE, RICHARD 511 COUNTY ROAD 331 SILT, CO 81652-9603 Parcel 217910400575 SCHWABE, RICHARD 511 COUNTY ROAD 331 SILT, CO 81652-9603 Parcel 217911 300363 SNOOK, PEARL A 3905 ASH ST FRUITA, CO 81521 Parcel 217911300364 DIEDRICH, DAVID A 990 COUNTY ROAD 311 NEW CASTLE, CO 81647-9613 Parcel 217911400383 FREI FAMILY LIMITED PARTNERSHIP 287 MID VALLEY DRIVE NEW CASTLE, CO 81647 Parcel 217912300237 MIDDLETON, GUY 1912 COUNTY RD 311 NEW CASTLE, CO 81647 Parcel 217912300376 LOCKE, FREDERICK W & MUTTILLO, JEANNE R PO BOX 934 NEW CASTLE, CO 81647 Parcel 217912300533 MCPHERSON, BOBBY R & SANDRA J 2065 COUNTY ROAD 311 NEW CASTLE, CO 81647-9617 Parcel 217912300534 MCPHERSON, BOBBY GLEN & JENNIFER ANNE 2299 COUNTY ROAD 311 NEW CASTLE, CO 81647-9617 Parcel 217912300536 MCPHERSON, BOBBY R & SANDRA J 2065 COUNTY ROAD 311 NEW CASTLE, CO 81847-9617 Parcel 217913100012 MUSGRAVE, RICHARD R & DONNA L 2920 COUNTY ROAD 311 NEW CASTLE, CO 81647-9616 Parcel 217913100554 MCLIN, BRIT C & SHARON T PO BOX 957 SILT, CO 81652 Parcel 217913300009 DISCOVERY FOUNDATION 6060 N CENTRAL EXPRESSWAY, STE 560 DALLAS, TX 75206 Parcel 217913400008 GARFIELD COUNTY SCHOOL DISTRICT RE -2 839 WHITERIVER AVENUE RIFLE, CO 81650-3515 Parcel 217913400011 MARIANNE ALAMENO 2980 COUNTY ROAD 311 NEW CASTLE, CO 81647 Parcel 217913400016 DIXON WATER FOUNDATION 4528 COUNTY ROAD 398 DECATUR, TX 76234 Parcel 217914300001 SUTHERLAND, SCOTT R & HEIDI L 1430 MINEOTA DR SILT, CO 81652-9577 Parcel 217914300002 LAWSON, ROBERT K & BRENDA K 1514 MINEOTA DRIVE SILT, CO 81652 Parcel 217914300003 TURNER, LAURIE 1620 MINEOTA DR SILT, CO 81652 Parcel 217914300004 FREI, LORI 1714 MINEOTA DRIVE SILT, CO 81652 Parcel 217914400005 MURPHY III, NICHOLAS JAMES 1812 MINEOTA DRIVE SILT, CO 81652 Parcel 217914400006 HAFTEL, HOWARD C & GABRIELLA 3698 VALLEY VIEW ROAD GLENWOOD SPRINGS, CO 81601-4555 Parcel 217914400007 DELSAS, DENNIS & JANNA 85 SENECA DR SILT, CO 81652-9307 Parcel 217915102005 YENTER, MARTIN TERRY & PAMELA J 604 MINEOTA DRIVE SILT, CO 81652-9577 Parcel 217915102006 DAVIS, MATTHEW & CAROL JEAN 680 MINEOTA DRIVE SILT, CO 81652-9577 Parcel 21 7915102024 MEYERS, AUDREY A & DOUGLAS J 834 MINEOTA DRIVE SILT, CO 81652 Parcel 217915202001 SMITH, D BRENT & BRENDA J 160 MINEOTA DRIVE SILT, CO 81652 Parcel 217915202002 SNOW, ROBERT L & AMY M 284 MINEOTA DRIVE SILT, CO 81652-9577 Parcel 217915202021 DIXON WATER FOUNDATION & THE DISCOVERY FOUNDATION 6060 N CENTRAL EXPRESSWAY, STE 305 DALLAS, TX 75206 Parcel 217915202022 NELSON, DANIEL ❑ & CHRISTINA R 416 MINEOTA DRIVE SILT, CO 81652 Parcel 217915202023 FAZZI, ROY L & SHAWNA C 530 MINEOTA DRIVE SILT, CO 81652-8780 Parcel 217915402009 COLLINS, BRUCE A & BETTY J 1116 MINEOTA DRIVE SILT, CO 81652-9577 Parcel 217915402010 MERCER, TIMOTHY & VOLAHELEN PO BOX 96 SILT, CO 81652 Parcel 217915402012 MUNOZ, EVARISTO & AGUSTINA 1354 MINEOTA DRIVE SILT, CO 81652-9577 Parcel 217915402025 BAKER, STEVEN C & JENNIFER L 617 W 12TH STREET GLENWOOD SPRINGS, CO 81601-3213 Parcel 2179161 00438 DRY CREEK PROPERTIES, LLC PO BOX 53884 LAFAYETTE, LA 80505 Parcel 21791 6102003 DAVIDSON, DENNIS F & JULIE M 6632 COUNTY ROAD 346 SILT, CO 81652-9673 Parcel 217916102005 KURETICH, ANTOINETTE 6636 COUNTY ROAD 436 SILT, CO 81652-9673 Parcel 217916102009 GRIMM, MICHAEL C & RUTH A 6634 COUNTY ROAD 346 SILT, CO 81652 Parcel 217916400440 ARROYO, FJ 12 BULLRUSH COURT STAFFORD, VA 22554 MINERAL OWNERS WITHIN 1/4 MILE RADIUS Mineral Owners Address Aldrich, Frances D. 1988 Trust Antero Resources Corporation Arbaney, Jennifer Ruth B.J. McPherson LLLP Bagley, Charles Allen Bagley, George Eugene Bagley, Luke Alien Bagley, Paul Lewis Batcomb, Stephen S. Bee!man, Michele M. Bill, Anne Melissa Bird, Nancy Joyce Blake, Thomas Walter Trust Braelz, Geraldine A. Clayton, Jan Trust Clugston, Janice Lee Craig, Rose Marie D & L McPherson LLLP Dedisse, Vernon P., Jr. Delaney, William Robert, Estate of Dent, Carolee Dixon Water Foundation Elmore, Derrill G., 111 Elmore, Derrill G., Jr. Elmore, Winifred Esteve, Jose A. F & C McPherson LLLP clo Bank of America as Agent, Post Office Box 830308, Dallas, TX 75286-0301 162517th Street, Suite 300, Denver, CO 80202 0401 County Road 137, Glenwood Sprigs, CO 81601 clo Lori Satterfield, 7173 Pintail Drive, Carlsbad, CA 92011 827 North Happy Valley Road, Nampa, ID 83687 6044 County Road 233, Silt, CO 81652 540 Crawford Lane, Palisade, CO 81526 1073 County Road 260, Silt, CO 81652 717 South Wildhorse Drive, New Castle, CO 81847 6319 Tchouplloulos Street, New Orleans, LA 70118 4801 Westridge Avenue, Ft. Worth, TX 76116 Post Office Box 240, DeBeque, CO 81630 clo Bill Patterson, CPA, 1115 Barkdult Street, Suite A, Houston, TX 77008-t- 3131 N.E. 55th Court, Ft. Lauderdale, FL 33308-3428 clo Ms. Jan Clayton, 25980 Quail Lane, Los Altos Hills, CA 94022-3498 Box 85, Lyons, OR 97358 204 County Road 338. Parachute, CO 81035 PO Box 233, Craig, CO 81626-0233 1883 Wazee Street, Apt. 3-C, Denver, CO 80202 Post Office Box 2115, Glenwood Springs, CO 81602 33 Conquest Court, Sandia Park, NM 87047 8060 North Central Expressway, Suite 305, Dallas, TX 76208 10929 West Cave Boulevard, Dripping Springs, TX 78620 5455 La Sierra Drive, #511, Dallas, TX 75231 5103 Ledgestone, Ft. Worth, TX 78132 c/o ECOM USA, Attn: Bill Nabors, 3141 Hood Street, Suite 200, Dallas, TX 75 /03513100 Road, Lamar, CO 81420 Ferguson, Sarah Foushi, Barbara Ann Glaser, Donna A. Hetiey, Karl, Jr. Hass, Bonnie Pearl Hoaglund, Marylee JG & MR McPherson LLLP Jones, Del Jones, Jerry and Christine Jones, Michael Jones, Paula Special Needs Trust Ligon, Joseph Mike Long, Patricia Ellen Raley Mall, Jake Buri and Donna Kay Mall, Martin Charles Matticks, Janice M., Living Trust McClung, Stella Caroline McClure, Ralston H. McKinley, George B. McNamee, June Meta McPherson, Betty Jean, Estate of McPherson, Clifford E. McPherson, Donald L. McPherson, Kenneth W. McPherson, Leslie Dale McPherson, Leslie Dale and Jeanne L. McPherson, Michael Warren McPherson, Milton Warren McPherson, Roy Melsner, Bessie Natalie c/o Tom Ferguson, Goldman Sachs & Co., 100 Crescent Court, Suite 1000, Da 75201 301 Zuni Drive, Grand Junction, CO 81503 2780 143rd Avenue, #70, Rapid City, SD 57701 8171 Bay Colony Drive, #1102, Naples, FL 34108-7565 1397 North Challenger Drive, Pueblo West, CO 81007 10876 Melody Drive, Norlhgienn, CO 80234 78 St. Andrews Circle, Durango, CO 81301 6814 Norvara Trail, Spring, TX 77379 9104 Jensen Court NE, Albuquerque, NM 87112 Post Office Box 2831, Edgewood, NM 87015 c/o Jerry Jones, 9104 Jensen Court NE, Albuquerque, NM 87112 111 Knox Lane, Seymour, TX 76380 3195 F Road, #7, Grand Junction, CO 81504 110 West 6th Street, Rifle, CO 81650 Post Office Box 465, Chglak, AK 99567 2718 East Yucatan Court, Grand Junction, CO 81508 4200 Summers Lane, #58, Klamath Falls, OR 97603 1101 Loggins Trail, Pootville, TX 76487 Post Office Box 919, Evanston, WY 82931-0919 21007 North 124th Avenue, Sun City West, AZ 85275 c/a Lori Satterfield, 7173 Pintail Drive, Carlsbad, CA 92011 697 Bristle Cone Way, Silt, GO 81652 Post Office Box 922, Meeker, CO 81641 1055 Main Street, Meeker, CO 81641 1859 County Road 344, Silt, Co 81652 1859 County Road 344, Silt, Co 81652 21103 State Highway 11, Barnsdall, OK 74001 3111 Pine Cone Court, Grand Junction, CO 81504 2085 County Road 311, New Castle, CO 81647 40 Blackburn Place, Ventura, CA 93004 Nelson, Colleen 439 Eisenhower Drive, Louisville, CO 80027 Patch, Rufus Craig 1810 County Road 259, Rifle, CO 81650 Pollvogi Garfield LLLP 9324 North Paseo Palo Verde, Casa Grande, AZ 85222 Powell, Susan Alatia 451 Stierman Way, Eagle, ID 83616 R & S McPherson LLLP 2065 County Road 311, New Castle, CO 81647 Raley, Errol Rufus 844 20-1/2 Road, Fruita, CO 81521 Raley, Robert Daniel 6707 Mineral Drive, San Diego, CA 92119 Raley, Robert Wesley Posl Office Box 47, Lakeview, AR 72642 Saville, Frances Cavett, Estate of cfo Dale William Saville, Ind. Executor, 1500 Ferncliff Road, Charlotte, NC 282 Scarrow, Phyllis Anita 4756 County Road 309, Parachute, CO 81635 Schwabe, Richard 511 County Road 331, Sill, CO 81652 Scoll, Lana Arleen 6615 Kuna Road, Kuna, ID 83634 Seeburg, J.P., II Trust c/o Mick Seeburg, Trustee, 1400 Axtell-Anceney Road, Bozeman, MT 59716 Seeburg, Noel M., Jr. c/o Harvey & Battey, P.A., Post Office Drawer 1107, Beaufort, SC 29901-1107 Snowberg, Verlin A. Box 38, Big Arm, MT 59910 Terry, June, fke June Allen 3257 Collyer Avenue, Clifton, CO 81520 The Discovery Foundation 6060 North Central Expressway, Suite 305, Dallas, TX 75206 Thulson, John A. 210 South Ridge Court, Parachute, CO 81635 Thulson, Molly M. Post Office Box 726, New Castle, CO 81647 Tipton, Louis J., Mrs. 1000 Camelot Drive, #6246, Harlingen, TX 78550 Walker, Mary Ramona 0703 County Road 250, Sill, CO 81652 Wiles, Barbara Fern 5428 Bobcat Street, Fredrick, CO 80504 Wolff, Joyce 8308 Briar Drive, Dallas, TX 75243-7020 Baker, Steven and Jennifer 617 West 12th Street, Glenwood Springs, CO 81601 Powell, Susan Alatia 451 Siierrnan Way, Eagle, ID 83616 Raley, Thomas Lee P.O. Box 43036, Tucson, AZ 85733 Houseman, Betty 2180 Overlook Road, Grand Junction, CO 81507 Ukete, Robert L. PO Box 692, Bloomfield, NM 87413 Ukele, Howard William 4811 East 17th St., Casper, WY 82609 Kenneth A. McPherson Trust c/o Bank of Oklahoma PO Box 1588, Tulsa OK 74101-1588 I. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS: • Garfield County Comprehensive Plan of 2000 • Section 11 (Environmental Constraints), Section 111 ( Natuual Environment) • Garfield County Unified Land Use Resolution 2008 o Article III, Zoning (section 3-102 A rind 3-401) o Article IV, Application and Review Procedures (Section 4-103 and 4-203) o Article, VII, Standards (Sections 7-203; 7-204; 7-205; 7-207; 7-212,13 and 7- 701) I[. PROCESS In summary, the process will be the following (4-101 A and 4-104): 1. Pre -application Meeting (held September 23, 2010) 2. Submittal of complete Flood Plain Development Application 3. Review by staff for Technically Complete (TC) Status 4. Notice of TC to applicant with schedule; Applicant submits copies for referral to reviewing agencies 5. Applicant prepares public notice for mailing to all property owners within 200 feet of site 6. Applicant submits copies to be sent to referring agencies and departments 7. Staff report preparation 8. Following Director's Decision, Director will inform the applicant and Board of County Commissioners 9. If public comment is received in opposition to the decision the application will be scheduled for a public hearing before the Board of County Commissioners for review and decision at the earliest available scheduled public meeting. III. APPLICATION REVIEW a. Review by; Staff for completeness reconunendation and referral agencies for additional teclmical review b. Public Hearing; X Planning Director Plarururg Conunission Board of County Commissioners Board of Adjustment c. Referral Agencies: Garfield County Road and Bridge US Anny Coip of Engineers Garfield County Vegetation Management IV. APPLICATION REVIEW FEES a. Planning Review Fees: c. Total Deposit: $ 400 Garfield County Attorney Garfield County Public Health City/Town of Silt $ (additional hours are billed at 8_40,50_ /hour) L REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS: • Garfield County Comprehensive Plan of 2000 • Section II (Environmental Constraints), Section XII ( Natural Environment) • Garfield County Unified Land Use Resolution 2008 o Article III, Zoning (section 3-102 A and 3-401) o Article IV, Application and Review Procedures (Section 4-103 and 4-203) o Article, VII, Standards (Sections 7-203; 7-204; 7-205; 7-207; 7-212, B and 7- 701) II. PROMS In summary, the process will be the following (4-101 A and 4-104): 1. Pre -application Meeting (held September 23, 2010) 2. Submittal of complete Flood Plain Development Application 3. Review by staff for Technically Complete (TC) Status 4. Notice of TC to applicant with schedule; Applicant submits copies for referral to reviewing agencies 5. Applicant prepares public notice for mailing to all property owners within 200 fcct of site 6. Applicant submits copies to be sent to referring agencies and departments 7. Staff report preparation 8. Following Director's Decision, Director will inform the applicant and Board of County Conunissioners 9. If public comment is received in opposition to the decision the application will be scheduled for a public hearing before the Board of County Conunissioners for review and decision at the earliest available scheduled public meeting. III. APPLICATION REVIEW a. Review by: b. Public Hearing: Staff for completeness recommendation and referral agencies for 'additional technical review X Planning Director Planning Conunnission Board of County Cointnissioners Board of Adjustment c. Referral Agencies: Garfield County Road and Bridge US Anny Corp of Engineers Garfield County Vegetation Management IV. APPLICATION REVIEW FEES a. Planning Review Fees: $ 400 c. Total Deposit: Garfield County Attorney Garfield County Public Health City/Town of Silt $ (additional hours are billed at $_40.50_ /hour) General Application Processing Planner reviews case for completeness and sends to referral agencies far comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review, Case planner makes a reconunendation of approval, approval with. conditions, or denial to the appropriate. hearing body. llsclaiuuer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Jere-applicatjon_Sumnrally Prepared by; Attt+cpme�uts: 0-6-/c7 Date A digital version of Planning Applications are available on-line at; intp://www.garfield- county.conilladex,aspx?page=1113 Please refer to the above noted sections of the Unified Land Use Resolution of 2008 located at; ittip://www.garfreld-county.comilndex.asnxbage..578 UMAnd Use 201(llnrlaod PialalRntero• Divfdc CruklPreApp memo 1O.6-10.docx General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Aisciahner The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Y'i e -application Summary Prepared by: Attachments;. 0r 6 " /t Date A digital version of Planning Applications are available on -Line at; http;!lwww.garfteld- eoun#y, comitndex.as.px7page=l 1 l 3 Please refer to the above noted sections of the Unified Land Use Resolution of 2008 located at; littpout,garleicizomftcomAncimaspamg, Mend Uso2010Cood PIAMntera• Divide Creek1PreApp memo 10.6-10.doax 1 4 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www. clarfield-county. com PRE -APPLICATION CONFERENCE SUMMARY PLANNER: Gale Carrnoney Pre -App DATE: 9-23-10 PROJECT: Antero -Divide Creek pipeline PARCEL: COMPREHENSIVE PLAN: ZONING: Rural OWNER(s): Dixon Water Foundation. McLin, Regulski, Simonson 'REPRESENTATIVE: Lone Prescott, David Krickbaum-Olsen Associates PRACTICAL LOCATION: Intersection of CR 311 and 335 TYPE OI APPLICATION: Flood Plain Development GENERAL PROJECT DESCRIPTION — On September 23, 2010, staff met with representatives from Olsen Associates to discuss the Floodplain developinent permitting process and review. The proposal is.to install gas and water pipelines within the floodplain of Divide Creek. Because the lines were less than 12" in diameter and less than 5 miles in length the pipeline had been allowed under a county grading permit, The original plan was to bore under the intersection of CR 311 and Divide Creek to avoid potential impacts to Divide Creek; however, after the construction crew encountered large rocks and other impenetrable materials it was determined that an open cut ditch across the floodplain would be the appropriate contingency plan. The intent of this plan is to install coffer damns and divert Divide Creek while constructing the open cut ditch. Once the ditch is completed, the landscape will be returned to prcconstnietion elevations/contours and replanted. West Water Engineering has performed wetland delineation and requested a Nationwide permit from the US Army Corp of Engineers. A review of Garfield County's flood plain maps show that this portion of Divide Creek is within the 100 year flood plain and will require a flood plain developinent permit from the county. Please be aware, that as long as there are legal or code enforcement issues with the pipeline crossing the Regulski property the county will not issue any land use permits for this application. Refer to Section 12-103 D. 2 of the Unified Land Use Resolution 2008 in regards to withholding building or lnnd development permits. GARFIELD COUNTY Building & Planning Department 108 e Street, Suite 401 Glenwood Springs, Colorado 81801 Telephone: 970.945. €1212 Facsimile: 970.384.3470 www.garfield-county.com PRE -APPLICATION CONFERENCE SUMMARY PLANNER: Gale Carmoncy Pre -App DATE: 9-23-10 PROJECT: Antero -Divide Creek pipeline PARCEL: COMPREI ENSIVE PLAN: ZONING: Rural OWNER(s): Dixon Water Foundation. McLin, Regulski, Simonson REPRESENTATIVE: Lorne Prescott, David Kr.•ickbaum-Olsen Associates PRACTICAL LOCATION: intersection of CR 311 and 335 TYPE OF APPLICATION: Flood Plain Development GENERAL PROJECT DESCRIPTION — On September 23, 2010, staff met with representatives from Olsen Associates to discuss the Floodplain development permitting process and review. The proposal is to install gas and water pipelines within the floodplain of Divide Creek, Because the lines were less than 12" in diameter and Less than 5 miles in length the pipeline land been allowed under a county grading permit. The original plan was to bore raider the intersection of CR 311 and Divide Creek to avoid potential impacts to Divide Creek; however, after the construction crew encountered Iarge rocks and other impenetrable materials it was deterrnined that an open cut ditch across the floodplain would be the appropriate contingency plan. The intent of this plan is to install coffer damns and divert Divide Creek while constructing the open cut ditch. Once the ditch is completed, the landscape will be returned to preconstruction elevations/contours and replanted. West Water Engineering has performed wetland delineation and requested a Nationwide permit from the US Array Corp of Engineers. A review of Garfield County's flood plain maps show that this portion of Divide Creek is within the 100 year flood plain and will require a flood plain development permit from the county. Please be aware, that as long as there are legal or code enforcement issues with the pipeline crossing the Regulski property the county will not issue any land use permits for this application. Refer to Section 12-103 D. 2 of the Unified Land Use Resolution 2008 in regards to withholding building or land development permits. Ferguson, Sarah Foushi, Barbara Ann Gieser, Donna A. Hefley, Karl, Jr. Hess, Bonnie Peart Hoaglund, Marylee JG & MR McPherson LLLP Jones, Del Jones, Jerry and Christine Jones, Michael Jones, Paula Special Needs Trust Ligon, Joseph Mike Long, Patricia Ellen Raley Mali, Jake Burl and Donna Kay Mall, Marlin Charles Matticks, Janice M., Living Trust McClung, Stella Caroline McClure, Ralston H. McKinley, George 8. McNamee, June Akita McPherson, Betty Jean, Estate of McPherson, Clifford E. McPherson, Donald L, McPherson, Kenneth W. McPherson, Leslie Dale McPherson, Leslie Dale and Jeanne L. McPherson, Michael Warren McPherson, Milton Warren McPherson, Roy Melsner, Bessie Natalie c/o Tom Ferguson, Goldman Sachs & Co., 100 Crescent Court, Suite 1000, Da 75201 301 Zuni Drive, Grand Junction, CO 81503 2780 143rd Avenue, #70, Rapid City, SD 57701 8171 Bay Colony Drive, #1102, Naples, FL 34108-7565 1397 North Challenger Drive, Pueblo West, CO 81007 10878 Melody Drive, Norlhglenn, CO 80234 78 Si. Andrews Circle, Durango, CO 81301 6814 Norvara Trail, Spring, TX 77379 9104 Jensen Court NE, Albuquerque, NM 87112 Post Office Box 2631, Edgewood, NM 87015 do Jerry Jones, 9104 Jensen Court NE, Albuquerque, NM 87112 111 Knox Lane, Seymour, TX 78380 3195 F Road, #7, Grand Junction, CO 81504 119 West 6th Street, Rifle, CO 81650 Post Ottiioe Box 465, Chglak, AK 99567 2718 East Yucatan Court, Grand Junction, CO 81506 4200 Summers Lane, #58, Klamath Falls, OR 97603 1101 Loggins Trail, Poolville, TX 76487 Post Office Box 919, Evanston, WY 82931-0919 21007 North 124th Avenue, Sun City West, AZ 85275 do Lori Satterfield, 7173 Pintail Drive, Carlsbad, CA 92011 697 Bristle Cone Way, Silt, CO 81852 Post Office Box 922, Meeker, CO 81641 1055 Main Street, Meeker, CO 81641 1659 County Road 344, Silt, Co 81852 1859 County Road 344, Slit, Co 81652 21103 State Highway 11, Bamsdall, OK 74001 3111 Pine Cone Court, Grand Junction, CO 81504 2085 County Road 311, New Castle, CO 81647 40 Blackburn Place, Ventura, CA 93004 Nelson, Colleen 439 Eisenhower Drive, Louisville, CO 80027 Patch, Rufus Craig 1810 County Road 259, Rifle, CO 81650 Pollvogt Garfield LLLP 9324 North Paseo Palo Verde, Casa Grande, AZ 85222 Powell, Susan Alatia 451 Stierman Way, Eagle, ID 83616 R & S McPherson LLLP 2065 County Road 311, New Castle, CO 81647 Raley, Errol Rufus 844 20-1/2 Road, Fruits, CO 81521 Raley, Robert Daniel 6707 Mineral Drive, San Diego, CA 92119 Raley, Robert Wesley Post Office Box 47, Lakeview, AR 72642 Saville, Frances Cavett, Estate of c/o Dale William Saville, Ind. Executor, 1500 Ferncliff Road, Charlotte, NC 282 Scarrow, Phyllis Anita 4756 County Road 309, Parachute, CO 81635 Schwabe, Richard 511 County Road 331, Sill, CO 81652 Scolt, Lana Arleen 6615 Kuna Road, Kuna, ID 83634 Soeburg, J.P., 11 Trust c/a Mick Seeburg, Trustee, 1400 Axtell-Anceney Road, Bozeman, MT 59718 Seeburg, Noel M., Jr. c/o Harvey 8 Battey, P.A., Post Office Drawer 1107, Beaufort, SC 29901-1107 Snowberg, Verlin A. Box 36, Big Arrn, MT 59910 Terry, June, Ike June Allen 3257 Collyer Avenue, Clifton, CO 81520 The Discovery Foundation 6060 North. Central Expressway, Suite 305, Dallas, TX 75206 Thulson, John A. 210 South Ridge Court, Parachute, CO 81635 Thulson, Molly M. Post Office Box 726, New Castle, CO 81647 Tipton, Louis J., Mrs. 1000 Camelot Drive, #6246, Harlingen, TX 78550 Walker, Mary Ramona 0703 County Road 250. Sill, CO 81652 Wiles, Barbara Fern 5428 Bobcat Street, Fredrick, CO 80504 Wolff, Joyce 8308 Briar Drive, Dallas, TX 75243-7020 Baker, Steven and Jennifer 617 West 12th Street, Glenwood Springs, CO 81601 Powell, Susan Alatia 451 Stierrnsn Way, Eagle, ID 83616 Raley, Thomas Lee P.O. Box 43036, Tucson, AZ 85733 Houseman, Betty 2180 Overlook Road, Grand Junction, CO 81507 Ukele, Robert L. PO Box 692, Bloomfield, NM 87413 Ukele, Howard William 4811 East 17th St,, Casper, WY 82609 Kenneth A. McPherson Trust c/o Bank of Oklahoma PO fax 1588, Tulsa, OK 74101-1588 FloO+dplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation O� OLSS ASSOCIATES Exhibit A — Vicinity Map OA Project No. 010-2096 October 2010 Revised March 2011 826 21 '/: Road I Grand Junction, CO 81605 1970.263.78001 Fax 970,263.7456 • . . n • ..4 i.1 t• d+ ilul lertq .q _• r �� ILS. ���•,r, ;�:rirs r rrri r :,� �i �e'i i�u ii ■r_. — Screams =I Parcels County Roads Q 217912300339 (Area: 4 acres) n 217911400114 (Area: 1,377 acres) 0 05 Garfield County Rural Zoning Designation Niles 010-2086 ORANH 8 Bnae 5 DATE: 2758!2011 VICINITY MAP DIVIDE CREEK CROSSING ANTERO RESOURCES GARFELD COUNTY, COLORADO O\OLSSON ASSOCIATES 826 21.1!2 ROAD GRAND JUNCTION, CO 81505 TEL 870.263 7803 FAX 970.263.7456 3 Floodplain Development Permit Parcel # 2179-114-00-114 Aritero Resources Corporation OLSS ASSOCIATES Exhibit B -- Deed and Legal Description OA Project No. 010-2096 October 2010 Revised March 2011 826 21 'I: Road 1 Grand Junction, CO 815051 970.263.7800 1 Fax 970.263.7456 752448 07/17/2008 01:40:38 PM Page 1 of 8 Jean Alberico, Garfield County, Colorado Rec Fee: $41.00 Doc Foe: $0.00 eRecordod STATE CO RADO COUNTY OP GARFIELD § WARRANTY DEED NOW ALL MEN BY THESE PRESENTS THAT: WHEREAS, Valley Farms, Inc., Dissolved June 25, 2008, a Colorado corporation ("Grantor") owns the real property ("Property") described in Wait bit A attached hereto and made apart hereof, WHEREAS, Grantor has been dissolved by filings with the Secretary of State of Colorado (as evidenced by the Record Confirmation attached hereto) and all of its assets including the Property are being distributed to the sole shareholder of Grantor which is Clinton W. Joey, Jr., Ted ependent Executor of the Estate of Roger M. Dixon, Deceased ("Grantee"). WHEREAS, Grantor desires to evidence of record the distribution of the Property to Grantee by the delivery and rccordingof this deed. NOW, THBRBPORB, the Grantor, for and in consideration of the sum of $10.00 DOLLARS, , the .receipt and suffioienoy of which ars hereby acicnowlodged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, se11, convoy and confirm unto the Grantee, his successors and assigns forever, the Property, together with improvements,. if any, situate, lying and being in the County of Garfield and State of COLORADO, described on ptiatA attached hereto and made a pari hereof. The terra} "Property" also covers and includes a]I of Grantor's interest in all real property, if any, ownod or hereafter acquired by Grantor and located in the county in which this instrument is filed even though omitted from Lltihit A or not otherwise described thereon, TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in Iaw or 'Nulty, of, in and to the Property, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said Grantee, his successors and assigns forever. And the Grantor, for itself, its successors and assigns, does covenant, grant, bargain and agree to and with the Grantee, his successors and assigns, that at the time of the delivery of those presents, it is well seized of the premises above conveyed, and has good fight, full power and lawfisl authority to grant, bargain, sell and convey the same in manner and fbrrn aforesaid, and that the saute aro free and clear from all former and other grants, bargains, sales, liens, taxes, asaessmonte, encumbrances and restrictions of whatever kind or nature whatsoever, except general taxes for the current year and subsequent years .and subject to easements, restrictions, reservations, covenants and rights of way whether or not of record to the extent still to effect (herein called the "Permitted Encumbrances"). This conveyance is made Subject to (i) prior eonveyances of the oil, gas and other mineral estate to third parties and (11) Lease to McPherson Farms, LLC for agricnitnral purposes. D41182 000045 tint.zA$ 2354839.3 1 752448 07/17/2008 01:40:38 PM Page 2 of 8 Jean Alberlca, Garfield County, Colorado Roc Fee: $41.00 Dec Foe: $0.00 °Recorded The Grantor shall and will WARRANT AND FOREVER DEFEND the Property in the quiet and peaceable possession of the Grantee, his sueccssoxs and assigns, against all and every person or persons lawfislly claiming the whole or any part thereof, aubjeGt to the Permitted Encumbrances. The singular number shall include the plural, the plural' the singular, and the use of any grader shall be applicable to all genders. IN WITNESS WHEREOF the Grantor has executed this decd ori the date set forth above. VALLEY FARMS, INC,, DISSOLVED TUNE 25, 2008 Er The address of Grantee is; 6060 North Central Expressway, Suite 305 Dallas, Texas 75206 STATE OF TEXAS COUNTY OF DALLAS Robert Potts, Prbsident This iniatniment was acknowledged before me o Potts, President of Valley Farms, Inc., Dissolved June behalf of said corporation. JANET SAMFORD NOTARY Pua1,4C Slate Ol Taxes comm. Exp. 09.23.200V My Commission Expires: qfr-U/C11 fi, 2008, by Robert Colorado corporation, on Public, State of Texas ET 5i74Kri.?-012.1 (Printed Name) 40882O3ODO3 DALLAS 2351839.3 2 752446 07/17/2008 01:40:38 PM Page 3 of 8 Jean Alberica, Garfield County, Colorado Roc Fee: $41.00 Doc Fee: $0.00 eRecorded E1 ' A Pert I h tract of land situate in sections 9,10,11,12,13,14;15 and 16, Township 6 South, flange 92 West of the 6th Principal Meridian, Garfield County, Colorado, being more particularly described as follow': Beginning at the southwest Cotner of Mineota midge Estates, tiling No. 3, County of Garfield, State of Colorado; thence N 00'31`27" W 1184.42 fent along the west lino of said Uineota Ridge Estates, Filing No. 3, County of Garfield, state of Colorado! thence N 85'22'50'' R 891.82 Eget along the north line of Mineota Ridge Estates, riling No 11,thence 5.81°37609" t.4 12.16 feet along the south line of a tract of land described in Rook 801 at .Page 638 of the records of the Clerk and Recorder of Garfield County, Colorado; thence 3 70'27'55" W 123'.14 feet along said south line; thence 8 70'27'56" 11 506.91 feet along the south .line of a tract of land•cieacribed in gawk 801 at Page 837 of the records of the Clerk and Recorder of Garfield County, Colorado; thence S 66°29'49" W 680.62 feet elbng the north line of said Mineota Ridge Estates, Filing No. 1; thence s 80'22'31" W 1559,15 feet along the north line of said Mineota Ridge Fstatea. riling No. 1; thence H 37°57'33" W 1649.17 feet along the north line of I4ineota Ridge Estates, Filing No 2, County of Garfield, State of Colorado to a point on the north line•of Amender! Plat of Lots 7 s 8, (Mineota Ridge Estates, Filing No. 2; thence along said north line the following courses: thence H 52'07'28" W 299,49 feet; thence ,N 52°07'28" W 220.70'feet; thence N 46°07'15" W 310.14 feet; thence ti $5°55'50" W 154.26 feet.; thence N 38"20'25" 11, 8.05 feet to a point on said north line of Mineota Ridge 5states, Filing No. ,21 thence along said north line the fellowin? Gou•rses; thence'N 66'30'39" W.635.52 feet, thence S 82'40'12" 1 998,62 feet; thence' 5 59'20'42" W 1388./'7 feet; thence H 60°50'30" W 800.15 feat; thence 5•31'56109" 14 265.00 feat 'along said northerly boundary to the'weet line of said Section 15; thence N 00'25'45" W 111.95 feet along said section line to the west right of way line of County Road No. 331 r thence S 31'50'09" 14 257.28 feet along said right of way 11ne; thence 403.90 feet along the aro of a curve to the left, having a radius of 550.16 feet, a central angle of 42'03'42", and subtending a chord bearing S 10'56'18" W 394.89 feet along, said right of way line; thence . • 10'05'33" E 332.30 feet along said right of why line? thence S 89`36'50" 14 1159.60 feat along the south line of the E1/2 of the NE1/4 of said Section'15; thence N 00'21'54" W 1302.90 feat along the west line of the 51/2 752448 07/17/2008 01:40:38 PM Pogo 4 of 8 Jean Alberico, Garfield County, Colorado Roc Fee: $41.00 Doc Fee: $0.00 ePecorded Stillwater New L,egal.txt of the NE1/4; thence 8 59°38'13" W 629.37 feet along the south line of the E1/2 Df the NW1/4 of the NE114 of said Section -16; thence N 00'22'02" W 1301.72 feet along the east line of the Amended Giomi Minor Subdivision Exemption' County of Garfield, State of Colorado to the north line of seid Section 16; thence S 89/401441 Si 0,47 feet along the berth line of Section 16; thence N 00°37'48" W 1326.09 feet alone a line parallel to and 30 feet east of the west line of the Ei/2 of the SW1/4 of the 8E1/4 of said Section 9 to the north line of said E1/2 of the $W1/4 of the SE1/4; thence •N 89°32'14" E 279.75 feet along said north line of said E1/2 of the SWI/4 of the 5E1/4 to a fence line; thence N 00°32'34" W 1649,50 feet along said fence line end e northerly exterrsion of said fence line to the center of the Colorado River; thenoe N 83°46'02" E 251.93 feet along the center of the Colorado Riyer; thence S B5°05'16" E 984.78 feet along the center of the Colorado River; thence 5 76623'17" E 1838.73 feet along the center of the Colorado River; thence S 13°D2'34" W 850.00 feet to terminus of Dry Hollow Creek; thence along the center of Dry Hollow Creek the following courses: 5 24°01'03" 14 98.59 feet; thence $ 01°15'45" W 130.61 feet; thence s 18655'56" E 118.94 feet; thence S 09939'59" E 98.62 feet to the center of the Rising Sur► Ditch; thence along the center of the Rising Sun Ditch the following coursest N 89°36'19" E 106,76 feet; thence 5 50'43'23" E 133.90 feet; thence 3 52°17'32"E 203.54 feet; thence 5 25'29'OS" E 157,11 feat; thence 5 41°54'19" E 114.99 feet; thence 5 67637'50" E 241.92 'feet to the east line of the west 1/2 of Lot 11 of said Section 10; thence 8 00'34'33" E 687.20 feet along maid east line of the west 1/2 of Lot 11 to the south line of said Section 10; thence N 89'22'33" E 1074.80 feet along the south line of said Section 10; thence N 03°34'37°' E 543.11 feet along the east line of a parcel of land described in Book 757 at Page 665 of the records of the Clerk and Recorder of Garfield County, Colorado and a northerly extension of said line to the center of the Rising Sun Ditch; thence along the center of raid ditch the following couraeo; N 80642'46" 5 151.24 feet; thence N 7S'41'18" -E 151.98 feet; thence N 70°27'39" E 206,82 feet; thence H 64611'28" 8 47.44 feet; thence N 72°04'10" E 251,29 feet; thence N 6$612'45" E 107.32 feet; thence H 73'43'34" C 42.22 feet; thence N 63°57'05" E 93.27 feet; thence N 51°09'12" E 79.66 feet to the west line of a parcel of land described in Book 420 at Page 576 of the records of the Clerk and Recorder of Garfield County, Colorado; thence S 09°57'32" E 40.00 feet along said west Page 2 752448 07117/2008 01:40;38 PM Page 5 of 8 Jean Alberto, Garfield County, Colorado Rec Fee: $41.00 Doc Fee: $0.00 °Recorded Stillwater New I.e ga l . t xt line to the SW corner) thence N 02'44'43" E 510,83 feet along the south line of said parcel described in book 420 at Page 5,76 to the 8E corner) thence N 77'42'44" E 95.65 feet to a fence described in exception to Book 420 at Page 150 of the records of the Clerk and Recorder of Garfield County, "Colorado) thence along said fence the following courees: N B9°04128" 6 793.46 feet; thence Ti 63610'05" E 1219.09 feet) thence 5 03'28'41" E 390.69 feet along said fence and a southerly extension of said fence to the south right of way line of County Road No. 311; thence along said south right of way line the following courses: N 81°39'09" E 124.18 feet; thence H 82'30'39" E 282.34 feet) thence 142.44 feet along the arc of a curve to the left, having a radius of 414.73 feet, a central angle of 19'40'43", and subtending a chord bearing N 72'40'17" E 141.74 feat) thence N 62'49'56' E 357.75 feet; thence 376.52 feet along the arc of a curve to the right, having a radius of 2594.93 fest, a central angle of 8'18'49": and subtending a chord bearing N 66'59'21" t 376.19 feat) thence N 71'08'45"'6 1231.32 feet; thence N 67'40'48" E 355,23 feet) thence N 81'44'38" E 265.70 feet) thence N 65°50'19" E 185,32 feet; thence N 62°42'04" £ 441.51 feetr thence N 59°46'00" E 305.67 feat) thence 296.18 feet along the arc of a curve to the right, having a radius of 494,60 feet, a central angle of 34'18'36", and subtending a chord bearing N 76'55'10" E 291,77 ;Peet) thence 5 85'55'25" E 169,01 feet, thence 139.92 feet along the arc of a curve to the left, having a radius of 488.33 feet, a central angle of 16'25'03", and subtending a chord bearing N 85'52'04" E 139,45 feet; thence N 77°39'33" E 14.06 feet; thence 78.89 feet along the arc of a curve to the left, having a radius of 558.34 feet, s central angle of 8'05'46"r and subtending a chord bearing N 73°36'401 E 78.63 feet; thence N 69'33'48" E 125.64 feet) thence 128.07 feet along the arc of a curve to the right, having a radius of 212,38 feet, a central angle of 34'33'01", and subtending a chord bearing N 86°50'18"E 126.14 feet) thence s 23'31'02" E 366.47 feet along the center of Divide'Creek) thence 5 06'17'41" W 192.58 fest along the center of Divide creek; thence s 15'09'18" E 125.39 feet along the centea of, Divide Creek) thence 5 15'05'02" W 643.72 feet along the west line of a parcel of land described in Book 542 at page 720 of the records of the Clerk and Recorder of Garfield County, Colorado) thence along the wast line of a parcel of land described in Book 781 at Page 682 of the recorde of the Clerk and Recorder of Garfield County, Colorado the following courseas 8 24°59109" Fw 26.42 feet) thence S 50°23'00" W 1.5,14 Page 3 752448 0711 712008 01:40:38 PM Page 6 of 8 Jean Alberico, Garfield County, Colorado Rec Fee: $41.00 Doc Fee: $0.00 eRecorded Stillwater New Legpl.txt feet; thence 8 33'26`35" W 117.40 feet: thence s 29°06'53" E 37,16 feet/ thence N 51'27'28" E 22.92 feet; thence N 56°37'21" E 9,91 feet/ thence 5 33'22'05° E 12,04 feet; thence 5 56°37'54" 9.66 feet/ thence 8 23'19'16" E 16.75 feet; thence 3 47°24'44" fl 39.44 feet; thence 9 37'59'30" E 29,20 teat? thence N 51'53'59" E 42.95 feet; thanes 3 43'00'37" E 42.12 feet/ thence S 37'29'01" E 25,10 feet/ thence $ 42°29'31" E 233.99 feat? thence tI 76'40'36" E 9,71 feet/ thence S 43'43'43" E 264,70 feet/ thence a 36°30'49" E 305.33 feet/ thence 3 37°15'11" E 168.12 feet/ thence s 25'33'16" E 108,49 feet; thence 3 26°26140" E 385.54 feet? thence 9 89°59'15" E 399.90 feet/ thence S 21'22'14" 13 65.39 feet? thence N 74'07'33" E 111.06 feet/ thence S 71°00'22" E 69,22 feet/ thence 3 59°11'45" E 122.49 feet/ thence 3 65'52'46" E 116.94 feet? thence S 46'04'47" E 75.99 . feet? thence 3 89°59'15" E 30,12 feet to the West right of way line of County had No. 311; thence along said west tight of way line the following courses: 5 43'00'04" E 177.21 feet? thence 860,24 feet along the arc of a curve to the right, having a radius of 1611,66 feet, a central angle of 30'34'55", and subtending a chord bearing 3 27'42'36" E 850,06 feet; thence 5 12°25'09" E 393,97 feet/ thence S 11°30'00'° E 90.63 feet; thence 138.15 feet along the arc of a curve to the left, having a radius of 494.70 feet, a central angle of 26°00100", and subtending a chord bearing 8 19°30'00" E 137.70 feet; thence 122,21 fest along the arc of a curve to the right, having a radius of 511.09 feet, a 'central angle of 13°42'00", and subtending a chord bearing 5 20°39100" E 121.92 feet/ thence 8 13°48'00" 5 2b3.76 feet/ thence 298.06 feet along the arc of a curve to the right, having a radius of 4856.26 feet, a central angle of 03'31'00", and subtending a chord bearing S 12°02'30" £ 299.02 feet? thence S 10°171110" E 239.30 feet; thence 209.70 feet along the arc of a torus to the ].aft, having a radius of 495,47 feet, a central angle of 24'15'00", and subtending a chord bearing S 22'24'30" E 208,14 feet/ thence 5 34'32'00° E 61.81 feet; thencb 183,10 feet along the arc of a curve to the right, having a radius of 406,63 feet, a central angle Of 25°48'001°, and subtending a chord bearing S 21'38'00" E 181,56 feet/ thence 8 08'44'00" E 177.30 feet/ thence 195.51 feet along the arc of a curve to the right, having.a radius of 1408,02 feet, a central angle of 7°57121"+ and subtending a chord bearing 5 04'45319" E 195,36 Peet? thence S 00'46139" E 299.58 feet/ thence 97.60 feet along the arc of a curve to the right, having a radius Page 4 752448 0711712008 01:40:38 PM Page 7 of 8 Joan Riberico, Garfield County, Colorado Roc Fee: 341.00 Doc Fee: 30.00 oRocordod Stillwater New Legal.txt, of 1247.08 feet, .a central angle of 029'03", and subtending a chord bearing S 01"27'53" W 97.58 feet, thence S 03'42'24" 8 134.51 feat; thence 210,53 feet along the arc of a curve to the left, having a radtus of 432.03 feet, central angle of,27'SG'12ar and subtending a chord bearing 8 18'15143" E 208,57 Leon thence 5 24'13'47" E 271.63 feet; thence 136.15 feet along the arc of a curve to the right, havingsa radius"of 343,75 feet, a central angle•vf 22441136", and subtending a chord bearing 8 12452'59" 135.26 Eect;. thence 8 01'32'11" $ 107.57 feet; thence 206./0 feet along the arc of a curve to. the left, having a radius of 654,60 Peat, a Central angle of 13'39'42", and aubtending a chard batting 8 08°22'03" E 205.72 feat;. thence 1 15'11'544' E'23.71 feet to the south line of said Section 13; thence S 69491O0w 11 1328,03`feet along the south line of said Section 13 to the south tI4 corner of Section 13; thence 14 40'41'19" 91 1315.58 feet along the west: line of the 521/4 of said Section 13 to the south boundary of t4ineote Ridge Estates, Filing Ito. 3; thane 5 89'17'01" W 2635.36 feet along said south line; thence 5 89499'41" W 1324.02 feet along said south line'to the point of beginning, containing 1471.59 acres more or leas, .w 4 Also referred to as Oarf€eld County Assessor Parcel No. 2179-114-40-114, Also inoludinc that part of the SW 1/4 of the S$ 114 of Seetlon 13, Township 6 South, Range 92 West of the 6th Prinoipat Meridian lying westerly of the west right-of-way line of County Road 311 containing 36.3 acres, more or Tess. Also referred to as Garfield County Assessor parcel No. 2179-134-00-016. Page 5 752448 07117/2008 01:40;38 PM Page 8 of 8 Jean Alberico, Garfield County, Colorado Roc Foe: $41.00 Doc Fee: $O.00 °Recorded Colorado Secretary of State - Record Cormatinh Page 1 o€I 6affki Kolrla , surinno Iararmebon Bahasa Smolt • Record Confirmation pi elm review this information and confirm that you bre authorized to rata this record. FAQs If the information on this page le not seaurate, please file filo appropriate document to update the tis°$°'f' - reoord, For example, change the registered agent infnsmation whoa filing an annual report. You may wish to print this page for referefice. ID Number 19871171163' VALLEY FARMS, INC., Dissolved Tuna 29, 2008 Registered Agora: BOBBY RAYMC ?MOM lit, Registered Agent Street Address: 1197 ellri RD 218, SILT, CO 81652, United States' Registered Agent Mailing Address: PO BOX 248, MT, CO 81652, United Statue Principal O18ce Street Address: 1197 CNTY Rid 218, 8ILT, CO 61652 , United States Principal Oifloe Mating Addreae: P.O. Box 246, Silt, CO 81652, United States Status: Voluntarily Dissolved Ferre: Corporation Juriadlatian: Colorado Formation bate; 02/0411964 Annual Report Month: lxebruary . Review additional [Mermailon on t8a Banta' Canter. 549 8W 2266 • Fax 303 68114W e-erW,lh;us.6usJneseoa1/40101.c1112 Small 1 Ccnlaotue 1 Pdrecyafalement i Tarmevlua$ htip:/Avww,sos,stair eo,usf6ieFiloDoe$earthCriteria,ddsessionid=0 1U8AY gx4CZgOV g iwEig a 7.,. 6/25/2008 752452 07/17/2008 01:40:38 PM Pago 1 of 7 Jean Aiberic°, Garfield County, Colorado Roc Fee: $36,00 Doc Fee: $0.00 °Recorded 40 - STATE COLORADO PERSONAL REPRESENTATIVE'S DEED § KNOW ALL MEN BY THESE PRESENTS THAT: COUNTY OF GARFIELD § WHEREAS, the Estate of Roger M. Dixon, Deceased ("Dixon") acting through Clinton W. Josey, Jr. as its Independent Executor ("Grantor") owns the real property ("Property") described in Exhibit A attached hereto and made a part hereof; WHEREAS, Grantor desires to distribute the Property to Dixon Water Foundation, a Texas nonprofit corporation ("Grantee") pursuant to the Will of Dixon; WHEREAS, Grantor desires to evidence of record the distribution of the Property to Grantee by the delivery and recording of this deed. NOW, THEREFORE, the Grantor, for and in consideration of the sum of $10.00 DOLLARS, the receipt and sufficiency of whieh are hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the Grantee, its successors and assigns forever, the Property, together with improvements, if any, situate, lying and being in the County of Garfield and State of COLORADO, described on Exhibit A attached hereto and made a part hereof TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in Iaw or equity, of, in and to the Property, with the hereditaments and appurtenances. . TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said Grantec,,its successors and assigns forever. And the Grantor, for itself, its successors and assigns, does covenant, grant, bargainand agree to and with the Grantee, its successors and assigns, that at the time of the delivery of these presents, he is well seized of the premises above conveyed, and has good right, full power and Iawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from alt former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except general taxes for the current year and subsequent years and subject to easements, restrictions, reservations, covenants and rights of way whether or not of record to the extent still in effect. This conveyance is made subjcet to (i) prior conveyances of the oil, gas and other mineral estate to third parties and (ii) Lease to McPherson Farms, LLC for agricultural purposes. The Grantor shall and will WARRANT AND FOREVER DEFEND the Property in the quiet and peaceable possession of the Grantee, its successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, but not otherwise. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. 041302000043 DALLAS 2354844.2 s• 102452 07/17/2008 01:40:38 PM Page 2 of 7 Jean Alberico, Garfield County, Colorado Roc Fee: $36.00 Doc Fee: $0.00 °Recorded IN WITNESS WHEREOF the Grantor has executed this deed on the date set forth above. Clinton W. Jersey, Jr., as P on: Repreaen : e and Independent Executor o i Estate of Roger McFarland Dixon The address of Grantee is; 6060 North Central Expressway, Suite 305 Dallas, Texas 75206 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Clinton W. Josey, r., Personal Representative and Independent Executor of the Estate of Roger McFarland Dixon, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed. 417. GIVEN under my hand and seal of office this ! ay of I , 2008. NOTARY PUBLIC Stale of texas weei,.4 Ceram. Exp. OB•23-2009 04 1 9 61 00803] LWtAS 2364804,1 2 ary Public in and for e State of Texas 752452 07/17/2008 01:40:30 PM Page 3 of 7 Jean Albellca, Garfield County, Colorado Roc Fee: $36.00 Doc Fee: $0,00 eRecorded EXHIBIT A Stillwater New Legal,txt A tract of land situate in Sections 8,10,11,12,13,14,15 and 16, Township 6 South, Range 92 West of the 6th Principal Meridian, Garfield County, Calcrado, being more particularly described as follows: Beginning at the southwest corner of Mineota Ridge Estates, Filing NQ. 3, County of Garfield, State of Colorado; thence N 00'31'27" W 11.84.42 feet along the west line of said Mineota Ridge Estates, Filing No. 3, County of Garfield, State of Colorado; thence N 85°22'50" W 891.82 feet along the -north line of Mineota Ridge Estates, Filing No 1; thence S 81°37'09" W 12.16 fest along the south line of a tract of land described in Book 801 at Page 838 of the records of the Clerk and #tecorder of Garfield County, ,Colorado; thence s 70°27'55" W 123.14 feet along said south line; thence 5 70°27'55" W 506.91 feet along the south line of a tract of land described in Book 801 et Page 937 of the records of the Clerk and Recorder of Garfield County, Colorado; thence S 66°29'49" W 680.62 feet along the north line of said Mineota Ridge Estates, Filing too. 1; thence S 80'22'31" W 1559,15 feet along the north line of said Mineota Ridge Estates, Filing No, 1; thence N 37°57'33" W 1645.17 feet along the north line of Mineate Ridge Estates, Filing No 2, County of Garfield, State of Colorado to a point on the north line of Amended Plat of Lots 7 & 8, Mineota Ridge Estates, Filing No. 21 thence along said north Line the following courses: thence N 52°07'28" W 299,49 feet; thence N 52°07'28" W 220.70 feet; thence N 46°47'15" i4 310.14 feet; thence N 85°55'50" W 154.26 feet; thence N 38°20'25" W 8.05 feet to a point on said north line of Mineota Ridge Estates, Filing No. 2; thence alone said north line the following courses' thence N 66°30'39" W 835.52 feet; thence 3 82°40'12" W 998.62 feat; thence S 59'20'42" 14 1388.77 feet; thence N 60°50'38" W 808.15 feet; thence 5 31°5$'09" W 265.00 feet along said northerly boundary to the west line of said Section 15; there • N 00'25'45" W 111,98 feet along•.aid section line to the west right of way line of County Road No. 331 ; thence S 31"58'09" 14 257.28 feet along said right of way line;. thence 403.90 feet along the arc of a curve to the left, having a radius of 550.18 feet, a central angle of 42°03'42", and subtending a chord bearing 9 10955'18" W 394.89 feet along said right of way line; thence 5 10405'33" E 332.30 feet along said right of way line; thence S 89'36'50" W 1159:60 feat along the south line of the E1/2 of the NEI/4 of said Section'16; thence N 00°21'54" W 1302.88 feet along the west line of the E1/2 Page 1 752452 07/17/2008 01:40:38 PM Page 4 of 7 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $0.00 eRecorded. Stillwater WWew Legal.txt of the NE1/4; thence S 89°38'13" H 629.37 feet along the south line of the E1/2 of the NN1/4 of the NE1/4 of said Section 16; thence N 00°22'02" W 1301.72 feet along the east line of the Amended Giomi Ninor Subdivision Exemption, County of Garfield, State of Colorado to the north line of said Section 16; thence S 89'40'94" W 0.47 feet along the north line of Section 16; thence N 00°37'48" W 1326.09 feet along a line parallel to and 30 feet east of the weet line of the E112 of the SW1/4 of the $R1/4 of said Section 9 to the north line of said E1/2 of the SW1/4 of the SE./41 thence N 89°32'14" E 279.75 feet along said north line of said EI/2 of the SW1/4 of the 561/4 to a fence line; thence N OD°32'34" W 1699.50 feet along said fence line and a northerly extension of said fence line to the center of the Colorado River, thence N 83'46'02" E 251.93 feet along the center of the Colorado River; thence S 85'06'16" E 984.78 feet alongthe center of the Colorado River.* thence 5 76°23'17'' E 18.38.73 feet along the center of the Colorado River; thence 5 13"02'34" W 850.00 feet to terminus of Dry Hollow Creek; thence along the center of Cary Hollow Creek the following courses; S 24°01'03" W 90.59 feet; thence 5 01°15145'' W 130.61 feet; thence 5 18°55'56" E 118.94 feet, thence S 09`39'59" E 98.62 feet to the center of the Rising Sun Ditch; thence along the eenter of the Rising Sun Ditch the following courses: N $9°36'18" E 186.76 feet; thence 5 59'43'23" E 133.90 feet; thence 5 $2'17'32"6 203.54 feet; thence S 25°29'05"E 157,11 feet; thence N 41°54'19" E 114.99 feet; thence S 67'37'50" E 241.92 'feet to the east line ,of the west 1/2 of Lot 11 of said Section 10; thence a 00'39'33" E 687.20 feet along said east line of the west 1/2 of Lot 11 to the south line of said Section 10; thence N 89°22'33" E 1034.80 feet along the south line of said Section 10; thence N 03'39'37" E 543.11 feet along the east line of a parcel of land described in Book 757 at Page 665 of the,records of the Clerk and Recorder of Garfield County, Colorado and a northerly extension of said line to the center of the Rising Sun Ditch; thence along the center of said ditch the following courses: N 80'42'48" E 151.21 feet; thence N 75°41'16" E 191.99 feet; thence N 70'27'35" E 206.62 feet; thence N 64°11'28" E 47.44 feet; thence 14 72904'10" E 251.29 feet; thence N 68°12'45" E 107.32 feet; thence N 73'43'34" E 42.22 feet; thence 'N 63°57'05" E 93.27 feet; thence N 61°09'12" E 79.66 feet to the west line of a parcel of land described in Book 420 at Page 576 of the records of the Clerk aad Recorder of Garfield County, Colorado; thence $ 09°57'32" E 40.00 feat along said west Page 2 r M'J J U;r'I f hUUts 01:40:38 PM Page 5 of 7 Joan Alberlco, Garfield County, Colorado Roc Fee: $36.00 Doc Foo: $0.00 °Recorded Stillwater New Legal.txt line to the SW corner; thence N 82°44'43" E 510.83 feet along .the south line of said parcel described in Book 420 at Page 576 to the SE corner; thence N 77'42'44" E 95.65 feet to a fence described in exception to Book 420 at Page 150 of the recorde. of the Clerk and Recorder of Garfield •County, -Colorado; thence along said fence the following courses: N 89°04'28" E 793.46 feet; thence N 83`10'45" E 1211.09 feet; thence $ 03°28'41" E 390,69 feet along said fence and a southerly exten$ion of said fence to the south right of way line of County Road No. 311; thence along said south right of way line the following.0ourses: N 81°39'•09" E 124.18 feet; thence N 82°34'39" E 282.34 feet; thenpe 142.44 feet along . the arc of a curve to the left, having a radius of 414.73 feet, a central angle of 19°40'43", and subtending a chord bearing N 72'40'17" E 141.74 feet; thence x•62°49'56" E 357.75 feet; thence 376.52 feet along the arc of a curve to the right, having a,radius of 2594.93 feet, a central angle of 8%8'49", and subtending a chord bearing N 66°59'21' E 376.1.9 feet/ thence N 71°08'45' E 1231.32 feet; thence N 67°40'48" E 355.23 feet/ thence N 67°44'38" E 265.70 feet; thence N 65'50'1B" E 185.32 feats thence N 62°42'04" E 441.57 feet( thence N 59°46'00"'E 305.67 feet, thence 296.18 feet along the aro of a curve to the right, having a radius of 494,60 feet, a central angle of 34'18'36", and subtending a chord bearing N 76°55'18' E 291.77 feet/ thence 8 85'55'25" E 169.01 feet; thence 139.92 feet along the arc of a curve to the left, having a radius of 488.33 feet, a central angle of 16°25'03", and sebtending a chord bearing N 85°52'04" E 139,45 feet( thence N 77°39'33" E 14.08 feet; thence 78.89 feet along the arc of a curve to the left, having a radius of 558.34 feet, a central Angle of 8°05'46", and subtending a chord bearing N 73°36'44" E 78.83 feet; thence N 69°33'48" E 7.25,64 feet; thence 128.07 feet along the arc of a curve to the right, having a radius of 712.3E feat, a central angle of 34°33'01", and subtending a chord beating N 86950'18"E 126.14 feet/ thence $ 23°31102"'E 386.47 feet along the center of Divide Creek( thence $ 06°17'41" W 192,58 feet along the center of Divide Creek; thence $ 15'09'18" E 125,39 feet along the center of Divide Creeks thence s 15°05'02" W 643.72 feet along the west line of.a parcel of land described in Book 542 at Page 720 of the records of the clerk and Recorder of Garfield County,, Colorado; thence along the west line of a parcel of land described in Bock 781 at Page 682 of the records of the Clerk and Recorder of Garfield County, Colorado the following courses: 3 24°59'09" E 26.42 feet( thence $ 50°23'08" w 15.14 Page 3 752452 07117!2008 01:40:38 PM Page 6 of 7 Jean Alborlco, Garfield County, Colorado Rec Fee: $38.40 Doc Fee: $0.00 eR©corded Stillwater New Legal.txt feet; thence S 33°26'35" W 117.40 feet; thence 8 29°06'53" 5 37,16 feet; thence N 51.27'26" E 22.92 feet; thence N 56°37'21" E 9,91 feet; thence 3 33622'05" E 12.04 feet; thence S 56°37'54" W 9.66 feet/ thence S 23618'16" E 16.75 feet/ thence S 47°24'44" W 39.44 feet; thence S 37159'30" 8 29,20 feet; thence N 51°53'59" E 42.95 feet/ thence S 43°00'37" E 42.12 feet; thence S 37129'01" E 25.10 feet/ thence S 42629'31" E 233.99 feet; thence N 76°40'36" E 9.71 Peet; thence S 43'43'43" E 264,70 Peet; thence 5 36630149" E 305.33 feet; thence 8 37115'11" 3 168.12 feet/ thence S 25'33'I6" E 108.49 feat/ thence $ 26°26'48" E 385.54 feet; thence 5 89159'15" E 399.90 feet; thence S 21°22'14" E 65.38 feet; thence N 74607'33" E 111.06 feet/ thence S 71'.00'22" E 69.22 feet: thence s 59'14'45" E 122.49 feet/ thence 3 65°52'46" E 116.94 feet; thence 8 45104147" E 76.99 feet; thence S 89659'15" E 30.12 feet to the west right of way line of County Road No. 311; thence along said west right of way line the following courses: s 43'00'04" E 177.21 feet; thence 860.24 feet along the arc of a curve to the right, having a radius of 1611.66 feet, a central angle of 30°34'55", and subtending a chord bearing S 27642'36" E 850.06 feet; thence S 12°25'09" E 393.97 feet; thence S 11130'00" E 90.63 feet; thence 138.15 feet along the arc of a curve to the left, having a radius of 494.70 feet, a central angle of 16°00100", and subtending a chord bearing S 19'30'00" E 137.70 feet/ thence 122.21 feet along the arc of a curve to the right, having a radius of 511.09 Feet, a central angle of 13°42'00", and subtending a chord bearing 5 20°39'00" E 121.92 feet; thence S 13'48'00" 3 203.76 feet; thence 298.06 feet along the arc of a curve to the right, having a radius of 4856.26 feet, a central angle of 03'31'00", and subtending a chord bearing S 12°02'30" E 298.02 feet; thence 8 10°17'00" E 239.30 feet; thence 209.70 fest along the arc of a curve to the left, having a radius of 495.47 feet, a centra.. angle of 24'75'00", and subtending a chord bearing 3 22°24'30" 3 208.14 feat/ thence 8 34'32'00" E 61.81 feet/ thence 183.10 feet along the arc of a curve to the right, having a radius of 406.63 feet, a central angle of 25°46'00"■ and subtending a chord bearing S 21138'00" E 181.56 feet/ thence 3 08644'00" E 177,30 feet; thence 195.51 feet•along the arc of a curve to the light, having a radius of 1408,02 feet, a central angle of 7157'21.", and subtending a chord bearing S 04645'19" E 195.36 feet; thence s 00°45'39" E 299.58 feet/ thence 97.60 feet along the arc of a curve to the right, having a radius ?age 4 752452 07117!2005 01:40:38 PM Page 7 of 7 Joan Aiberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $0.00 °Recorded Stillwater new Legal.txt. of 1247.08 feet, ,a central angle of 4'29103", and subtending a chord bearing 5 01'27'53" ti 97.59 feet, thence 5 03'42'24" Si 134.51 -feet; thence 210.65 feet along the era of a curve 'co the left, having a rediu'a of 432,03 feet, e centra], angle of 27156'17"? and subtending a chord bearing s 19115142'' E 200.57 feet, thence 5 24'13'47' E 271.62 feet; thence 7.14,19 feet along the arc of a curve to the richt, having rediud'of 343.75 feet, a central angle .of 22'41136", and subtending a chord bearing 5 12°52'59'° Z 135.26 feet, thence S Oi'32111" Z 107.57 feet; thence 20640 feet along the arc of a curye to. the left, having a radius of 864.00 fest, a cen4ral angle of 13'39'42", and subtending a chord bearing 8 08'22'03P E 205.72 feet,. thence 5 15`11'54" E.23.71 teat to the south Line of said Section 13; thence 5 89'09100" W 1326:03' teat along the south line of 'said Section 1.3 to the south 1/4 corner of Section 13i thence H 00°41'19" If .1115.50 feet along the West line at the SE1/4 of said Section L3 to the south boundary of Nineote Ridge Estates, filling No. 3} thence ' 8 89`17'01" H 2635,36 feet along said south 1tnet thence S 89'49'01" W 1324.02 Coat along said south line'to the point of beginning, containing 1471.09 acres more or less, Mao referred to as Garfield County Parcel No. 2179-114-00-114. Save and except, to the extent included in the foregoing 1,471.89 Dores, Lots 1-7, according to the plat for Idling 3, Mineola Ridge Estates, filed in the office of the Clerk and Recorder of Garfield County on September 22, 1972, at Reception No. 255380, referred to as Garfield County Assessor Parcel No. 2179-133-00-009, Also including that part of the SW 'A of the SR ''A of Section 13, Township 6 South, Range 92 West of the r Principal Meridian lying westerly of the west right-of-way. line of County Road 311 containing 36.3 acres, more or less. Also referred to as Garfield County Assessor Parcel No. 2179-134.00.1116. THE STAT OF TEkAS PRORATE MIRT . OUNTY OF t?AIL4S' LETTERS TESTAMENTARY AMENTARY CAUSE NO, 0S -440-P 1, CYNTHIA FIGUEROA CALIIOUN, County Clerk and Clerk of the County and Probate Courts, In and for said County, do hereby certl that an t H d , 2005 , r..\\)0mliN ,JOS10�' was appointed Indepen eni F eenV :out bond, of the Wlft an' • t t and that said app Independent Ex en jth having qualifle byLittligi t I further cert' WiPrilliflifAINtfife lalitI !k_ 111 Reeot3Qn14• 785223 a(f2012E1109:3Qt5O Al Jeers Rlberloo 1 of 1 Rao Fea:S8.04 God FelE .00 GARFIELD COUNTY GO 15TiF1t4 1STflitfFMARP EYIWPE iq 0 e 1• T+ OARF ELD CO N Y 'sNWOOD SFR/GS, C COLORA6. DO td�i., a ;. AI, id�s corrsci copy of the AI . , 5teo . 1 f+.al A.' • ,172;;' ri • 1 fit► UN, County Clerk ounty, Texas 111I rill tri 1. ' III R■oe t,tan#: 790412 €812712010 17,iso :os pit Jean Athol- leo t or 2 Roo E..i$le.00 Ooo Fae:00.0a GARFIELD MUM Y CO HOLY CROSS ENERGY RIGHT•OF•WAY EASEMENT KNOW ALL k1Es18 f TH ESE PRESENTS, that the undersigned, OTKOil WATER FOUNDATION, a Maas non•proft corporation (hereinafter called'Granto?), fur a good and veto -able con sldesmoon. the let!lot whereof Is hereby acknowledged, does herelY Grant unto Hoff Cron Energy, a Colorado corporation whose posy office address 1s P. 0. Box 21 O. Glenwood Springs Colored° (hcretnafter called %ranteel and to Its successors and assigns, the right of ingress and egress across lands of Grantor, situate In the County of Garflcld; State of Colo redo, described as follows: A tract of lend lo teed in Sections P, 10, 11 1 P, 13, 14, 1S and 15. Township b South, Range 92 West aI rhe fe° P.M., ai recorded by Re cep don No. 11. 12., the records of the Garfield County Clerk oral Recorder's Office, Glenwood Springs, Colorado, And, to construct, reconstruct, enlarge, operate, maintain and remove are electric transmission or dlsteibulion flee Or system, within the above mentioned lands, upon an easement described as follows: An easement thirty Dot feet in wedth, the centerline for laid easement being a power line as conetrncted, the approximate location of which open the above described property is shown en Exhibit A attached hereto end made a part hereof by reference. Tht rights herein granted spyecifrcally allow Grantee to (1) Install dovm guys With andtars tsit`in tliirtytwe (551 fetes at any pd: located on the above tiescribed easement, and 17) !raw additional poles. down huvL with anchors. overhead conductors Rnd/or mimed facilities within the above described easement et any ilme in the future. And, In addition. Grantor hereby grants to Grantee, and to Ifs successtlrS and assigns, the right to clear all trees and brush, ' by machine work or otherwise. wtihln said easement, and the further right to cut trees, even though outside of said easement, which are tall enough to strike the wires 1n falling. Grantor eurees that the surface of the ground will not be changed nor will arty other alteration be made within the boundaries of the easement which would violate National Electrical Safety Code requirements for minim tint clearance from the power line Conductors, Grantor agrees that all vales .wire end other facilities Installed by Grantee on the above described lends. shall remain the property of Gra mete and Shill be removable at the option of Grantee. Grantor covenants that It is the owner of the above descrIbed lands and that the sold lands are tree and clear of encumbrances and dens of whatsoever character, except those heid by the following: Ali matters of record and subject to in agricultural lease with ARM Properties and all rights-of•way and utilities that are Installed, constructed and In place. TO HAVE AND TO HOLO, said right•of-way acid easement, togelher.with 411 and singular, the rights and privileges appertaining thereto, unto Grantee, Rs successors end assigns, forever, 14 IN YRTN S WHEREOF, Grantor has caused these presents to be duly executed on this pc d day of 24_. lite Individual signing this Holy Cross Energy Right -ONO Eesemem lerclri represents that he/ncr has full power and ai+thority to sign, execute, and deliver this instrument. - STATE OF 7`�K'O'4' ii. COUNTY OF DIXON WATER FOUNEIATI . elle" s,no i;profltcorporLion err f . President The Eoragol In trument owtedged before me this .Z_daR of Z4 Q� by Q1�T h .S as President of DIOON WATER FOUNDATION, a Texas non- proitsor ration. - y/rrNESS my hind and 0T4cI 1 sent. bly camrnls}len expires: ++f�.,JANET $AAM{D Noway New fah 01 Ton s3,.ar' CxanESP. ofinclaala m Address' W/oio0.20199:07-14,15:MlneuteEstat-I Anterao;12.21.09 Detests rlden Notary ubric 4060 No Ablevaxic4--e_rso.04.y roes - ., 7x 7'. 4, Kt aeNH 1-461 PLEASE RETURN TO: HOLY CROSS ENERGY Y.O. BOX 21 50 GLENW00D SPRINGS, CO 81b02 Amman A Powetrarte Right ofWag Vanes Farms Property Sections 10, 14, 75, TO Ln sPaip 5 South, Range 92 West of the &ii. P.M County ofGarieid. State of Colorado_ VaEggiaraw, arc. 2179-114.00414 14 Axn rtr'=iik Coglde Scde le Fin 1'•100' Prlot el Giwnt..70' T•.16.. Yamyeit J rW(cy F.s'rr+s. IOC. "1177-1 PI-OZI 114. f� APSIS7l77 C. 1StOParrua SICC.4.3 OP.P.t.74 o.r.w Air or lA110 4ixtmazierancinsecteel l5. Ri Dit=sts.c.sscoaer i0Nd?1H TITp 10S =COWL 1 .TOVRF5YP05007rL■tflOr RliarOK7MC=WI OPLI000HL T0/2101M. cowry Or OANKI AZ7aCRC o].aOiCaNLq 9aira=Ur WLAAO aim >9►Itsi-ro maim a7DSOpruir 6]ioni.amS ATIl6 Cf111:681C CORballetNI,=ION 1S, ARALu1TR41 'Will MACS 'MX ISVIr)44:1ME7ear'di=a IS EU= I/Mr:WC A:SEMISix. Lir1610AIf jut TIO2=1411Y/IMIC'C 1071,6 rQF»iNC ARAROr MiAlteMeaR7OVIOZ sore arelLOPs7liMi comsturrnaemrt olocecop Or00.: Alone emeasR sews ecriSbre727 O ■174 MOWS S OrIef4Y4 ALUM LAO CE LOIS 1•726Va;177A2 pwirTO A 1.Ooar Or IIITS=1:111011VR=71Ci.7NCTO )taCMOTI IZOVOPAa.S1C4i131nw Tr .oiprI TO 1ffi Pura OF111NOPTA Meer CCMANIAIO AL OIOSAPO WMORO='ar767DL1pMQp =OM= 1ri1'M'ro'a'=En OlOrt. I OMP-icOvre. PPM= Man PorzsorrsoB0.1 OMR; ar=.iOram el�eurxco cSeICrOua rverp r►R� FPAD I7NrySvasti. 1.1.411 a. 1.1 lea41 arla.0444 7fi! — ra7c..r. yArNIY MOolaDan •• MU Ay. bow Dom 0.21.1 1111 {kViL! 1,,h11.iff:'if if ■! wIraFIN 1Ill M1F 11:1"P aB Ts72.35 l ocrFeR% tFP touvTY CQ ORDINANCE NO. 20 SERIES 2008 AN ORDINANCE OF THE BOARD OF TRUSTEES OF THE TOWN OF SILT, COLORADO, APPROVING THE DISCONNECTION OF CERTAIN TERRITORY FROM THE TOWN OF SILT, COLORADO, KNOWN AND DESIGNATED AS THE "STILLWATER DE -ANNEXATION." WHEREAS, on October 15, 2008, the owners of the property proposed to be disconnected from the Town of Silt, Colorado ("Town") filed an application for disconnection from the Town ("Exhibit A"). The application Is for a "Disconnection by Ordinance" pursuant to Section 31-12-501 C.R.S.; and WHEREAS, Section 31-12-501 C.R.S. sets forth the procedure required to disconnect a tract of land within and adjacent to the boundary of a town; and WHEREAS, the Board of Trustees does hereby find and determine that approval ofthe application for disconnection of said territory to be In the Town's best interest, NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE TOWN OF SILT, COLORADO: Section 1. That the tract of land .described in the Application for Disconnection, commonly referred to as the "Stillwater De -annexation," and as legally described in Exhibit B and all roads existing therein, is hereby disconnected from the Town of Silt, Colorado, in accordance with Sectipn 31=12-501, C_ R.S_ Section 2. The Town Clerk of the Town of Silt is hereby directed as follows: (a) To file one (1) certified copy of this ordinance in the office of the Town Clerk of the Town of Silt. (b) To certify and file two (2) copies of this ordinance with the Clerk and Recorder of the County of Garfield, State of Colorado. (a) To request the Clerk and Recorder of Garfield County to file one certified copy of this ordinance with the Division of Local Government of the Department of Local Affairs State of Colorado. S ctlon 3. The Town Engineer of the Town of Slit is hereby directed to amond the Official Map of the Town of Silt to reflect the boundary changes adopted pursuant to this ordinance: TOW 1 QF SILT P.O. aux 70 SILT, CO 81652 1I1I FJEDISitoci Cw,mi 1"Hui wiseioa 1111 1RRCapk [ohll : 7615735 1111712066 D2/21.42 PM .)0Rn Albarloo 2 of 7 Rao Fa0;00.60 Doo Faa:O.BO GRAFIELD COWRY CO Section 4. The land so disconnected shall not thereby be exempt from the payment of any taxes lawfully assessed against it for the purpose of paying any indebtedness contracted by the Town of Silt while such land was within the limits thereof and which remain unpaid and for the payment of which said land could be taxed. Section 5. That If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 8. That this ordinance shall not have any effect on existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances amended as herein provided, and the same shall be construed and concluded under such prior ordinances. INTRODUCED, READ, APPROVED ON FIRST READING this 27th day of October, 2008 at 7:00 p.m. at the municipal building of the Town a Silt, Colorado. PASSED, APPROVED ON SECOND READING, ADOPTED AND ORDERED PUBLISHED following a public hearing this 101h day of November, 2008. ATTEST; Town Clerk Sheila M, M TOWN OF SILT CMC yor David C. Moore filpe 711; 111 7�10A Vit lNlliA lk2,4' G lI Mill R000ftl17/290B 02:21142 AN Jaen Rjbarlap_ 3 O 7 Rea Fso:336.00 Dee Foot.GTO G1 RFIELD COUNTY CO THE DIXON WATER FOUNDATION 6060 N. CENTRAL EXPRESSWAY, {1305 DALLAS, TX 15206 TEL. (214) 521-8700 October IS, 2008 Betsy Suerth, Town Administrator Town of Silt 231 North 7th Street P.O. Box 70 Silt, Colorado 81652 Dear Betsy FAX: (214) 696.4227 9ECEIVED DCT 2 D 2S Re: Ordinance to Disconnect (Deannex) Stillwater Property Thank you Or your recent correspondence related to the Town's decision to disconnect 'the Stillwater Property from the Town of Silt. This letter is to inform you that the landowners oldie affected property support the Town's efforts to disconnect the Stillwater Property. The Dixon Water Foundation owns the bulk of the former Stillwater Property. The Dixon Discovery Foundation owns a small portion of the Stillwater Property which is described as Lots 1-7, Filing 3, Mineota Ridge Estates. Neither the Dixon Water Foundation nor the Dixon Discovery Foundation have objections to the proposed disconnection ordinance which will be considered at the Board of Trustees' meeting on October 27, 2008. Itis my und,erstandingihat the disconnection ordinance will affect all of the -property owned by Tile Dixon Water Foundation and the Dixon Discovery Foundation within the Town's boundaries, Specifically, this includes those lands annexed as a result of the Stillwater Ranch Petitions for Annexation Nos. 1-7 (enacted by Town of Silt Ordinance Nos. 17-24, Series 1996), as the same have been amended and restated from time to time. If you have any additional questions, please feel free to contact me. I Zook forward to continuing to work with the Town on matters of common concern, even though the property owned by The Dixon Water Foundation and the Dixon Discovery Foundation will no longer be located within the Town's boundaries. Yours truly, The Dixon Water F. u dation The Dixon Discovery Foundation gob By: Robert 7. Pott , President !js Exhibit "A" � iKilEti44/ir1el+ h7tiMICritIMOVi'41415ii1A II Ili Rtee tion!!. 708730 11$17ima 07121142 PM Joan Albsrluv 4 o[ 7 Kw Fari$35.00 000 17744.404 GARPi5W COUNTY CO l !reel a Xid awl. k swsv ILIA 1r. 4L04.r4 r0 col sI 7o ••fkj, 1 Fed. Kaye 97 WIN M lit NA arbrol !irk crwq . Cr,WriVO eu.2 may 05-4.,001 SapevM' er nr iratirrafooller 11 710...4, Rota !.54404. ►tv m - ain't .4 SOCAf, slots or comma,Owe.x 51 73!77 N !tau twwo weep 77....1 W rail Kyoga 1}44444, My NodN 05-41 L !fab 0I • Mean N AU 7473' r W NN rqy 1M ..IA W r 141.771 Pilaw fox* No l! 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MAN 11041g'. rl4V M t J Rece pt i onq : 70735 II/1712M 02121:42 PM Jean Alberly 7 of 7 Roo Foo:f96.06 Den FoozO.00 C RF2ELD COUNTY Co STILLWATL'R DISCONNECTION MAP FROM THE TOWN OF SILT; COUNTY OF GARFIELD, STA TE OF COLORADO Wert.41.404,uwcrtrmv aw +774r4J k.ACA< LAvrdr. nav oik 5 n+r — r s r r prlL 1-41 [MCN Alearn AY A. ,SlnvEorA E$rAr-5' FILING No.. 1 ER CIO opple} WL� G _ r ',WEND tnn e..rs aurr.re A1,4)4re e+n Rtito i) :FUN ao trmeat eo44434Rr ,.-. -. A&PIM ors fr +a7Neif mom, •AM afs717II1 Atria* g0e1.0w47 l'OYA$ LM'AI4101Y Wm:ou r Proof aY ifL!M tlf *JAW Iv* Jan I* Exhibit "B" 1fif Ow* Rr 11111111111111hIiIt11i'h11 ,�ee�Erreerci�i�' ilit11(1ih Ali111011111111$111ii $ Ili ii�l 1,10 1'14 a �tifil irwillilt iii 'i 11 0 l i 1.■{� 4 ijt;iji ! J1 Ail 1 III l'i 1 N Il . _�II 9 1 F f i o ill D, ctl A o U 4 ky-)N L -h 4's o `430. o R. hi, 1V o 1,40 752448 07117/2008 01:40:38 PM Page 1 of 8 Jean Alborico, Garfield County, Colorado Rec Fee: $41.00 Doc Fee: $0.00 eRecorded STATE CO RADO ffi COUNTY OF GARFIELD § WARHtANTY DEED KNOW ALL MEN BY THESE PRESENTS THAT: WHEREAS, Valley Farms, Inc., Dissolved June 25, 2008, a Colorado corporation ("Grantor") owns the real property ("Property") described i.ri gxhibit A attached hereto and made a part hereof, WHEREAS, +Grantor has been dlasolved by filings with the Secretary of State of Colorado (as evidenced by the Record Confirmation attached hereto) and all of its assets including the Property ars being distributed to the sole shareholder of Grantor which is Clinton W. posey, 3r., Independent Executor of the Estate of Roger M. Dixon, Deceased ("Grantee"). WHEREAS, Grantor desires to evidence of record the distribution of the Property to Grantee by the delivery and recording of this deed. NOW, THEREFORE, the Grantor, for and in consideration of the sum of 310,00 DOLLARS, the .receipt and sufficiency of which are hereby aoknowlcdged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convoy and confirm unto the Grantee, his successors and assigns forever, the Property, together with improvements, if any, situate, lying and being in the County of Garfield and State of COLORADO, described on attached hereto and made a part hereof. The term "Property" also covers and includes ail of Grantor's interest in all real property, if any, owned or `hereafter acquired by Grantor and located in the county in which this instmment is flied even though omitted from)32 bi or not otherwise described thereon. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the Property, with the hereditaments and appurtenances, TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said Grantee, his successors and assigns forever, And the Grantor, for itself, its successors arid assigns, does covenant, giant, bargain and agree to and with the Grantee, his successors and assigns, that at the time of the delivery of these presents, it is well seized of the premises above conveyed, and has good right, fill' power and latvfttl authority to grant, bargain, sell and convey the same ttt manner and form aforesaid, and that the came are fres and clear from all former and other grants, bargains, galea, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except general taxes for the current year and subsequent years .and subject to easements, restrictions, reservations, covenants and rights of way whether or not of record to the extent still in tf tet (herein called the "Permitted Encumbrances"). This conveyance is made subject to (i) prior conveyances of rho oil, gas and other mineral estate to third parties and (ii) Lease to McPherson Farms, LLC for agricultural purposes. 0413112000003 1Dnr..LAS 23348393 752448 07117/2008 01:40:38 PM Page 2 of 8 Jean Albedo, Garfield County, Colorado Rec Fee: $41.00 Doc Fee: $0.00 eRecordod The Grantor shall and will WARRANT AND FOREVER DEFEND the Property in the quiet and peaceable possession of the Grantee, his successors and assigns, against all and every person or persons lawfltlly claiming the whole or any part thereof, subject to the Pertained Encumbrances. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF the Grantor hits executed this deed on the date set forth above. VALLEY FARMS, INC., DISSOLVED JUNE 25, 2008 By: The address of Grantee is: 6060 North Central Expressway Suite 305 Dallas, Texas 75206 STATE OF TEXAS § § COUNTY OF DALLAS § This instrument was acknowledged before me o 008, by Robert 4 -?4.;, Potts, President of Valley Farms, Inc., Dissolved luno ' , 008 t' Colorado corporation, on behalf of said corporation. s ., JANET SAMFORD * NOTARY PIJBUO ry ` Stale of Texas for Gomm. Exp. 09•23.20Q9 My Commission Expires: 2-3 09 Public, State ofTexax k...74-vvE7 i;4rU F (Printed Name) NUM CORM DALLAS 23 i411/9.1 2. 752448 07/17/2008 01:40:38 PM Page 3 of 8 Jean Alberico, Garfield County, Colorado Roc Fee: $41.00 Doc Foe: $0.00 Recorded Part l A tract of land situate in sections 9,10,11,12,13,14.15 and 16, Township 6 South, Range 92 West of the 6th principal Meridian, Garfield County, Colorado, being more particularly described as follows: Beginning at the southwest corner of Hineota Ridge Estates, Filing No. 3, County of Garfield, State of Colorado; thence N D0'31'27" H 1184,42 feet along the west line of said Mineota Ridge Estates, Filing No. 3, County of Garfield, State of Colorado; thence N 85°22'50" 4? 891,82 feet along the north line of Mineota Ridge Estates, Filing No 14,thence 5'81137109" W 12.16 feet along the south line of a tract of land described in Rook 801 at.Page 838 of the records of the Clerk and Recorder of Garfield County, Colorado; thence s 70°27'55" W 123'.14 Feet along said south line/ thence 5 70`27'55" W 506,91 feet along the south Pirie of a tract of land -described in 9ovk 801 at Page 637 of the records of the Clerk and Recorder of Garfield County, Colorado; thence s 66°29'49" i4 680.62 feet along the north line of said Mineota Ridge Estates, Filing No, 1/ thence 8 00'22'31" W 1559.15 feet along the north line of said I4ineota. Ridge Estates, Filing No. l) thence y 37°57'33" W 1649.17 feet along the north line of Mineota Ridge Estates, Filing No 2, County of Garfield, State of Colorado to a point on tho naxth iine,gf Amended Plat of Lots 7 & 8, Mineota Ridge Estates, Filing No. 2/ thence along said north line the following courses: thence 14 52°07'280 N 299.49 feet; thence N 52°07'20" W 220.70'feet; thence N 46°07'1.5" 14 310,14 feat; thence t4 05`55'50" W 154,26 feeti thence N 38°20'25" WP 8.05 feet to a point on said north line of Mineota Ridge Estates, Piling No. 2; thence along said north line the following courses: thence N 66'30'39" W.83.5.52 feet; thence S 821401128 W 998.62 feet) thence' ' S 59°20'42" W 1388.77 feet! thence H 60150'36" i'7 800,15 :feet/ thence 8.31158109" W 265.00 feet 'along said noxtheriy boundary to then' west lino of said Section 15; thence N 00925'45" W 111.99 feet along said section line to tho wast right of way line of County Road No. 331 ; thence S 31158'09" W 257.29 feet along said right of way line) thence 403,90 feet along the aro of a curse to the left, having a radius of 550.18 feet, a central angle of 42'03'42", and subtending a chord bearing 5 10156'10" 14 394.89 fest along said right of Hay line/ thence • 10'05'33" E 332,30 feat along said right of way line; thence 8 89°36'50" W 1159,50 feat along the south line of the E1/2 of the HE114 of said Section'16; thence N 04'21'54" W 1302,88 feat along the west line of the E1/2 752448 07/17/2008 01:40:38 PM Page 4 of 8 Jean Alborlco, Garfield County, Colorado Rec Fee: $41.00 Doc Fee: $0.00 eRecorded Stillwater Hew I,egal,txt of the N81/4; thence 8 69'38113" W 629,37 feat along the south line of the E1/2 of the Nw1/4 of the NE1/4 of said Section 16; thence N 00'22'02" W 1301.72 feet along the east line of the Amended Giomi Minor Subdivision Exemption, County of Garfield, State of Colorado to the north line of said Seotion 16; thence 8 B9'40'44" H 0.47 foot along the north line of Section 16; thence N 00°37'48" W 1326.09 feet along a line Parallel to and 30 feet east of the west line of the E1/2 of the SW1/4 of the $E1/4 of said Section 9 to the north line of laid E1/2 of the SW1/4 of the 8E1141 thence N 89'32'14" 8 279,75 feet along said north line of said E1/2 of the SW1/4 of the SE1/4 to a fence line; thence N D0°32'34" 0 1649.54 feet along said fence line and a northerly extension of said fence line to the center of the Colorado River; thence N 83°46'02" E 251.93 feet along the center of tho Colorado River; thence 5 85606'16" E 984.78 feet along the center of the Colorado River; thence S 76'23'17" E 1036.73 Leet along the center of the Colorado River; thence S 13'02'34" W 850.00 feet to terminus of Dry H ollow Creek; thence along the center of Dry Hollow Creek the following courses: 5 24°01'03" W 98.59 feet; thence 8 41'15'45" N 130.6.1 feet; thence S 18'55'56" E 118.94 Peet; thence S 09°39'59" 8 98.62 feet to the center of the Rising Sun Ditch; thence along tha Center of the Rising Sun Ditch the following courses; N 89°36118" E 156.76 feet; thence 8 59'43'23" 8 133,90 feet; thence S 52%7'32°8 203.54 feet; thence S 25`29'05" E 157,11 feet; thence S 41°54'19" 8 114.99 feet; thence 9 67°37'50" 8 241.92 'feet to the eat line of the west 1/2 of Lot 11 of said Section 10; thence S 00'34'33" E 687,20 feet along said east line of the west 1/2 of Lot 11 to the south line of said Section 10; thence N 89°22'33" E 1034.80 feet along the south line of said Section 10; thence N 03'39'37" E 543.11 Meet along the east line of a parcel of land described in Book 757 at Page 665 of the records of the Clerk and Recorder of Garfield County, Colorado and a northerly extension of said line to the center of the Rising Sun Ditch; thence along the center of amid ditch the following courses: }3 00'42'48" E 15,.24 feet; thanes N 75'4l'18"-8 191.98 feet; thence N 70'27'39" E 206,82 feet; thence N 64'11'28" E 47.44 feet; thence N 72'04'10" E 251.29 feet; thence N 68'12'45" 8 107,32 feet; thence H 73'43'34" E 42.22 Test; thence N 63'57'45" L 93,27 feet; thence N 51°09'12" 8 79,66 feet to the west line of a parcel of land described in Book 420 at Page 576 of the records of the Clerk and Recorder of Garfield County, Colorado; thence S 09'57'32" E 40.00 feet along said west Page 2 752448 07/17/2008 01:4038 PM Page 5 of Jean Aberico, Garfield County, Colorado liec Fee: $41.00 Doc Pee: $0.00 eRocorded StiilwaEter New eegal.txt Line to the SW corner; thence N 92'44'43" E 510.83 feet along the south line of said parcel described in book 420 at Page 5,76 to the SE corner; thence N 77'42'44" E 95.65 feet to a fence described in exception to Book 420 at Page 150 of the records of the Clerk and Recorder of Garfield County, 'Colorado; thence along said fence the following courses; N 89'04'28" 8 793.45 Leet; thence N 83°10'05" E 1219.09 feet; thence S 03'28'41" B 390.69 feet along said fence and as southerly exteneiof of said fence to the south right of way line of County Road No. 311; thence along said south right of way line the following courses; N B1'39'09" E 124.18 feet; thence N 82'30'39" E 282.34 feet; thence 142.44 fest along the arc of a curve to the left, having a radius of 414.73 feet, as central angle of 19'40'43", and subtending a churd bearing N 72'40'27" E 191.74 feet; thence N 62'49'56' E 357.75 fest; thence 376.52 feet along the arc of a curve to the right, having a radius of 2594.93 feet, a central angle of 8°16'491°,. and subtending a chord bearing N 66°59'21" E 376.19 feet: thence N 71°06'45" E 3231.32 feet; thence N 67'90'48" 6 355.23 feet; thence N 57'44'38" E 265.70 feet; thence N 65°50'18" E 185.32 feet; thence 14 62°42'04" E 441,57 feet; thence N 59°46'D0" E 305.67 feet; thence 296.18 feet along the aro of a curve to the right, having a radius of 494.60 feat, a= central angle of 34°18'36", and subtending a chord bearing N 76°95'18" E 291..77 fest: thence s 85'55'25" B 169.01 feet; thence: 139.92 feet along the arc of a curve to the left, having a radius of 488.33 feet, a central angle of 16°25'034, and subtending a chord bearing N 95°52'04" E 139.45 feet: thence N 77'39'33i1 $ 14.08 feet; thence 76,09 feat along the arc of a curve to the left, having a radius of 558.34 feet, a central angle of B°05'46", and subtending a chord bearing N 73'36'40" E 70,83 feat; thence 4 59°33'48'= E 125.64 facet; 'thence 128.07 fast along the arc of a curve to the right, having a radius of 212,38 feet, a central angle of 34°33'010, and subtending a chord bearing N 86°50'18"E 126.74 feet; thence 5 23.31'02" E 385.47 feat along the canter of 0ivide'Creeks thence S 06°17'41'1 0 192.58 feet along the center of Divide Creek; thence 5 15'09'16" E 125,39 feet along the center of,Divide Creek; thence s 15°05'02° W 643,72 feet. along the west line of a parcel of land described in Book 542 at Page 720 of the records, of the Clerk end Recorder of Garfield County, Colorado; thence along the west line of a parcel of land described in Book 781 at Page 682 of the records of the Clerk and Recorder of Garfield County, Colorado tha following coerces; 9 24'59109" 8 26.42 feet; thence 8 50'23'08" Y; 15,14 Page 3 752448 07/17/2008 01:40:38 PM Page 6 of 8 Jean Alberico, Garfield County, Colorado Rec Fee: $41.00 Doe Fee: $0.00 eliecorded Stillwater New Lega1.txt feet; thence S 33°25'351° W 117.40 feet) thence S 29°4053'; E 37.16 feet/ thence N 51°27'28" a 22.92 feet; thence N 56°37'21" 2 9,91 fats; thence S 33'22'05" 1s 12.04 feet; thence 8 b6°37'54" 14 9.66 feat; thence S 23'16'16" E 16.75 feet; thence 8 47°24'44" W 39.44 feet; thence 5 37°59'30" E 20.20 Leet; thence N 51°53'59" E 42.95 feet) thence S 43°00'37" le 42.12 feet; thence 5 37'29'01" E 25.20 feet; thence S 421'29'31" E 233.99 feat/ thence N 76'40'36" 1r 9.71 Leet; thence 8 43143,43" 8 z64.70 feet, thence • 36'30149" E 305,33 feet; thence S 37°15'11" E 166.12 feet) thence 8 26'33'16" E 108.49 feet; thence 5 26°26140" E 385.54 feet; thence 5 89°59'15" E 399,90 feet; thence S 21'22014" >ti 65.39 feet; thence S 74'07'33" E 111.06 feat; thence S 71°00'22" E 69.22 feet; thence 8 59°14'45" E 122.49 feet; thence 8 65°52'46" E 116.94 feet; thence S 46°04'47" E 75.99 feet) thence $ 89°59'15" E 30.12 feet to the west right of way line of County Road No. 3114 thence along said west right of way line the following courses; 3 43'00'04" E 177,21 feet; thence 860.24 feet along the arc of a curve to the right, having a radius of 1611.66 feet, a central angle of 30'34'55", and subtending a chord bearing S 27°42'36" X 850.06 feet; thence $ 12°25'09" E 393.97 feat; thence 8 11°30'00" 6 90.63 fest; thence 138.15 feet along the arc of a curve to the left, having a radius of 494.70 feet, e central angle of 16°00'00", and subtending a chord bearing S 19'30'00" E 137.70 feet) thence 122,21 feet along the arc of a curve to the right, having a radius of 511.09 feet, a 'central angle of 13°42'00", and subtending a chord bearing S 20°39'00" E 121.92 feat; thence 5 13°48'00" 8 203.76 feet; thence 299.06 feet along the arc of a curve to the tient, having a radius of 4856.26 feet, a central angle of 03 31'00", and subtending a chard bearing 5 12'02'30" E 296.02 featj thence 8 10°17'00" E 239.30 feet; thence 209,70 feet along the aro of a curve to the left, having a radius of 495.47 feet, a central, angle of 24°15'00", and subtending a chord bearing 9 22'24'30" E 208,14 feet; thence S 34°32000" E 61,81 feet; thence 193.10 feet along the arc of a curve to the right, having a radius of 406.63 feet, a central angle of 25°48°00", and subtending a chord bearing S 21'39'00" $ 181,56 feat/ thence 5 09'44'00" E 177.30 feet; thence 195.5.1 feet along the arc of a curve to the right, having.a radius of 1408.02 feet, a central angle of 7°57'21", and subtending a chord bearing 8 04'45119" E 195.36 feet) thence 9 00146139" E 299.58 feet; thence 97.60 feet along the arc of a curve to the right, having a radius Page 4 752448 07/17/200B 01:40:38 PM Page 7 of 8 Jean Atherlco, Garfield County, Colorado Rec Fee: $41.00 Doc Fee: $0.00 eFiecorded stillweter New Legal.txt, of 1247.08 fest,,a central angle of 4°29'03", and subtending a chord bearing 8 01627'53" 4P 97.56 teats thence 5 03`42'24" W 134.51 feet; thence 210,65 fast along the arc of a curve to the left, having a radio's of 432.03 feet, a central angle of 27156'12": and subtending a ohord bearing S 10'15'42" E 208,57 feet; thence 8 24`13'47" E 271.62 feet; thence 136.15 feet along thb ars of a curve to the fight, havinve radiud'of 343.75 feet, a central angle .of 22'41'34", and subtending a chord bearing 8 12'52'59" E 135.26 feet;.. thence 5 81'32'116 E 107.57 feet; thence 205.40 feet along the arc of a curve to. the left, having a radius of 654.80 foot, a central angle of 13'39'92", and subtending a chord bap;ing S 06"22'03" E 205.72 feat,. thence 5 15°11154' 8.23,73 feet to the south line of said Section 131 thence 8 89°49'00" W ;328.03'feet along the south line of said Section 13 to the south 114 =marred Rection 13; thence N 00'41'19" 41.1315,58 feet along the west line of the SE1/4 of said section 13 to the south boundary of Mineota Ridge Estates, 8Liing'14o. 3; thence 8 89°17'01" W 2635.36 fast along said south line; thence 8 89°49'01" w 1324.02 feet along said south line'to the point of bagir►ning, containing 1471.09 acre' more or less. Also referred to as Qarfield County. Assessor Parcel No. 2179414.00-114. Also including that part of the SW 1/4 of she Sia 1/4 of Section 13, Township 6 South, Range 92 West of the 5 Principal Meridian lying westerly of the west right-of-way lino of County Road 311 containing 36,3 acres, more or Ieis. Also referred to as s3arfleld County Assessor Parcel No. 2179-134-00-01€, Page 5 752448 07/1712008 0t40:38 PM Page 8 of 8 Jean Aiberlco, Garfield County, Colorado Roc Fee: $41.00 Doc Fee: $0.00 eRecorded Colorado Secretary of State - Record Confirmation Page 1 of I audnesa nonce Bohm, kirt meson amigos Soarvh FAR) Gi Record Confirmation Please review this in#OJmatiou and confide that you are authorized to affect this record. if the infonnatton on thio page is not accurate, please file the appropriate document to update the recor+:l, For example, change the registered agent information when fining an annual report. You may wish to print this page for reference. ID Number: Nemo: 19871171163. VALL Y FARMS, INC,, Dissolved Awe 2S, 2008 registered Agent: BOBBY ROY MC .SON MIL Registered Ager3t Street Addres§: 1197 CN iTY 1W 218, SILTT, CO 81652,11tiitt:d States - Registered Agent Mailing Address: pp BOX 248, SILT, CO 13165;, Vetted Stales Principal O lea Street Address: 1197 CNTY ID 218, 811.T, CO 81652 , United States Principe; Office Mating Address: P,O. Box 248, Slit, CO 81652, United States Status: Voluntarily I3issolyed Forrn: Corporation Jurisdiction: Colorado Formation tate: 00401964 Annual Report Month; February • iaviewaddlikinal information on file Evans Center: 943 644 22es • Fes 343 658 4884 a RSeltt acahualneasattp.sioicoo,ut Smyth 1 Coantaot m 1 Privacy statement ( T.rrna of use http;llrvavw.cos.stateca.uslbiz/FileDnoSeateliCriteria,dnjaessionid=-aii008AYgxsjCTgDi3iTgl; M3Kgol'7'... 6125/2008 752452 07/17/2008 01:40:38 PM Pago 1 of 7 Jean Alberlco, Garfield County, Colorado Roc Fee: $36.00 Doc Foe: $0.00 eRecorded PERSONAL REPRESENTATIVE'S DEED STATE COLORADO § KNOW ALL MEN BY THESE PRESENTS THAT: COUNTY OF GARFIELD § WHEREAS, the Estate of Roger M. Dixon, Deceased ("Dixon") acting through Clinton W. Josey, Jr. as its Independent Executor ("Grantor") owns the real property ("Property") described in Exhibit A attached hereto and made a part hereof, WHEREAS, Grantor desires to distribute the Property to Dixon Water Foundation, a Texas nonprofit corporation ("Grantee") pursuant to the Will of Dixon; WHEREAS, Grantor desires to evidence of record the distribution of the Property to Grantee by the delivery and recording of this deed. NOW, THEREFORE, the Grantor, for and in consideration of the sutra of $10.00 DOLLARS, the receipt and sutfioienoy of which are hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the Grantee, its successor's and assigns forever, the Property, together with improvements, if any, situate, lying and being in the County of Garfield and State of COLORADO, described on Exhibit A attached hereto and made a part Hereof. TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the rents, issues and profnts thereof; and all the estate, i right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the Property, with the hereditannents and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said Grantee,,its successors and assigns forever. And th© Grantor, for itself, its successors and assigns, does covenant, grant, bargain and agree to and with the Grantee, its successors and assigns, that at the time of the delivery of these presents, he is well seized of the premises above conveyed, and has good right, futl power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same arc free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature whatsoever, except general taxes for the current year and subsequent years and subject to easements, restrietions, reservations, covenants and rights of way whether or not of record to the extent still in effect. This conveyance is made subject to (1) prior conveyances of the oil, gas and other mineral estate to third parties and (ii) Lease to McPherson Farms, LLC for agricultural purposes. The Grantor shall and will WARRANT AND FOREVER DEFEND the Property in the quiet and peaceable possession•of the Grantee, its successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, but not otherwise. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. 041382OMD3 DALLAS 23b4804.2 5, 752452 07/1712008 01:40:38 PM Page 2 of 7 Jean Alberico, Garfield County, Colorado Ree Fee: $36.00 Doc Foo: $0.00 eRecorded IN WITNESS WHEREOF the Grantor has executed this deed on the date set forth above. Clinton W. Josey, Jr., as PR and Independent Executor o McFarland Dixon The address of Grantee is: 6060 North Central Expressway, Suite 305 Dallas, Texas 75206 STATE OF TEXAS COUNTY OF DALLAS § Ropr neon to# e Estate of Roger BEFORE ME, tho undersigned, a Notary Public in and for said County and State, on this day personally appeared Clinton W. Mosey, Jr., Personal Representative and Independent Executor of the Estate of Roger McParland Dixon, known to me to be the person whose name is subscribed to the foregoing instrturrcnt, and acknowledged to me that he executed the same for the purposes and oonsidoration therein expressed, GIVEN under my hand and seal of office this /`day of J JANE:TSAMFORD NOTARY PUBLIC State or Texae Comm. Exp. 89.23-20pg o2 08. 041882000003 DALLAS 236004.i 2 ary Public in nd for e State of Texas 752452 07/11712008 01:40:38 PM Page 3 of 7 Jean Afberico, Garfield County, Colorado Roc Foe: $38.00 Doc Fee: $0.00 eReeorded EXHIBIT A Stillwater New Legal.. txt h tract of land situate in Sections 9,10,11, 12,13,14, 1.5, and 16, Township 6 South, Range 92 West of the 6th Principal Meridian, Garfield County, Colorado, being more particularly described as follaw8: Beginning at the southwest corner of. Mineota Ridge Estates, Filing NQ, 3, County of Garfield, State of Colorado; thence t4 00°31'270 W 1184.42 feet along the west line of said Mineota Ridge Estates, Filing No. 3, County of Garfield, State of Colorado; thence N 85622'50" W 891.82 feet along the.north line of Mineota Ridge Estates, Filing No 1; thence S 81°37'09" 14 12.16 feet along the south line of a tract of land described in Book 801 at Page 836 of the records of the Clerk and Recorder of Garfield County, Colorado; thence S 70'27'55" W 123.14 feet along said south line; thence S 70°27'55" W 506.91 feet along the south line of a tract of land described in Book 801 at Page 831 of the records of the Clerk and Recorder of Garfield County, Colorado; thence 5 66'29'49" 14 680.62 feet along the north line of said Mineota Ridge Estates, Filing No. 1; thence 8 80'22'31" W 1559.15 feet along the north line of said Mineota Ridge Estates, Piling No. 1; thence N 37'57'33" W 1649.17 feet along the north line of Mineota Ridge Estates, Filing 14o 2, County of Garfield, State of Colorado to a point on the north line of Amended Plat of Lots 7 r 8, Mineota Ridge Estates, Filing No. 2; thence along said north line the following courses: thence fit 52°07'28" ft 299.49 feet; thence N 52°07'28" W 220,70 feet) thence N 46607'15" W 310.14 feet; thence N 65°55'50" W 154.28 feet; 'thence N 38°20'25" W 8.05 feet to a point on said north line of Mineota Ridge Estates, Filing No. 2; thence along said north line the following coursest thence N 66'30'39'` W 835,52 feet; thence S 82'40'12" W 998.62 feet) thence 5 59620'42" W 1388,77 feet) thence N 60°50'38" W 808.15 feet; thence S 31°58'09" 14 265,00 feet along said northerly boundary to the west kine of said Section 15/ thence N 00'25'45" z4 111.98 feet along said section line to the west right of way line of County Road No. 331 ; thence 5 31°5.8'09" W 257.28 feet along said right of way line;' thence 403.90 feet along the arc of a curve to the left, having a radius of 550.18 feat, a central angle of 42°03'42", and subtending a chord bearing 8 10°56'18" W 394.89 feet along said right of tray liner thence 5 10405'33" E 332.30 feet along said right_ of way lura; thence S 69'36'50" w 1159.60 feet along the mouth line of the E1/2 of the NE1/4 of said Section'16; thence N 00°21'54" W 1302.08 feet along the west line of the E1/2 Page 1 1111111E MAI% 11111 Retentionll; 790412 co/23J201[t 1242,os Prf Jean Rarerloo 1 of 2 Rao Fae:$I6.OQ Dvo Fee:O.00 GrtRFTELD COUNTY CO HOLY CROSS ENERGY RIGHr.OMAY EA SEM Mr KNOW ALL MEN 8Y THESE PRESENTS, that the ono rsIgned, OIXON WATER FOUNDATION, • Texu non-profit corporation yfter Iled rfor whereof f acknow1e does herebrant Ma olyCrosssEnergyy. a Colorado corporation P address fe P.O. Sox 2T0GIod Springs Colorado (hereinafter called 'Grantee') and la Its successors end assigns, the right of Ingress and egress across Panda of Grantor, situate in the County of Garfield; ;tate of Colorado, defer! bed as follows: A trap or land kiawd to sections il, 10.11, 12, 13, 11, 15 and 16 Township 6 South, Range 92 West of The 6° P.M., as recorded by Reception No, 7S2452 in the records or the Garfield County Clerk and Recorder's Office, Glenwood Springs, Colorado. And, to construct, reconstruct, enlarge, eperate, maintain and remove en electric transmission or distribution line or system, within the above mentioned lands, upon an easement described as follows: An easement thirty 00 'emir; width, the centerline for said easement being a power lint as cvnstrucled, the approximate location of which upon the above described property !s shows on Exhibit A &nached hereto and made a part hereof by reference. The rights herein granted specifically allow Grantee 10 IT) instal doom guys emir anchors t.1t: In timirtyflve OS) feet of ane P ole located on the above described easement, and 12) lnslell additional poles, drown guys with anchors, overhead conductors and/or related facilities wfthin the above described easement at any time In the fuw re. And, IA addition, Grantor hereby grants to Grantee, and to hs successors and assigns. the right to clear all trees and brush, by machine work or otherwise, within said Casement, and the further right Ib tut tress, ewes though outside of said easement, which are tali enough to strike the woes In falling. Grantor agrees that the surface of the ground will not be changed nor will any other alteration be made within the boundaries of lie easement whkh would violate National Electrical Safety Code requirements for minimum clearance from the power line conductors. G rantor agrees that all soles, wire and other facilities installed by Crewe an the rebore described rands, shah remain the property of Grantee; and shall be removable ettheQption of Grantee. Grantor covenants that It Is the owner of the above described lands and that She said lands are free and dew of encuntbrances and liens of whatsoevercharactar, except those held by the knowing: All maters of record and subject to an agricultural lease With ORM Fromm las and all tight 5.oFWayand utilities that are instalied, con srrotted end In place. TO BANE AND TO KOLR, 61Id rig ht -of -way and easoient, togetherwithall and singular, the eights and prMNtges appertaining thereto, unto Grantee, Its successors and Assigns, forever. iN wiTN�fsS Hbe-aYi LaEREOF, Grantor has caused these presents to be duly executed en this Zi day of J�rn,,�v.r- xo Com. 'She individual signing this Holy Gass Energy R1oht-of Way Easement hereby represents that he/she has full power end alrhorityto sign, execute, and deliver this Instrument. • - - STATE Da 7~'�'u0-4) ) Fs. COUNTS' Or" ,.�q The foregoln In trurnent dged before me this ���yor 26._ !. by j� �( A—r- /77� • • • i3#k�e) president of DIXON WATER fDUNDATION, a ffexas nom proIi corpdration. De WATER Ftftic r ;'fox s-non•�roAt wrpor n pose Preildent WfrNESs my hand and orfldal seal. My commission expires, METSA*fID PL i.iC °:47;it Gp. Ol1 31EOld hotary Pu / Address:,.l�D4PD A4 --A711-01 Ref - ilQq Wfo#op-2OR99:07•t4.I $)lneota EstatesMtarao:12-2I.Oe tendso>.on rep a tHirso1 PLEASE RETURN TO: HOLY CROSS ENERGY P,O,BOX 2150 GLENWOOD SPRINGS, CO 81602 VeeU1Y812111litfilI bW11 Y.R 111111 08/78/2410 12:09:05 NI JRan RIbyyrlc 2 01 7 Roo F.s $IG.Od ileo Fea:0.00 GflRFIEID COUNTY CO S I 'r 40 .ert=F so,.m�, — _ — tet:. 1 I jar r 1 41 b l- a P 1110�,111 ANKAVl 4'L'lge iklir1.f l.ila lilt! 14147! CV DJs24:A� Pit JeA11 A�herlco 4 of T Rea Peet58fi.00 Dao ME:u.09 OfiRF[EL9 COWITY FO ORDINANCE NO, 20 SERIES 2008 AN ORDINANCE OF THE BOARD OF TRUSTEES OF THE TOWN OF SILT, COLORADO, APPROVING THE DISCONNECTION OF CERTAIN TERRITORY FROM THE TOWN OF SILT, COLORADO, KNOWN AND DESIGNATED AS THE "STILLWATER DE -ANNEXATION." WHEREAS, on October 15, 2008, the owners of the property proposed to be disconnected from the Town of Silt, Colorado ("Town") filed an application for disconnection from the Town (Exhibit Al. The application is for a "Disconnection by Ordinance" pursuant to Section 31-12-501 C.R.S.; and WHEREAS, Section 31-12-501 G.R.S. sets forth the procedure required to disconnect a tract of land within and adjacent to the boundary of a town; and WHEREAS, the Board of Trustees does hereby find and determine that approval ofthe application for disconnection of said territory to be In the Town's best interest. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE TOWN OF SILT, COLORADO: Section 1. That the tract of land .described in the Application For Disconnection, commonly referred to as the "Stillwater De -annexation," and as Iegally described in Exhibit B and all roads existing therein, is hereby disconnected from the Town of Silt, Colorado, in accordance with Section 3112-501, C. R.S. Section Z. The Town Clerk of the Town of Silt Is hereby directed as follows: (a) To file one (1) certified copy of this ordinance in the office of the Town Clerk • of the Town of Silt. (b) To certify and file two (2) copies of this ordinance with the Clerk and Recorder of the County of Garfield. State of Colorado. (c) To request the Clerk and Recorder of Garfield County to fife one certified copy of this ordinance with the Division of Local Government of the Department of Local Affairs State of Colorado. Section 3. The Town Engineer of the Town of Slit Is hereby directed to amend the Official Map of the Town of Slit to reflect the boundary changes adopted pursuant to this ordinance. TOWN OF SILT P.O.BOX 70 SILT, C081652 ■I• a �l i i`,l�ls W l ,lLIi' Y 111111 pptianik: 754735 [ 4v 21uf�72no F s lino � 6� R*5116�GRRF IELO COUNTY CO. Section 4. The tend so disconnected shall not thereby be exempt from the payment of any taxes lawfully assessed against it for the purpose of paying any indebtedness contracted by the Town of Silt while such land was within the limits thereof and which remain unpaid and for the payment of which said land could be taxed. Section That if any section, subsection, sentence, clause, phrase or portion of thls ordinance is for any reason held Invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof, Section S. That this ordinance shall not have any effect on existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances amended as herein provided, and the same shall be construed and concluded under such prior ordinances. INTRODUCED, READ, APPROVED ON FIRST READING this 27th day of October, 2008 at 7:00 p.m, at the municipal building of the Town of Silt, Colorado. PASSED, APPROVED ON SECOND READING, ADOPTED AND ORDERED PUBLISHED following a public hearing this 10th day of November, 2008. ATTEST: Town Clerk Sheila M. Mo TOWN OF SILT yor David C. Moore --) 111s1 111rrM.I 1 674ec9620o13la1RFIELU mom Co THE DIXON WATER FOUNDATION 606014. CENTRAL EXPRESSWAY, 430$ DALLAS, TX 7S206 TEL. (214) 521-8700 October 15, 2008 Betsy Suerth, Town Administrator Town of Silt 231 North 71h Street P.O. Box 70 Silt, Colorado 81652 Dear Betsy: SAX: (214) 696-4227 RECEIVED our 2 0,008 Re: Ordinance to Disconnect (Dcanne,x) Stillwater Property Thank you for your recent correspondence related to the Town's decision to disconnect 'the Stillwater Property from the Town of Silt. This lettdr is to inform you that the landowners of the affected property support the Town's efforts to discerned the Stillwater Property. The Dixon Water Foundation owns the bulk of the former Stillwater Property. The Dixon Discovery Foundation owns a small portion of the Stillwater Property which is described as Lots 1-7, Filing 3, Mineota Ridge Estates. Neither the Dixon Water Foundation nor the Dixon Discovery Foundation have objections to the proposed disconnection ordinance which will be considered at the Board of Trustees' meeting on October 27, 2008. • It is my uoderstarkdinq thbt the disconnection ordinance will affect' ail of the -property owned by The Dixon Water Foundation and the Dixon Discovery Foundation within the Town's boundaries. Speciacally, this includes those lands annexed as a result of the Stillwater Ranch Petitions for Annexation Nos. 1-7 (enacted by Town of Silt Ordinance Nos. 17-24, Series 1996), as the sante have been amended and restated from time to time. if you have any additional questions, please feel free to contact me. 1 look forward to continuing to work with the Town on matters of conwion concern, even though the property owned by The Dixon Water Foundation and the Dixon Discovery Foundation will no longer be located within the Town's boundaries. Yours truly, The Dixon Water Fdation k ----7. 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Igr r MPOVAMHiP1ritrill: Y.Mitiili Ir 111 R0e9ppt1onP; 768735 1111712000 02:21.42 Flt Jean H1bur[co 6 a1 7 Rsa Fvs;6i6.IC Guo Fra:0,130 CARF]LLD COUNTY CO AflNEOTA ESTArffS PILING Na 2 Wmrwc ssML I�lr[I+1 1 pF A iLLM es?Mrnr_i,'a f"- iwl7W5-=iJxn iF10 117. 1=•['ii•'.ill �anpis7.77.71-201im•1!1 iii r-:a•.r+i pm -T,1 MEM r &C'irfi 11111'1:a UM= Jl�Y7/i: 3 Mora ii-lyl;iadir -1;' nTl'ii a F1f• �''Fii11i.7 Ma= R^'PP1 iiFL❑ Pig VIM WT.—, 7.4 niMEIAD 11r1Or7. ) •TF�r 1RiL srl� wr. raw7ryd F a wl'S1i �lrr_eki '7 �37ii'?T71ii7:j :l .1 1 MNli'Fl-'1i WU.= `71Ti"ii Maid Im-cgO 7.03.11011M, R14//17i7 II 17: MU al ImP7Fin-Al FJii7'rnrs wF.-g ummi 7 T171�TFR l[llllww=rrnM'a �If� al.1011".7.6"-M1 111:11L W.Va. lim if 71 MUM iitmlW 1TixSi wl: 7 -r7a: MEAN fs 7MINI�r MEAN INeLra R!:iaAimrr-limikta RF.'�w'1srr�lrw[eln RF• aR1r7rT1'171..47 Wall.MU. . ,"✓rll iuc 1041 .'Y3'✓r i17.0. ImC 1• i1TlrliMl14 f �twalrnty71apr1we[rl lQ =1411—seri 1101L=WrgriA. 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JRX r RacvpllonN: 75E1735 11,17,20€u 02:2102 Al Jean Ri6erkcw 7 of 7 Roo Fee.a$6.0E1 OW Fas.0.49 GARPIELO CAU flY ST'II,L A'A7'ER DISCONNECTION MAP FROM THE TOM' OF SILT, COUNTY OF GARFIELD, STATE OF COLORADO WAWA Raxs Mai:FAPO'Xn arpclru awry RnsvW nmr nn 14IN£OTA TSTA7r5 RUNG NO. 1 ,T,.NGEND J f alruYATu knnv.cM:0MA' NR s =-VilagigT ant?' IOC ewn NAV fI ..oANOrb Aso MUM) alar ra 7Gf £xA+wv &wow. °A-cpp ".."11 +kfs rY 1u 0"P and P£Sl►iI'D SI v1 rr pp[Y4a1R1'rocA I£ re, rgRaYlL Y asci rr sYJ sfa17N1£A oiA1-44r470 MOS .r Exhibit "B" h. ,w asff DPW Apt eve Mn roue 78,56g-1 1 t; i I lgldal I 1 • 299c7gg 752452 07/17/2008 01:40:38 PM Page 4 of 7 Jean A!berico, Garfield County, Colorado Rec Fee: $36.00 Doe Fee: $0.00 eRecorded. Stillwater 44e0 i,ega1. txt of the NEI./4; thence 5 89°36'13" W 629.37 feet along the south line of the E1/2 of the NW1/4 of the NE1/4 of said Section 16; thence N 00'22'02" W 1301.72 feet along Chs east.Line of the Amended Gi mi Minor Subdivision Exemption, County of Garfield, State of Colorado to the north line of said Section 161 thence 5 89`40'44" W 0.47 feet along the north line of Section 16; thence N 00'37'48" W 1326.09 feet along a line parallel to and 30 feet east of the west line of tha E1/2 of the SW1/4 of the 5E1/4 of said Section 9 to the north line of said E1/2 of the SWI/4 of the SE1/4i thence N 89'32'14" E 279.75 feet along said north line of said E1/2 of the 5W1/4 of the SE1/4 to a fence line; thence N 00°32'34" W 1649,50 feet along said fence line. and a northerly extension of said fence line to the center of the coloredo River; thence N 83'46'02" E 251.93 feet along the center of the Colorado River; thence 5 85°06'16" E 994.78 feet along the center of the Colorado River; thence S 76'23'17" E 1838.73 feet along the center of the Colorado River; thence 3 13'02'34" W 850.00 feet to terminus of Dry Hollow Creek; thence along the center of Dry Hallow Creek the following courses; 5 24`01'43" W 98.59 Feet; thence 5 01°15145" W 130,61 feet; thence S 18955'56" E 118.94 feet; thence S 09`39'59" E 98.62 feet to the center of the Rising Sun Ditch; thence along the center of the Rising Sun Ditch the following courses: H 89'36'18" E 186.76 feet; thence 5 59°43'23" E 133,90 Peet; thence $ 52'17132"E 203.54 fest; thence 5 25°29'05" E 157.11 feet; thence 5 41°54'19" E 114.98 feet; thence 5 67'37'50" E 241.92 'feet to the east line of the west 1/2 of Lot 11 of said Section 10; thence 5 00'34'33" E 687.20 feet along said east line of the west 1/2 of Lot 11 to the south line of said Section 10' thence N 89°22'33" E 1034,80 feet along the south line of said Section 10; thence N 03'39'37" E 543.11 feet along the east line of a parcel of land described in Book 757 at Page 665 of the.records of the Clerk and Recorder of Garfield County, Colorado and a northerly extension of said kine to the center of the Rising Sun Ditch; thence along the center of said ditch the following courses: N 60°42'48" E 151.24 feet; thence N 75°41116" E 191.98 feet; thence N 70'27139" E 206.82 feeti thence N 54'13.'29" E 47,44 feet; thence N 72°04'10" S 251.29 feet; thence N 68'12'45" E 107.32 feet; thence N 73'43'34" E 42.22 feet; thence N 63'57'05" E 93.27 feet; thence N 61°09'12° E 79.66 feet to the west Una of a parcel of land described in Book. 420 at Page 576 of the records of the Clerk and Recorder of Garfield County, Colorado; thence 5 09'57'32" E 40.00 feet along said west Page 2 752452 07/17/2008 01:40:36 PM Page 5 of 7 Jean Alber#co, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $0,00 °Recorded Stillwater New Legal.txt line to the SW corner; thence t3 82°44'43" E 510.83 feet along .the south line of said parcel described in Book 420 at Page 576 to the SE corner; thence N 77°42'44" E 95.65 feet to a fence described in exception to Book 420 at Page 150 of the records.of the Clerk and Recorder of Garfteld.County, -Colorado; thence along said fence the following courses: N 99°04'28" E 793,46 feet; thence N 83°10'05" E 1218.09 feat; thence 5 43.28'41" B 390.69 feet along said fence and a southerly extenpion of said fence to the south right of way line of County Road No. 311; thence along said south right of way line the following,courses: N 81°39409" E 124.18 feet; thence N 82°30'39" E 282.34 feet; thence 142.44 feet along the arc of a curve to the left, having a radius of 434.73 feet, a central angle of 19°40'43", and acbtending a chord bearing N 72°40'17" E 141.74 feet; thence N-62°49'56" is 357.75 feet€ thence 376,52 feet along the arc of a curve to the right, having a radius of 2594.93 feet, a central angle of 8°18'49", and subtending a chord bearing N 66°59'21" E 376.19 feet; thence N 71°08'45" E 1231.32 feet; thence N 67°40'48" E 355.23 feet; thence N 67°44.'38° E 265.70 feet; thence N 65°50'18" E 185.32 feet; thence N 62°42'04" E 441,57 feet; thence N 55°46'00"'S 305.67 feet; thence 296.18 feet along the aro of a curve to the right, having a radius of 494.60 feet, a central angle of 34°18'36", and subtending a chord bearing tI 76°55'10" E 291,77 feet; thence S $5°55'25" E 169.01 feet; thence 139.92 feet along the aro of a curve to the left, having i radius of 488.33 feet, a central angle of 16°25'03", and subtending a chord bearing N 85°52'04" E'139.45 feet; thence N 77939'33" E 14.08 feet; thence 78.89 feet along the arc of a curve to the left, haying a radius of 558.34 feet, a central angleof8°05'46", and subtending a chord bearing N 73°36'40" E 78.83 feet} thence 14 69'33'48" E 125,64 feet; thence 126.07 feet along the arc of a curve to the right, having a radius of 212.38 feet, a central angl:o of 34°33'01", and subtending a chord bearing N 86°50'18"E 126.14 feet; thence $ 23"31'02"-E 386.47 feet along the center of Divide Creek; thence $ 06°17'41" W 192.58 feat along the center of Divide Creek; thence S 15°09'18" E 125.39 feet along the center of Divide Creak; thence S 15°05'02" W 643.72 feet along the went line of .a parcel of land described in Book 542 at Page 720 of the records of the Clerk and Recorder of Garfield County,, Colorado; thence along the west line of a parcel of land described in Book 781 at Page 682 of the records of the Clerk and Recorder of Garfield County, Colorado the following courses; s 24'59'09" E 26.42 feet; thence S 50°23'08" w 15.14. Page 3 752452 07/1712008 01:40:36 PM Page 6 of 7 Jean Alberdo°, Garfield County, Colorado Roc Fee: $36.00 Doc Fee: $0.00 °Recorded Stillwater New Legal.. txt feet; thence S 33°26'35" ce 117.40 feet; thence S 29°06'53" E 37.16 feet; thence 4 51°27'28" t 22.92 feet; thence 14 56'37'21" E 9.91 feet; thence S 33'22'05" E 12.04 feet; thence 3 56°37'54" W 9.66 feet; thence S 23°18'16" 8 16.15 feet; thence 5 47°24'44" W 39.44 feet; thence 5 37°59'30" E 29.20 feet; thence W 51°53'59" E 42.95 feet; thence 5 43'00'37" E 42.12 feet; thence S 37°29`01" E 25.10 feet; thence 5 42`29'31" E 233.99 feat; thence N 76°40'36" E 9.71 feet; thence S 43°43'43" E 264.70 feet; thence 8 36°30'49" 8 305.33 feet:. thence S 37°15'11" 8 168.12 feet; thence 8 25°33' 16" is 106.49 feet; thence S 26°26'46" E 385.54 feat; thence S 89°59'15" E 399.90 feet; thence 5 21°22`14" E 65.38 feet; thence N 74°07'33" E 111.06 feet; thence 8 71'00'22" 8 69.22 feet; thence S 59°14'45" E 122.49 feet; thence 5 65°52'46" E 116.94 feet; thence 3 46'04'47" E 76,99 feet; thence S B9°59'15" 8 30.12 'feet to the west right of way Line of County Road No. 311; thence along said west aright of way line the fallowing courses: s 43.00'04" E 177.21 feet; thence 860.24 feet along the arc of a curve to the right, having a radius of 1611,66 feet, a central angle of 30°34'55°, and subtending s chord bearing S 27°42'36" E 850.06 feet; thence S 12°25'09" 8 393.97 feet; thence 5 11'30'00" E 90.63 feet; thence 138.15 feet along the arc of a serve to the left, having a radius of 494.70 Peet, a central angle of 16°00'00", and subtending a chord bearing S 19'30'00" E 137.70 feet; thence 122,21 feet along the arc of a curve to the right, having a radius of 511.09 feet, a central angle of 13°42'00", and subtending a chord bearing S 20°39'00" E 121.92 feet; thence 8 131'48'00" E 203.76 feet; thence 299.06 feet along the arc of a curve to the right, having a radius of 4856,26 feet', a central angle of Q3°31'00", and subtending a chord bearing S 12°02'30" E 298.02 feet; thence 8 10°17'00" E 239.30 feet; thence 209,70 feet along the arc of a curve to the left, having a radius of 495.47 feet, a central angle of 24'15'00", and subtending a chord bearing S 22°24'30" E 208.14 feet; thence S 34'32'04" E 61.81 feet; thence 183.10 feet along the arc of a curve to the right, having a radius of 406.63 feat, a central angle of 25°48'00", and subtending a chord bearing 5 21'38'00" 8161.56 feet; thence 5 08°44'00" E 177.30 feet; thence 195.51 feet•elong the arc of a curve to the right, having a radius of 1408.02 feet, a central angle of 7°57'21", and subtending a chord bearing S 04°45'19" 8 195,36 feet; thence 3'00°46'39" 8 299.58 feet; thence 97.60 feet along the arc of a curve to the right, having a radius Page 4 752452 07/17/2008 01:40:38 PM Pago 7 of 7 Jean Alberlco, Garfield County, Colorado Rec Fee: $36.00 Doc Foo: $0.40 °Recorded stillwatex Haw Legal.txt, of 1247.08 feet, ,a central angle of 4'29'03", and subtending a chord bearing S 01'27153" W 97.56 feet) thence S 03'42'24" ➢ 134,51 feet; thence 210.65 feet along the arc of a curve to the left, having a radius of 432.03 feet, a centra), angle of 27'56'12", and subtending a chord bearing 3 10'15/42" 8 208.57 feet, thence 8 24'13'97' t± 271,62 feat; thence 136.13 feet along the aro of a curve to the right, havingJn rediud `of 543.73 feet, a central angle.of 22'41'36", and subtending a chord baring S 12'52'59" S 135.26 feet,, thence S 01'32'11" Yr 107,57 feet! thence 205.10 feet along the arc of a curve to' the left, having a radius of 864.80 feet, a central angle of 13'39142", and subtending a chord beer.ing s 08'22'03 Z; 205.72 feet,. thence 5 15'11154/' 8'$3.71 feet to the south line of aatd Section 13; thence S 89'09'00" W ,328.03';eet along the south line of said Section 13 to the !oath 1/4 corner of Section 13; thence R 00'41'19" W•1315.58 feet along the went line of the SEL/4 oC acrid Section /3 to the south boundary of Hineota Ridge Estates, riling No. 3 thence 3 89°17'O1" H 2635,36 feet along said south 1?.ne; thence 3 89'49'01" H 1324.02 feet along said south 11ne'to the point of bliginning, containing 1471,89 acres more or less. Also referred to as Garfield County Assessor Parcel No, 2179.114-00414. Save and except, to the extent included in the foregoing 1,471.89 acres, Lots 1-7, according to the plat for Filing 3, Mineola Ridge Estates, filed in the office of the Clerk and Recorder of Garfield County on September 22, 1972, at Reception No. 255380, referred to as Garfield County Assessor Parcel No. 2179-133-00-009. Also including that part of the SW '/ of the SE % of Section 13, Township 6 South, Range 92 West of the 6 Principal Meridian lying westerly of the west right -of --way, line of County Road 311 containing 36.3 acres, rnore or less. Also referred to as Garfield County Assessor Parcel No. 2179-13400.016, 7N SME OF TB??..AS PROBATE HURT .:.'0UNIY OP nes' LETTERS' TESTAMENTARY CAUSE NO. O5 -440-P 1, CYNTHIA FIGUEROA CALHOUN, County Clerk and Clerk of the County and Probate Courts, in and for said County, do hereby cerIW' that on th was appointed indepen and that said app Independent Ex having quale Hd ,2005, N . JOS2Y ecu{ , 4 ! out bond, of the Will an I further certify al said ap 1111 111,i 11 R1 Rec.ptian1t 785283 0400/2010 1010,50 Al leen Mario* S of i Rio relsi6.00 Oto Fool0.00 GRRFIELO COUNTY CO LUIS s_ressur rrutrxarra0 Cat A ,;1 i' coo • GARFELa0 tJ ` oIVOGD R O5, COLORADO Q�.,, • , k ,iE1 E f iu11. If O ccorrOct copy of the irif� Otn� _e i r POAi_�.. . i MOP/ UN, County Clerk °urtty, Texas Floodplain Development Permit Parcel # 2179.114-00-114 Antero Resources Corporation OLSSOIN1 ASSOCIATES Exhibit C — Site Plan OA Project No. 010-2096 October 2010 Revised March 2011 826 21 "I, Road Grand Junction, CO 81505 J 970.263.7800 Fax 970.263.7456 PROPERTY LINE 1'Ip„,�� Garfield County Rural Zoning Designation cS ' • 7.q�DB a i'C GA' 0' •ta�� `�4�Y, 14 ,• rap q„id 03 0' 100' 200' SCALE IN FEET 5500 5490 5480 5470 5460 I DIVIDE CREEK APPROXIMATE LOCATION OF ZONE A FLOODPLAIN MAP NUMBER 080205 1 1 1 IC .. REVISED AUGUST 2, 2006 APPROXIMATE LOCATION ZONE A FLOODPLAIN 30+00 31+00 32+00 33400 34+00 35+00 36+00 37+00 AR -1-(10 *NOTE: SITE PLAN AND FLOODPLAIN CROSS SECTION ARE BASED ON PLAN/PROFILE DRAWING TITLED "VF TO MCLIN PIPELINE,” SHEET 1 OF 2, DATED 08-20-10, PREPARED BY RIVER VALLEY SURVEY, INC. 5500 5490 5480 5470 5460 SHEET 1 OF 1 sTE: 02-1.6-2011 DRAWN BY: CAV CHECKED BY: DPI{ PATH: F:\PmjectaW Q10.2096\K 1'RS\EXHfBCTS DRAWING NAME: E]CH1H1TC.dwg EXHIBIT C ANTERO DIVIDE CREEK CROSSING SITE PLAN FLOODPLAIN LIMITS FLOODPLAIN CROSS SECTION OLOLSSON 14.1 union Boulevard, &14e 700 L,k,waod. CO 6022141620 ASSOCIATES TEL 720.062.0072 FA% 720.9624/185 www.oacanwAkrgmm I ' 0 Ei 0 iE MIER ■ I . i II wi; FR i , C o RDH 1 . 1 CR 911 E. --.r-200' ' 5 - CAL 0' 0R RT - —�—. _100=1240.0. ,S •: — .0' H RY 1 PT! ERLI YE 1 r E 5467.18 5467.8 5462.161 7 5465.7 _ �3 t 0 _. dA V) 15459.97 15464.5 5458.88 5462.8 5457.78 5468.4 h . 1 5459.60 5468.6 S ; B LO CO 4� 1n LO RY D EST PO CA X71- t ,PTH n1 i 1H C v � Gln `tea:.v- L 11O in 15478.71 i 5490.0 x 5485.00 5487.6 A 1 n7 N � a-� sn ID . Cy 1-� ,n'A 15482.24 5485.4 CI ,t� to In 5472.2 5473.7 30+00 31+00 32+00 33400 34+00 35+00 36+00 37+00 AR -1-(10 *NOTE: SITE PLAN AND FLOODPLAIN CROSS SECTION ARE BASED ON PLAN/PROFILE DRAWING TITLED "VF TO MCLIN PIPELINE,” SHEET 1 OF 2, DATED 08-20-10, PREPARED BY RIVER VALLEY SURVEY, INC. 5500 5490 5480 5470 5460 SHEET 1 OF 1 sTE: 02-1.6-2011 DRAWN BY: CAV CHECKED BY: DPI{ PATH: F:\PmjectaW Q10.2096\K 1'RS\EXHfBCTS DRAWING NAME: E]CH1H1TC.dwg EXHIBIT C ANTERO DIVIDE CREEK CROSSING SITE PLAN FLOODPLAIN LIMITS FLOODPLAIN CROSS SECTION OLOLSSON 14.1 union Boulevard, &14e 700 L,k,waod. CO 6022141620 ASSOCIATES TEL 720.062.0072 FA% 720.9624/185 www.oacanwAkrgmm P• L4 : • H CK DAMS OR EROSION 'p IN DOWNSTREA = ' a-:' °S'(17E DITCHES (6 7}0.}`zf_ • QA,/ `'EXISTNG 1RRICAT7c A • PIPE; ''REPLACE '- v/HDP sTACtAT.Io� ►55ING SHEL7 3 'ONNEC) TO EXISTING 12" IRRIGATION PIPE. RE�t O1 CONCRETE AND 45' ' BEN ►5 -INSTALL HOPE to .)b '� LIPLIN&. PIPE (12 "ID): VERj1G344 TO ACCOMMODATE FLITUI? SETTLEMEiyT PER PROFILE rtINTY ROAD • • \ ' • Iii .ti TA,; ►N E PEj1N RIf7'; L P771 • • �.' '„__ I OffNECT'T-f3' E isH G+.P P.,E\ SF .25...1.7 ^WIDE' LIMIT OF ACT117TY -- $' " SIA j3241-50 TO :33+75 • ..S,T ,344-05 42.-344.5 v...w w w .1 w w / ... WETLANDS DELINEATION w • ' • .. 'EXISTING 16"°STEFL' CASING "' '4 • 1 , .+ 12' l 2" 12 a 0"44 R • r ■r 1 r 4 FOR CONSTRUCTION 25 -JRRNAT1d PIPE',IN'TALLI.;w HDPE.td .-COOP (N C ROI •SP,EC! -W'ITH'BALL Fi,AR so.41 G6' 1),,s,17 R. b1Y,$` SEE•NOTE 71 ISTTNG 12" PVC .. P. IRRIGATION • PIPE'S ...-......- . c1yw Irw w w 1 FF w a ayY1M1 r 5� •a 1, c�■■[[ C •: a J' 'w : : r .* _1— 5F si t laittillstiff ... r 4 3 EXIT'y � a PQQ.RA. Y/CRE( / V wDIJE,'S/0 CHANNEL"-- •(N1✓25 °CYA97 RIP -RAP) A NXISTING 16"\S1EEL ANG, NNEcir r7 ; EXIsklnt, P VI kA tt TA J2#50 to .36+50 PIPELINE TRENCH SEE DETAIL. SHEET 3 NEW- 12" HPDE WRICA)70N PIPE (370 L.F) ESTORE CREEK AND BANKS TO TO PRECONSTRUCRON GRADES. STABILIZE WITH 9' RIP—RAP (e-1003 CY) OWING r• CTIA9TY f t'. L w y w y � •1� 4 I IN FEET ) GRAPHIC SCALE.. Lincha 511 10a• ' GARF/EL? -COUNTY Ali`'' ZONING DESIGNATION 6SCHMUESER (CORDON MEYER ENGIt.�EE RS 1 SURVE ENOIt EE_RSSIIRVE SURVEYORS MEYE1 18 W. 67H STREET. SUITE oC)0 GLENw3OD 5PRINGs, COLOrtno0 8 160 1 (970) 945- 1004 FAX 19701945-59.48 yr 0 R g ASPEN, COLORADO (970) 925-6727 E„n>i engh.eerQ spmino.anm GUNHlso'I. C0 19701 541-5355 DIVIDE CREEK TEMPORARY DIVERSION PLAN Suet 1 o1 3 FOR L CONSTRUCTION f 5500 5490 5480 5470 5460 5450 5440 1 qg • MCI: FR `1 - vi oa SP": 1" - 10' VERT COVE NG 16" BORE CA ING OSE2 PPELINE TRENCH 12" ST EL CAS 12" P WATER 12" HDPE IR !CATION 5' MIN. COVER SEE DETAIL HEFT 3 EXS' N,-0 CENT RUNE F.) E) 70 HC APPRO PREVIO !'STING USE 12" CIMATf-.1 I5 EX TA 35 00 to NSTALL. NOP.E_�i NT/CIP my) Fu Q PROI4'QE GRi uLL sl DEFLEI TfEL-- FELINE RAOE S SHO %3E_. __ . _.RR EtGi -Ci D PE @ TOP P[P EN CONT CTOR �7 AN77 WET ENCH SECTION FOR SE OF CONST •ENCHLSE077O PATE USE OF DUE TO OROUN U0770N THROUC 6" BOR! WATER ARTS. VATION CASINO PRUNE! NE! 6+00 ?RIGAT70N PIPE.. LIRE SV DUAL I� R7ITh CAL4L 770N A STA 3 ND -CASINO -70 .ACCO • MOD& CON - croR LEC ON TO 5O REMAI -ON--- WATER LOW 1- tdi ti z cq Jo tti 30+00 31+00 32+00 33+00 [6SCHMUESER 1 GORDON 1 MEYER 34+00 35+00 36+00 ENGINEERS �SURVEYO RS ENGINEERS SURVEYORS earralr.none-ix.uom (5 . Oa L• +tea � k 37+00 0 rn 38+00 I I a W. 6TH STRJZES', Sunt 200 GLENwoon SPRINGS, COLORADO 8 160 1 (970) 945-1004 FAX 1970) 945-5048 ASPEN, COLORADO (870) 925-6727 Gu4NJEON, CO {9701 641-5355 39+00 DIVIDE CREEK TEMPORARY DIVERSION PLAN Sheet 2 of 3 ANTERO RESOURCES Thu, O. Mor 2011 11:34am Plotted• Thu, 03 Mar 2011 71:35orn dcokley c 1.-120111201;-3761_ Dwgs1drvA GENERAL CONSTB{IC7? W NOTE 1. PIPELINE TO BE INSTALLED PER PAWS AND SPECIFICATIONS, NO PIPELINE SHALL BE COVERED W(7NOUT APPROVAL BY COMPANY REPRESEE NTAT7VE 2. TRENCH BOTTOM SHALL BE IN ACCORDANCE WITH THESE PLANS. TRENCH BOTTOM ELEVA77ON WILL BE CHECKED TO ENSURE IT MATCHES THE PIPELINE PROFILE -- ANY DEVIATION WILL BE CORRECTED. J. GORE TO BE USED TO MINIMIZE ANY IMPACT TO WETLANDS AREA - NO UNAUTHORIZED IMPACT WILL BE ALLOWED. CONSTRUCTION MUST REMAIN WITHIN DESIGNATED LIMITS 4. ALL BMP MEASURES WILL BE INSPECTED DAILY 1N THE WETLAND AREA. ANY BMP MAINTENANCE WILL BE CORRECTED AT ONCE AND DOCUMENTED 1N A REPORT THAT HILL INCLUDE AT A MINIMUM: - DATE - LOCAJQN - STATEMENT QF THE PROBLEM - CORRECTIVE ACTION TAKEN - INDIVIDUAL RESPONSIBLE FOR CORRECTING THE PROBLEX? - DATE 77ME AND SIGNATURE THAT CORRECTIVE ACTION WAS COMPLETED 5. DIVERSION OF THE CREEK TO BE COMPLETED PER THESE PLANS AND SPECIFICATIONS. PROVIDE A MINIMUM 48 HR NOTIFICATION 70 THE COMPANY AND ENGINES? PRIOR TO WORK ENGINEER SHALL VERIFY CURRENT CREEK FLOWS PRIOR TO THE WORK. S. ALL REQUIRED BEDDING M4TERL4L SHALL BE CLASS 6 ABC AND COMPACTED IN ACCORDANCE WITH THE DRAWING. IN GENERAL, MATERIAL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 95X STANDARD PROCTOR DENSITY COMPACTION TESTS SHALL BE PERFORMED AT 100 FOOT INTERVALS, WITH TEST RESULTS PROVIDED TO THE CONTRACTOR, ENGINEER AND COMPANY. Z ALL ROCK AND NATIVE SOIL NOT USED IN THE BACKHLL WILL BE HAULED OFFSITE TO A LOCA170N DESIGNATED BY THE COMPANY REPRESENTATIVE 8. CONTRACTOR 70 SHALL PERFORM SURFACE ROUGHENING UPON COMPLETION OF PROJECT TO FINAL GRADE AND PRIOR TO RE -VEGETATION OF THE SIMONSON PROPERTY (0.40 ac). 9. FENCES ON THE SIMONSON PROPERTY SHALL BE REBUILT- WITH THE SAME MA7FRI14LS USED IN THE EXISTING FENCE H -BRACES WILL BE INSTALLED AT THE ROW 70 ALLOW THE FENCE TO BE SUPPORTED AND TIGHTENED PROPERLY, 10. THE COUNTY ROAD WILL BE OPEN CUT. ROAD SHALL BE SAWCUT A WIDTH 2' HOER TH4N TRENCH ON EITHER SIDE. ALL EACKFTLL AND ASPHALT REPLACEMENT WILL BE PERFORMED IN ACCORDANCE WITH THE COUNTY SPECIF7CATT0N5 INCLUDING TRAFFIC CONTROL, AND UNDER COUNTY SUPERVISION BY A COUNTY APPROVED ASPHALT CONTRACTOR. PIPELINE CONTRACTOR WILL BACKFILL USING A 'FLOWABLE FILL" MIXTURE AS DESIGNATED BY THE COUNTY HMA REPLACEMENT SHALL BE A MINIMUM OF 4" AND CLASS 6 ABC REPLACEMENT SHALL BE A MINIMUM OF 8"` DEPTH. PIPELINE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING UTILITY PERMIT FROM THE COUNTY FOR THE ROAD CUT. 11. PIPELINE BUTT WELDS WILL BE TESTED IN ACCORDANCE WITH THE REQUIREME7VTS OF ASM£ B31.8. COMPANY MAY ELECT TO TEST !IP TO 100X OF THE WELDS. 12. HYOROTESTING OF THE LINES WILL BE PERFORMED PRIOR TO PLACING THEM IN SERVICE AND PRIOR TO RELEASING THE CONTRACTOR FROM THE JOB. SPECIFIC WYLJR0TEST PROCEDURES WILL BE PROVIDED BY KAHUNA TO THE CONTRACTOR. ANTICIPATED HYDROTEST PRESSURES ARE AS FOLLOWS: - 12" STEEL GAS LINE WILL BE TESTED TO 2100 PSI0 - 12" POLY PRODUCED WATER UNE WILL BE TESTED TO 250 ?SIG - 12" POLY IRRIGA170N LINE WIEL BE TESTED TO 200 PSIS' 1J. HYDROTEST WATER WILL NOT BE DISPOSED OF DN 7HE ROW ALL HYDRO WATER WILL BE COLLECTED AND HAULED TO A LOCATION DESIGNATED BY THE COMPANY REPRESENTATIVE 74. SALVAGED TOPSOIL FROM WORK AREA TO 9E STOCKPILED AND PROTECTED WITH SILT FENCE AND/OR EROSIONS LOGS AROUND PERIMETER OF THE PILE TOPSOIL 70 BE REPLACED PRIOR TO RESEEDING AND MULCHING OF DISTURBED AREA, 15 EXISTING CONDITIONS SURVEY BY RIVER VALLEY SURVEYS, FALL 2010. FOR CONSTRUCTION RRA CD EROSION CONTROL TOOLBOX C [3] ] 47 saaelE INACAWGRID sdEFACE ROLVIE07NO idP-RAP PRWlCNAV MASI 5(D.0 for rxAr, a¢rx PAN A AV.., P44 a+oa+.e a ad. p, Y1. el hOlereor a,P,..s end h0 ' mai .d brooed, *01 er J"a.as. det M. mud TEMPORARY CHANNEL 4(A/NTE/ gNCE NOTE 1. The SWMP manager shall Inspect channel daily and during and after any storm event and make repairs as necessary. 2. Diversion channel to remain In place until end of creek crossing construction. 3. When diversion channel is removed. The disturbed area shall be reclaimed and covered with salvaged and stockpiled wetlands material or topsoil as applicable, and revegetated per specifications. W = 10' (CHANNEL WIDTH) MIN. D = 2.5' (RIPRAP DEPTH) 0 = 9" (MEDIAN ROCK SIZE) H = 2:1 (MAX SIDESLOPE) W Dsn C = 3' (MIN. CONTAIN DEPTH) NOTE.- 1. Provide minimum channel slope of 0.5X. 2. Provide compaction to 95.'I: standard proctor density of all fill material. 3, Diversion channel sized for 200 cfs flow. 4. Diversion Culvert and Channel to be installed prior to any work in the natural creek. o4d°'P Pte+ suM w *01'-e 4,pr... 1 .o. er illehlt Rider.. ,.les .,eaoov,.l f. ? 000 nae aai.p IhNfnsea4• ore of "nob 4. 0P0f. nfad4M.wn! N morefan 0n . 000 l ,freed .F pormanoot 0r01001-resi=70a! .'oeod talar of lope. nest wed& trona 111100 d .R....., sal 0000.4 n4 0010e 00'40.'01.. old 0•1000r a0,,.nd modal. row. Or, arm ,.s0 Molt oma .m.' etude .r, 4, desyn Abe A rprnpr,0ry rrainear 00041 d ..lm°1ra of pass, Mb, lode and in wane eo,n, a oda o,*,o.lt erprn6 oorors dr POR, !Aa Ape 0.1z Kyy ar N e nriner em�ai..ryy. w al,K yf d. wa.rrnr cad decal,. wham ,.01100. erne, 0e 007. crow al 01atad LA. aporrcr-e *AOM aA°af a!d n. Of fineY e..o ld'Oif9 lb.rs airy' as ° pmnm- A s1elf PM0;:g 0110. fanntd 0W0101 3 M aH71M M010000 11 aNA o vvmr1, CM.N eomsa a 0101TOpe regi. OV dor.:. s.&000l-04.. noel/ Imlt 00100' 0.W,Ced Omni for raosv0 rine ro Wy0 merr Of 0..a sedane01 to Hew an AS H10 0D 100 Lll#UFRaei 51,071 010700raq Corms COnd.0.4 aced d4:4100.00.0 w / 4u. ase .110e.y M ermeed04044 Akar; ram:to em0000 or 04 0-.V or rowan 1ID..gaer 10 0se ,71 ,mai opo dunmrfs 441 -)dr 4:011 .apB *moo; siva." Rel Or toad h Soo .Nmamr. TRENCH BOTTOM f MIRAFI 140N WRAP 3/4" SCREENED ROCK The wet trench detail is constructed by placing Mlrofi 140N, then 4" of uncompocted 3: "screened rock, place the pipelines and provide 3f " screened rock to the spring line of the pipe(s). Then the Mlrofi wrops aver the top of the screened rock and pipelines. Backbit with Class 6 to the 12" above pipelines as shown in TYPICAL PIPELINE SECTION. The contractor shall create pumping points so that the trench can be dewotered cis required. TYPiCASZFISEctioN 6EOTEXTILE (WAR 140N OR EQUAL) OR IMPERVIOUS LINER AS SPEC'] TEMPORARY DIVERSION CHANNEL N07 70 SCALE * r `i ce l� i AtI ilk A i,Fre M'y 7f*KfWv TOP SOIL - CROWNED AND DISCED TO AVOID EROSION AND POOLING. TRENCH BOTTOM CLASS 6 ABC MATERIAL COMPACT TO 95% STANDARD PROCTOR AT 2% OPTIMUM MOISTURE SCARIFY AND COMPACT TRENCH BOTTOM PRIOR TO PLACEMENT OF MATERIAL - COMPACTION TEST PERFORMED EVERY 100 FEET. - INSTALL BACKFILL IN fi" LIFTS & COMPACT - MINIMUM COVER OVER PIPE IS 60" TO NATURAL - PLACE PIPELINES AS PER PROFILE GRADES NATIVE/EXCAVATED MATERIAL - NO ROCKS > 12", ORGANICS/TRASH - 95% COMPACTION STANDARD PROCTOR AT E2% OPTIMUM MOISTURE PIPE BEDDING CI ASS 6 ABC MATERIAL COMPACT TO 95% STANDARD PROCTOR AT ±2% OPTIMUM MOISTURE SAND SAGS, STEEL UNE ONLY A = 12" HDPE "POLY" WA1ER LINE B = 16" STEEL CASING C - 12" STEEL LINF D = 12" HDPE "POLY" IRRIGATION UNE GRADE t KAl41lNAWMVREi ne WESTMIN3TCR. CO 60021 503-151-737.4 TYPICAL PIPELINE SECTION SCHMUESER 1 GORDON 1 MEYER ENGINEERS 1 SURVEYORS 18 W. 671.E STREET, SUITE 200 GLEHWOOO SPRINGS, COLORADO at 601 i (070) 045- I 004 FAX (970) 945.5946 ASPEN, COLORADO (970) 825-6727 Etnm:: erer yaA�Qmgm-kiaro.n GuoNFSON, CO [970) 641-5355 DIVIDE CREEK TEMPORARY DIVERSION PLAN Sheet 3 of B 1 TELEPHONE LINE CONTINUES CROSS COUNTY ROAD ANTERO RESOURCES PICEANCE CORP. • 1� -WETLANDS UNEATION S PORT FO PROPOSED 16" CASING,, 12" - PIPELINE AND 12" POLY IRRIGATION \ LINE TO'BE IACATED\ E TRENCH PARALELL`TO EXIST' r = • CASING ALL TO STAY J. SIMONSON #2179-123-00-339 0 12" PIPELINE AS -BUILT AND PLAN & PROFILE DIVIDE CREEK CROSSING MCLIN EXTENSION 50' Graphic Scale in Feet 1"..100' River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado S 1650 Pb: 970-379-7846 Valley Fru to Mega Emmen Pipeline Project Slam la_ Sectiaaa 11 & 12, T6S., R92 W. of the 6th PAL, Garfield County, Celrxado MCPHERSON #21;79-123-00-536 VALLEY FARMS TO MCLIN EXTENSION 'As -Built' Exhibit Prepared For Antero Resources UNDERGRO AMMO RESC)t, zLE.s Projects Valley Farms to Molls Exteosiou Field Date: 10-18-10 Date: 02-16-11 Scale: 1"— 100' 1 of 2 5480 5470 5460 5450 5440 1 EXISTING GRADE FrROPOSFgD: ONE 12" GALS PIPELINE, uNE I2 WAMNIA 1PlE 111 16" CASING AND ONE 12" POLY' MRI LINE REWCA JN SAME 'RENO AT5'COVER D 0 0. 2 U tza 9 0 O CR 31 1.2".I1W TPREINE TO ENTER CASING 12" WATERLINE EXIT CASING TO SCALE: " - 100' HOR 1"- 10'VERT 12" IRRIGATION 10 LEAVE COMM • TRENCH EXISTING 6" BORT CASIN TO HOUSE 12" WATER IP 'NG 16" 1 2 r 10 CV t`: U7 co u7 30+00 31+00 co t0 2 u7 32+00 12" PIPELINE AS -BUILT AND PLAN & PROFILE DIVIDE CREEK CROSSING MCLIN EXTENSION co 10 u7 co tt7 33+00 34+00 0 10 of az Te uz 10 35+00 River Valley Survey, Inc. 110 East 3rd Street, Suite 213 Rifle, Colorado 81650 Pb; 970-379-7846 0 10 Tr. t-Tte R co Tr 36+00 37+00 0 0 Ifs Tr Tr u7 38+00 u0 co u7 m Cr7 co u3 6 t L 39+{ Vary ry Farm to Man Extension Plitelbe Project stein: spa 11 s.12. TM. R92 W. of da: 6 P M , Corfield Comfy. Colorado VALLEY FARMS TO MCLIN EXTENSION 'As -fit' Exhibit Prepared For Antero Resources REsoUsCES Project Valley Farms to Mdin Extension Field Date: 10.18-10 Date: 02-16-11 Sale: 1"= 100' Sheet: 2 of 2 From: an Cokler To: Michael Markus Cc: John Rheinheimer; dark Mauz Subject: RE: Divide Creek Stamped Pian Set Date: Friday, March 04, 2011 2:22:49 PM The proposed irrigation, water line and steel gas pipeline constructed with the proposed 5' cover depth as shown on the attached stamped plan is adequate to resist flotation, collapse or lateral movement from hydrodynamic or hydrostatic loads. Thanks, Dan From: Michael Markus[niailto:mmarkus@oaconsuiting.com] Sent: Friday, March 04, 2011 2:15 PM To: Dan Cokfey Cc: John Rheinheimer; Mark Mauz Subject: RE: Divide Creek Stamped Plan Set Dan, As discussed in during our phone conference today, can you email me a few sentences to respond to GARCO's request: Thanks, Mike Mike Markus 1 Olsson Associates 826 21 1/2 Road 1 Grand Junction, CO 81505 1 mmarkust"}goaconsulting.com TEL 970.263.7800 1 CELL 970.210.5783 l FAX 970.263.7456 OLSSON A% O CIA}1S Please consider the environment before printing this e-mail. From: Dan Cokley [mailto:DanC@sgm-inc.com] Sent: Thursday, March 03, 2011 1:29 PM To: John Rheinheimer; Mark Mauz; Michael Markus Subject: Divide Creek Stamped Plan Set Here they are, let me know if you have any questions. Thanks, Dan Cokley, P_E. Development Services Sector Leader Direct Line (970) 384-9009 Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation CLSSON ASSOCIATES Exhibit D -- Project Narrative OA Project No. 010-2096 October 2010 Revised March 2011 826 21 Y. Road! Grand Jurrcllon, CO 81505 970.263.7800 1 Fax 970.263.7456 OLSSON A550CIATFS EXHIBIT D ANTERO RESOURCES Divide Creek Pipeline Project Narrative Antero Resources proposes to install gas and water pipelines within the floodplain of Divide Creek, in support of its natural gas operations. The pipeline would be constructed at the intersection of County Roads 311 and 335, sited within Sections 10 and 12, Township 6 South, Range 92 West. Please see Exhibit A - Vicinity Map, and Exhibit C — Site Plan. The original plan was to bore under the intersection of CR 311 and Divide Creek to avoid potential impacts to Divide Creek; however, after the construction crew encountered large rocks and other impenetrable materials it was determined that an open cut ditch across the floodplain would be the appropriate contingency plan. The intent of this plan is to install coffer dams and divert Divide Creek while constructing an open cut ditch to install the proposed pipelines. Once the pipelines are installed and the ditch is completely filled, the landscape will be returned to preconstruction elevations/contours and replanted. This pipeline is not subject to Garfield County Unified Land Use Regulations (ULUR) Article IX: Pipelines. Antero applied for and received two County Grading Permits for this project, one was issued in May and the other was issued in July (both 2010). The total footage of right-of-way for both of these applications is approximately 12,700 feet with 7600 feet in the permit approved in May and 5100 feet in the permit approved in July. A Pipeline Development Plan was not required to accompany the Grading Permits according to the Garfield County ULUR because the pipe diameters are not greater than 12 inches nor is the total length in excess of 5 miles. West Water Engineering has performed wetland delineation and requested a Nationwide permit from the US Army Corp of Engineers. (Please refer to attached documentation) The pipelines will be buried a minimum of five (5) feet and protected frorn flood damage. Special specifications for construction in the floodplain are not applicable, and the water course will not be altered. The cumulative effect of this proposed development, when combined with all other existing and anticipated development will not increase the water surface elevation of the base flood more than one foot at any point. The proposed pipelines will be buried and Divide Creek will be restored to its current cross section, resulting in no increases to the base flood elevation and no impacts to the floodway. There will be no change in the flood -carrying capacity of Divide Creek. As the pipelines will be buried, no danger to the public is posed. 826 211/2 Road TEL 970.263.7800 Grand Junction, CO 81505 FAX 970.263.7456 www.oaconsulting.com Variance Requests (2) 1. Floodplain Overlay: Floodway Analysis. The Federal Emergency Management Agency (FEMA) has designated the Divide Creek floodplain as Zone A. an approximate floodplaln with no base flood elevations. An effective floodplain model does not exist and a floodway had not been identified by FEMA. The proposed pipes will be buried and the land use will not change. A variance from this requirement is requested. 2. Floodplain Overlay: Floodplain Impact Report. For the reasons stated in the preceding section, a variance from this requirement is requested. Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation 011,,,SSO ASSOCIATES Exhibit E -- WestWater Engineering Report OA Project No. 010-2096 October 2010 Revised March 2011 826 21 '/e Road 1 Grand Junction, CO 816051 970.263.7800 1 Fax 970.263,7456 j.NestWater Engineering Consulting Engineers&Scientists Exhibit E 7516 CORfSaGUTY MOM' August 24, 2010 Mr, Travis Morse US Army Corps of Engineers 402 Rood Ave., Room 142 Grand Junction, CO 81501 GRAND JUNCTION, COLORADO 61505 (970) 241-7076.. FAX (9703241-7047 RE: Wetland Delineation and Nationwide Permit 12 verification for a Divide Creek crossing at the intersection of CR 311 and CR 335 in Silt, CO. Dear Mr. Morse: Antero Resources requested WestWatcr to perform n wetland delineation and Nationwide Permit (NWP) 1/12, Utility Lines Activities, for review and verification for an open cut ditch crossing of Divide Creek in Silt, CO. Antero Resources had intended to horizontal directionally drill (1IDD) under Divide Creek at the intersection of CR 311 and CR 335. The intention of the bore was to eliminate potential impacts to wetlands adjacent to and including Divide Creek. Daring the boring process Antero encountered large boulders embedded in a sandy substrate. As the boring continued, significant difficulties were encountered when the boulders rolled in the loose substrate. This resulted in a crimped bore and Antero abandoned boring operations. To facilitate completion of the project, Antero would like to implement their contingency which is to cross Divide Creek and adjacent wetlands with an open cut ditch. WcstWatcr conducted a thorough evaluation of the project area aaarcl delineated wetlands. within the project area. This letter and pre -construction notification is a request to fulfill requirements for NWP 1112. Pertinent information concerning this request follows. Please feel free to contact our office if you have any questions regarding this delineation, or if we can be of assistance in any way. Sincerely, Brett f'. Fletcher Environmental Scientist! Wetland 13iologist Wetland Delineation Divide Creek Prepared for: Anter) Resources Prepared by: WestWater Engineering August 2010 Introduction WestWater Engineering (WWE) biologists were requested to perform a wetland delineation and file a pre -construction notification (PCN) fora Nationwide Permit (N WP) #12 verification request. Pertinent information concerning this request follows: Applicant: Antero Resources, Jerry Alberts, Environmental Regulatory Manager, 1625 1711' Street, suite 300, Denver, CO. 80202 Property Owners: Parcel number: 2179-123-00339, Simonson, Jeffcrey & Brenda, 2045 County Road 311, New Castle, CO. 81647-9617. Parcel number: 2179-114-00114, Dixon Water Foundation, 6060 N. Central Expressway, Suite 305, Dallas, TX. 75206. Property Location: Section 10 & 12, T6S, R92W Project can be accessed by taken 1-70 east to the Silt exit and turning south crossing over the Colorado River. Once you are over the river, turn east on the CR 335 (Colorado River Road) and follow for it approximately 1.25 miles to the intersection of CR 311 (Divide Creek Road). The project is located al this intersection. Total Project Site Acreage: Approximately 1.5 acres. Background Antero Resources had intended to horizontal directionally drill (I -IDD) under Divide Creek at the intersection of CR 311 and CR 335 (Figure 1). Antero Resources had intended to horizontal directionally drill (HDD) under Divide Creek at the intersection of CR 311 and CR 335. The intention of the bore was to eliminate potential impacts to wetlands adjacent to and including Divide Creek. During the boring process Antero encountered large boulders embedded in a sandy substrate. As the boring continued, significant difficulties were encountered when the boulders rolled in the loose substrate. This resulted in a crimped bore and Micro abandoned boring operations. To facilitate completion of the project, Antero would like to implement their contingency which is to cross Divide Creek and adjacent wetlands with an open cut ditch. Delineation Methods — WestWater biologists performed a wetland delineation of the project area on August 19, 2010. The wetland boundaries were identified on the basis of the vegetation, soils, and hydrologic characteristics present at the site in accordance with the Arid West Regional supplement to the Army Corps of Engineers (COE) Wetland Delineation Manual, September 2008. The wetland boundary delineation included identification of plant species, vegetation composition, and structure. Soil borings (18 E in. deep) were taken with an auger for observation of wetland soil and hydrology indicators within the potential wetland. Wetland boundaries were marked using orange flags. Boundary flags were located using a Magellan MobilcMapper CX sub -meter accuracy GPS unit. Iloundary flag and sample point UI'M locations are listed in 'fable 1. Data sheets were filled out for sample locations on Divide Creek and two locations in adjacent wetlands. Data sheets are attached to the end of this report. Table 1. Flag UTM Locations (zone 13, NAD 83 Datum) Fila Easting Northing 4379952.94 Flag A24 Fasting 274698.17 Northing 4380009.21 Flag D Casting 274697.58 Northing 4379963.30 A01 274672.88 A02 274672.09 4379957.44 A25 274694.48 4380014.93 D 274707.76 4379972.76 A03 274673.39 4379961.42 A26 274692.01 4380018.97 0 274703.16 4379979.08 A04 274672.38 4379968.22 A27 274687.73 4380026.39 D 274700.87 4379983.87 A06 274663.48 4379975.62 1301 274713.32 4380022.27 OHW 274728.91 4379980.61 A07 274671.38 4379983.93 802 274717.96 4380012.38 OHW 274723.89 4379978.54 A08 274670.05 4379989.52 003 274721.48 4380005.61 OHW 274720.79 4379984.28 A09 274655.90 4379988.60 804 274725.99 4379997.19 OHW 274723.17 4379993.53 A10 274649.18 4379991.18 805 274726.18 4379991.03 OHW 274715.36 4379992.09 All 274639.29 4379991.74 806 274730.97 4379977.89 OHW 274709.11 4380002.59 Al2 274632.33 4379994.90 D 274699.16 4379993.45 OHW 274701.74 4380010.89 A13 274635.15 4380003.39 D 274705.21 4379988.21 OHW 274714.45 4380012.78 A14 274641.06 4380013.08 0 274706.58 4379982,56 OHW 274702.72 4380018.03 A15 274648.69 4380021.80 D 274710.40 4379975.90 OHW 274695.45 4380018.07 A16 274661.44 4380022.41 D 274715.81 4379968.51 TA18up 274669.80 4380006.90 A17 274668.11 4380013.12 D 274721.42 4379952.15 TA18wet 274666.89 4380004.92 A18 274668.06 4380005.38 0 D 274715.28 274710.37 4379954.15 4379961.20 TA6up TA6wet 274665.75 274666.18 4379973.10 4379975.60 A19 274669.47 4379999.45 A20 274678.01 4379999.48 0 274703.50 4379950.08 T04up 274725.46 4380002.02 A21 274681.16 4379993.38 0 274696.61 437994157 T134wet 274723.69 4380000.69 A22 274685.89 4380002.35 D 274691.41 4379943.51 A23 274691,04 4380003,58 D 274694.68 4379954.69 Delineation Findings - On the basis of wetland vegetation, soils and hydrology, WestWater identified Divide Creek as a jurisdictional Water of the US (WoUS) with adjacent wetlands. Adjacent wetlands appeared to have a source of hydrology independent of Divide Creek. it appears that hydrology to these wetlands is supplied by groundwater seepage from the irrigated pastures on the mesa west of the project arca. Flags were placed along wetland boundaries, boundary Line A and 14, at their transition to uplands. Boundary line D indicates a dry island that is surrounded by wetlands in the project area. Data sheets were completed for wetland to upland transects nein• flags A06, A18, and130,1 (Figure 2) and are attached to the end of this report. Proposed Construction and Impacts - It is Antero Resources intent to install coffer darns and divert flows through a corrugated metal pipe (CMP) while constructing the open cut ditch (OCD) through Divide Creek. Once the ditch has been backfilled and prcconstruction contours have been reestablished, flow will be returned to the natural channel and the CMP will be removed. Antero estimates that the project wi11 be completed within 2 weeks of commencement. Re -contouring and re - vegetation operations will also be completed in that time frame. Temporal impacts through the stream channel and adjacent wetlands arc negligible considering the amount of time it will take to cut the ditch, lay pipe, back fill, and reestablish wetland vegetation. There will be no permanent impacts to WoUS or adjacent wetlands. Disturbance will be limited to 25 feet on either side of the centerline of the ditch (Figure 2). The ditch will be dug 5 feet deep and 3 pipelines will be installed. There will be a 12 inch water line in a 16 inch casing, a 12 inch steel gas line, and an irrigation water Zine (see attached Drawings). Top soil and vegetation will be removed and set aside until ditch work has been completed. Vegetation and top soil will be distributed once the ditch has been filled and the area returned to its pre-existing topography. No WoUS will be depleted or impounded during OCD construction. It is WestWater's assertion that a "no significant impact" finding is warranted for temporally impacted WoUS. Antero Resources will submit before and after photos to the COE for the stream and wetland remediation once it has been completed. Threaten and Endangered Species Based on a review of federally listed species in Garfield County, on the US Fish and Wildlife Service website, it is likely the proposed project will have no effect on threatened or endangered species habitat. Table 2 contains the federally listed species in Garlicid County. Table 2. Garfield County Threatened and Endangered Species Common Name -1Scientific Name Status Bonytail Gila elcgans Endangered Canada lynx Lynx Canadensis Threatened Colorado pikerninnow Ptychocheilus Lucius Endangered Humpback chub Gila cypha Endangered Mexican spotted Owl Strix occidentalis Weida Threatened Razorback sucker Xyrauchen texanus Endangered Uinta basin hookless cactus SCleroCaCIUS glaucus Threatened Ute ladies' -tress orchid Spiranthes diduvaialis Threatened The northern boundary for critical habitat for listed species in the Colorado River, Razorback sucker and the Colorado pikeminnow, is exit 90 (Rifle exit) north off Interstate 70. The confluence of Divide Creek and the Colorado River is approximately 8 miles upstream of the end of critical habitat. There is no other critical habitat within 10 miles of the project area. A web search was conducted on the National Register of Historic Places web site, www.colohistory- oahp.org, and no results were found in the project vicinity. There are no buildings or structures in the project area nor does the project area appear to meet any of the evaluation criteria for nomination to the National Register of Historic Places as listed in 36 CFR 60.4. Divide Creek Project Area — wetlands Parcels Feet - Streams 0 217912300339 {Area:4 acres) 0 335 670 1,349 Count' Reads 257911400114 (Area: 1,377 acres) DRAWN BY: DATE 2QB12911 Brim. Swedfn WETLAND DELINEATION MAP DIVIDE CREEK CROSSING ANTERO RESOURCES GARFIELD COUNTY, COLORADO 1 inch = 625 feet ONLOLSSON ASSOCIATES 026 24.112 ROAD GRAND JUNCTION, CO 91505 TEL 970.263.7660 FAX 970 2637456 Fiwie 4 0 V• ItsN wN 0 41 g 1 pi 9'L878 00'991,9 0'061,9 9',949 EV EL119 17'6L49 89',91,9 .9L79 66'1,91'9 V69b9 OS'6968 9'9949 O9'69b9 1,'8949 8,',81,9 9'$91,9 99'881,9 9'490S L6'69b9 T `9979 90191,9 09979 9 T'09b4 9',949 8T'L968 L'ULbS 1,'8,1,9 se'LLb9 849 1/r 681,8 9'6949 9Z'L9b5 9'7649 9Z'66b9 d, n g lirU ill 11 im Op / Pi 01 11 lho 11110 1111 dial 13 D" PIN 1111; -Jc ter.. .D1A00 AO UL Q'ND1 -4 T 1 0 6 @R 4,4. CH CROSS SECTION N.TA Q 0 NM 213 N 0 091 WETLAND DETERMINATION DATA FORM - Arid West Region Projectlsite: CR 311, CR 335, Divide Creek Crossing Applicant/Owner: Anlero Resources City/Comb/Silt/Garfield Invesllgaior(s): WWE: Brest Fletcher Sampling Date: 081910 Stale:CO Sampling PofnITB4np Section, Township, Range:Sec 12 T6S R92W Landform (h1Hslope, terrace, etc.): Creek iii drew Lor -at relief (concave, convex, none):convex Slope (%):' I% Subregion (LRR):D - Interior Deserts Lal:°39,540146( Long:°107.621444W Daturn:NAD 83 Soil Map Unit Name: Arvada Loam NW' classification: N/A Are climatic 1 hydrologic conditions on the site typical for this lime of year? Yes ( No 1" (if no, explain In Remarks.) Are Vegetation!: Soli ❑ or Hydrology ❑ significantly disturbed? Me "Normal Circumstances" present? Yes 4' No C Are Vegetation!: Soil ❑ or Hydrology ❑ naturally problematic? (if needed, explain eny answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophylic Vegetation Present? Hydric Soli Present? Wetland Hydrology Present? Yes 0 Yes (` Yes tR No (= No (± No {s' 1e the Sampled Area within a Wetland? Yea r No t' Remarks: 2.Elaeagrrr►s augrrsi (olla 20 Yes rxc VEGETATION Tree Stratum (Use scientific names.) Absolute Dominant Indicator % Cover Species? Status Dominance Teat worksheet: Number of Dominant Species That Are 481.. FACW, or FAC: 5 (A) 1.Populrrs angastifolla 20 Yes FACW 2.Elaeagrrr►s augrrsi (olla 20 Yes rxc Total Number of Dominant 3. Species Across All Strain: 8 (8) Percent of Dominant Species That Are OBL, FACW, or FAC: 62.5 % (Ann) 4' SeelinafShrub Stratum 40 % 40 Yes FACW 1.Elaenprrus arigrrst folia Prevalence Index worksheet: Total %ggvej of: Mullioiv ¢v: 2•Poprrtas arrgrrsrVoia 10 Yes Far DBL epodes x 1 FACW species x 232 FAC spades x 3 = FACU species x 4 a UPL species x 6 = Column Totals: (A) (a) Prevalence Index = 13/A = 3 -Rosa woorlril 10 Yes Fat 4•Rbrrrs trilobata i0 Yes urn. 5. Herb Stratum Total Cover: 70 % 30 Yes t?rL 1 •Elynrrrs lanceolaltrs 2•Pseudory egrreria spiral(' 30 Yes urt. 3. 4, Hydrophylic Vegetation Indicators: X Dominance Test is >50% Prevalence Index Is i3.4' ❑ Morphological Adaptations' (Provide supporting data In Remarks or on a separate sheet) 0 Problematic Hydrophytic Vegetation' (Explain) 'indicators of hydric soli and wetland hydrology must be present. 5 8. Woodv Vine Stratus Total Cover: 60 % 1 2. % Bare Ground In Herb Stratum 60 % Total Cover: % % Cover of Blow Crust % Hydrophytic Vegetation Present? Yes 0 No r Remarks: , US Arty Corps of Engineers Arid Wesi- Version 11-1-2008 SOIL Sampling Point: TB4 up Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix _ Redox Features finches) Color (moist) % Color (moils!) % Type' Loc' Texture' Remarks 0-6 10 YR 3/4 80 7.5 YR 5/8 10% C PL S:rudy Clay I.oaur 6-12 10 YR 3/4 70 7.5 YR 518 200/v C 1 L Sanity Clay Loam 12-18 10 YR 3/4 60 7.5 YR 5/8 35% C M Saltily Clay Loiur 18-24 10 YR 314 60 7.5 YR 5/8 35% C M Clay Loam © High Water Table (A2) D Blolic Crust (612) • Drift Deposits (63) (Rivorino) Saturation (A3) ® Aquatic Invertebrates (813) 0 Drainage Pallorns (810) U Water Marks (61) (Nonriverine) in Hydrogen Sulfide Odor (C1) ' Dry -Season Water Table (62) Ei Sediment Doposi(s (82) (Nonriverina) I__I Oxidized Rhlzospheres along Living Q Drift Deposils (63) (Nonrlvorino) 0 Presence of Reduced Iron (64) 'Type: C=Concentralion, D=Depletion, RM=Reduced Matrix. 'Locailon: PL=Pare Lining, RC=Root Channel, M=Matrix. 'Soli Textures: Clay, Silty Clay, Sandy Clay, Loam, Sandy Clay Loam, Sandy Loam, Clay Loam, Silty Clay Loam, 5111 Loans, Silt, Loamy Sand, Sand. Hydric Q — Soil Indicators: (Applicable to ell LRRB, unless Hisiosol (Al) Histic Eplpedon (A2) Black Hisllc (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) (LRR C) 1 cm Muck (A9) (LRR 0) Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) Sandy Mucky Mineral (S1) Sandy Gleyed Matrix (54) = = - otherwise noted.) Sandy Redox (S5) Stripped Matrix (S6) loamy Mucky Mineral (F1) Loamy Glayed Matrix (F2) Depleted Matrix (F3) Redox Dark Surface (F6) Depieled Dark Surface (F7) Redox Depressions (F8) Vernal Pools (F9) 'Indicators Indicators — r - — for Problematic Hydric Soils 1 cm Muck (A9) (LRR C) 2 cm Muck (A10) (LRR B) Reduced Vertic (F18) Red Parent Material (TF2) Other (Explain in Remarks) of hydrophylic vegelatan and wetland hydrology muss bo present. Restrictive Layer (II present): Type: Hydric Soli Present? Yes (' No CO Depth (inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: PJjmary laglca(ors (any one indicator Is sufficient) Secondary Indicators (2 or more regulled) mi Waier Marks (81) (Rlverino) ID Sediment Deposits (B2) (Riverine) 0 Surface Water (A1) II Sall Crust (811) © High Water Table (A2) D Blolic Crust (612) • Drift Deposits (63) (Rivorino) Saturation (A3) ® Aquatic Invertebrates (813) 0 Drainage Pallorns (810) U Water Marks (61) (Nonriverine) in Hydrogen Sulfide Odor (C1) ' Dry -Season Water Table (62) Ei Sediment Doposi(s (82) (Nonriverina) I__I Oxidized Rhlzospheres along Living Q Drift Deposils (63) (Nonrlvorino) 0 Presence of Reduced Iron (64) Rools (C3) 0 Thin Mud< Surface (C7) ❑ Crayfish Burrows (68) Soils (C6) Q Saturation Visible on Aerial Imagery (69) Surface Soil Cracks (BB) L__I Recent Iron Reduction In Plowed 0 Inundation Visible on Aerial Imagery (B7) Q Other (Explain in Remarks) El Water-Stalned Leaves (139) 11 Shallow Aquilard (03) J FAC -Neutral Test (05) Field Observations: Surface Water Present? Yes r No (► Depth (inches): Wetland Hydrology Present? Yes (' No I: Y gY Water Table Present? Yes i No (i Deplh (inches): Saturalion Present? Yes r No (i Depth (inches): (Includes capillary fringe) Describe Recorded Data (siream gauge, monitoring well, aerial photos, previous Inspoclions), if available: Remarks: US Army Corps of Engineers Arid Wast - Version 11-1-2006 WETLAND DETERMINATION DATA FORM - Arid West Region Proiecl!S€te: CR 311, CR 335, Divide Creek Crossing City/Caunly:giltlGarfeld Sampling Date: 081910 Appt€canVOwner. Antero Resources State:CO Sampling PoInI'1'A 18►vet Investigator(s): WWE: Breit Fletcher Section, Township, Range:Sec 12 T6S R92W Landform (hllisiope. terrace, etc.): Creek in drnw Subregion (LRR):D - Interior Deserts Local relief (concave. convex, nano):convex Slope (%):<l% Lai.°39.540157N Long:'1O7.622126W Datum:NAD 83 Soil Map Unit Name: Arvada Loam NWI classification: WA Are climatic 1 hydrologic conditions on the site typical for this time o1 year? Yes (i Nor (lino, explain In Remarks.) Are Vegetation❑ Soli ❑ or Hydrology ❑ significantly disturbed? Aro "Normal Circumstances" present? Yes (' No (' Are Vegetation❑ Solt ❑ or Hydrology ❑ naturally problematic? (€f needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, Important features, etc. Hydrophyltc Vegetation Present? Vas (s No (` Hydric Solt Present? Yes (i No r Welland Hydrology Present? Yes (i' No (' Is the Sampled Area within a Wetland? Yea (•' No ( Remarks: VEGETATION Tree Stratum (Use scientific names.) Absolute Dominant Indicator % Cover Species? Status Dominance Teat worksheet: Number of Dominant Species That Are OSL, FACW, or FAC: 1 (A) Total Number of Dominant SpocIes Across All Skala: 1 (9) Percent of Dominant Spades That Are OBL, FACW. or FAC: 100.0 % (AM 1. 2. 3. 4. _ SaPfinn/Shrub $iretur l % 1. Prevalence Index worksheet: Total % Cover Of; Multirriv by: 2. 3. 091 spades x 1 = FACW species x 212 FAG species x 3 a FACU spades x 4 a UPL spades x 5 = Column Totals: (A) (B) Prevalence Index • 81A - Hydrophytic Vegetation Indicators: jt Dominance Teat Is >5D% Prevalence Index Is s3.0' ❑ Morphological Adaptations' (Provide supporting data In Remarks or on a separate sheet) 0 Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must ha present. 4. 5. Harb SIratunl 1.Typha laijfalla Total Cover: % 90 Yes en 2, 3. 4. 6. 6. 7. $ Woody Vine $ttetum Total Cover: 9p % 1. 2. % Hare Ground in Herb Stratum % Total Cover: 3 % Cover of Biotic Crust % Hydrophytic Vegetation Present? Yes 6 No r Remarks: US Army Corps of Bogincera Arid West - Version 11-1.2006 SOIL Sampting Point: IA 1 5wet Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Mairix Redox Features (hobo) Go g molsl % Color (moist) 14 Type t Loc Texture? Remarks , 0-6 10 YR 3/3 80 7,5 YR 5/8 15 (2 PL Clay t-o:rw 6-12 10 YR 3/3 50 7.5 YR 5/8 40 (2 RC ('I;ry Loam 12.18 10 Yit 4/2 60 7.5 YR 5f8 25 RM M lain some blcy ® • C J ® El ® II • Salt Crust (B11) Biotic Crust (812) Aquatic Invertebrates (B13) Hydrogen Sulfide Odor (C1) Oxidized ftltizospheres along Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reducllon In Plowed Soils (C6) Other (Explain in Remarks) ® 0 El Q • ❑ • © I Sediment Deposits (82) (Rlverino) Drift Deposils (83) (Riverine) Drainage Pallerns (B10) DrySoason Water Table (C2) Thin Muck Surface (C7) Crayfish Burrows (CB) Saturalion Visible on Aerial Imagery (C9) Shallow Aquitard (03) FAC-Noutral Test (D5) Field Observations: - Surface Water Present? Yes r No it Depth (inches): 'Typo: C -Concentration, D:Depletion, RM=Reduced Matrix. ?Location: PL=Pore Lining, RC=Roof Channel, M=Matrix. 3SoiI Textures: Clay, Sift), Clay. Sandy Clay, Loam, Sandy Clay Loam, Sandy Loam, Clay Loan, Silly Clay Loam, Sill Loam, Sill, Loamy Sand, Sand. Hydric .� .r .., Q Soil Indicators: (Applicable to all LRRs, unless Hlstosol (A1) Histic Epipedon (A2) Black Hislrc (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) (LRR C) 1 cm Muck (A9) (LRR D) Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) Sandy Mucky Mineral (51) Sandy Cloyed Matrix (54) olherwlse noted.) Sandy Redox (S5) Slapped Matrix (58) Loamy Mucky Mineral (F1) Loamy Gleyed Mairix (F2) Depleted Matrix (F3) Redox Dark Surface (F6) r Depteled Dark Surface (FT) Es Redox Depressions (F8) Vernal Pools (F9) `Indicators Indicators for Problematic HydrIc Solis: In 1 cm Muck (A9) (LRR C) ■ 2 cm Muck (A10) (LRR B) II Reduced Vedic (F18) IN Red Parent Malarial (TF2) 1 Other (Explain in Remarks) of hydrophytic vegetation and wetland Itydroiogy must be present. Restrictive Layer (if present): Typo: Hydric Soil Present? Yes (+ Nor Depth (inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (2 or more real* d) Primer,/ Indicators (any one Indicator is sufficient) - 0 Water Marks (81) (Riverine) EI D In Q ❑ ❑ Surface Water (Al) High Water Table (A2) Saturation (A3) Water Marks (81) (Nonriverine) Sediment Deposils (82) (Nonriverine) Drift Deposits (B3) (Nonriverine) Surface Soil Cracks (86) inundation Visible en Aerial imagery (87) Water -Stained Leaves (B9) - ® • C J ® El ® II • Salt Crust (B11) Biotic Crust (812) Aquatic Invertebrates (B13) Hydrogen Sulfide Odor (C1) Oxidized ftltizospheres along Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reducllon In Plowed Soils (C6) Other (Explain in Remarks) ® 0 El Q • ❑ • © I Sediment Deposits (82) (Rlverino) Drift Deposils (83) (Riverine) Drainage Pallerns (B10) DrySoason Water Table (C2) Thin Muck Surface (C7) Crayfish Burrows (CB) Saturalion Visible on Aerial Imagery (C9) Shallow Aquitard (03) FAC-Noutral Test (D5) Field Observations: - Surface Water Present? Yes r No it Depth (inches): Walor Table Present? Yes { ` No (i Deplh (inches): Saturation Present? Yes (I No i Depth (Inches): 14" (` (Includes capillary fringe) Welland Hydrology Present? Yes (' No Describe Recorded Dale (stream gauge, monitoring well, aerial photos, previous inspec ions), if available: Remarks: US Army Corps of liegineers Arid West - Version 11.1-2006 WETLAND DETERMINATION DATA FORM - Arid West Region Project/Site: CR 3111 CR. 335, Divide Creek Crossing CIty/County: i ltfGarfi eld Sampling Date: 081910 Applicant/Owner: Antero Resources Siete:CO Sampling Po1nt'(A l t3U{r Investigalor(s): WWE: Brett Fletcher Section, Township, Range:Sec 12 T6S R92W Landform (Metope. terrace, oto.): Creek in draw Local relief (concave, convex, none):corlvex Slope (%):‹i% Subregion (LRR):D - interior Deserts Lai:O39.540175N Long:°107.622093W Datum:NAD 83 Soil Map Unit Name: Arvada Loam NWI classification: NIA Ars climatic i hydrologic conditions on the site typical for this Ilme of year? Yea (• Nor (If no, explain In Remarks.) Are Vag elation Soli ❑ or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes i* No C Are Vegetation❑ Solt ❑ or Hydrology ❑ naturally problematic? (If needed, explain eny answers In Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, Important features, etc. Hydrophytic Vegetation Present? HydrlcSoil Present? Welland Hydrology Present? Yes (' Yes (i' Yes (i, No {i No C No (` to the Sampled Area within a Welland? Yes C No ( Remarks: 2. VEGETATION dreg Stratum (Use sdentillc names.) Absolute Dominant % Cover Species? Indicator Status Dominance Test worksheet: Number of Dominant Species That Are OHL, FACW, or FAC: 0 (A) Total Number of Dominant Species Across AN Strata: 1 (B) Percent of Dominant Species That Are 081, FACW, or FAC: 0.0 % (Ws) 1. 2. 3. 4_ SaolinaiShrub Stratum % 1. Prevalence Index worksheet; Tola1 % Cover of: Multiply bv: 2. OBL species x 1= FACW species x 2 = FAC species x 3 FACU species x 4 UPL spades x 5 a Column Totals: (A) (B) Prevalence Index = B/A = 3. 4, , Herb Stratum 1 •Tr•ijniii m repens Total Cover: % 70 Yes mu 2. 3. 4 Hydrophytic Vegetatlan Indlcators: e Dominance Teat is y5O% Prevalence Index Is $3,0' ❑ Morphological Adaptations' (Provide supporting dale in Remarks or on a separate sheet) ❑ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soli and wetland hydrology must be present. 5 8. 7 $ Woody Vine Stratum Total Cover: 70 % 1 z. % Rare Ground In Herb Stratum 60 % Total Cover: % % Cover of Biotic Crust % Hydrophytic Vegetation Prevent? Yes r No (ii Remarks: US Army Corps of t3nginrers Arid West - Version 11-1.2005 SOIL sampling Point; TA I Sup Profile Description: (Describe to the depth needed to docurnerrt the Indicator or confirm the absence of Indicators.) Depth Matrix Redox Features finches) Color (moist) Color (moist) % Type' Loc* Texture Remarks _1St_ , 0-6 10 YR 3/3 80 7.5 YR 518 10% C PL Sandy Loam 6-12 10 YR 314 70 7.5 YR 518 20% C PL sandy Loam 12-18 10 YR 514 60 7.5 YR 5/8 35% C M Sand saturated 18-24 10 YR 5/4 60 7.5 YR 98 35% C M Sand salumled 'Type: C=Concen€ralton, D=Depletion, RM=Reduced Matrix. 2Location: PL=.Pore Lining, RC=Root Cdtannet. M --Matrix. 1Scil Textures: Clay, Silly Clay, Sandy Clay, Loam, Sandy Cay Loam, Sandy Loan. Clay Loam, Silly Clay Loam, Silt Loam. SPI, Loamy Sand, Sand. Hydric ❑ — 'r' - Soil Indicators: (Applicable to all LRRs, unless Hislosol (Al) Hisiic Epipadon (A2) Black MSc (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) (LRR C) 1 cm Muck (A9) (LRR D) Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) Sandy Mucky Mineral (51) Sandy Gleyed Maids (S4) otherwise noted.) X Sandy Redox (Ss) Stripped Matrix (S8) - Loamy Mucky Mineral (F1) Loamy Gieyed Matrix (F2) = Depleted Matrix (F3) Redox Dark Surface (F8) Depleted Dark Surface (F7) Redox Depressions (FS) '— Vernal Pools (Fa) Indicators = "W `indlcalora for Problematic Hydric Sells: 1 cm Muck (A9) (LRR C) 2 cm Muck (A10) (LRR 8) Reduced Vedic (F18) Red Parent Materiel (TF2) Other (Explain in Remarks) of hydrophytic vegetation end wetland hydrology must be present. Restrictive Layer (11 present): Type: Hydrin Soli Present? Yes 6 No t; ' Depth (inches): Remarks: changed color HYDROLOGY Wetland Hydrology Indicators: prknarvJndkators fenr one Indicator is sufficient] ❑ Surface Water (A1) ❑ High Water Table (A2) ❑ Salutation (A3) ❑ Water Marks (81) (Nonrtverine) ❑ Sediment Deposits (82) (Nondverine) ❑ Drift Deposits (83) (Nonriverine) ❑ Surface Soil Cracks (138) ❑ Inundation Visible on Aerial Imagery (81) ❑ Water -Stained Leaves (89) 9 Salt Crust (B11) ❑ Biotic Crust 0312) O Aquatic Invertebrates (813) ❑ Hydrogen Sulfide Odor (C1) 9 Oxidized Rhlzospheres along Living Roots (C3) Presence of Reduced Iron (C4) 9 Recent Iron Reduction in Plowed Soils (C8) 9 Other (Explain In Remarks) Secondary indicators (2 or more reaulred) 9 Water Marks (B1) (Rive rine) ❑ Sediment Deposits (B2) (tiverine) 9 Drift Deposits (B3) (Riverine) ❑ Drainage Patterns (810) ❑ Dry -Season Water Table (C2) ❑ Thin Muck Surface (C1) ❑ Crayfish 9urraws (G8) 9 Saturation Visible on Aerial Imagery (C9) 9 Shallow Aqullard (D3) ❑ FAC -Neutral Test (05) Field Observations: Surface Water Present? Water Table Present? Saturation Present? {Includes capillary fringe) Yes C Yes (-' Yes (a` No C► No (i' No r Depth (Inches): Depth (inches): Depth (incites): >12" Wetland Hydrology Present? Yes tai No t•' Describe Recorded Date (stream gauge, monitoring well, aerial photos, previous Inspections), if available: Remarks: Changed color when exposed to air. US Army Corps of l3 nginects Arid West - Version 11.1.2000 WETLAND DETERMINATION DATA FORM - Arid West Region Project/Site: CR 311, CR 335, Divide Creek Crossing t;IIy unty SiItlGariielti Sampling Dale: 081910 AppttcantiOwnec Athero Resources tnvesligator(s): WWE: Brett Fletcher Slate:CO Sampling PalniTA6wet Section, Township, Range:Sec 12 T6S R92W Landform (hIUstopa, terrace, eta): Creek in draw Local relief (concave, convex, nona):convex Slope (%):<l % Subregion (LRR):D - Interior Deserts Lat °39.539593N Long °107.6221 25W Datum:NAD 83 Soil Map Unit Name: Arvada Loam NW! Classification; N/A Are climatic f hydrologic conditions on the site typ€oa€ for this time of year? Yes r Nor (If no. explain In Remarks.) AreVegateltortD Soli ❑ or Hydrology ❑ significantly disturbed? Are 'Normal Circumstances" present? Yes t* No Are Vegetallon❑ Sol ❑ or Hydrology ❑ naturally problematic? (If needed, explain any answers In Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, eta. Hydrophytic Vegetation Present? Ye8 (~ No (' Hydric Soil Present? Yea ar No r Welland Hydrology Present? Yea (i No (7' Is the Sampled Ares within a Welland? Yes ( No C Remarks: VEGETATION Tree S plum (Use scientific names.) Absolute Dominant indicator jitar Specks/ Status 2. 3. Sardine/Shrub Stratum 1. Dominance Test worksheet: Number of Dominant Species That Are 081. FACW. or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 2 (8) Percent of Dominant Species That Are DBL. FACW, or FAC: 100.0% (NDB) 2. 3. 4, Total Cover: % Herb SIM= 1.SMrptrs pungens 60 Yes oar. 2.Alopecrrrus p;atensis 20 Yes r cw 3.7)p1 lafifcriio 10 01N. Prevalence Index worksheet: Total% Cover or: Multiply bv: 081 species x 1 e FACW species x 2 FAC Spades x 312 FACU species x 4 UPL epectos x 5 a Column Totals: (A) (9) Prevalence Index = 8/A ieL 4. 5. O. 7. Woody Vire Stretwrt 1. Total Cover: 90 % Hydrophytic Vegetation Indicators: K Dominance Test Is }60% Prevalence Index is 5301 ❑ MorphodogicalAdaptations' (Provide supporting date In Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (I:xptatn) 'Indicators of hydric soil and wetland hydrology must be present. Total Cover: % % Bare Ground In Herb Stratum % % Cover of Biotic Crust y, Hydrophytic Vegetation Present? Yes(' Nor Remarks: US Army Corps of Engineers Arid West - Version 11-1-2008 SOIL Sampling PainL:TA6wc€ Profile Description: (Describe to the depth needed to document the indicator or confirm tho absence of indicators.) Depth Redox Features _Matrix (inches) Color Imolai % Color [moist] 16 Tvoe r Loci Texture Remarks 0-6 IO YR 3/3 80 7.5 YR 5/8 5 C PL Leam 6-12 10 YR 4/2 60 7.5 YR 518 30 C M Clay Loam Sediment Deposits (62) (Riverine) Drift Deposits (93) (Rlverine) Drainage Patterns (810) Dry -Season Water Table (C2) Thin Muck Surface (C7) Crayfish Burrows (CB) Saturation Visible an Aortal imagery (G9) Aquilard 033) FAC -Neutral Test (05) Field Observations: Surface Water Present? Yes C No (. Depth (Inches): Wetland Hydrology Present? Yes (' No (' Water Table Present? Yes (' No (i Depth (inches): Saturation Present? Yea (' No r Depth (Inches): (includes capillary fringe) `Type: C=Concentration, D=Deptelion, RM=Reduced Matrix. 'Location: PL=Pore Lining, RC=Root Channel, M=Malr#x. 3So11 Textures: Clay, Silly Clay, Sandy Clay, Loam, Sandy Clay Loam, Sandy Loam, Clay Loam, Slily Clay Loam, Silt Loam, Sift, Loamy Sand, Sand. Hydric 0 .. - _smi -1 8011 Indicators: (Applicable to ell LRR& unless HISlosol (Al)Sandy Hisitc Eplpedon (A2) Block HisVc(A3) Hydrogen Sulfide (A4) Stratified Layers (A5) (LRR C) 1 an Muck (A9) (LRR D) Depleted Below Dark Surface (All) Thick Dark Surface (Al2) Sandy Mucky Mineral (51) Sandy Gleyed Matrix (S4) otherwise noted.) indicators Redox (55) i...,Stripped Matrix (58) Loamy Mucky Mineral (F1) '� Loamy Gleyed Matrix (F2) 7 Depleted Matrix (F3) r' Redox Dark Surface (F6) — Depleted Dark Surface (FT) _~ Redox Depressions IFS) _ Vernal Pools (F9j 'Indicators for Problematic Hydric Bosh 1 cm Muck (A9) (LRR C) 2 cm Muck (M0) (LRR B) Reduced Vertlo (F18) Red Parent Material (TF2) Other (Explain In Remarks) of hydrophytic vegetation and wetland hydrology must be present. Restrictive Layer (if present): Type: Hydric Soil Present? Yes (s', No Depth (Inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: gsoondary indicators fesr more reuufred) prlmary Indicators fano one indicelor is cuff elerd) 0 Water Marks (81) (Riverina) 0 Surface Water (Al) ❑ Sall Crust (B11) ❑ High Water Table (A2) [] Biotic Crust (912) ❑ 0 Saturation (A3) ❑ Aquatic Invertebrates (613) 0 Water Marks (31) (Nonriverine) ❑ Hydrogen Sulfide Odor (C1) ❑ D Sediment Deposits tet) (Nonrlverino) Q Oxidized Rhlzospheres along Living Roots (C3) ❑ [] Drift Deposits (83) (Nonriverine) 0 Presence of Reduced Iron (C4) [ ❑ Surface 3o€1 Cracks (06) ❑ Reoenl Iron Reduction in Plowed Soils (C6) 0 J Inundation Visible on Aerial Imagery (B7) [( Other (Explain In Remarks) ❑Shallow 0 Water -Stained Leaves (139) [l Sediment Deposits (62) (Riverine) Drift Deposits (93) (Rlverine) Drainage Patterns (810) Dry -Season Water Table (C2) Thin Muck Surface (C7) Crayfish Burrows (CB) Saturation Visible an Aortal imagery (G9) Aquilard 033) FAC -Neutral Test (05) Field Observations: Surface Water Present? Yes C No (. Depth (Inches): Wetland Hydrology Present? Yes (' No (' Water Table Present? Yes (' No (i Depth (inches): Saturation Present? Yea (' No r Depth (Inches): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), If available: Remarks: 5 Arniy Corps of Rnginrers Add West - Version 11-1-2008 WETLAND DETERMINATION DATA FORM - Arid West Region ProjecLiSile: C1t 311, CR 335, Divide Creek Crossing Applicant/Owner: Antero Resources City/Counly:SiltJGnrfield Sampling Dale: 081910 Investigator(s): WIVE: Breit Fletcher Landform (hillslope, terrace, etc.): Creek in draw Stato:CO Sampling PotnI 1'fl rlrl) Section, Township, Range:Sec 12 'I'6S 1{9211/ Local retial (concave, convex, none):collvex Stopo (%).<I% Subregion (LRR):D - Interior Deserts Lai:°39.53987N Long:e107.622129W oatum:NAD 83 Solt Map Unit Name: Arvada Leant NWI classification: N/A Aro climatic / hydrologic conditions on the site typical for this lime of year? Yes (i' No C' (If no, explain In Remarks.) Aro Vegetation LJ Sall J or Hydrology significantly disturbed? Are -Normal Circumstances" present? Yes ( No r Are Vegelallonf Soil Q or Hydrology © naturally probiemallc? (If needed, explain any answers In Remarks.) SUMMARY OF FINDINGS - Attach site niap showing san Ming point locations, transects, Important features, etc. Hydrophytic Vegalaiion Present? Hydric Soll Present? Welland Hydrology Present? Yes (` Yes ( Yes r No ( No (• No (4 Is the Sampled Area within a Wetland? Yea (-' No (+ Remarks: `' VEGETATION Tree Stratum (Use scientific names.) Absolute Dominant indicator ° CoverSnecles? Status Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: I (A) Total Number of Dominant Species Across All Strata: 5 (8) Percent of Dominant Species That Are OBL, FACW, or FAC: 20.0 % (N81 1. `' 3. 4. Sapling/Shrub Stratum % 30 Yes r.u-r' 1.S'arcobalis rwrrrricultrlrrs Prevalence Index worksheet: Total % Cover of: MuIIIniv l,v: 2.C7irv.soNrarmirts viscirlijlrrrrs 10 Yes rmiri 3. OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 :-- UPL species x 5 = Column Totals: (A) (0) Index = 81A 4, 5. Herb Stratum Herb Total Cover: 40 % 40 Yes me 1 •Dlsllchlis.riiral(' - 2Pseisdor•oegrreria spicatu 10 Yes urr. 3•I:Iyrrrrrs lmrcealntrrs 10 Yes UMPrevalence 4 Hydrophytic Vegetation Indicators: Dominance Test Is >50% Prevalence Index is s3.0' Q Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ❑ Problematic Hydrophyiic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must ba present. 5, 6. 7. - - - 8• Woody Vine Stratum Total Cover: 60 1. 2. ° Bare Ground in Herb Stratum 60 % Total Cover: ° % Cover of Biotic Crust n Hydrophylic Vegetation Present? Yes (-' No (i Remarks: US Anny Corps of Linuiurors Arid West - Version 11-1-2005 SOIL Sampling Paint: TA6up Proi�iia DeterIptlon: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.) Depth Matrix Redox Featu_rys [inches) Color (moist) % Color (moist) % Type' Locl- Texture' Remarks , _ , 0-6 10 YR 5/4 95 Silty Loam 6-12 10 YR 5/4 95 silty Loam 12-18 10 YR 5/4 85 7.5 YR 5/8 <3% C PL Loatn 18-24 10 YR 5/4 80 7.5 YR 5/8 5% C PL twill very dry Water Table Present? yes r No r Depth (Inches); Saturation Present? yes (' No (2 Depth (inches): - (includes capillary Ulnae) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: 'Type: C=ConcentrarIon, D=Depletion, Rk1=Reduced Matrix. 'Location: PL=Pore Lining, RC=Roos Channel, Mr -Matrix. 'Soil Textures: Clay, Silty Clay, Sandy Clay, Loam, Sandy Clay Loam, Sandy Loam, Clay Loam, Silty Clay Loam, Silt Loam, Sllt, Loamy Sand, Sand. Hydric 0 '' — ,. — Soli Indicators: (Applicable to all Mins, unless Histosol(A1) Hlslic Eplpedon (A2) Black HleIIc (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) (LRR C) 1 cm Muck (A9) (LRR D) Depleted Below Dark Surface (All) Thick Dark Surface (Al2) Sandy Mucky Mineral (31) Sandy Cloyed Matrix (84) otherwise noted.) Sandy Redox (35) Stripped Matrix (38) Loamy Mucky Mineral (F1) Loamy Gleyed Matrix (F2) Depleted Matrix (F3) Redox Dark Surface (F5) Depleted Dark Surace (F7) Redox Depressions (F8) Vernal Pools (F8) 'lndkators Indicators for Probternatlo Hydrio Solis 1 cm Muck (A9) (LRR C) 2 cm Muck (A10) (LRR B) Reduced Vedic (F18) Red Parent Material (TF2) Other (Explain In Remarks) of hydrophytic vegetation and wetland hydrology must be present. Restrictive Layer (if present): TM: Hydric Solt Present? Yes r No a Depth (Inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: pdmanr Indicators (any one Indicator Is sufficient) ❑ Water Marks (61) (Rlverfne) 0 Sediment Deposits (B2) (RIverine) 0 Drift Deposits (83) (Riverine) ❑ Drainage Patterns (810) 0 Dry -Season Water Table (C2) 0 Thin Muck Surface (07) Crayfish Burrows (06) 0 SaturallonVisible onAeriat Imagery (09) 0 Shallow Aqult&d (03) [0 FAG -Neutral Test (05) 0 0High BSaturation IN 0 ❑ 0 Surface Water (A1) 0 Satt Crust (611) Water Table (A2) 0Biotic Crust (812) (A3) ❑ Aquatic Invertebrates (813) Water Marks (31) (Nonriverine) ❑ Hydrogen Sulfide Odor (C1) Sediment Deposits (B2) (Nanrlverine) 0 Oxkttzed Rhixospheres along Ltving Roots (C3) Drift Deposits (63) (Nonriverine) 0 Presence of Reduced hen (04) [] Surface Solt Cracks (66) [ Recent Iron Reduction In Plowed Soils (CB) Inundation Visible on Aerial Imagery (87) 0 Other (Explain in Remarks) Water -Stained Leaves (89) Field Observations: Surface Water Present? Yes t` No 4' Depth (inches): Wetland Hydrology Present? Yes C' No (+ Water Table Present? yes r No r Depth (Inches); Saturation Present? yes (' No (2 Depth (inches): - (includes capillary Ulnae) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Changed color when exposed to air. 5 Arniy Corps of ring ricers Arid Wast - Version 11.1-2088 WETLAND DETERMINATION DATA FORM - Arid West Region ProJocI/S€te: CR 311, CR 335, Divide Creek Crossing ApplieanUOwner: Antero Resources investigator(s): WWE: Brett Fletcher City/County:Si fl/Garlield Landform (hillslope, Terrace, etc.): Creek hi draw Sampling Cate: 081910 State:CD Sampling PolnL1R4wet Section. Township. Range:Sec 12 T6S R92W Local relief (concave, convex, none):convex Slope (%):<1% Subregion (LRR):D - Interior Deserts Lat:°39.540134N Long °107.62I465W oatum:NAD 83 Soil Map Unit Nares: Arvada Loam NWI classification: N/A Ara climatic 1 hydrologic conditions on the site typical for This time of year? Yes t Nor(If no, explain In Remarks.) Are Vegetation❑ Are Vegetation[❑ Soli El Soli ❑ or Hydrology ❑ or HydrelogY ❑ significantly disturbed? Are 'Normal Circumstances" present? Yes 6'' Ho r naturally problematic? (If needed, explain any answers In Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. HydrophylloVegetation Present? Yes Or No (' Hydric Soil Present? Yes 6' No (' Welland Hydrology Present? Yes ti- No (' Is the Sampled Area within a Wetland? Year No r Remarks: VEGETATION Tree Stratum (Use scientific names.) Absolute Dominant Indicator % Cover Sols? Status 2. 3. SapllnofShrub Stratum 1. 56 Dominance Teat worksheet: Number of Dominant Species That Are 091, FACW, or FAC: 3 (A) Total Number of Dominant Species Aeras All Strata: 3 (B) Percent of Dominant Species That Are 081, FACW, or FAO: 100.0 % (AIB) 2. 3. 4. Total Cover: % Herb Stratum 1.Scirpns pungens 40 Yes onl. 2.Agrosllsgiganfea 3.Descitampsla ccspilmsa 20 Yes 20 Yes FAtWW PAM Prevalence Index worksheet: Total % Cover of: Mullllgv bv: OBL species x 1 a FACW species x 2 FAC species x 3 FACt1 species x 4 a UPL species x 5 = Column Totals: (A) Prevatencelndex = B/A (s) 4. 5. S. 7. Woody Vine Stratum 1. Total Cover: 80 % Hydrophytic Vegetation Indicators: X Dominance Testis 530% Prevalence index Is S3.0' ❑ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 0 Problematic Hydrophyllc Vegetation' (E=xplain) 'Indicators of hydric sot and wetland hydrology must be present. Total Cover: % % Bare Ground in Herb Stratum % % Cover of Biotic Crust Yo Hydrophyt€c Vegetation Present? Yes (i No C Remarks: US Array Corps of !Engineers Arid West - Version 11-1-2008 SOIL Sampling Point: T$4wet Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of lndicatora.j Depth Matrix Redox Features Mcheal Color (moist) % Color (moist) % Typo' Loc? Textures Remarks 0-6 10 YR 4/2 80 7.5 YR 5/8 5 C PL Sandy Loan' 6-12 10 YR 412 70 7.5 YR 518 15 C PL Sandy Loam 12-18 10 YR 412 60 7.5 YR 518 25 RM M Losm Water Table Present? Yes r No r Depth (inches): Salutation Present? Yes f No (i Depth (Inches): r 'Type: C=Concan(railon. D=Depletion, RAA=Reduced Matrix. =Location: PL=Pore Lining, RC=Root Channel, M=Matrix. 3So1I Textures: Clay, Silly Clay, Sandy Clay, Loam, Sandy Clay Loam, Sandy Loam, Clay Loam, Slily Clay Loam, SIR Loam, Silt, Loamy Sand, Sand, Hydric .. ". "`r Soil Indicators: (Applicable to all LRRs, unless Histoso€ (Al) Hlstle Eplpedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) (LRR C) 1 cm Muck (A9) (LRR D) Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) Sandy Mucky Mineral (Sty Sandy Okayed Matrix (S4) ~ "` : ' }( - otherwise noted.) Sandy Redox (55) Stripped Matrix (SB) Loamy Mucky Mineral (F1) Loamy Cloyed Matrix (F2) Depleted Matrix (F3) Redox Dark Surface (FB) Depleted Dark surface (Fr) Redox Depressions (F8) Vernal Pools (F9) Indicators for Problematic Hydrfo Soiik 1 cm Muck (A9) (LRR C) 2 cm Muck (A16) (LRR 8) Reduced Vedic (F18) Red Parent Mateds! (TF2) Other (Explain in Remarks) `indicators of hydrophylle vegetation end wetland hydrology must be present. Realriclive Layer (if present): Type: Hydric Solt Present? Yee (a' Nor Depth (inches): Remarks: HYDROLOGY Wetland Hydrology Indlcatora: Primary indicators (env one indicator is sufficient) Seoondary indicators (2 or more reou ❑ Water Marks (81) (Riverine) ❑ Sediment Deposits (82) (Riyorine) ❑ Drift Deposita (89) (Minoring) ❑ Drainage Patterns (810) D Dry -Season Water Table (C2) ❑ Thin Muck Surface (07) ❑ Crayfish Burrows (08) ❑ Saturation Visible on Aerial imagery (09) ❑ ShallowAquilard (03) ❑ FAC -Neutral Test (05) 0 Surface Water (M) ❑ Sail Crust (B11) ❑ High Wafer Table (A2) ❑ Blotto Crust (812) ❑ Saturation (A3) ❑ AqualiC invertebrates (613) ❑ Water Marks (B1) (Nonriverine) 0 Hydrogen Sulfide Odor (01) ❑ Sediment Deposita (82) (Nonriverine) N Oxidized Rhlzospheres along Living Roots (03) ❑ Drill Deposits (83) (Nonrfvsrine) ❑ Presence of Reduced Iron (C4) ❑ Surface Soil Cracks (66) ❑ Recent Iron Reduction in Plowed Soda (C8) ❑ lnundallon Visible on Aerial Imagery (87) ❑ Other (Explain In Remarks) ❑ Water•Slelned Leaves (89) Field Observations: Surface Water Present? Yes (' No (! Depth (inches): Water Table Present? Yes r No r Depth (inches): Salutation Present? Yes f No (i Depth (Inches): r (Includes capillary idoge) Wetiend Hydrology Present? Yes ( No Describe Recorded Data (stream gauge, monitoring well. aerial photos, previous Inspection), if available: Remarks: Changed color when exposed to nit. US Amy Corps of Engineers Arid West - Version 11-1.2006 U.S. Army Corps of Engineers South Pacific Division Nationwide Permit Pre -Construction Notification (PCN) Form This form integrates requirements of the Nationwide Permit Program within SPD, including General and Regional Conditions. Please consult instructions prior to completing this form. Box 1 Project Name Divide Creek crossing Applicant Name Antero Resources, Jerry Alberts Agency, etc. Applicant Title Environmental and Regulatory Manager Applicant's internal tracking number (if any) Applicant Company, Antero Resources Mailing Address Antero Resources, 1625 17th Street, Suite 300, Denver, CO. 80202 Fax # with area code (303) 3577313 - E-mail Address jalberts@anteroresources.com Work Phone with area code (303) 357-7341 Home Phone vtiuh area code Relationship of applicant to pro erty: ['Owner 0 Purchaser Lessee L Other: Application Is hereby made for verification that subject regulated activities associated with subject project qualify for authorization under a Corps nationwide permit or permits as described herein. I certify that I am familiar with the Information contained in this application, and that to the best of my knowledge and belief, such information is true, comptete, and accurate. 1 further certify that 1 possess the authority to undertake the proposed activities. I hereby grant to the agency to which this application Is made, the right to enter the above-described location to Inspect the proposed, in -progress or completed work. I agree to start work gray after all necessary permits have been received. Signature of applicant Date (m/d/yyyy) Box 2 Authorized Agent/Operator NameWan agent Isacling for the applicant flaring the permit process) WestWater Engineering Agent/Operator Title Wetland Biologist Agent/Operator Company, Agency, etc. Brett Fletcher - _ Mailing Address 2516 FORESIGHT CIR #1 Work Phone with area code (970)-241-7076 Home Phone with area code (970)-623-3728 authorized agent to act in my information In support of this if a federal or state permit Is Issued, Fax # with area code (970) 241-7097 behalf as my agent in the processing permit application. I understand 1, or my agent, must sign the E-mail that permit. Address bff@westwaterco.com _ of this application and to 1 am bound by the actions of Date (m/d/yyyy) 1 hereby authorize the above named furnish, upon request, supplemental my agent and 1 understand that Signature of applicant I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief, such Information Is true, complete, and accurate. Signature of authorized agent Date (m/d/yyyy) Page 1 of 17 Revised May 22, 2009. For the most recent s'ersion oflhis form, visit your Corps District's Rcg%ilalory wctssilc. Page 2 of 17 Revised May 22. 2009. For the most recent versioei of this form, visit your Corps Dist/ict's Regulatory website. Box 3 Name of Property Owner(s), if other than Applicant: SIMONSON, JEFFEREY & BRENDA,DIXON WATER FOUNDATION Owner Title Owner Company, Agency, etc. Mailing Address 2045 County Road 311, New Castle, CO. 81647-9617, 6060 N. Central Expressway, Suite 305,Dalias, TX. 75206 Work Phone with area code Home Phone with area code Box 4 Name of Contractor(s) (if known): MIKE GARRETT Contractor Title Construction Manager Contractor Company, Agency, etc. KAHUNA VENTURES Mailing Address 11400 Westmoor Circle, Suite 325 Work Phone with area code 303-451-7374 Home Phone with area code 801-556-6981 cell Box 5 Site Number 1 of 1. Project location(s), Including street address, city, county, state, zip code where proposed activity will occur: BOX 3 Waterbody (if known, otherwise enter "an unnamed tributary to'):Divide Creek Tributary to what known, downstream waterbody:Colorado River Latitude & Longitude (D/M/s, DD, or um):Zoning W107.474 N39.52 Designation (no codes or abbreviations): single family res. -land, Irrigated land agricultural Assessors Parcel Number-: Parcel number 218317100064 Section, Township, Range: Sections 10 & 12, Townshp 6S, Range 92W USGS Quadrangle map name: New Castle, CO Watershed and other location descriptions, if known: HUC 14010005 Directions to the project location: Project can be accessed by taking I-70 east to the Silt exit and turning south crossing over the Colorado River. Once you are over the river, turn east on the CR 335 (Colorado River Road) and follow it approximately 1.25 miles to the intersection of CR 311 (Divide Creek Road). The project is located at this intersection. Page 3 of 17 Revised May 22, 2009, For the most recent version of -this form, visit your Corps District's Regulatory wcbsitc. Nature of Activity (Description of project, include an features, see Instructions): CROSS DIVIDE CREEK WITH A 16" CASEMENT PIPE CONTAINING A 12" WATER LINE, THE CREEK WILL BE CROSSED BY DIGGING AN OPEN CUT DITCH AND BACKFILLING THE DITCH TO ITS ORIGINAL CONTOURS. Project Purpose tDescrtpt€on the reason or purpose of the project, see instructions): TO ESTABLISH WATER LINE CONNECTIONS REQUIRED FOR DRILLING OPERATIONS. Page 4 of 17 Revised May 22, 2009. For the most recent version of this form, visit your Corps District's Regulatory +ebsite. Use Box 6 if dredged and/or fill material is to be discharged: Box 6 Reason(s) for Discharge into waters of the United States: TEMPORARY SIDECAST OF MATERIALS UNTIL, CASED PIPE CAN BE BACKFILLED IN THE DITCH. Type(s) of material being discharged and the amount of each type in cubic yards: 16" casement pipe and return of native materials Total surface area in acres of wetlands or other waters of the U.S. filled (see Instructions): Indicate in ACRES and LINEAR FEET (where appropriate) the proposed impacts to waters of the United States, and identify the impact(s) as permanent and/or temporary for each water body type listed below: Potential indirect and/or cumulative impacts of proposed discharge (if any): NA Required drawings (see instructions): Vicinity map: pi Attached %or mail copy separately if applying electronically) To -scale Plan view drawing(s): M Attached (or malt copy separately if applying electronically To -scale elevation and/or Cross Section drawings): IN Attached Tor mall copy separately if applying electronlcalty) Has a wetlands/waters of the U.S. delineation been completed? Fl Yes, Attached %or mail copy separately if applying electronically) [1 No If a delineation has been completed, has it been verified in writing by the Corps? LIYes, Date or approved jurisdictional determination (m/dlyyyy): Corps file number: UNC► Please attache one or more color photographs of the existing conditions (aerials if possible). tor mall copy separately If appiipg electronically Page 5 of 17 Revised May 22, 2909. For the most rcccnl version of this form, visit your Corps District's Regulatory web,ile. Per influent Temporary Water Body Type Acres Linear feet Acres Linear feet Wetland 0.20 200 Riparian streambed Unveg. streambed 0.027 25 Lake Ocean Other Total: Potential indirect and/or cumulative impacts of proposed discharge (if any): NA Required drawings (see instructions): Vicinity map: pi Attached %or mail copy separately if applying electronically) To -scale Plan view drawing(s): M Attached (or malt copy separately if applying electronically To -scale elevation and/or Cross Section drawings): IN Attached Tor mall copy separately if applying electronlcalty) Has a wetlands/waters of the U.S. delineation been completed? Fl Yes, Attached %or mail copy separately if applying electronically) [1 No If a delineation has been completed, has it been verified in writing by the Corps? LIYes, Date or approved jurisdictional determination (m/dlyyyy): Corps file number: UNC► Please attache one or more color photographs of the existing conditions (aerials if possible). tor mall copy separately If appiipg electronically Page 5 of 17 Revised May 22, 2909. For the most rcccnl version of this form, visit your Corps District's Regulatory web,ile. Dredge Volume: Indicate in CUBIC YARDS the quantity of material to be dredged or used as fill: Indicate type(s) of material proposed to be discharged in waters of the United States: 16" casement pipe and native materials For proposed discharges of dredged material into waters of the U.S. (including beach nourishment), please attache a proposed Sampling and Analysis Plan (SAP) prepared according to Inland Testing Manual (ITM) guidelines (including Tier I information, iF available), dor mail copy separately iF applying electronically Is any portion of the work already complete? El YES If yes, describe the work: If NO Box 7 Intended NWP number (1st3: 12 Intended NWP number (rd): Intended NWP number (3rd): 'Enter the Intended permit type(s). See NWP regulations For permit types and qualification information volreningsmide oermits,ltlsn). Box 8 Authority: Is Section 10 of the Rivers and Harbors Act applicable?: ❑ YES ® NO Is Section 404 of the Clean Water Act applicable?: /2 YES U NO Box 9 Is the discharge of fill or dredged material for which Section 10/404 authorization is sought part of a larger plan of development?: ❑ YES Z NO If discharge of fill or dredged material is part of development, name and proposed schedule for that larger development (start-up, duration, and completion dates): Location of larger development (If discharge of fill or dredged material Is part of a plan of development, a map of suitable quality and detail of the entire project site should be included): Total area in acres of entire project area (including larger plan of development, where applicable): Page 6 of 17 Revised May 22, 2D44. t'or the most recent version orthis florin, visit your Corps i)isirices ttcgulaiory website. Box 10 Threatened or Endangered Species Please list any federally -listed (or proposed) threatened or endangered species or critical habitat within the project area (use scientific names (e.g., Genus species), if known): a. NA see report b. c, d. e. f. Have surveys, using U.S. Fish and Wildlife Servlce/NOAA Fisheries protocols, been conducted? Yes, Report attached (or mall copy separately if applying electronically) El No - If a federally listed species would be Impacted, please provide a description and a biological evaluation. Yes Report attached (or mail copy separately if apptying electronically) 0 Not attached Has the USFWS/NOAA Fisheries issued a Biological Opinion? Yes, Attached (or mail copy separately If applying electronically) / No If yes, list date Opinion was issued (m/d/yyyy): Has Section 7 consultation been initiated by another federal agency? Q Yes, Initiation letter attached (or mail copy separately if applying electronically)1►�i No Has Section 10 consultation been initiated for the proposed project? Yes, Initiation letter attached (or mall copy separately if applying electronically) rNo Box 11 Historic properties and cultural resources: Please list any historic properties listed (or eligible to be listed) on the National Register of Historic Places: a. web search no results b. c. www.coloradohistory-oahp.org d. e. f. Are any cultural resources of any type known to exist on-site? [I Yes Z No Has an archaeological records search been conducted? ❑ Yes, Report attached (or mall copy separately If applying electronically) a No Has a archaeological pedestrian survey been conducted for the site? LI Yes, Report attached (or mall copy separately if applying electronically) Ej No Has a Section 106 MOA been signed by another federal agency and the SHPO? Yes, Attached (or mail copy separately if applying electronically) r4 No If yes, list date MOA was signed (m/d/yyyy): Has Section 106 consultation been initiated by another federal agency? • Yes, Initiation letter attached (or mail copy separately if applying electronically) No ['lige 7 of 17 Revised May 22, 2009. For the most recent version or !his form, Yisil your Corps District's Regulatory website. Box 12 Measures taken to avoid and minimize impacts to waters of the United States (if any): The original intent was to HDD bore under the Creek and adjacent wetlands. During the boring process Antero encountered a sandy substrate containing Targe boulders. As the boring continued, some of the boulders rolled in the loose substrate and crimped the bore. As a result, Antero has had to abandon the boring operation and fall back to a contingency of crossing Divide Creek and adjacent wetlands with an open cut ditch Include multiple copies of Box 13 for separate sites. Box 13 Proposed Compensatory Mitigation (site of j related to fill/excavation and dredge activities. Indicate in ACRES and LINEAR FEET (where appropriate) the total quantity of waters of the United States proposed to be created, restored, enhanced andjor preserved for purposes of providing compensatory mitigation. Indicate water body type (wetland, riparian streambed, unvegetated streambed, lake, ocean, other) or non jurisdictional (upiandss). Indicate mitigation type (on- or off-site by applicant, mitigation bank, in -lieu Fee program): WaterBody Type Created Restored Enhanced Preserved Mitigation type Totals: If no mitigation Is proposed, provide detailed explanation of why no mitigation would be necessary: Applicant has made every effort to avoid all impacts to the stream and adjacent wetlands. Once the ditch has been backfilled and preconstruction contours have been reestablished, flow will be returned to the natural channel. Antero estimates that the project will be completed within 2 weeks of commencement, including re -contouring and re -vegetation operations. Temporal impacts through the stream channel and adjacent wetlands are negligible considering the amount of time it will take to cut the ditch, lay pipe, back fill, and reestablish wetland vegetation. There will be no permanent impacts to WoUS or adjacent wetlands. No WoUS will be depleted or impounded during OCD construction. Has a draft/conceptual mitigation !an been prepared in accordance with the Army Corps of Engineers District guidelines? 11 Yes, Attached %or mail copy separately if applying electronically) ® No Page 8 of 17 Revised May 22, 2004. For the most'teens version of this farm, visit your Corps District's Regulatory website. Mitigation site Latitude & Longitude PINS, DO, or UMW USGS Quadrangle map name: Assessors Parcel Number: Section, Township, Range: Other location descriptions, if known: Directions to the mitigation location: Page 9 of 17 Revised May 22, 2009. For the most recent version of this foram, visit your Corps District's Regulatory website. Box 14 Water Quality Certification (see instructions): Applying for certification? ❑ Yes, Attached (or mall copy separately if applying electronically) 0 No Certification Issued? ❑ Yes, Attached (or mall copy separately if applying electronically) ❑ No Exempt? ❑ Yes ® No If exempt, state why: Agency concurrence? ❑ Yes, Attached ❑ No Box 15 Coastal Zone Management Act (see instructions): Is the project located within the Coastal Zone? ❑ Yes ® No If es, applying for a coastal commission -approved Coastal Development Permit? U Yes, Attached (or mall copy separately IF applying electronically) ® No If no, applying for separate CZMA-consistency certification? 0 Yes, Attached (or mail copy separately if applying electronically) ® No Permit/Consistency issued? ❑Yes, Attached (or mall copy separately if applying electronically) ® No Exempt? ® Yes ® No If exempt, state why: Colorado Box 16 List of other certifications or approvals/denials received from other federal, state, or focal agendes for work described in this application: Agency Type Approval4 Identification No, Date Applied Date Approved Date Denied 4 Would Include but Is not restricted to zoning, building. end Nod Main permits Page 10 of 17 Revised May 22, 2009. For the most recent version ofihis fort, visit your Corps District's Regulatory websita. NWP General Conditions (GC) checklist: 1. Navigation: Project would be in compliance with GC? ® Yes ❑ No Explain: NA 2. Aquatic Life Movements: Project would be In compliance with GC? ® Yes ❑ No Explain: Strem flows will not be depleted or impounded during construction 3. Spawning Areas: Spawning areas present? ® Yes ❑ No Project would be In compliance with GC? ® Yes 0 No Explain: stream flows will not be Impaired during construction. 4. Migratory Bird Breeding Areas: Migratory bird breeding areas present? ® Yes ® No Project would be in compliance with GC? ® Yes 0 No Explain: Construction and remediation activities will be completed within 2 weeks once work has commenced. 5. Shellfish Beds: Shellfish beds present? ❑ Yes ® No Project would be in compliance with GC? ® Yes ❑ No Explain: NA 6. Suitable Material: Project would be In compliance with GC? ® Yes 0 No Explain: casement pipe and native fill material I, Water Supply Intakes: Project would be In compliance with GC? ® Yes 0 No Explain: NA 8. Adverse Effects From Impoundments: Project would be In compliance with GC? ® Yes ❑ No Explain: no water will be Impounded during construction or remediation activities S. Management of Water Flows: Project would be In compliance with GC? ® Yes ❑ No Explain: Construction will take pplace during times of low flow in the stream and all state storm water management requlrernnets have been fulfilled. 10. Fills Within 100 -Year Floodplalns: Project would be within 100 -year floodplalns? ® Yes 0 No If yes, project would be In compliance with GC? ® Yes 0 No Explain: Area will be returned to its natural contours. 11. Equipment Project would be in compliance with GC? ® Yes 0 No Explain: All measures to minimize Impacts from heavy equipment operation will be taken, I.e. operating equipment from pallets during ditch construction. Page 11 of 17 Revised May 22,200g. For the most recent version of this form. visit your Corps District's Regulatory website. 1.2. Soil Erosion and Sediment Controls: Project would be In compliance with GC? ® Yes ❑ No Explain: Strom water concrol treasures have been installed inaccordanco with county and state requirements 13. Removal of Temporary Fills: Project would be in compliance with GC? ® Yes D No Explain: Temporariy sidecast material will be used for back fill upon ditch completion, 14. Proper Maintenance: Project would be In compliance with GC? ® Yes ❑ No Explain: 15. Wild and Scenic Rivers: Project would be within a National Wild and Scenic River System (including proposed system)? ❑Yes ®No Project would be In compliance with GC? 0 Yes ❑ No Explain: 16. Tribal Rights: Project would be In compliance with GC? ® Yes 0 No Explain: 17. Endangered Species: see Box 10 above. 18. Historic Properties: see Box 11 above. 19. Designated Critical Waters (check thossthatopply) includes: 1) ❑ NBAA-designated marine sanctuaries, 2) ❑ National Estuarine Research Reserves, 3) 0 State natural heritage sites, 4) ❑ (Addy designated waters Applicant is aware of the restrictions a) and b) below? Yes ❑ No 1:t a) NWP 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, and 50: No NWP can be authorized. b) NWP 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38: Notification Is required. 20. Mitigation: see Box 13 above. 21. Water Quality (401 Certifl atlan): see Box 14 above. 22. Coastal Zone Permit: see Box 15 above. 23. Regional and Case -By -Case Conditions: Complete the Regional Conditions checklist below. Project would be In compliance with any Case-by-case conditions? ® Yes ❑ No Explain: N/A 24. Use of Multiple Nationwide Permits: Applicant is aware that If total proposed acres a of impact exceeds acreage limit of NWP with highest specified acreage, no NWP can be Issued? Yes LI No Page 12 of 1 7 Revised May 22, 2004. For the must recent version of this form, visit your Corps District's Regulatory website. 25. Transfer of Nationwide Permit Verifications: Appilcant is aware of this permit transfer requirement? Yl Yes ❑ No 26. Compliance Certification; Applicant Is aware of this post -construction requirement? Yes El No 27. Pre -Construction Notification: If a PCN is required, the PCN includes: (check those that apply) 1�4 Delineation of wetlands and other waters of the U.S. ❑ If project results In the loss of greater than 1110 acre of wetlands, a compensatory mitigation plan or statement describing how the mitigation requirement will be satisfied • For non -Federal applicants, a list of threatened or endangered species or designated critical habitat that might be affected by the proposed work ❑ For Federal applicants, documentation demonstrating compliance with the Endangered Species Act ►`I ►f For non -Federal applicants, a list of historic properties listed on, or determined eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places that may be affected by the proposed work; or a vicinity map Indicating the location of the historic property Li For Federal applicants, documentation demonstrating compliance with the National Historic Preservation Act 28. Single and Complete Project: Project would be In compliance with GC? Yes ❑ No Explain: NWP Regional Conditions (RC) checklist: II. Sacramento District (SPK) in California, Nevada, and Utah: SPK Regional conditions to be applied across the entire Sacramento District including California, Nevada, and Utah (except Colorado); 1. Is pre -construction notification (PCN) required? ❑ Yes ❑ No If yes, notification pursuant to General Condition 27 Is required using either the South Pacific Division Preconstruction Notification (PCN) Checklist or a completed application form (ENG Form 4345), In addition, the PCN shall Include: a. A written statement explaining how the activity has been designed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States; b. Drawings, including plan and cross-section views, clearly depIcting the location, size and dimensions of the proposed activity. The drawings shall contain a title block, legend and scale, amount (In cubic yards) and size (In acreage) of fill In Corps jurisdiction, including both permanent and temporary fills/structures. The ordinary high water mark or, If tidal waters, the high tide line should be shown (in feet), based on National Geodetic Vertical Datum (NGVD) or other appropriate referenced elevation; and c. Pre -project color photographs of the project site taken from designated locations documented on the plan drawing. Page 13 of 17 Revised May 22, 2009, For the most recent version of this form, visit yottr Corps District's Regulatory website. 2. Will mitigation be completed before or concurrent with construction of the project? 111 Yes ❑ No Compensatory mitigation shall be completed as required by special conditions of the NWP verification before or concurrent with construction of the authorized activity, except when specifically determined to be impracticable by the Sacramento District. When project mitigation involves use of a mitigation bank or in -lieu fee program, payment shall be made before commencing construction. 3. Does the project have property which will be preserved as part of mitigation for authorized impacts? �] Yes [] No If yes, the NWP verification shall be recorded against the preserved property with the Registrar of Deeds or other appropriate official charged with the responsibility for maintaining records of title to or Interest in real property. Will structures, including boat ramps or docks, marinas, piers, and permanently moored vessels, be constructed i11 or adjacent to navigable waters? ❑ Yes ❑ No If yes, the NWP verification shall be recorded against the area with the Registrar of Deeds or other appropriate official charged with the responsibility for maintaining records of title to or interest in real property. The recordation shall also include a map showing the surveyed location of the authorized structure and any associated areas preserved to minimize or compensate for project impacts. 4. Will any wetlands, other aquatic areas, and/or any vegetative buffers be preserved as part of mitigation for Impacts? ❑ Yes ❑ No If yes, these areas shall be placed into a separate "preserve" parcel prior to discharging dredged or fill material Into waters of the united States, except where specifically determined to be impracticable by the Sacramento District. Permanent legal protection shall be established for all preserve parcels, following Sacramento District approval of the legal instrument. 5. The permittee shall allow Corps representatives to Inspect the authorized activity and any mitigation areas at any time deemed necessary to determine compliance with the terms and conditions of the NWP verification. The permittee will be notified in advance of an Inspection. 6. Is a waiver of the 300 linear foot limitation for intermittent and ephemeral streams requested? ❑ Yes ❑ No If yes, an analysis of the Impacts to the stream environment, measures taken to avoid and minimize losses, other project alternatives that were considered (but were found not to be practicable), and a mitigation plan describing how the unavoidable losses will be offset, must be included. 7. Is a road crossing proposed? ❑ Yes ❑ No If yes, road crossings shall be designed to ensure fish passage, especially for anadrontous fish. Bridge designs that span the stream or river, utilize pier or pile supported structures, or involve large bottomless culverts with a natural streambed, where the substrate and streamflow conditions approximate existing channel conditions shall be employed. Is an approach fill proposed? ❑ Yes ❑ No Approach fills in waters of the United States below the ordinary high water mark are not authorized under the NWPs, except where avoidance has specifically been determined to be impracticable by the Sacramento District. Page 14 of 17 Revised May 22, 2009. I'or the most recent version orihis form. visit your Corps Disuicl's rtcguialory website. 8. Are trenching activities proposed under NWP 12? ❑ Yes ❑ No If yes, clay blocks, bentonite, or other suitable material shall be used to seal the trench to prevent the utility fine from draining waters of the United States, including wetlands. 9. Are activities involving hard -armoring of the bank toe or slope proposed under NWP 13? ❑ Yes ❑ No If yes, notification pursuant to General Condition 27 is required. Bank stabilization shall include the use of vegetation or other biotechnical design to the maximum extent practicable. 10. Is the activity proposed under NWP 23? D Yes ❑ No If yes, notification pursuant to General Condition 27 Is required. The PCN shall include a copy of the signed Categorical Exclusion document and final agency determinations regarding compliance with Section 7 of the Endangered Species Act, Essential Fish Habitat under the Magnussen-Stevens Act, and Section 106 of the National Historic Preservation Act. 11. Are activities which will result in the loss of greater than 300 linear feet of streambed proposed under NWP 44? ❑ Yes ❑ No If yes, the discharge shall not cause the loss of more than 300 linear feet of streambed unless the 300 linear foot limit Is waived In writing by the Sacrament District for intermittent and ephemeral streams only. Loss of more than 300 linear feet of perennial streambed is not authorized. Is the activity proposed within a water of the United States supporting anadromous fisheries? ❑ Yes ❑ No This NWP does not authorize discharges In waters of the United States supporting anadromous fisheries. 12. Is channelization or relocation of an intermittent or perennial drainage proposed under NWPs 29 and/or 39? ❑ Yes ❑ No If yes, channelization or relocation of intermittent or perennial drainage is not authorized, except when, as determined by the Sacramento District, the relocation would result in a net Increase In functions of the aquatic ecosystem within the watershed. 13. Are temporary fills for construction access in waters of the United States supporting fisheries proposed under NWP 33? ❑Yes ❑ No If yes, temporary fills for construction access In waters of the United States supporting fisheries shall be accomplished with clean, washed spawning quality gravels where practicable as determined by the Sacramento District, In consultation with appropriate federal and state wildlife agencies. 14. Are activities which will result In the loss of greater than 0.5 acre of waters of the United States or the loss of more than 300 linear feet of ditch proposed under NWP 46? ❑ Yes ❑ No IF yes, the loss of greater than 0.5 acre of waters of the United States Is not authorized. The discharge shall not cause the loss of more than 300 linear feet of ditch, unless the 300 foot linear foot limit is waived In writing by the Sacramento District. 15. Are any waters of the United States, Including created, restored, or enhanced waters of the United States proposed for preservation under NWPs 29, 39, 40, 42, and/or 43? ❑ Yes [ No If yes, upland vegetated buffers shall be established and maintained In perpetuity, to the maximum extent practicable, adjacent to all preserved open waters, streams and wetlands including created, restored, enhanced or Page 15 of 17 Revised May 22, 2009. For the most recent version of this rorni, visit your Corps District's Regulatory avcbsile. preserved waters of the U.S., consistent with General Condition 20. Except in unusual circumstances, vegetated buffers shall beat least 50 feet in width. 16. Is the proposed project located with a histosol, fen, or wetland contiguous with a fen? ❑ Yes ❑ No If yes, all NWPs except 3, 6, 20, 27, 32, 38, and 47, are revoked. Fens are defined as slope wetlands with a histic epipedon that are hydrologically supported by groundwater. Fens are normally saturated throughout the growing season, although they may not be during drought conditions, For NWPs 3, 6, 20, 27, 32, and 38, notification pursuant to General Condition 27 Is required. 17. Are activities proposed within 100 feet of the point of groundwater discharge of a natural spring? ❑ Yes ❑ No If yes, notification pursuant to General Condition 27 Is required, A spring source is defined as any location where ground water emanates from a point in the ground. For purposes of this condition, springs do not include seeps or other discharges which lack a defined channel, SPK Regional conditions to be applied only in California: 1. Is the project located within Lake Tahoe Basin? ❑ Yes ❑ No All NWPs within the Lake Tahoe Basin are revoked. Activities In this area shall be authorized under Regional General Permit 16 or through an individual permit. 2. Is the project located within the Primary and Secondary Zones of the Legal Delta? ❑ Yes ❑ No NWPs 29 and 39 within the Primary and Secondary Zones of the Legal Delta are revoked. New development activities in this area will be reviewed through the Corps' standard permit process. SPK Regional conditions to be applied only in Nevada: 1. Is the project located within Lake Tahoe Basin? ❑ Yes ❑ No All NWPs within the Lake Tahoe Basin are revoked. Activities In this area shall be authorized under Regional General Permit 16 or through an Individual permit. SPK Regional conditions to be applied only in Utah: 1. Is the project located below 4217 feet mean sea level (msl) adjacent to the Great Salt Lake or below 4500 feet nisi adjacent to Utah Lake? 9 Yes 9 No For all NWPs in this area, except NWP 47, notification pursuant to General Condition 27 is required. 2. Will the uroject include bank stabilization activities that will affect more than 100 linear feet of perennial stream? ❑ Yes J No If yes, notification pursuant to General Condition 27 is required. 3. Will the project require NWP 27 authorization? ❑ Yes IJ No If yes, facilities for controlling stormwater runoff, construction of water parks such as kayak courses, and use of grout or concrete to construct In -stream structures are not authorized. Page 16 of 17 Revised May 22, 2009 For the most reccot version Orchis form, visit your Corps District's Rcgulato;y websily Will the project exceed 1500 linear feet (as measured on the stream thalweg), use In stream structures exceeding 50 cubic yards per structure, and/or Incorporate grade control structures exceeding 1 foot vertical drop? ❑ Yes LI No If yes, notification pursuant to General Condition 27 is required. Will the project involve stream restoration? 0 Yes ❑ No If yes, the post project stream sinuosity shall be appropriate to the geomorphology of the surrounding area and shall be equal to, or greater than, pre -project sinuosity. Sinuosity is defined as the ratio of stream length to project reach length. Structures shall allow the passage of aquatic organisms, recreational water craft or other navigational activities unless specifically waived In writing by the District Engineer. Page 17 of 17 Revised May 22, M. Far the mast teem( version of this forum, visit your Corps District's Regulatory website. Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation (X OLSSON ASSOCIATES Exhibit E-1 Corps of Engineers Authorization OA Project No. 010-2096 October 2010 Revised March 2011 626 21 V, Road 1 Grand Junction, CO 81605 1 970.263.7800 1 Fax 970.263.7456 REPLY TO /MENTION OF DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, SACRAMENTO CORPS OF ENGINEERS 1325 J STREET SACRAMENTO CA 95614-2022 September 22, 2010 Regulatory Division (SPK -2010-01120) 13rett Fletcher Westwater Engineering 2516 Foresight Circle #1 Grated Junction, Colorado 81505 Dear Mr. Fletcher: T atn writing to you regarding your August 24, 2010 request for a Department of the Army permit for the Divide Creek Crossing project, This approximately 0.227 -acre project involves activities, including discharges of dredged or fill material, in waters of the United States for the placement of two utility lines in an often trench cut across Divide Creek and its associated tivetlands. Efforts to directionally bore under the creek were unsuccessful. The project is located on Divide Creek, within the SW1/4 of Section 12, Township 6 South, Range 92 West, Sixth Principal Meridian, Latitude 39.5402°, Longitude -107.6215°, Town of Silt, Garfield County, Colorado. Based on tire information you provided, the proposed activity, resulting in the temporary impacts to approximately 4.227 acres of Waters of the U.S., is authorized by Nationwide Permit Number 12. Your work must comply with the general terms and conditions listed on the enclosed Nationwide Permit information sheets and the following special conditions: 1. To document pre- and post -project construction conditions, you sltall submit pre - construction photos of the project site prior to project implementation and post - construction photos of the project site within 30 days after project completion. Additionally, you must document successful restoration of wetland impacts through photographic documentation by the end of one growing season. 2. ff you discover any pr°eviously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you mist irmitediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register. 3. You nrllst also sign the enclosed Compliance Certification and return it to this office within 30 days after completion of the authorized work, -2 - This verification is valid for two years froin the date of this letter or until the Nationwide Permit is modified, reissued, or revoked, whichever comes first. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. Failure to comply with the General Conditions of this Nationwide Permit, or the project -specific Special Conditions of this authorization, may result in the suspension or revocation of your authorization. Please refer to identification number SPK -2010-01120 in any correspondence concerning this project. If you have any questions, please contact Travis Morse of our office by entail W. JThvis.Marse(a usace.arrr n ii or telephone 970-243-1199 x17. For more information regarding our program, please visit our website at wuw,spkusace.army.mi ireRrlalaty,lrttnl. We appreciate your feedback. At your earliest convenience, please tell us how we are doing by completing the customer survey on our website under Customer Service Survey. Sincerely, gloftio-i Au -a Susan Bachini Nall Chief, Colorado West Regulatory Branch. Enclosures NW? 12 Compliance Certification Copy furnished without enclosure Mr. Jerry Alberts, Antero Resources, 1625 17th Street; Suite 300, Denver, Colorado 80202 Mr. Steve Statney, Town Administrator, 231 North 7tStreet, P.C. Box 70, Silt, Colorado 81652 Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation OLSSON ASSOCIATES Exhibit F - FIRM Map OA Project No. 010-2096 October 2010 Revised March 2011 826 21 V, Road j Grand Junction, CO 815051 970.263.7800 1 Fax 974.263.7456 30°31'52.6' 107°37'30' 3 376000 M ZONE x JOINS PANEL 1113 'm67811(4)111 Hen rl Insurance Program at (HOW 63B.0620. MAI' SCALE 1" BOO' 75a — .1. 600 10 fl IO di ii 11-1 PANEL 11110 All _il FIRM ii lg. FLOOD INSURANCE RATE MAP d lad (JARPIGLI) COUNTY, COLORADO '7111ill (UNINCORPORATED AREAS) 4IJ „xi PANEL 1111 OF 1900 al MI IMP meta Foe rata "hitt kAYOUat d iili 4, FCYr417111_ Meat "Ala, MU, CA Mrne e4u11,Y,. %taaQaM..rte /MAD leaz0 1,1. 0 ALM i'l311111 72111, 1II E1 I 0413.. h Limn D. Nap Ma1...1rown Ir.w rrt•11. ...I i Nr+ni:k aht 1rw, 1illi ea. !an .id+ 11 M Yikr.>N+. hf M �1y�1 1 7" '1",1;.-.!::.,. III 111 .un^*.+tY IE11' HUMBER Tttttrn 08D2 511110 (AlMAP .aut," h1111u Tun MAP REVISED: .35 AUGUST 2, 2006 r dim 1d, Federal Emergency Management Agency 1 278000M1716 le en o1elal copy oI a p°dian of tho eiw ai reTefenced Rood map. 11 Nays exrraetad ucing F -'MIT On4JA. TMs map dole nol Ia1ecI ehenpw 01 emendmcnle Meeh mry haw been Medi° eubeequeel to She date °nlho tare block, For the latest product Inkwrneli on ■hart Net ooze Flood Ineurenco Provide Road reap% chock the Fel.% Reed Map 81cue et xmv,foie .fern e.g°v Floodplain Development Permit Parcel # 2179-114-00-114 Antero Resources Corporation OLSSO \11 ASSOCIATES Exhibit G - Grading Permit OA Project No. 010-2096 October 2010 Updated March 2011 826 21 'Y. Road 1 Grand Junction, CO 81506 1970.203.7800 Fax 970.203.7456 108 au, Street Selo 401 Glenwoo I Springs, CO 61601• Prone' (870)945.6212 Fax: (970)384.3470 Project Address LSILT, CO Parcel No.. Araaovrrn Issue Date: 716/2010 Expires: 01110212011 Tract No. mock No. Lot No. S2c1i611 Township 217011400114 114 Owner Informatter) Address Dixon Water Foundation Dixon Water Fo 6060 Central Expressway Dallas TX 76206 • Phone Cell 214-521.8200 Contractor(s) Phone Primary Contractor Woh11ng Construction (1970)241.6637 Yes Proposed Construction 1 Details Foos Duo _ Amount Major Grading Fee 5400.00 Total: $400.00 Tuesday, July 6, 2010 Valuation: Total Sq Feet: $ 0.00 255000 Required Inspections: For rnsit actions tail 1(866) 701-3365 lnspecnon IVR See Permit Record !Building Department Copy 2 GARFIELI) COUNTY GRADING PERMIT APPLICATION 108 IP Street, Suite 401, GIenwood Springs, Co 81601 Phone: 970.945-82121 Fax: 970.384-34701 Inspection Lino: 970-384-5003 ty„nv. p geld • cte u n tr, co rn STAFF USE ONLY Spectral Condit Mons: - - Panel No:: (this infonnxti{c�rr IsavailM the as stigma r ee. VL i1 ctc t.a frac/920-945.9134) d.1Lir, t�S'i please rovi/de�Cs, Hwy or SUM Name e V►1 '}fort �ry fj / A j j{ / - f Vi it _Pfi►f 4W! AL r+tl)1( & City) or and legal &ssccript hent} £4/ Aii Ael(it/S.$ rdie- Nc.1,'41, Subd.I Exemption: 2 Job Address: (if iddrels has not been assigned, See �/i ��1C �1 J 3 Lot No: / Block No: j 4 Owner: (proptrtyowner') Ah hea eid.'41 P, 7tfrne-. Mailing Address I (s +� ,.5vi� 3oL), i)tnvv Mailing ddr�/u o Gro., v C1run 17 t sitreJ- wn Co GZi'L 7r %y l3 1Ct+.� 4a rnwt v-, f 611. Yd. of Grading: Ph: 303'357 7 u Ph: _��ld'2`�!'�a(3�i Pb: 30 pr's/ 37y 3 Y An Ph; 303 S I - 13A Alt Pia: 8• 5.0 •.6900 Alt Ph: 1Z 9� `�2'L C nirnoto : it�_ ('i�t�ah �tsiv]`Ir>x{ gn 6 rcbllectl ,B� gi eel: qvo'.„ ln1wnr. Veerty S oti itt.IIen '' M €IIng Address d 3ff _ti'.1.—u 6 - e 7 Sq. Pt. of Grading'. .ti- G S1 Gtr c1 S Dcscr1bo Work: ++ +! ] krj.14f]Ie„-kon /l'fia le infCavintrp 1 04- 0,t; 1i " i45 )l)ry,. ,v 'i 1ro / ,renrr,l'S» ) AO-tt,'0',5 Vfn1t�' r► i MC4'i y.Scths MUST BE LOCATED PRIOR TO Ai GRADING ALL UTILITIES Amji3Oritr. This applic .*ion for 'sliding Permit roust be Signed by tetter of authority, abed by he Owner, muni be provided Pel a1Atst-r%r AGrading Penni! canrwtbe Issotd without paoofoflegal NOTICE the Owner &tithe property, descam d Nish Oda Appltc alines and adequate Boons to the parity Meet—lea' Permit, (2) County ISM Pennil, et- Dile/urge Penni t fl not comms o€ ed tall)) is 1t 0 drys CERTlUCATSON contained above is true and cornet a1 a), ba sed Upon my se tti liras on a Permit will be leaved gran dog agents with comply mai provisions of 1 Behan IMSP that the Pernsit tome with County Regulation(s) or arph, &Uri-bed'1»nt. to looped the I f alfa', discovered eller issuance; or (2) work by the Building Department do compliance with frdrfah stare sad total RS TANI)11CS NOTICE & CERTIFICATION DATE above, or on Ithaised agent. !Tale signature Wow is not that of the Owoar, a separate - for purposes of inspettioasbythe Building Arputment (3) another pr malt required for use on the prop/ rtyldeotMed above, a g. Stale or of ti to data of issuance and if work is to sp so is d or abandoned for a period of 110 I understand that the flill ld;ng Department ac .opts the Appti Ilton. along with the plans as to Bear icy. parer/Won some, al Owner, to coo atrust the atrrutute(a) anti facllitiea detailed on the any federal, rota or local law regulating Ina work and the Oar6eld County Building Cods, may be ivapended or revoked, upon notice Isom the County. If the loom:ion. enrnW<tion or tray other applicable Iaw, work. 1 further aclosowledge that Sha issuance of the permit dots not prevsrrt the lltrtlding stopping tonitRletian come of lb a structure (s) or factlhty(ie a) i suet,1r in violation of not constitulo an atetpeanca of aeiponsibilily or liibllityby lea County of intern, ornl,alonI laws and Corr y Regulations rest with roe and my sothotitad agents, inelud{ng without AB OVEe - - Qllterpymits, M0>lople separate pc mita may kg requicod: (l)Slel a County 1 f ighwayl Road Acute or a Stale %Yetlaw et Vold Pe r MI I. A Permit becomes null and void ((the work authorised hereby omit), ad apseiScadons As nimbi submittal' In con aiden IS DS aqui use of the I hereby grant Oft31la1 frac: Couoty'Usti, Roview ofthil or diraepancies, limit Mimi coy T I TEREBY days after romroeoce tent that 1 hav t read this Application and that the Information and other dela submittid Ly use or on my bee al f (submits coroplmete as oftho tubmipala and approval of this Application, reviewed by the Building Department. than ofths imams of aha g Pemrlt, 1 agree that 1 and my alked Bad applicable land use regulations (County Rtguletion(i)). atrvttuu(a) and fae Dity(is a), described above, ere Dol i0 comp ptrrNtslm to tha Building Department 10 OR lho pro (1) requtrtog the correction of errors In eta submittals, WOW or any other spplitable We, Application, including rubmitta e, and inaped ons of the As the Owner, t acknowledge that rrnpons bit ty for arrhib it doalgner, aoginecr Ind, or builder. ACKNO WI.fiDGB T LCAT 1 DAVE BEAD AND UN DE OW s s1GNAT r - STAFF USE ONLY Spectral Condit Mons: - - Teres Paid 1–k-) & Dntol 0 .1)k) IS Li\ I° Permit ee: , 'CN— IlaktnceDoc: Gradin Permit: * , hsuc Date: ,Y 0 \to\ �. Q 10 3ulllting�� €rannln � qt�� APPROVA —." 1 -. DATE Table of Contents Garfield County Grading Permit Application Form Section 1 Grading Permit Application — Description and Back -Up Section 2 Vicinity Map and Pipeline Site Plan Section 3 Garfield County Noxious Weed List Section 4 Antero Resources Stormwater Management Plan Section 5 Major Grading Permit This permit application is considered a Major Grading Permit category due to the square feet disturbed (approximately 255,000 square feet). 1) Revegetation and Reclamation Plan — see attached ii) Financial Security -- Antero will provide a letter of credit or bond upon Garfield County's request, if required. Based on Garfield County's r eoannacndation (Section 4 of the Weed Management and Reclamation Plan) of $2500 per acre, it is estimated the reclamation cost is $15,1100. Plans have been stamped by Professional Engineer Registered in Colorado -- not required for pipeline excavations of this nature. Pipeline Project Although not required, the Site Plan does include some topographic contours in the area. The final grade after the pipeline installation will be the same as the existing grade prior to installation. Approved State Storrnwater Management Plan —Tae most recent version of Anlero's SWMP is attached for your review. Soils Report Not required as the maximum depth is less than 15 feet (actual anticipated depth is 5 feet) and the native slopes are less than 25%. Drainage Report Final grading is not anticipated to change the native drainage patterns. The existing drainage patterns will be maintained after the proposed pipeline installation, Grading Permit Fee -- see enclosed check frons ,Antero Resources in the amount of $100,00 and made out to the Garfield. County Treasurer. addition, the weed treatment program will commence in the spring at the beginning of the weed growing season and after the weed survey has been completed. The weed treatment program consists of at least two treatments per year to address annual and perennial weed species. The treatment programs will be conducted in accordance to the recommendations presented in the weed survey report, The ROW will be inspected every two weeks after completion of construction to insure reseeding is effective and the weed control is working. The weed treatment program and reseeding efforts will enhance in response to the findings of these inspections. Section 3 -- Site Revegetntion and Reclamation Reseeding of the ROW will occur in the tate-April/early-May timeframe depending on the weather conditions at the time. Antero will reseal the native ground with the seed mixtures listed below utilizing a tractor mounted delivery system A portion of the ROW is on agricultural land and that section of the ROW will be reseeded with the appropriate crop as requested by the landowner. Antero proposes to use the following seed mix: Div Land Mix Pure % Gcrm% Origin Crested Wheatgrass, Hycrest 19.58% 94% CAN Smooth Bronze, Lincoln 18,17% 95% KS Perennial Ryegrass VNS 14,99% 90% OR Slender Wheatgrass, Revenue 14,62% 96% CAN Orchard grass, Renegade )4.37% 90% OR Tetraploid intermediate Wheatgrass, Oahe 9.64% 94% WA Dahrrrian Wildrye, VNS 4.96% 98% CAN Irrigated Lana) Mix Orchard grass, Potomac 32.0% 90% OR Tall Rescue, Rustler 22,55% 92% OR "tetraploid Perennial Rye grass, Verona 19.5) % 90% UK Smooth I3rome, Lincoln 13.17% 95% KS Plant hydration, if inadequate through natural means, will be provided by tractor/truck mounted sprayers on an as needed basis until adequate re -vegetation has been established. Due to the gentle slope of the ground along the entire ROW, it is not expected that mulch or juke mals will be required to hold vegetation/seeds in place during the revegetation process. If a particular area warrants one of these stabilization methods, it will be utilized as needed. THIRD AMENDMENT TO SURFACE USE AND DEVELOPMENT AGREEMENT This Third Amendment to Surface Use l nd Development Agreement ("Third Amendmont"j Is entered Into and made effective this day of n e , 2010 ("Effective IJate") by and between the Dixon Mater Foundation, a Texas nonprofit corporation ("Dixon Water Foundation") whose address is 6060 North Central Expressway, Suite 305, Dallas, Texas 76206, the Discovery Foundation, a Texas nonprofit corporation ("Discovery Foundation") whose address is 6060 North Central Expressway, Suite 305, Dallas, Texas 75206 collectively hereinafter called "Owner", and Antero Resources Plceance Corporation, a Delaware corporation (successor In interest to Antero Resources II Corporation) whose address Is 1625 Seventeenth Street, Suite 300, Denver, Colorado 80202, hereinafter caned "Operator," Owner and Operator may be referred to Individually as a "Party" and collectively as the "Parties." WHEREAS, the Owners' predecessor -In -Interest, Valley Farms, Inc. (as "Lessor") and Operator (as "Lessee") are Parties to that certain Oil and Gas Lease dated August 23, 2004 covering certain lands in Garfield County, Colorado (the "Lease"), a memorandum of which is recorded in the real property records of Garfield County, Colorado at Book 1635, Page 630, Reception Number 662661; WHEREAS, by a CONVEYANCE AND ASSIGNMENT WITH RESERVATION OF 2.1305% INTEREST recorded as Reception Number 741915 In Garfield County, Colorado, Vailey Farms, Inc, conveyed all of its Interest in the minerals covered by the Lease to the Dixon Water Foundation and the Discovery Foundation and also assigned all Executive Rights under the Lease to the Dixon Water Foundation; WHEREAS, the Dixon Water Foundation or the Discovery Foundation own the surface fora tract of land located in Sections 9, 10, 11, 12, 13, 14, 15 and 16, Township 6 South, Range 92 West, located in Garfield County, Colorado, which Is referred to hereinafter as the "Property"; WHEREAS, Valley Farms, Inc. and Operator entered into a Surface Use and Development Agreement ("Original Agreement") dated July 13, 2006, as amended by the First Amendment to Surface Use and Development Agreement ("First Amendment") dated July 10, 2007 end as amended by the Second Amendment to Surface Use and Development Agreement ('Second Amendment") dated January 27, 2010, whloh agreements set forth the mutual understanding of the relative rights and obligations concerning oil and gas operations on the Property. the development of the Property as a planned unit development, terms and conditions for the coexistence and joint development of the surface estate and the oil and gas estate, and the development process for the two estates; WHEREAS, Valley Farms, inc. has conveyed all of Its interest In the Property referenced In the Original Agreement, the First Amendment and the Second Amendment to the Dixon Water Foundation andfor the Discovery Foundation ("Owner"); WHEREAS, the land use approvals for the Stillwater Planned Unit Development which was contemplated In the Original Agreement, the First Amendment and the Second Amendment have been revoked and the property has been de -annexed from the Town of Silt; WHEREAS, Parties have now operated under the terms.of the Original Agreement, Iho First Amendment and the Second Amendment for four years, and changed circumstances require certain minor amendments to the terms, conditions, and descriptions described therein; and, WHEREAS, the Parties desire to set forth their agreement concerning further amendments to the Original Agreement, NOW, THEREFORE, in consideration of the mutual promises contained herein and in the Original Agreement, the First Amendment and the Second Amendment, and other good and ACKNOWLEDGEMENTS STATE OF COLORADO COUNTY OF DENVER Ori this day of , 2010, before me personally appeased Brian A. Kuhn, known to me to be Ilse Vico President of Antero Resources Piceance Corporation and that he executed' the within and foregoing instrument, and acknowledged the said Instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein set forth. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. My Commission Expires. STATE OF TEXAS )§ COUNTY OF DALLAS Notary Public June On this 16 day of-Jai:meet, 2010, before me personally appeared Clint Josey, known to mo to be the Chairman of the Board of the Dixon Water Foundation and the Discovery Foundation and that ho executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses end purposes therein set forth. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. My Commission Expires: ISABELLE A MORD • NOTAHW PUBLIC r Sisto oI'foxes Comm. Exp. 02.26.2011 --'44+ ',A.). •+-v*y Notary Public PIPELINE EASEMENT AND ItIE fl T OF WAY STATE OF COLORADO COUNTY OF GARF1ELD § KNOW ALL MEN BY THESE PRESENTS: This Pipeline Easement and Right of Way Agreement ("Agreoment") is by and between JEMMY S. SIMONSON AND BRENDA S. SIMONSON, whose address is 2045 County Road 311, New Castle, Colorado 81647-9617 ("Grantor") and Antero Resources Pipeline Corporation, 1625 Seventeenth Street, Shite: 300, Denver; Colorado, 80202 ("Grantee" or "Antero" ). RECITALS A. Grantor is the owner of the surface ofccrtain lands, pard of which is described on Exhibit A (the "Lauds"), B. Grantee wishes to receive a right of way and easement across the Lands as such right of way and easetnent is more particularly described on Exhibit A (the "Easement"). C. Grantor wishes to grant the Easement to Grantee and Grantee wishes to accept the Easement and use the Easement, all pursuant to the terms of this Agreement, GRANT OF JUSEMENT AND AGREEMENT Now therefore, for and in consideration of $100.00 and other good and valuable consideration due receipt and sufficiency of which are hereby acknowledged, Grantor and Grantee agree as follows: 1. Grant of tb Jasernent, Grantor hereby grants, sells and conveys to Grantee, its successors and assigns, a free and unobstructed easement and right of way as dest rlbed on Exhibit A, to bore under, construct, inspect, maintain, repair, operate, alter, replace, relocate, change the size of, abandon in place and remove at will, in whole or in part, no more than three pipelines up to 18 inches in diameter each for the transportation of oil, gas, petroleum and other gases, fluids or substances which can be transported thmugh a pipeline and appurtenant facilities Thereto, including pipeline location markers, graphite and steel anodes and other devices for the control of pipeline corrosion, and similar appurtenances as may be necessary or convenient in the operation of said pipelines) under the lands described in Exhibit A, No above ground appurtenances of any type or kind may be placed upon the Easement other than the pipeline location markers. No surface use of the Easement is authorized other than as set forth above without the express written consent of Grantor. 2. The Easement, The Easement shall be 20 feet in width described by metes and bounds and as shown on Exhibit A, The pipeline shall be bored a minimum of 60 inches deep. Grantee's And Grantor's Use Of T1j Easement. Grantee shall have all of the 3 8. Entire Agreement. This Agreement constitutes the entire understanding among the Grantor and Grantee, their respective partners, members, trustees, shareholders, officers, directors and employees with respect to the subject matter hereof, superseding all negotiations, prior discussions and prior agreements and understandings relating to such subject matter. 9. lRcservatlon by Grantor. Grantor hereby reserves the right to use the TEasernent in airy manner that will not prevent or interfere with the exercise by Grantee of its rights hereunder. In witness whereof, Grantor has executed this Agree lent on the date set forth In the acknowledgments below. STATE OF COLOR/030 COUNTY OF GARFIELD Brenda S. Simonson ACKNOWL1;»GMENTS The foregoing instrument is acknowledged before roe, n notary public. this day of 5u,pe , 2010,by bpkaik • %t it' c + . Witness nay hand and official seal. My commission expires O t.+ L°) Mr), k DAVID M STIUe M NOTARY PUBUO FAY 0t 1y1Nb6ION EXPIRES 11/131201 Notary Public 5600 5590 5570 6 i j ,. .1-1 s . 7 { t -J - ` t- 3• --1—---�-..J._...,..%•..-L ... a .- .._.,. t f_ 4 ` ; 1 Ir.:reel-1i ar rewnr_ :-- 5560' E --' • 5540 9 5600 12' Pipeline Alignment Plan Valley farms J Pad To Metinn A Pad Vnuate in Sections 12 and 13, Township 6 South. Range 92 West, of The fah. PJL, Couray of Garfield State of Colorado. 4 5520; 55514' •• 34 .i2 .WAY £S III'S IVETFC{ grcsonY poPr?6 5540 • 9 9 12".1 4PIPELDgE , Bumf Deem I a c---=-' ' 5510 i a _���. ......i .•# �4...o.�i • SSW i !_ 1 , ' ulas-T HG.GR/R1 gactrrampir ma r. rs4 46+00 47+00 48+00 49+00 50+00 1o0. r 70Y River Valley Survey, lee. 110 East 3rd_ Sulam Spite 213 Co4arado 81650 Pb: 470-379-7846 Graphic Stall i1 Feet 3 200. re 91112.12CE 44.1t:0167* ■626. ti M.Leti YRCIWZ Mal TO TUC[A. A tM Swazis, Is: 22 & 267.765_ AL 9.2 CL•. ei ih, 6926 P.M_GaScW COMM. Col.1dp Cr'N. ttv:•ta V2-srutt5 tLc IZCITERC Project PIPELINE ALIGNMENT Fuld Due; 05-12 f0 Sc 1"= 200' Dade. 05-27-10 Shaft:6 of 6 A g 0 0 8 5588.1 5583.36 5587.6 5583.56 5587.6 55889583. 5583.98 5589.1 5584.1 5589,4 5584,3 5T8940.5% 568.9 5584.80 59511721 5587,8 5583,76 5587.3 558322 5586.8 5582.7 5586.3 5582.13 5586.0 5581,58 5565.2 5581. 4 55,4,7 5580,49 5584.2 5579.94 5583 4 5579.110 5582,6 8 5515 5$92.0 5578,31 58117 5577,76 5581.6 557722 5581.t 5576,67 5581.1( 5576.13 5580. 5575,58 5580.1 5575.03 5579.2 5574,49 55555555:777:13888. p49: 0604 -5572:B5 577.8 572.31 57/21.0 55553.8432 5579,6 55557479. 2. 73 o 5575.05 o 5580.0- 5575.87 5579.9 65557747..374 55n36 575.0 5555731 5568.41 n Er) 0 0 A et ru tl ... .......m. •••, ,. 4491,110nUeNO3 AR •-,.- , ji.,..,r ) 11 ....:',. .--.i--i--.-I 7--..-. ••---,-. iq.!;rilto---1. . 00 in 55 551 window 12" Pipeline Alignment Plan Vasey farms J Pad To McLin A Pad Situate in Sections 11 and 12, Taums3ip 6 South, Range 92 West. of The 6th. P.M., CCtvuy of Garfield. State of Colorado. 5510 5490 548 5470 5460 5470 w^- vzFr: 3 -20. gazarr4zum Cc"J 71 C.1 sn 28+00 29+00 r. 0 a+a ICJ'n ka L't a' V m V)''a,1 v in '41 too') �n'a cw Cl n r" vu) cicl SCr { ..-a mV toCI Q+ stn at) Asn a^),0 rt 46 C.- 40 30+00 31+00 32400 33+00 34+00 35+00 36+03 .37+00 100' a• Craphic Stab is Feet 1"=200` KAHUNA Vrani= cu A T€ao P—SOUZCES River Valley Survey, Inc 1 I0 Eau 3rti. Street. Suac 293 /tine, Colorado 8100 Ph: 970-379-7846 LT' p AU 1CCCrIt.lC 'VACCIY V.10:151 MADT° Necuri Aran Sirmir &ekes II & IZ. TSS- L 92 W. of I (kilk Caradd Canoty.Cotoado 1YICLIN EXTENSION Field Darr. 05-12-10 Seale 1"= 200' Date_ 06-M-2010 Sheet: 4of7 PIPELINE EASEMENT AND RIGHT OF WAYAGREEMENT STATE OF COLORADO COUNTY OF GARFIELD KNOW ALL MEN BY THESE PRESENTS: This Pipeline Easement aril Right of Way Agreement ("Agreement") is by and between ROBERT M. REQULSKI whose address is P,O.I3ox 9, Rifle, CO 81650 ("Grantor') and Antero Resources Pipeline Corporation, 1625 Seventeenth Street, Shiite 300, Denver, 80202 ("Granteo" or "Antero"). RECITALS A. Grantor is the owner of the surface of certain lands, part of which is described on Exhibit A (the 'Lands"). B. Granteo wishes to receive aright ofway and easement across the Lands as such right of way and cascmentis moro particularly described on Exhibit A (the "Easement"). C. Grantor wishes to grant the Basement to Grantee and Granteo wishes to accept the Basement and use the Easement, all pursuant to the Tams of this Agreement. p1ZANT OF EASEMENT ANI) AGREEMENT Now therefore, for and in consideration of $100.00 and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged, Grantor and Granteo agree as follows: 1. Grant of the Basement. Grantor hereby grants, sells and convoys to Grantee, its successors and assigns, n nonexclusive casement and right of way as described on Exhibit A, to lay, construct, inspect, maintain, repair, operate, alter, replace, relocate, change the size of, abandon in place and removo at will, in whole or in part, no more then three pipelines up to 18 inches in diameter each for the transportation ofoll, gas, petrolcurn and other gases, fluids or substances which can be transported through a pipeline and graphite and steel anodes as required by law. NO surface structures of any typo or kind may be placed upon the Easement other than tho graphite and steel anodes. No surface use of the Easement is authorized other than as set forth above. 2. The Basement. Tho Ilascnent shall be 50 feet wide during construction, reverting to 20 feet in width described by metes and boundsand as shown on Exhibit A. The pipeline shall be buried aminimum of36 inches deep. Grantee shall also be entitled to use an approximate 100 foot by 100 foot site of Grantor's additional land ("Additional Lands") as shown on Exhibit A for tho purposes of pipeline construction and boringtutder Bast Divide Creek and this right is to terminate upon completion of the initial conslniclion. Grantee agrees to pay Grantor any and ell actual damages that Grantor suffers by reason, of Grantee's use of said Additional Lands. 3. Grantee's Use of the Basement. Granteo shall have all of the rights and benefits necessary and convenient for the Atli enjoyment and use of the Easement and the rights herein granted, including, without limitation, the right of ingress to and egress to and from the Basement; provided, however that such Ingress and egress shall be via the Basement only; and the right from timo to time to art all trees, undergrowth and other obstructions that, in Grantee's sole judgment, may injure, endanger or interfere with the Grantee's use of tho Easement. Gratstor shall not constant nor permit to be constructed, any house, building or any other structure or facility on the L+ascinent. without the express prior consent of Grantee, such consent not to be Unreasonably withheld. Grantor agrees not to change the grade, remove diri from tie surface of the Easement or impound water over the Basement without the prior approval of Grantee, such consent not to bo unreasonably withheld. 4. Covenants tinning with the Land. This Agreement, together with the other provisions of this grant of Basement, shall constitute covenants running with the land, binding upon Grantor, his heirs, legal representatives, successors and assigns, for the benefit of Grantee, its successors and assigns. Grantee's rights hereunder may be assigned in whole or in part to one or more assignees. mum' A fescrJDtla gthepassmen{ Sea attached survey plat END OP B)WIB3i A 3 Divide. Creels lore 'garlioid.. County Construction Permit fo ttsft�l�atigrt4£ U1iii i_es ill. Piib1 Rig�f-of W x � Applicant Name: Antero Resources Address: 1625 17th Street, Type of Installation: Road Bore Purpose: Bore Length of Installation: 150 County Road: CR 311 Nearest intersection or Address: Intersection of CR 311 do CR 346 Distance from Intersection or Address: 100' -1+ Direction from Intersection or Address: South Side of Road: Pull Road Width Estimated Construction Schedule: Start; 6123/2010 Permit Number: 6111310-U-36 Finish: 712312010 Request for permission to rnako the above installation at the location specified is hereby granted, subject to the following terms, conditions and special provisions: I. It is understood that the Applicant will cause the installation to be made et no expense whatsoever to Garfield County and that the Applicant will own and maintain the installation upon completion of work 2. The Applicant shall maintain the installation at all times and agrees to ]fold harmless the County of Garfield and its representatives, agents or employees from any and al! Liability, loss and damage which may arise out of or be connected with the installation, maintenance, alteration, removal or presence of the installation above described or any work or facility connected therewith, within the area covered by this permit. 3. The entire installation repairs and clean up shall be completed prior to: 7/23/2010. 4. The traveling public shall be protected daring the installation with proper warning signs or signals both day and night, and warning signs and signals shall be installed by and at the expense of the Applicant and in accordance with directions given by the Board of County Commissioners or their representative. No open trench shall be permitted in the traveled roadway after dark, unless othenvlse specified in the Special Provisions below. 5. If the Board of County Commissioners so requires, Applicant shalt mark the installation at the designated locations in a manner acceptable to the Board of County Commissioners or their Representative. 6. In the event any changes are made to this county road in the finture that would necessitate removal for relocation of this installation, Applicant will do so promptly at its own expense upon written request from the 13oard of County Commissioners, The County will not be responsible for any damage that may result in the maintenance of the county road to installation placed inside Public Right -of -Ways Limits. 7. Applicant will be required to shut off lines and remove all combustible materials from the right-of-way when requested to do so by The Board of County Commissioners because of necessary road construction or maintenance operations. 8. Where the installation crosses the roadway, it shall be encased in pipe of larger diameter and the crossing shall be as nearly perpendicular to the roadway as physically possible. This Lnstallation shall be installed by the method of boring or jacking through beneath the road surface: however, open cut shall be allowed up to the edge of the surfaced portion of the county road. No water shall be used in the boring, and no tunneling shall be permitted. If boring is not successful then arrangements should be established with the County for possible excavation methods. S. Replacement of Magnesium Chloride Surface: False. If true, person Issuing permit will give specification on replacement. The length of the road surface damaged by utility installation will require replacement. This will include the hauling of equipment and materials. ' 6. Certified Traffic Required? False 7. Work Zone Signs Required? True Representative of the Board of County Commiss one of Garfield County, Colorado In accepting this permit, the tmdersigned, representing the Applicant, verifies that he has read and understands all of the foregoing provisions: that he has the authority to sign for and bid the Applicant: and that by virtue dills signature, the Applicant, is hound by all the conditions set forth herein. ; COUNTY CP ITIS ICTISIBL IT - ]FY WITHIN TO AE RI�DUUfIBAIPLANIRESPONSOR VERIFYING THE VITENCE O kL NEC , S RIGHT-OF-WAY FOR THE PLACEMENT OF THE UTILITY. Utility Permit Applicant Antero Resources BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS 'The Contractor., whose name and signature appears below, certifies and agrees as follows: 1. The Contractor shall comply with the provisions of C.R.S. B-17.5-101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien to perform work for the Board of County Commissioners of Garfield County, Colorado ("BOCC") or enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to participate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply with the requirements of C.R.S. 8--17.5- 102(2)(b). 3. The Contractor shall comply with all reasonable requests made in the course of an investigation under C.R.S. 0--17.5.102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S. 0-17.5-101 et seq., the BOCC may terminate work for breach and the Contractor shall be liable for actual and consequential damages to the State. 4. If the Contractor is a sole proprietor, the, undersigned hereby swears or affirms under penalty of perjury under the laws of the State of Colorado that (chek one): I am a United States citizen, or X am a Permanent Resident of the United States, or I am lawfully present in the United States pursuant to Federal law. I understand that this sworn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state law requires me to provide proof that I am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply with the requirements of C.R.B. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18--0-503. CERTIFIED and AGREED to is day of .77,ti3 _ , 200a. CONTRACTOR: AMTO `Csources GRI1 O -U-36 or Social Security Number R N rJ P. a 2.4 4 ; 5588.1 0 5583,3661 5587.6 5583.56 5587.6 $ 5583.77 5588.9 5583.98 5589.1 5584.181 589.4 5584,39 5590.0 5584,55588,99 to w r w S 5584.80 5588.3 5.,7 8 31 5587.8 5583.76 5587.3 5583.22 5586.8 f5582.67 5586.3 5582.13 c 5586.0 _n (` X581,58 5585.2 , 5581.04 5584.7- -5176747,_ 5584,2 5579,94) 583., 5.79.40 5582.6 5578.85 5582.0 5578.31 558 .7 5 77.76 5581.6 5 77,22 5581 6 5576,67 5581,4 5576.13 5580.8 X5575.58, 5580,1. 5575.03 5579,2 574.4 5578.6 573.94 5578.0 T8=40 L 5578,0 5572.85 5577.8 /5572.31 5577.8 5-572.601 5578.3 5 73.42 . 5579.6 5574,231 5579.7 7 15 051 5580.0 5575.87' 5579.9 574 34 5577.7 5572.36 5575.0 , 5570.39 5573.0 5568,41 I nr s t_j i ur tri (A cri 0 0 0 1740 0 1 552 1 551 550 54 543 547 546 12" Pipeline Alignment Plan 4NIPX\_ Valley farms J Fad To McLirt A Pad situcde in Sections 12 and 13. Towns6 South, Range 92 Wet. of The fith. RAC. County of Garfield,. State of Cobrado. 23+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 5520 5510 ?. ' 100' 0' 100' 5500 r--11/11—Amiam/iJ Graphic Scale in Feet 5490 200. 5480 5470 5460 River Valley Survey, Inc. 110 East 3rd. Street, Suitt 213 Rifle, Colorado 81650 Mr 970-379-7846 Jr' rerun .hariprmerr pr-ari Y.ar.r.sa-rAsratsr moTo aramar no Slenate Sections12 & 13, T6&. IL 92 W. of nic 6t1 Pm, CNk1dCoIy, Cokendo 5. . Praia:ft PIPELINE ALiGlefilasIT Field Dstft 05-12-10 Date: 05-27-10 Sbee 4 of 6 1"= 200' 1 --‘-`. , 2 ; PI) 'crk`i if,,, • \ 2...;.---2, 1 . I ....,,, , sAO•1 - , , ::: l• , . . --..., ,a,,, .- . .,...., . 11 , f .10 . • 1 ' ' ,..., ,.. raill1111 111111111111 11 tr.) ft: < 11111111111111111111111111 -11141, ... ,-- . 1,,,, , •ii mitarim ,.,. ,, •• ilik Iiiiiiiiiiiiii1U A Ilium riarwA , 'NM 1 04 • 41.4:01 • • A NINO . • 1 20' 0 ..,_., . • .• , - \ ,,, I f C -131 PEPI .• W:-CZ(*)C4CliCZClil-:iii:R.,:e6C..i6 -u., u, 4.,n, .7poo ,,,, t„v),,,,T4 ,,,to r:r+Q. io ,i.jun o0:7' ,,,..,r ..ori tio'° ,,,z. cr- ,,„ to so c° ,,,..er woo t... t• ..y..i. ,,tr)„ r-- N .,:,..v fin Nti `0 ,,,.. v• u, :t V-- c.P.6f;,...i 'Dev:0 ,...r LO .., --. ,,...zr- tote) 1.- c! Fa ,,,,,..1- u., a) o:r40 '-' ce=,,e; g VA%"i°-*AI'd ,..r LO,L01,0 .er .„,,,v- C' - 1:2 -.: ,..er ps) clefr mr- . in ... o li"c; .4,..4-..„."a• ioitY ,- ioln 01 to "I",:. C° iniAl2 23+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 5520 5510 ?. ' 100' 0' 100' 5500 r--11/11—Amiam/iJ Graphic Scale in Feet 5490 200. 5480 5470 5460 River Valley Survey, Inc. 110 East 3rd. Street, Suitt 213 Rifle, Colorado 81650 Mr 970-379-7846 Jr' rerun .hariprmerr pr-ari Y.ar.r.sa-rAsratsr moTo aramar no Slenate Sections12 & 13, T6&. IL 92 W. of nic 6t1 Pm, CNk1dCoIy, Cokendo 5. . Praia:ft PIPELINE ALiGlefilasIT Field Dstft 05-12-10 Date: 05-27-10 Sbee 4 of 6 1"= 200' 1 5600 5590 5580 5579 5560 5550 5540 5530 5520 5510 5500 46.00 47+00 48+00 49+00 50+00 5600 5590 5580 5570 5550 5540 5530 5520 5510 5500 12" Pipeline Alignment Plan Valley farms J Pad To McL;n A Pad Shen. Sections 12 aro 13, Ta-.onsrto 6 South, Range 92 Wes of The 5th_ P.M, Cou a'y of Garfield, Sime of Colorado. 6th 3!' 114,0 AT a vet DEPTH - ir ens rss ..one AT BURY arr 144' 0. no. Graphic Scatc in Felt 1"+ 200• River Valley Survey, Inc. 110 Fast 3rd. Street, Suite 2L3 iti#Ie, Colasado 31650 Ph: 970 -3'n -7S46 y"'(Zt' CALS�.,Y�ILtiTY'I.SK vAJSEYPAa Z] PAD ToMeaatiAFAD Samoa: 1. & :3. T6.1., T 92 W. o: the C.easConary. Coigtido Areenigu5 U4 -RESOURCE Project P1PEF ' E ALIGIOAENT Field Aare: 05-12-10 Scale: I"- 200' Dater 05-27-10 Shset: 6 of6 ur o i 'rs' cr '!mry T evh ix slime �pTIt1-. it 4• VR ( rira Q 11 F— L-3 L -J r-1 7 a- CI, Lar AT cis S' Butrr PIPMI E, Entr 6 g Ir- Sao 0 ) �,No-11.- =inazt.blE Fire 1 !' gg TO ' e „Li. L7 N 0 ' a17 en 'n in u) (to Vo,,tli k] In 0 toe) N7. iF7. N t(7 on lh 0 in Et? to. 0 in,4t7Lo iI in 'VIP coo 1!7 as 46.00 47+00 48+00 49+00 50+00 5600 5590 5580 5570 5550 5540 5530 5520 5510 5500 12" Pipeline Alignment Plan Valley farms J Pad To McL;n A Pad Shen. Sections 12 aro 13, Ta-.onsrto 6 South, Range 92 Wes of The 5th_ P.M, Cou a'y of Garfield, Sime of Colorado. 6th 3!' 114,0 AT a vet DEPTH - ir ens rss ..one AT BURY arr 144' 0. no. Graphic Scatc in Felt 1"+ 200• River Valley Survey, Inc. 110 Fast 3rd. Street, Suite 2L3 iti#Ie, Colasado 31650 Ph: 970 -3'n -7S46 y"'(Zt' CALS�.,Y�ILtiTY'I.SK vAJSEYPAa Z] PAD ToMeaatiAFAD Samoa: 1. & :3. T6.1., T 92 W. o: the C.easConary. Coigtido Areenigu5 U4 -RESOURCE Project P1PEF ' E ALIGIOAENT Field Aare: 05-12-10 Scale: I"- 200' Dater 05-27-10 Shset: 6 of6 FIELD WIDE STORMWATER MANAGEMENT PLAN FOR CONSTRUCTION ACTIVITIES PICEANCE BASIN GRAVEL TREND MIDSTREAM PIPELINE PROGRAM COLORADO DECEMBER 2008 Prepared for: ANTERO RESOURCES 162517th Street, Suite 300 Denver, Colorado 80202 Prepared by: LT ENVIRONMENTAL, INC. 4600 West 60th Avenue Arvada, Colorado 80003 (303) 433-9788 AVT TABLE 01? CONTENTS (Continued) 6.2.7 Waste Management and Disposal, Including Concrete Washout ..................14 6.2.8 Groundwater and Stonnwater Dewatering 14 7.0 FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT ,......14 7.1 Reclamation 14 7.2 Post Construction Structural Measures.. 15 7.3 Finally Stabilized 15 8.0 INSPECTION AND MAINTENANCE PROCEDURES 16 8.1 Preventive Maintenance 16 8.1.1 Good Housekeeping ........................16 8.1.2 Material Storage 17 8.1.3 Waste Removal 17 8,2 Inspections 17 8.2.1 14 -day Inspection/Active Stage 18 8.2,2 Monthly Inspection/Completed Stage 18 8.2.3 Final Stabilization Stage 19 8.2.4 Winter Conditions , 19 8.2.5 Precipitation Event Inspections 19 9.0 EMPLOYEE TRAINING 19 10.0 RECORD KEEPING 20 11.0 SWMP REVIEW/CHANGES 20 FIGURES FIGURE 1 — FIELD MAP AREA PICEANCE BASIN GRAVEL TREND FIGURE 2 -- TOPOGRAPIIIC MAP PICEANCE BASIN GRAVEL TREND TABLES TABLE 1 — CHEMICAL PRODUCT LIST TABLE 2 — BMP SELECTION GUIDELINES TABLE 3 -- STRUCTURAL AND NON-STRUCTURAL BMP CLASSIFICATION TABLE 4 — SEED MIXES AND APPLICATION RATES ii 1.0 CERTIFICATION Ammo Resources Corporation (Antero) has prepared this Field Wide Stormwater Managetncnt Plan for Construction Activities (SWMP) for the Piceance Basin Gravel Trend Midstreatn Pipeline Program in Garfield Comity, Colorado. 1 certify under penalty of law that this document and all attachments Were prepared under Jay direction or supervision in accordance with n system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who Manage the system or those persons directly responsible for gathering the inforinntion, the iniformation submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including tete possibility of fine and imprisonment for knowing violations. Signature I`+Iairme Title OVj�-(7 7 i /14 1 (4171:7 Implementing spill/upset clean up procedures; Notification to local authorities and local residents of reportable releases; Coordinating various stages of I3fvMPs and implementation; Conducting inspections; Maintenance of all records; and Coordination of a preventive maintenance program and housekeeping measures. 4.0 SITE DESCRIPTION 4.1 Nature of Construction Activity Antero is an exploration and production (E&P) company focused on acquiring and developing unconventional natural gas resources in North America. Antero currently owns or leases oil and natural gas mineral rights in the Pittance Basin, Garfield County, Colorado. Antero's Piceance Basin Gravel Trend Midstream Pipeline Program Area lies within 'township 6 South, and Ranges 92 West and 93 West. The pipelines consist of an area approximately eighty feet in width known as a right-of-way (ROW). These ROW's can extend for several miles covering a multitude of surface land uses. A topographic map of' the project area is provided as Figure 1. 4.2 Sequence of Major Activities The overall development of oil and natural gas pipeline is generally accomplished in a single phase of construction. The work completed and sequences of events arc briefly discussed below. The pipeline installation contractor will adhere to the following sequence of operations unless otherwise approved or directed by Antero or the Bureau of Land Management's (BIM's) engineer/compliance officer. Revision to this sequence may be instituted if approved by the state engineer/compliance officer, in consultation with the BLM Authorized Officer (AO), if such modifications do not result in erosion or sedimentation at the site. Further control measures may be required by the project engineer or the BLM AO in special circumstances. Pipelines connect pad sites to other gathering operations within the basin. Pipeline connections are regularly maintained, added to, or repaired. The development of underground gas pipelines is generally accomplished in three distinct work phases. The first phase is the development (construction/completion/reclamation), and the second phase is the abandonment with final reclamation. Each work phase is briefly discussed below. 4.2.1 Development(Construction/Completion/Reclamation) —Active Site The development phase includes the following activities: develop access; install vehicle tracking control; install silt fence around stabilized staging areas; install silt fence and or beans on the down gradient limit of construction for erosion and sediment control; and install straw bales (Lit 7 STATE OFCOLORADO . COLORADO DEPARTMENT OF PtJt3LIC WEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION TELEPHONE! pm) 492,3500 CERTIFICATION TO DISCHARGE UNDER CDPS GENERAL PERMIT COR -030000 STORMWATER DISCHARGES ASSOCIATED WITr! CONSTRUCTION Certification Number C0R038500 This Certification to Discharge specifically authorizes: Antero Resources Piceance Corp LEGAL CONTACT: LOCAL CONTACT: Terrell 4. Dobkins, VP of Production Robert Mueller, Chief Geologist; Antero Resortr'ce§ Ftceartce Corp Phone # 3031357 7317 1625 -17 St Ste 300 rrrireeller Oanteroresources.com Denver, CO 80202 Phone # 3031357-7318 During the Construction Activity: Gas/011 Field Exploration and/or Develop ent to discharge stormwater from the faoility identified as Antero Resources Piceance Basin Project which is located at: 170 Exit 94 & Frontage Rd Rifle, CO Latitude 39/32/27, Longitude 107/42/01 In Garfield County to: -- Colorado River Anticipated Activity begins 07/01/2005 continuing through 09/30/2009 On 69.68 acres (69:68 acres disturbed) Certification is effective: 07/0112007 Certification Expires: 06/30/2012 Annual Fee: $245,00 (D0 NOT PAY NOW — A prorated bill will be sent shortly) Page 1 of 22 ••r` ] �L 4 • 4. • . yr if ^'ter,; L. Vey P antes L Fad 4 Valley Farms Pad 1-4 4 w 4 t`. trf Id We ?q •-• ' f It • ��. e I. ' A 1 • I2" Pipeline Alignment Plan Valley farms J Fad To McLin A Pad Situate in Sections 12 and 13, Township 6 South, Range 92 West, of The 6th. P.M., County of Garfield, State of Colorado. 4 1000" 0' 20001 Griapllle Scale In Feet 1".., 2000' River Valley Survey, Inc. 110 Est 3rd. Street, Suitc 213 ltitlo, Colorado 81650 Ph: 970.379-7846 11" PflEWNEALIO NMniT FLAN YA1.1. CY M MIS J rAD 1'O AltCUTtA MO Shuttle lat Salim: 12 & 13. US,. R. 92 W, 'gibe 6th P.M., Garfield County, Colorado a• I ANUNA VENTUftGS u.4 ...Y.MAA. "MM.. .YIY+.. PANE .,MM... • y ANTERO RESOURCES Project: PIPELINE ALIGNMENT Field bate: 05-12-1 Date: 05 27 10 Scale: 1"=, 200' /!VALiBYiF` 'tt�15 `� ,`'' f I N-41 4}oG`f G 510{} \1 f+3 ! 7#a 12"'6GAS P1PEL1NE T 4' fillf3y DEP, • --400 i +0o _ N'12* 1VAT..ENei ES �`- 1r1nT saA2� HURY..T}+ RrDEEP �ssao rAnyESL.,:, C+ is 02 5590 5580 5570 5560 5550 5540 cxi 00 tt) �1•G "–Sf vn i'- • 00' 1' _Irj 12` AS P,1PELINE AT 4. BURY DE H NE TRE MIA LEL 1111 HO 111111171.' L . C'?t r'i,� ooh J)tt3 u7 tD col co to tan Z• co to115 tis o01 oo tt) uo in to it) 01 CO to tt] o ul us (Tim u1 Oft co a1 to tt) Q C NTE N PIP 0+00 1+00 2+00 3+00 4+00 •coCO co CO rr� Ne0 Ltri if) win O 5+00 00 tf) LO cow ow) 6 • `0 co to Lira l)'n •111 9.4 1,0CJ CO r: C1; C4 03 nryCl Co 001-4 v') tO 2 tcoir} co tOcolinco117t- f) U) tf 'n 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 12" Pipeline Alignment Plan Valley farms J Pad To McLin A Pad Situate in Sections 12 and 13, Township 6 South, Range 92 West, of The 6th, P.M., County of Garfield, State of Colorado. 14+00 15+00 16+00 17+00 18+00 19+00 100' 0' 200' ' Graphic Scale in Peet 1",= 200' River Valley Survey, Inc, 110 East 3111, Street, Suite 213 Rifle, Colorado 81650 1'lt: 970-379-7846 12"PiPELANE Aucfli Ezr1.1..A,'I VALLEY VARMS J PAD TO McCLtN A PAD Situate ln: Sections 12 & 13, T65.. IL 42 W. of tl�a 6th P,M., GarIcId County, Cofotado 2 KAHUNA, VENTURES uC rµ){W µl re440.444T UT 4444 MIC14(444,-,-1 AtI1 RO RESOURCES Project: PIPELINEALIGNMENT Field Date: 05-12-10 Scale: 1"= 200' Date: 05-27-10 Sheet: 2 of 6 5580 5570 5560 5550 5540 5530 5520 5510 W .'e ,2 !'_ 2100 ti \\f 5+ aF !/fir 0./; ,� #0D . Irt26 6(7):7,22- 0,,2g r � =! 011 l l ( {� ERG C'RE CH PTH I � a 1,....„1,1., ,....„1,1.,il\0 Iii 1 - \ N \\...,`,,i)(0\:\\\ ` ', Xl \ 1 l } 1 (``�y I "Ii 1 1,1 iii) hiji#11/ `\``? \IN 77 � i ' /// i i +1 .."1// /// ., I1 LV W _ G E--, [ i ST CE G GLkADE ERLt E PPE. 1! II ' -1 A 'CAMP a 4' BURY D a PTH 1 ■ itYIR sLI TW1,11 1, IN IN AT 4' � -•_ SCA E: VE ll0' 5572.36 5575.0 a � L'` in Lr' 5568.41 5571.1 5566.43 5569.0 Ln N �' In Ln u 5560.50 5562.6 5558.53 5561.2 5556.55 5559.4 � lar)ce) U 5547.51- 5549.5 5542.49 5544.6 4't;,0w ci in ttIn ooto 5527.42 5528.5 �0 .mcg civ 0� -4 a cv in 5512.36. 5517.1 15507.341 5513.2 I 19+00 20+00 21+00 22.•00 23+00 24+00 25+00 26+00 27+00 28+00 5580 5570 5560 5550 5540 5530 5520 5510 River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 1'1h: 970-379-7846 12" Pipeline Alignment Plan Valley farms Jr Pad To Mc.in A Pad Situate in Sections 12 and 13, Township 6 South, Range 92 West, of The 6th. P.M., County of Garfield, State of Colorado. 100' 0' 200' Graphic Seale in Feet 1"= 200' Jr PU ELIN E ALIGN HENT PLAIN VALLEY FARMS J PAD TO NIsCLIN A PAD Siluata In: Sections 12 St. 13, T65., R. 92 W. of tho 6th P.M., Gftrlicld County, Colorado ETAi1UN4Varrura$ LLC ANTERO RESOD CES Project: PIPELINE ALIGNMENT Field Date: 05-12-10 Scale: 1"= 200' 552 551 550 549 543 547 546 'f • 12" Pipeline Alignment Plan Valley farms J Pad To McLin A Pad Situate in Sections 12 and 13, Township 6 South, Range 92 West, of The 6th. P.M., County of Garfield, State of Colorado. VI,si 12 iAT IN SAM • 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 520 1 �' 5510, 5500 5490 5480 5470 5460 River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 PIi: 970-379-7846 Ntc,i ti 100' 0' 200' i1" PIPELINE ALIGNMENT PLAT VALLEY [wards PAD TO MtCLIN A PAD Siluatc 1iu SccUaas 12 & 13, TO., R. 92 W. of Lk 6th P.M., GarCcid County, Colorado Graphic Scale in Feet 1"= 200' KAHUNA VFUTURES .Lu HUi\Y CHI TRW,.•MO11R1.0.0 Y.4 ANTERO :RESOURCES Project: PIPELINE ALIGNMENT Field Date: 05-12-)L 0 Scale: 1"= 200' hate: 05-27-10 Sheet: 4 of 6 , . .. ..... ... - i 1 f 1 L OD 1 r • EXISI ING GRAD — ' -- p NTE -INE. IP f %IN A SAM 4' B 1 "TRE CH RY i? PTFi GA PIP LINb11 1-• ^ P. RY- ERS r-1 o f: L,BOR i -P CA .E.LOCATI G N SCALE; ..�E I .20. C3 G NTE iL1lI PIPE tr 0} PIPE} AI7 ON CO r` +� 55{37.34 5513.2 5502.32 5508.5 5€97.30 5502.0 N as C,+tn 'Kt a 5487.26 5489.6 N 00 p0N. in 5477.22' 5478.4 5472.20- 5473.7 5467.18 5467.8_ 5462.16 546_5.7 a 'i '5459.97 5464.6 CO co I b 5457.78 5468.4 5459.60 5468.6 5462.30 5469.3 5464.99 5475.1 5467.68 5479.4 d tn ham. 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 520 1 �' 5510, 5500 5490 5480 5470 5460 River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 PIi: 970-379-7846 Ntc,i ti 100' 0' 200' i1" PIPELINE ALIGNMENT PLAT VALLEY [wards PAD TO MtCLIN A PAD Siluatc 1iu SccUaas 12 & 13, TO., R. 92 W. of Lk 6th P.M., GarCcid County, Colorado Graphic Scale in Feet 1"= 200' KAHUNA VFUTURES .Lu HUi\Y CHI TRW,.•MO11R1.0.0 Y.4 ANTERO :RESOURCES Project: PIPELINE ALIGNMENT Field Date: 05-12-)L 0 Scale: 1"= 200' hate: 05-27-10 Sheet: 4 of 6 7 AZ 5510 5500 5490 5480 5470 ff BORE PAD"- " r �y tom'1 S4' G' iNS}`RUC'aION ,a kk77 sEMii"r'�, r' 1, r•f riN 12"-wATERLtN , rm pAME TRENC \-10t• AT 4' uuRY Evr JJ/{��, EXISTING QWEST FIBER ( ov"ric LINE • 12" GAS PIPELTN AT 4' BURY OEPTI PROPERTY LINE f'rYP.) fj1 VY 5460 ■ 4 SIN' -OWL tNTFjRLINE PIP 0 E - AD Le CAT C7 Ili 0o e• in in TWIy 12" WAT • RLIN. 1N-SiMEREN H AT B DE 1ASF,1PEL ON AT ;t' [1tJY DE�Tx 1ST NC..0 .,,oE��I1 1 @ C trrE PdPE TO PIPE 05°00 s - 5510 ILV r� 2/! 5500 1 5490 4 tl7 01 tif. VD 4,0 0 C3 In ' CSR � CO u7 �Ch ( tO Li) nU 14 37+00 38+00 39'.00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 5480 5470 5460 1." Pipeline Alignment Plan Valley farms J Pad To Main 11 Pad Situate in Sections 22 and 13, Township 6 South, Range 92 West, of The Gth. P.M., County of Garfield, State of Colorado. 100' 0' 200' River Valley Survey, Inc. 110 least 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Graphic Scale in Feet 1"x200' 12" PIPELINE ALIGNMENT PLAN VALLEY FARMS J PAD TO MOAN A PAD S1lugo In: SOClloDS 12 Sc 13, T6S., Et. 92 W. or the 6th P.M., Garlick! County, Colorado r,...6u Y..4 ?W b.1.4. 4 4 RMiY W.+wrfsi . KAHUNA VINTUR1 uc ANTERO RESOURCES Project: Pl;i'1;L111E ALIGNMENT Field Date: 05-12-10 Scale: 1 " 200' Sheet: 5 of 6 5600 5590 5580 5570 5560 5550 5540 5530 5520 5510 5500 46+00 47+00 48+00 49+00 50+00 5600 5590 5580 5570 5560 5550 5540 5530 5520 5510 5500 12" Pipeline Alignment Plan Valley farms or Pad To McLin A Pad Situate in Sections 12 and 13, Township 6 South, Range 92 West, of The 6th. P.M., County of Garfield, State of Colorado. RU TWIN 12" WATERCtt1i iH SAME TRENCH AT 4' BURY DEPTH 12" GAS PIPELINE T10N AT 4' HH URY DEPT EMEtfl 100' 0' 200' River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Graphic Scale in Feet 1"a 200' lZ" PEI LNEALIGN/ilk= PLAN VALLEY FARMS J PAD TO M1IcCLIN A PAD Situate 1n: Sections 12 S: 13. T6%. R. 92 W. ortlyo 6th 2.14, Carflctd County, Colorado KA;l1UN,A VE1-ruttES uc .W,ty W 1,10J..4.L1T4/4•01. irltyPI}tqKV W ANTERO RESOURCES Project: PIPELINE ALIGNMENT Field bate: 05-112-10 Date: 05-27-10 Scale: 1 "- 200' Sheet: 6 of 6 r 4 a•ST! GG D1 L INS AT 4' ET' URY NCI r EPTH SHEETI 5 L12" AT GAS 'BURYD PIPEL SCALE: 1 FM.: 1"- OO' VEIT: 1'0' STILI .G0F EP :`-r• ia rr c>; I: PC 0 TO IP 5491.94 5502.6 M� 5501.56 5526.7 5510.00 5544.9 5526.96 5560.4 5543.93 5573.6 . 15560.89] 5583.5 5573.47 5591.4 5580.96 5596.3 5588.46 _5600.2 cs 46+00 47+00 48+00 49+00 50+00 5600 5590 5580 5570 5560 5550 5540 5530 5520 5510 5500 12" Pipeline Alignment Plan Valley farms or Pad To McLin A Pad Situate in Sections 12 and 13, Township 6 South, Range 92 West, of The 6th. P.M., County of Garfield, State of Colorado. RU TWIN 12" WATERCtt1i iH SAME TRENCH AT 4' BURY DEPTH 12" GAS PIPELINE T10N AT 4' HH URY DEPT EMEtfl 100' 0' 200' River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Graphic Scale in Feet 1"a 200' lZ" PEI LNEALIGN/ilk= PLAN VALLEY FARMS J PAD TO M1IcCLIN A PAD Situate 1n: Sections 12 S: 13. T6%. R. 92 W. ortlyo 6th 2.14, Carflctd County, Colorado KA;l1UN,A VE1-ruttES uc .W,ty W 1,10J..4.L1T4/4•01. irltyPI}tqKV W ANTERO RESOURCES Project: PIPELINE ALIGNMENT Field bate: 05-112-10 Date: 05-27-10 Scale: 1 "- 200' Sheet: 6 of 6