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HomeMy WebLinkAbout1.00 General Application DocumentsAmerican Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 1 of 9 ALTA COMMITMENT FOR TITLE INSURANCE issued by COMMONWEALTH LAND TITLE INSURANCE COMPANY NOTICE IMPORTANT – READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I – Requirements; Schedule B, Part II – Exceptions; and the Commitment Conditions, Commonwealth Land Title Insurance Company, a(n) Florida corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Amount of Insurance and the name of the Proposed Insured. If all of the Schedule B, Part I – Requirements have not been met within 180 days after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1.DEFINITIONS a. “Discriminatory Covenant”: Any covenant, condition, restriction, or limitation that is unenforceable under applicable law because it illegally discriminates against a class of individuals based on personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or other legally protected class. b. “Knowledge” or “Known”: Actual knowledge or actual notice, but not constructive notice imparted by the Public Records. c. “Land”: The land described in Item 5 of Schedule A and improvements located on that land that by State law constitute real property. The term “Land” does not include any property beyond that described in Schedule A, nor any right, title, interest, estate, or easement in any abutting street, road, avenue, alley, lane, right-of-way, body of water, or waterway, but does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. d. “Mortgage”: A mortgage, deed of trust, trust deed, security deed, or other real property security instrument, including one evidenced by electronic means authorized by law. e. “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. f. “Proposed Amount of Insurance”: Each dollar amount specified in Schedule A as the Proposed Amount of Insurance of each Policy to be issued pursuant to this Commitment. g. “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. h. “Public Records”: The recording or filing system established under State statutes in effect at the Commitment Date under which a document must be recorded or filed to impart constructive notice of matters relating to the Title to a purchaser for value without Knowledge. The term “Public Records” does not include any other recording or filing American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 2 of 9 system, including any pertaining to environmental remediation or protection, planning, permitting, zoning, licensing, building, health, public safety, or national security matters. i. “State”: The state or commonwealth of the United States within whose exterior boundaries the Land is located. The term “State” also includes the District of Columbia, the Commonwealth of Puerto Rico, the U.S. Virgin Islands, and Guam. j. “Title”: The estate or interest in the Land identified in Item 3 of Schedule A. 2.If all of the Schedule B, Part I – Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company’s liability and obligation end. 3.The Company’s liability and obligation is limited by and this Commitment is not valid without: a. the Notice; b. the Commitment to Issue Policy; c. the Commitment Conditions; d. Schedule A; e. Schedule B, Part I – Requirements; f. Schedule B, Part II – Exceptions; and g. a counter-signature by the Company or its issuing agent that may be in electronic form. 4.COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company is not liable for any other amendment to this Commitment. 5.LIMITATIONS OF LIABILITY a. The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: i. comply with the Schedule B, Part I – Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II – Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. b. The Company is not liable under Commitment Condition 5.a. if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. c. The Company is only liable under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. d. The Company’s liability does not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Condition 5.a. or the Proposed Amount of Insurance. e. The Company is not liable for the content of the Transaction Identification Data, if any. f. The Company is not obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I – Requirements have been met to the satisfaction of the Company. g. The Company’s liability is further limited by the terms and provisions of the Policy to be issued to the Proposed Insured. 6.LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT; CHOICE OF LAW AND CHOICE OF FORUM a. Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. b. Any claim must be based in contract under the State law of the State where the Land is located and is restricted to the terms and provisions of this Commitment. Any litigation or other proceeding brought by the Proposed Insured against the Company must be filed only in a State or federal court having jurisdiction. c. This Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. d. The deletion or modification of any Schedule B, Part II – Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 3 of 9 e. Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. f. When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy. 7.IF THIS COMMITMENT IS ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for closing, settlement, escrow, or any other purpose. 8.PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9.CLAIMS PROCEDURES This Commitment incorporates by reference all Conditions for making a claim in the Policy to be issued to the Proposed Insured. Commitment Condition 9 does not modify the limitations of liability in Commitment Conditions 5 and 6. 10.CLASS ACTION ALL CLAIMS AND DISPUTES ARISING OUT OF OR RELATING TO THIS COMMITMENT, INCLUDING ANY SERVICE OR OTHER MATTER IN CONNECTION WITH ISSUING THIS COMMITMENT, ANY BREACH OF A COMMITMENT PROVISION, OR ANY OTHER CLAIM OR DISPUTE ARISING OUT OF OR RELATING TO THE TRANSACTION GIVING RISE TO THIS COMMITMENT, MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS OR REPRESENTATIVE PROCEEDING. ANY POLICY ISSUED PURSUANT TO THIS COMMITMENT WILL CONTAIN A CLASS ACTION CONDITION. 11.ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Amount of Insurance is $2,000,000 or less may be arbitrated at the election of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. COMMONWEALTH LAND TITLE INSURANCE COMPANY P.O. Box 45023, Jacksonville, FL 32232-5023 By: Michael J, Nolan, President By: Marjorie Nemzura, Secretary American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 4 of 9 Transaction Identification Data, for which the Company assumes no liability as set forth in Commitment Condition 5.e.: Issuing Agent: Commonwealth Title Company of Garfield County, Inc. Issuing Office: 127 East 5th Street Rifle, CO 81650 Issuing Office’s ALTA® Registry ID: 1038730 Loan ID Number: Commitment Number: 2025-05-61 Issuing Office File Number: 2025-05-61 Property Address: TBD Antlers Orchard Tract 21, Silt, CO 81652 Revision Number: 1 SCHEDULE A 1.Commitment Date: May 21, 2026 at 8:00 AM 2.Policy to be issued: (a) 2021 ALTA Owner's Policy Proposed Insured: Proposed Amount of Insurance:$ Policy Premium:$0.00 The estate or interest to be insured:fee simple (b) 2021 ALTA Loan Policy Proposed Insured: Proposed Amount of Insurance:$ Policy Premium:$0.00 The estate or interest to be insured:fee simple 3.The estate or interest in the Land at the Commitment Date is: fee simple 4.The Title is, at the Commitment Date, vested in: Alexis Mancinas Vega, Raquel Mancinas, and Angel Vega 5.The land is described as follows: The land is described as set forth in Exhibit A attached hereto and made a part hereof. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 5 of 9 COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC. 127 East 5th Street, Rifle, CO 81650 Telephone: (970) 625-3300 Countersigned by: Patrick P. Burwell, License #153719 Commonwealth Title Company of Garfield County, Inc., License #292895 COMMONWEALTH LAND TITLE INSURANCE COMPANY P.O. Box 45023, Jacksonville, FL 32232-5023 By: Michael J, Nolan, President By: Marjorie Nemzura, Secretary American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 6 of 9 SCHEDULE B, PART I – Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 4. Pay the premiums, fees, and charges for the Policy to the Company as set forth below: Title Commitment: $250.00 (paid) 5. Vesting deed recorded on October 15, 2024 as Instrument #1000850 in the official records 6. -This is an informational only commitment and no policy will be issued hereunder. -Receipt of satisfactory Improvement Survey Plat certified to the Company (i) prepared from an on-the-ground inspection by a registered land surveyor licensed in the State of Colorado; (ii) currently dated, showing the location of the Property and all improvements, fences, easements, roads, rights-of-way and encroachments or other matters identified in Schedule B - Section 2 of this Commitment, to the extent such matters are capable of being shown, (iii) containing a legal description of the boundaries of the Property by metes and bounds or other appropriate legal description; and (iv) meeting the criteria of Colorado Revised Statute 38-51-102(9), as amended, for an Improvement Survey Plat. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 7 of 9 SCHEDULE B, PART II – Exceptions Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This Commitment and the Policy treat any Discriminatory Covenant in a document referenced in Schedule B as if each Discriminatory Covenant is redacted, repudiated, removed, and not republished or recirculated. Only the remaining provisions of the document will be excepted from coverage. The Policy will not insure against loss or damage resulting from the terms and conditions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage of area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attached, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I—Requirements are met. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. Any lien or charge on account of the inclusion of subject property in an improvement district. 8. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. 9. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded on January 25, 1894 as Instrument #16856 in the official records 10. Easements, rights of way, plat notes and all matters described and set forth on the Plat recorded on September 18, 1908 as Instrument #37488 in the official records 11. Reservation of mineral rights more fully described in Deed recorded on August 17, 1959 as Instrument #206463 in the official records and any and all interests therein or assignments thereof. 12. Reservation of ditches, ditch headers or diversion sites and/or sand traps, ditch rights of way, road and lanes as described in deed recorded on May 18, 1934 as Instrument #117463 in the official records 13. Reservation of mineral rights more fully described in Deed recorded on November 24, 1947 as Instrument #162917 in the official records and any and all interests therein or assignments thereof. 14. Reservation of mineral rights more fully described in Deed recorded on December 2, 1954 as Instrument #187972 in the official records and any and all interests therein or assignments thereof. American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 8 of 9 15. Reservation of mineral rights more fully described in Deed recorded on October 23, 1957 as Instrument #199434 in the official records and any and all interests therein or assignments thereof. 16. Easement and right of way as described in document recorded on May 1, 1996 as Instrument #492337 in the official records 17. Easement and right of way as described in document recorded on May 19, 2018 as Instrument #906929 in the official records 18. Easement and right of way as described in document recorded on May 19, 2018 as Instrument #906930 in the official records 19. Easement and right of way as described in document recorded on May 18, 2018 as Instrument #906931 in the official records 20. Mineral rights as described in Decree Quieting Title recorded on January 23, 2007 as Instrument #715787 in the official records 21. Terms, conditions and all matters set forth in unrecorded Lease agreement by and between A & E Diemoz, LLLP and Wayne Pollard. 22. Reservation of mineral rights more fully described in Deed recorded on February 1, 2018 as Instrument #902839 in the official records and any and all interests therein or assignments thereof. 23. Terms and conditions set forth in Declaration of Easements recorded on September 13, 2018 as Instrument #911705 in the official records 24. Terms and conditions set forth in Declaration of Utility Easement recorded on September 13, 2018 as Instrument #911704 in the official records 25. Right of way for ditches and canals in place and in use. 26. Terms and conditions set forth in Easement Deed and declaration recorded on March 20, 2019 as Instrument #918347 in the official records 27. Easement and right of way as described in document recorded on March 19, 2019 as Instrument #918273 in the official records 28. Easement and right of way as described in document recorded on March 19, 2019 as Instrument #918274 in the official records 29. Terms and conditions of Declaration of Easement (access and utility) recorded on September 20, 2019 as Instrument #925765 in the official records 30. Terms and conditions of Declaration of Shared Domestic Water System recorded on July 6, 2020 as Instrument #937944 in the official records American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I – Requirements; and Schedule B, Part II – Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2021 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 9 of 9 EXHIBIT “A” The Land referred to herein below is situated in the County of Garfield, State of Colorado and is described as follows: Township 5 South, Range 92 West of the 6th P.M. Section 36: NESENW Also Known As: Tract 21 Antlers Orchard Development 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 212736200079 DATE: Date PROJECT: Vega and Mancinas Minor Subdivision (Re-subdivision AOD Tracts 21 Section 36) OWNERS: Alexis Vega, Angel Vega, and Raquel Mancinas CONTACT/REPRESENTATIVE: Neil Goluba, Goluba & Goluba PRACTICAL LOCATION: East of 818 Cr 237 TYPE OF APPLICATION: Administrative Review ZONING: Rural COMPREHENSIVE PLAN: Silt Area of Influence, Residential Medium High I. GENERAL PROJECT DESCRIPTION The application should include materials to fulfill any Waiver of Submittal Requirements (Section 4-202) and Waiver of Standards (Section 4-118) requests. A full copy of the Land Use and Development Code (LUDC) may be found here: https://www.garfield-county.com/community-development/land-use-code/ The applicant is proposing to create three lots. The northern lot would contain about half of subject parcel’s area (5 acres), and the bottom two lots would both be about 2.5 acres. A new well would be shared between two of the proposed lots, while the last lot would continue to share an existing well. Each lot would be served by OWTS designed for specific developments at that time. Access would be shared from an existing driveway that comes off of CR 237 to the west. The application will need to clearly describe the proposed water supply plan. Proper permitting (including any necessary augmentation plans or contracts or other items necessary to establish legal water) will be necessary for all proposed wells. 4-hour pump tests and water quality test results will also be required, even for the existing shared well. Due to the cost of well drilling 2 and the uncertainty of any subdivision review process, test results for new wells are typically allowed to be completed as conditions of approval as a courtesy to the applicants. A waiver of submittal requirements in the application’s general description/narrative should explain this request if they applicant wants it. The proposed final play will need to show all necessary easements related to the shared wells, and a copy of the shared well agreement(s) should be provided. The application’s response to Section 4-203.N should include all require soil tests, including percolation tests. The minor subdivision needs to proof that the proposed lots will be able to have adequate OWTS to serve future residences. Similarly, the application needs to show legal and adequate access to the County Road. The shared driveway that will serve the proposed subdivision seems to serve a total of 4 AOD tracts including the subject parcel. The application’s response to Section 7-107 needs to account for total traffic for proposed conditions (6 rural zoned parcels) when demonstrating compliance or requesting a waiver of standards. All waivers of standards from Section 7-107 require an engineer’s signed and stamped letter showing that the proposed driveway meets the review criteria of Section 4-118 as it relates to roadways. In its response to Article 7 Standards, the application should demonstrate compliance with the Comprehensive Plan, including any goals related to the preservation of agricultural uses. These goals are reflected in Standards 7-201. If any ditches may be impacted by this subdivision, a contact for the appropriate ditch company should be provided. All existing and future public utilities should be contained with an easement. The application should include any necessary will-serve letters from electrical, gas, or other utility providers. The LUDC requires that utilities are to be underground for new Subdivision proposals. The applicant’s Surveyors should ensure that the required Certificates, notes and plat language conform to that prescribed by the County for the necessary signatures. The plat will need to include all information as described in Section 5-402(F), including the name and addresses of the surface owners and mineral estate owners. The applicant will also need to submit a title commitment for the subject property and ensure that the plat states that all easements and encumbrances identified in the commitment are accurately shown on the plat. The plat should contain any plat notes required for the development, for example if ADU’s need to be restricted to comply with well permits. Proof of ownership in the form of a recent title report is required to process the application. All property owners, per County assessor records, will need to sign the application and provide a letter of authorization for anyone serving as the applicant’s representative. 3 Any existing or proposed (draft) Codes Covenants or Restrictions (CCR’s) that affect the subject property should be submitted with the application. The LUDC also requires an engineer’s report for: (A) Roads, Trails, Walkways and Bikeways; (C) Sewage Collection and Water Supply and Distribution System; (E) Groundwater Drainage and (H) Preliminary Cost Estimates for Improvements. Please reference Section 4-202, Submittal Waivers and Section 4-118, Waivers from Standards as applicable, for any submittal or standards waivers that you will request. As the application needs to be referred to the Colorado Geologic Survey, the referral form needs to be submitted with the application along with the applicable fee. The application will need to include a list of all owners of property within 200 feet and the mineral rights owners of the property itself (listed on the provided Certification of Mineral Ownership Research). All of these requirements, digital copies of the LUDC, and forms can be found online within the Garfield County Community Development website located at: https://www.garfieldcountyco.gov/community-development/ II. COMPREHENSIVE PLAN The area is considered Residential Medium High on the future land use map and is within Silt’s Area of Influence. The Town will receive a referral request do to this location and the existing IGA. III. REGULATORY PROVISIONS AND POLICY THE APPLICANT IS REQUIRED TO ADDRESS The following Sections of the Garfield Land Use and Development Code as amended apply to the Application: o Garfield County Comprehensive Plan 2030 as amended o Garfield County Land Use and Development Code as amended o Section 5-301 Minor Subdivision o Table 5-103 Common Review Procedures and Required Notice o Section 5-401 and Table 5-401 Submittal Requirements including preliminary engineering reports for Access, Sanitation, Groundwater Drainage, and any preliminary cost estimates. o Section 5-402 Description of Submittal Requirements including Final Plat o Section 4-103 Administrative Review (public notice) o Section 4-203 Description of Submittal Requirements (as applicable) o Provisions of Article 7, Articles 1, 2, 3 and 4, as applicable including site planning and subdivision standards. 4 o Section 4-202, Submittal Waivers and Section 4-118, Waivers from Standards as applicable or needed. IV. SUBMITTAL REQUIREMENTS As a convenience outlined below is a list of information typically required for this type of application. Table 5-401 outlines the specific application submittal criteria. The following list can function as a checklist for your submittal. Submit three paper copies and one digital of all application materials. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. General Application Materials o Signed Application Form o Signed Payment Agreement Form and application fees o Proof of ownership (copy of deed, title work) and information on any lien holders. o Current Title Commitment. o A narrative describing the proposal, waiver requests, and related information o Names and mailing addresses of properties within 200 feet of the subject property. o Mineral rights ownership for the subject property (demonstrated through a search of Clerk and Recorders database and/or Assessor database, memo attached). o If the owner is an entity or trust, a recorded Statement of Authority, authorizing a person to encumber the property. o If the applicant is a representative of the owner, a letter of authorization to represent is needed. o A copy of the Pre-application Summary needs to be submitted with the Application. Vicinity Map including areas within approximately 3 miles. Site Plan including topography, existing improvements, infrastructure, irrigation ditches, and significant features. The site plan should include improvement location information adequate to confirm that no nonconforming conditions will result from the proposed subdivision. See Section 4-201.D The Proposed Final Plat showing the proposed lot lines, all easements, required certificates, and other requirements of Section 5-402.F. 5 Water Supply Plans needs to include details on legal water (well permit and/or draft contracts with Water Conservation District), well production tests, and water quality tests. Section 4-203.M Wastewater management plan shows the adequacy of the proposed systems to serve future development on the lots. Section 4-203.N. Information as applicable to demonstrate compliance with provisions of Article 7 Standards, Divisions 1, 2, 3, and 4. Engineering Reports, as applicable per Table 5-401, Minor Subdivision, A (Roads, Trails, Walkways, and Bikeways), C (Sewage Collection and Water Supply and Distribution System), E (Groundwater Drainage), and H (Preliminary Cost Estimates for Improvements). Referral to the Colorado Geological Survey is also required with an additional referral fee. Requests for waivers that fulfill the requirements of Section 4-118 Waivers of Standards or Section 4-202 Submittal Waivers as appropriate. Community Development Staff is available to meet with the Applicant to provide additional information and clarification on any of the submittal requirements and waiver requests. V. REVIEW PROCESS The Application may be “Called-Up” for review by the Director and the Board of County Commissioners. In addition, the Applicant and any affected Adjacent Property Owner can request a Call-Up for review by the Board in accordance with the procedures and review process contained in Section 4-112. Staff will review the application for completeness prior to requesting referral agencies to provide additional technical review. Staff will prepare a report based on received comments and their review of the application. Public Hearing(s): X No Public Hearing, Directors Decision (with notice per code) Planning Commission Board of County Commissioners Board of Adjustment Referral Agencies may include but are not limited to: Garfield County Surveyor, Garfield County Road and Bridge Department, Garfield County Consulting Engineer, Garfield County Attorney’s Office, Garfield County Vegetation Manager, Garfield County Department of Environmental Health, Department of Water Resources, Fire Rescue District, Colorado Geological Survey. 6 VI. APPLICATION REVIEW FEES Planning Review Fees: $400 Referral Agency Fees: $TBD ($600 Colo.Geological Survey - others TBD) Total Deposit: $400(additional hours are billed at hourly rate of $40.50) 7 VII. GENERAL APPLICATION PROCESSING 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. The summary is valid for a six-month period, after which an update should be requested. The Applicant is advised that once the Application submittal is accepted by the County, it becomes public information and will be available for review by the public. Proprietary information can be redacted from documents prior to submittal. Pre-application Summary Prepared by: March 17, 2025 Philip Berry, Principal Planner Date 8 9 10 WATER SUPPLY PLAN LOT 1 - Lot 1 shall be served by the Winter Pasture Well (Well Permit No. 90129-F), an existing shared well for the benefit of Tracts 21, 22, 27 and 28, Antlers Orchard Development. A copy of the Well Permit, Well Construction Test Report, Contract with West Divide Water Conservancy District and associated Water Association documents are attached. LOTS 2 and 3 - Lots 2 and 3 shall be served by a new well located on Lot 2. This well shall be augmented with a Contract from West Divide Water Conservancy District and subject to the Declaration of Shared Well submitted herewith. WAIVER REQUEST - In order to avoid premature costs and delay, Applicant wishes to postpone obtaining a water quality test for the existing well serving Lot 1 and drilling and testing of the new well serving Lots 2 and 3 and requests these requirements be conditions of approval. Accordingly, Applicant hereby requests a waiver of the Section 4-203M submittal requirements for the Water Supply Plan. Providing for such requirements as a condition of approval does not remove or alter the standard. It merely delays compliance until Applicants’ risk of incurring unnecessary costs has been minimized. Furthermore, waiting until the new well can be drilled and testing results can be obtained would delay the Application. Accordingly, the requested waiver complies with the review criteria contained in Section 4-202C. ORIGINAL PERMIT APPLICANT(S) AUTHORIZED AGENT WINTER PASTURE WATER ASSOCIATION (ALEXIS VEGA) GOLUBA & GOLUBA PC (GOLUBA, NEIL) APPROVED WELL LOCATION Water Division: Designated Basin: Management District: County: Parcel Name: 5 N/A N/A GARFIELD ANTLERS ORCHARD DEVELOPMENT CORP Water District:39 Well to be constructed on specified tract of land Northing:4383891.0 UTM COORDINATES (Meters, Zone:13, NAD83) 270555.0Easting: WELL PERMIT NUMBER 90129-F RECEIPT NUMBER 10041565 ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT OR GUARANTEE WATER AVAILABILITY CONDITIONS OF APPROVAL 1)This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2)The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3)Approved pursuant to CRS 37-90-137(2), on the condition that this well is operated in accordance with the West Divide Water Conservancy District Augmentation Plan approved by the Division 5 Water Court in case no. 05CW296. If this well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. WDWCD contract #S191121WPWA(a) (amended 3/20/2025) and is known as Winter Pasture Well (WDID 3908293). 4)Approved for an expansion of use of, an existing well, constructed on 12/6/2019, to a depth of 63 feet, under permit no. 315787 (canceled), later permitted for use and with pump installation on 12/20/2020, all under permit no. 84079-F (canceled). Permit no. 84079-F was canceled by Order of the State Engineer upon approval of this well permit. 5)The use of ground water from this well is limited to ordinary household purposes inside four (4) single family dwellings and four (4) accessory dwelling units, the irrigation of not more than 30,000 square feet of home gardens and lawns, and the watering of sixteen (16) head domestic animals. 6)The pumping rate of this well shall not exceed 15 GPM. 7)The annual amount of ground water to be withdrawn shall not exceed 5.10 acre-foot (1,661,835 gallons). 8)The owner shall mark the well in a conspicuous location with the well permit number and name of aquifer as appropriate, and shall take necessary means and precautions to preserve these markings. 9)A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10)This well shall be located not more than 200 feet from the location specified on this permit. 11)This well shall be located more than 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant, excluding those wells whose owners were notified pursuant to CRS 37-90-137(2)(b)(II)(A). Notice was sent to the owners of permit no(s). 82768-F and 83761-F and no response was received. NOTE: This well is to be located on a residential site described as Lot 26 (R200349), Antlers Orchard Development Corporation Subdivision, Garfield County. The well will serve Lots 21 (R084443), 22 (R084390), 27 (R200349) and 28 (R084461) of Antlers Orchard Development Corporation Subdivision, Garfield County. NOTE: Parcel Identification Number (PIN): 23-2127-363-00-078 NOTE: Assessor Tax Schedule Number: R084399 (totaling 16.29 acres) PERMIT TO USE AN EXISTING WELL Lot:21, 22, 27, 28 Block:Filing: SW 1/4 NW 1/4 Section 36 Township 5.0 S Range 92.0 W Sixth P.M. Physical Address:TBD SILT, CO 81652 For questions about this permit call 303.866.3581 or go to https://dwr.colorado.gov Page 1 of 2Printed 07-15-2025 7/15/2025 N/A Issued By DWIGHT WHITEHEAD Well must be constructed by Date Issued: For questions about this permit call 303.866.3581 or go to https://dwr.colorado.gov Page 2 of 2Printed 07-15-2025 WELL PERMIT NUMBER 90129-F RECEIPT NUMBER 10041565 WEST DIVIDE WATER CONSERVANCY DISTRICT SlSTauglicnbaiigh Blvd., Siiirc 101 BO. Box 1478 Rifle, Colorado 81650-1478 Tel: (970) 625-5461 Web; www.wdwcd.org Email: waEcr@wdwcd.org March 25, 2025 Winter Pasture Water Association 818 County Road 237 Silt, CO 81652 Dear Alexis: Enclosed is the approved amended contract #S191121WPWA(a), amending the contract from 1.93-acre foot of water to 2.187 acre feet of water to provide for 4 additional dwelling units. The next step is to obtain a new well permit from the Colorado Division of Water Resources office in Glenwood Springs. Sincerely yours, WEST DIVIDE WATER CONSERVANCY DISTRICT TamrhviS. Keenan Enclosure Division No. 5 Water Resources w/amendment BBA Water Consultants, Inc. w/aniendment cc Chris TrccscDirectors:Samuel B. Potter Kelly Coney Tom Jankovsky Brad Mollman CONTRACT#; S191121WPWA(a) MAP ID#: S96 DATE ACTIVATED; 11/21/19 DATE AMENDED: 3/20/25 8.SOURCE OF WATER Structure Type: W6l1 Source type: Surface Current Well Permit rt (attach copy) 84Q79-F Structure Name: WEST DIVIDE WATER CONSERVANCY DISTRICT APPLICATION TO AMEND WATER LEASE 818 Taughenbaugh Blvd. #101, P. O. Box 1478, Rinc, CO 81650 970-625-5461 wa(cr(a:wdwcd.oru Winter Pasture Well Groundwater ^ Storage 9.LOCATION OFSTRUCTURE Assessors Parcel Number 2121. APPLICANT INFORMATION Name:Winter Pasture Water 7-362-00-078 Association County:Quarter/Quarter:Mailing Address; 818 County Road 237 Quarter: Silt, CO 81652 Garfield SWl/4 NWl/4 (970) 404-6194Telephone; Email: Authorized Agent: Alexis Vega, President baltatrucking(?yahoo»co Section:Township:Range:P.M. ni 36 5S 92W 6th Distance of Well from Section Lines: North: Well location physical address: K601 ft aaf:2. COURT CASE#: Decree/Aug Plan Case Nos:. West: 1.338 ft N/A 3. DETAILED DESCRIPTION OF PROPOSED AMENDMENT Example: Subdivision of land, expansion of use, pond augmentation, etc. Increase the Contract to provide for four (4) 10.LAND ON WHICH WATER WILL BE USED (or attach) AQD Tracts 21. 22> 27 and 28, Sec. 36. T5S. R92W. 6th P.M. Number of Acres in Tract: approx. 40 acres additional ADUs. Inclusion inio iliv Disirici, ul Applicaiu expense, may he required. Pleasefill out the applicable sections in Nos. 4-7 SEWAGE SYSTEM Septic tank/absorption leach field; __X If Central System, District name: II. Central System;4.RESIDENTIAL USES Number of homes: Subdivision: YES X NO 4 4No ADU’s. No. Lots 4 VOLUME OF LEASED WATER (ACRE-FEET) Minimum of I acre-foot, except in Alsbury service area. Amended from 1 >93 amended to 2.187 af 12. Home gardcn/lawn irrigated area (sq ft): 30^000 SQ. ft. OtherSprinkler XIrrigation metliod; Flood Non-Commercial animal watering (#): 16 Fire Protection:X Provide engineering data to support volume of water requested. Commercial, Municipal, and Industrial Uses MUST provide diversion and consumption data on a monthly basis. N/APond Evaporation: Maximum Surface Area (acres) Any use of pond other than evaporation, please describe method, rate and annual volume of diversion; N/A A totalizing flow meter with remote readout is required to be installed and usage reported to WDWCD. Applicant expressly acknowledges it has had the opportunity to review the DistKct’s Water Allotn^t Contract and agrees this pursuanj^n^iibjGCt to the terms andapplication is COMMERICIALUSES No. Units Description of Use (# employees, etc): Total commerci 5. al area (sq ft) conditions M Appbtani £ INDUSTRIAL USES Description of Use; 6. Neil W. Goluba. Attorney .pplicant Signature Pond; YES Pond Evaporation: Maximum Surface Area (acres) Any use of pond other chan evaporation, please describe method, rate and annual volume of diversion: NO March 3, 2025 Appliction Date DATE APPROVED: WEST DIVIDE WATER CONSERVANCY DISTRL 7.DIRECT PUMPING Water Source: Location: Description of Use: By: President "V By:. /Secretary Printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the W^st Divide % ater Conservancy District. Form; WDWCD 2021 APPLICATION ' ' WEST DIVIDE WATER CONSERVANCY DISTRICT COLORADO, SILT, RIFLE. ALSBURY WATER USE ESTIMATES Total Depletion (AF) Contract Amount Including S% Transit loss (AF) 2.077 2.187APPLICANT:[Winter Pasture Water Association DWELLING UNITS: IRRIGATED AREA (SQ FT): COMMERCIAL AREA (SQ FT): NO. OF LIVESTOCK: ELEVATION (MSL): EVAPORATION AREA (ACRE): 8 30000 0 16 5760 Pond Location Contract Location Colorado/Sill/Alsbury0 (1)(2)(3)(4)(5)(6)(7)(8)(9)(10) (11) (12) Unit Value: Irrigation Diversion (AF/ac) Unit Value: Irrigation C.U. (AF/ac) Livestock Diversion 8> C.U. (AF) Pond Evaporation (AF) Total Diversion (AF) In House Diversion (AF) In House C.U. (AF) Commercial Diversion (AF) Commercial C.U. (AF) Irrigation Diversion (AF) Irrigation C.U. (AF) Total C.U. (AF) JAN 0.27 0.04 0.00 0.00 0.00 0.00 0.02 0.00 0.283 0.256 0.283 0.349 0.542 0.656 0.705 0.615 0.508 0.342 0.274 0283 0.057 0.051 0.057 0.115 0.264 0.361 0.394 0.322 0.242 0.104 0.055 0 057 FEB 0.24 0.04 0.00 0.00 0.00 0.00 0.02 0.00 MAR 0.27 0.04 0.00 0.00 0.00 0.00 0.02 0.00 APR 0.109 0.376 0.555 0.613 0.481 0.340 0.085 0.087 0.301 0.444 0.490 0.385 0.272 0.068 0.26 0.04 0.00 0.00 0.07 0.06 0.02 0.00 MAY 0.27 0.04 0.00 0.00 0.26 0.21 0.02 0.00 JUN 0.26 0.04 0.00 0.00 0.38 0.31 0.02 0.00 JUL 0.27 0.04 0.00 0.00 0.42 0.34 0.02 0.00 AUG 0.27 0.04 0.00 0.00 0.33 0.27 0.02 0.00 SEP 0.26 0.04 0.00 0.00 0.23 0.19 0.02 0.00 OCT 0.27 0.04 0.00 0.00 0.06 0.05 0.02 0.00 NOV 0.26 0.04 0.00 0.00 0.00 0.00 0.02 0.00 DEC 0.27 0.04 0.00 0.00 0.00 0.00 0.02 0.00 TOTAL 2.559 2.047 3.14 0.470 0-00 0.00 1.76 1.41 0.20 0.00 5.096 2.077 (1)80% irrigation efficiency for sprinkler systems Blaney Criddle assessment with Pochop adjustments 350 gallons per day per residence 15% consumptive use for I5DS systems 200 gallons per day per 1000 sq ft of commercial space 15% consumptive use for ISDS systems Column (1) * Irrigated area In acres Column (2) * Irrigated area In acres Livestock use at 11 gallons per head per day (99CW320) Net Pond Evaporation(ft, calcs in 'Assumptions') *evaporation area in acres Column (3) + Column (5) + Column (7) + Column (9) +Column (10) Column (4) + Column (6) + Column (8) + Column (9)+ Column (10) Column (11) (7) (2)(8) (3)(9) (4)(10) (5)(11) (6)(12) (13) Confidentiality Notice: This spreadsheet, including all attachments, is for the sole use of the intended recipients and may contain confidential and privileged information. Any unauthorized review, use, disclosure, copying, distribution or action taken in reliance on the contents of the information contained in this spreadsheet is strictly prohibited. Note: Beginning in January 2024, transit losses of 5% are not included with diversions and depletions, per updating accounting guidance and overhauls to database. Colorado_SiltMesa_RifIe_Alsbury_2024 3/4/2025 COLORADO j Division of Water ResourcesONR WELL PERMIT NUMBER 84079-F RECEIPT NUMBER 9504623Department of Natural Resources ORIGINAL PERMIT APPUCANTfS^ WlhfTER PASTURE WATER ASSOCIATION APPROVED WELL LOCATION Water Division; 5 Designated Basin: Management District: County; Parcei Name; Water District: 39 N/A N/A GARFIELD ANTLERS ORCHARD DEVELOPMENT CORP Lot: 21,22.27,28 Physical Address: SW 1/4 NW1/4 Section 36 Township 5.0 S Range 92.0 W Sixth P.M. Block:Filing: N/A UTM COORDINATES fMeteni. Zone: 13. NAD831 Easting:270555.0 Northing:4383891.0 PERMIT TO USE AN EXISTING WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no rrtaterial injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be incompliance with the Water Well Construction Rules 2CCR 402-2, unless approval of a variance hats been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. Approved pursuant toCRS 37-90-137(2) for the construction of a well, appropriating groundwater tributary to the Colorado River, on the condition that this well is operated only when the SiltMesa Substitute Water Supply Plan (based on the filing of case no. 05CW2%, Division 5 Water Court), is In effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water is in effect, or under an approved plan for augmentation. This well is accounted for under WDWCD contract #5191121WPWA(a) and is known as Winter Pasture Well. Approved for the installation of a pump in, and the use of, an existing well, constructed on December 6, 2019, to a depth of 63 feet, under permit \x>. 315787 (canceled). The issuance of this permit hereby cancels permit no. 315787. The use of ground water from this well is limited to ordinary household purposes inside four (4) single family dv^llings, the irrigation of not more than 30,000 square feet of home gardens and lawns, and the watering of sixteen (16) head domestic aninfuils. The pumping rate of this well shall not exceed 15 GPM. The annual amount of ground water to be withdrawn shall not exceed 3.53 acre-foot (1,150,250 gallons). The owner shall mark the well in a conspicuous location with the well permit number and nan^e of aquifer as appropriate, and shall take necessary means and precautions to preserve these n^rklngs. A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. This well shall be located not more than 200 feet from the location specified on this permit. TTiis well shall be located more than 600 feet from any existing well, completed in the sanr»e aquifer, that is not owned by the applicanl, excluding well permit no(s). 82768-F and 83761-F (spacing waivers submitted by the well owners). NOTE: This vs^ll is to be located on a residential site described as Lot 26 (R200349), Antlers Orchard Development Corporation Subdivision, Garfield County. The well will serve Lots 21 (R084443), 22 (R084390), 27 (R200349)and 28 (R084461)of Antlers Orchard Development Corporation Subdivision, Garfield County. NOTE: Parcel Identification Number (PIN): 23-2127-363-00-078 NOTE: Assessor Tax Schedule Number: R084399 (totaling 16.29 acres) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) Printed 02-25-2020 Forquestions about this permit call 303.866.3581 or go to vwifw.water.state.co.us Page 1 of 2 WELL PERMIT NUMBER 84079-F RECEIPT NUMBER 9504623 NOTE: This pemoit will expire on the expiration dale unless the well is constructed and a pump is installed by that date. A Well Construction and Yield Estimate Report (GWS-31)aixJ Pump Installation and Production Equipment Test Report (GWS-32) must be submitted to the Division of Water Resources to verify the well has been constructed and the pump has been installed. A one-time extension of tl’ie expiration date may be available. Contact the DWR for additional information or refer to the extension request form (GWS-M) available at: http://water.state.co.us Date Issued:2/25/2020 Expiration Date: 2/25/2021Issued By DWIGHT WHITEHEAD Printed 02-25-2020 For questions ^out this perntit call 303.fi66.3581 or go to www.water.state.co.Lis Page 2 of 2 WELL CONSTRUCTION AND YIELD ESTIMATE REPORT FOR OFFICE USE ONLY rh DWR Divi ion 5STATEOFCOLORADO, OFFICE OF THE STATE F.N INEER RECEIVEDEta 3/26/20251313ShemSt.,Roan 821,Denver,CO 80203 303.913581 100415E 5 and r+ ntuonimc<dstetc car.u+ dmw 2025- 03-26 DEC 17 2013I. WELL PERMIT NUMBER . Recei t#: A5046+37V - 2. Owner's Well Designation: F 10041565 MTER RESOURCES 3, Well Owner Name: Wayne Pollard STATE ENGINEF.P 4. Well Location Street Address: COLO 5. GPS Well Location: Zone 12 X Zone 13 Eastin : 270555 Northing: 4383891 County: Garfield 6, Legal Well Location: SW 1/4 NW 1/4 Sec: 36 Twp: 5 S Range: 92 W 6th P.M. Distances from Section Lines ft. from Sec. line and ft.from Sec. line Subdivision: Antlers Orchard Lot: Block: Filing(Unit): T Ground Surface Elevation: 5772 ft. Date Completed: 12/6/2019 Drilling Method Air Rotary 8. Completed Aquifer Name Alluvium Total Depth: 63 feet Depth Completed: 63 feet 9. Notification: Was Notification Re uird Prior to Construction? Yes X No Date Notification Given: 10. Aquifer Type:Type I(One Confining Layer) Type I(Multiple Confining Layers)Laramie-Fox Wills P.M.Type 11(Not overlain by Type III) 'type 1I(Overlain by Type 111) X Type III(alluvial/colluvial) Geologic Log 12.Hole Diameter(in) From(ft)TO(ft) Depth Type Grain Size Color 9.0 47 000-010 Clays, Silts,Cabbies 6S 47 63 Grave s,Cobbles, an ,Clays 1 040-047 Clay,Gravels 047-063 Wasatch Formation 13. Plain Casing OD (in) Kind Wall Size From (ft)TO (ft) 7.0 Steel 0.188 1 35 5.5 PVC 0.250 50 63 Perforated Casio 7.0 Steel 0.188 35 47 5.5 PVC 0.250 43 50 14. Filter Pack 15. Packer Placement Water Located: 15-45 Material :Type ; Size : Depth Remarks Interval 16. Grouting Record Material Amount Density interval Placement i Cement 5 sks 6 gaLlsk 10-20 pouredI 17. DISINFECTION : Type HTH Amt. Used : 2 oz. I8- Well Yield Estimate Data: ()Check box if Test Data is submitted on Form Number G WS-39,Yield Test Report Well Yield Estimate Method: Air Compressor Static Level : 4 fl. Estimated Production Rate 15+ gpm Date/Time Measured 1216/2019 Estimated Length(hrs)2 Hours Remarks: 19.1 have read the siatenknns made herein andlauwr the contents thereof.and that Acey are tine to my Imowiedge.This document is signori(or game entered if filing oNine)and certified in accordance no Rude 17 4 of the Water Well Convvucu m Rules.2 CCR 402 2.Tice filing ofa document dust contains false statements is a violation ofseetion 7 91 l0g(1 xe),C.R.S..and is pmisbable by fines to$1000 and+cur revochm of the contracting neensc,if filing online rite State Engineer considers the easy of the licensed contractors name to be compliance with Rule 17.4. ompany Name elton Drilling Corp.Email:wsdi@ro£net Phone: (970) 927-4182 License Number 1095 ailin Addres : P.O.Box 1059 Basalt,Co.81621 ign(or ame if filing onli int Nine and Title Date Wayne Shelton/President 12/ 9/2019 PUMP INSTALLATION AND PRODUCTION EQUIPMENT TEST REPORT For Office Use OnlyFormNo. State of Colorado, Office of the State Engineer 23rzoz1eivedGWS-32 1313 Sherman St., Room 821, Denver, CO 80203 303:8bb.3581 9504623 10t201fi-dwr:colorado,gov and dwrpormitson:tpestate.co.us owR Division s 90129-F dmw 2025-03- 26 Received 1. Well Permit Number: Receipt Number. 6&Q4&" 10041565 3/26/2025 10041565 2. Owner's WE Designation: y, xr / 3.Well Owner Name; 4. Well Location Street Address: C& 5- 5. GPS Well Location: OZone 12 Zone 13 Easting: 7G ,0&Narthing: /-County: 4<,:,t 6. Legal WeIC Location:1 f4, _ 114, Sec. Twp. _. N or 5, Range EorW11 Distances from Section Lines: ft. from [N or S [{sec. line, and ft. from E or W 0 sec. tine Subdivision: Lot _ , Black® , Filing (Unit) 7. Check installation Type: [Zlnitial Pump Installation Replacement Pump ®Change in Depth Only ©Repair 8. Pump Data: Type:.... hf .. S I'Date Instalted(mmiddtyyyy):__/g- .? o Zo Pump Manufacturer; ( --/s Pump Model No. Design GPM: 15, at RPM HPL ji Volts 2.30 31 Full Load Amps <r,S- Pump Intake Depth; ' Feet, DroplColumn Pipe Size Inches, L& Kind of Drop Pipe -Sc dij-Lc, I`UC Additional Information for Pumps Greater Than 50 GPM: Turbine Driver Type:[]Electric Q Eneine Other Design Head: feet Number of Stages: , Shaft size: I inches 9. Other Equipment: Airline Installed:[JYcs E3No, Orifice Depth ft.- Monitor Tube lnstalled. : es MNo, Depth ft Flow Meter Mfg. t Meter Serial No. 11 !;: 3 2 7 Meter Readout:[3Gallons, []Thousand Gallons, rlAcre feet Beginning Reading: 10. Cistern Information: Material; t? Capacity: gallons DV1K ,QWDJJH6 11, Production Equipment Test Data: check box if data is submitted an Form Number GWS-39 WeII Yield Test Report. Date: Z"> 1 Total Well Depth:—js-j ft. Time- 4/11 Static Level: f ft. Rate Date Measured: _F 2-20-2v Pumping Level (ft): & 5" .. 12.:Disirxfeetion:Type: Amt. Used: 13.Notification: Was Advanced Notification Required Prior to Installation?[]Yes o, Date Notification Given: 14.Water Quality analysis available: E]YesMNo If yes, please submit with this report. 15. Remarks; 16. 1 have read the statements made herein and know the contents thereof, and they are true to my knowledge. This document is signed (or name entered if filing online)and certified in accordance with Rule 17.4 of the Water Well Construction Rules, 2 CCR 402-2. The filing of a document that contains false statements is a violation of section 37.91-108(1)(e), G.R.S., and is punishable by fines up to$1,000 and/or revocation of the contracting License. If filing online, the State Engineer considers the entry of the licensed contractors name to be compliance with Rule 17.4. Company Name:: Email:Phone w/area code: License Number: NEB.._ ` 4vellhevte PVln t21 /I vr'eC'. dfr -,(4dC ,'...,( % Mailing Address: n ax Sign (or enter name if filing online) Print Name and Title Date: DECLARATION OF SHARED WELL KNOW ALL MEN BY THESE PRESENTS that the undersigned hereby declare and adopt the following Declaration of Shared Well which shall run with the property hereinafter described and shall be binding upon all parties now owning or hereafter acquiring any interest therein or thereto. RECITALS A. Alexis Mancinas Vega, Raquel Mancinas and Angel Vega (“Declarants”) are the owners of Lots 2 and 3, Vega Minor Subdivision (the “Lots”) according to the Plat thereof recorded as Reception No. ______________ of the Garfield County, Colorado records (the “Plat”). B. Declarants are the owners of that certain water well described in Well Permit No. ______________ issued by the Colorado Division of Water Resources (the “Well”) which is located on Lot 2, Vega Minor Subdivision. C. The use of the Well is limited to fire protection, ordinary household purposes inside not more than two (2) single-family dwellings and two (2) ADUs, non-commercial livestock watering of eight (8) animals and irrigation of not more than 15,000 square feet of home gardens and lawns. D. Declarants are desirous of establishing a Declaration of Shared Well setting forth the manner in which the Well shall be shared and operated. DECLARATION NOW, THEREFORE, Declarants hereby declare, create and establish the following Declaration of Shared Well with respect to the Well: 1.Well Shares. Ownership of the Well is hereby divided equally between the Lots, each equal share representing an undivided one-half (1/2) ownership interest in the Well. The owner of each Lot shall be entitled to use the Well and the groundwater from the Well, subject to and upon the terms and conditions as set forth in this Declaration. 2.Use of Groundwater. Use of the water from the Well by each owner of a Lot shall be limited to fire protection, ordinary household purposes inside one (1) single family dwelling and one (1) ADU, the irrigation of not more than 7,500 square feet of home gardens and lawn, and the non-commercial livestock watering of four (4) animals. Each Lot shall be entitled to use one-half (1/2) of the permitted water available from the Well. 3.Return Flow. The return flow from in-house uses of water from the Well shall be through an individual wastewater disposal system of the non-evaporative type, where the water is returned to the same stream system in which the Well is located. 4.Sharing of Costs. The costs to install, maintain, repair or replace the Well or any common facilities such as the pump, pumphouse, power source or any other equipment, facilities, pipeline or portion thereof serving both Lots, shall be shared equally among the owners of the Lots. All costs to install, extend, repair, maintain or replace any equipment, facilities, pipeline or portion thereof which serve only one (1) Lot shall be the exclusive obligation of the owner of the Lot served thereby. 5.Maintenance. The owners of the Well shall cooperate and consult with each other prior to any expenditures for replacements, repairs, improvements or maintenance of the Well or any other equipment or facilities necessary for the common use of the Well. Notwithstanding the foregoing, each owner shall have the right to make such repairs, improvements, replacements and perform such maintenance as may be required to fully enjoy such owner’s water rights in the Well and to recover the proportionate share of the costs of any such improvements or repairs required to be paid by the other owner pursuant to the terms of this Declaration. 6. Owner Responsibility. Notwithstanding anything herein contained to the contrary, any maintenance or repair required to the Well or any equipment, facilities or pipelines associated therewith required as a result of the willful or negligent act of an owner of a Lot or such owner’s guests, invitees, contractors or agents shall be the sole responsibility and obligation of such owner. 7.Operating Costs. Service charges for electricity to operate the Well shall be shared equally by those owners who have connected to or are otherwise using water from the Well. Each owner shall pay such owner’s share of the operating costs promptly upon receipt of billing. No owner of a Lot shall incur any obligation or be responsible for any operating costs associated with the Well except during periods when such owner’s Lot is physically connected to or otherwise using water from the Well. 8.Water Tanks Required. Upon connection to the Well, each owner of a Lot shall be required to have an underground water storage tank having a capacity of not less than 1,500 gallons for storage of water from the Well. The owner of each Lot shall be responsible for the installation and maintenance of the storage tank serving such owner’s Lot and shall be responsible for the payment of all costs associated therewith. No owner shall be allowed to connect to or otherwise use water from the well unless and until a water storage tank is installed as required hereunder and such tank remains connected to the Well and operational. 9.Suspension of Use. No owner shall have the right to use the Well or any water produced from the Well while in default under any of the terms and conditions of this Declaration. 10.Enforcement. The failure of any owner of an interest in the Well to comply with the provisions of this Declaration shall give rise to a cause of action, in favor of the other owner aggrieved thereby, for the recovery of damages, injunctive relief, or both. Failure of an aggrieved owner to enforce any such rights shall in no event be deemed a waiver of the right to do so in the future. 2 11.Amendments. This Declaration may be amended only upon the agreement of all the owners of an interest in the Well, signed and acknowledged in the manner of a Deed and recorded in the records of the Clerk and Recorder of Garfield County, Colorado. 12.Attorney’s Fees. In the event legal action is taken to enforce the terms of this Declaration, the prevailing party shall be entitled to recover from the other reasonable attorney’s fees and costs. 13.Recording and Binding Effect. This Declaration shall be recorded in the records of Garfield County, Colorado and shall run with the Lots and shall be binding upon and inure to the benefit of the owners of said Lots and their respective successors and assigns. IN WITNESS WHEREOF this Declaration of Shared Well is dated and effective this ____ day of ___________________, 2026. DECLARANTS: ___________________________________ ____________________________________ Alexis Mancinas Vega Raquel Mancinas ___________________________________ Angel Vega STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this ___ day of ______________, 2026, by Alexis Mancinas Vega, Raquel Mancinas and Angel Vega. Witness my hand and official seal. My commission expires:______ ____________________________________ Notary Public 3 WASTEWATER TREATMENT PLAN Each Lot shall be served by separate engineered On-Site Wastewater Treatment Systems. Attached is the OWTS Report prepared by K-Cronk Engineering for the Vega Minor Subdivision. The owners of the Lots shall obtain all necessary permits from the County prior to installation of the engineered On-Site Wastewater Treatment Systems and such systems shall comply with the OWTS Report and all County and State regulations and requirements. ACCESS PLAN All three Lots shall be accessed off County Road 237 via an existing shared road currently serving single-family residences located on Tracts 22, 27 and 28, Antlers Orchard Development. There is an existing 40' Access and Utility Easement serving the property and said Tracts. The Plat shall create a 30' wide Access and Utility Easement from the shared road across Lot 2 for access to Lot 3. The driveway across Lot 2 for access to Lot 3 shall be constructed in accordance with the Primitive/Driveway Standards contained in Table 7-107 of the Garfield County Land Use Code prior to recording the Plat. Attached are an estimate from AJ Stampfel Construction for installation of the driveway across Lot 2 and the Driveway Maintenance Declaration for the same which will be recorded with the Plat. WAIVER REQUESTS - Applicants are requesting a waiver of the “Semi-Primitive” Roadway Standards contained in Table 7-107 of the Garfield County Land Use Code with regard to the lane width of the existing shared road. The Civil Engineering Report prepared by High County Engineering and submitted herewith supports the requested waiver. Page | 1 Parcel of Land in Section 36 -T5S-R92W known as PROPOSED VEGA AND MANCINAS MINOR SUBDIVISION SILT Garfield County, Colorado Parcel No: 212736200079 CIVIL ENGINEERING REPORT February 4, 2026 HCE Project Number: 2231010 Prepared for: Miguel Vega Via email: blackvalleybuilders@gmail.com By: Michael Grzesiak, P.E. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Telephone: 970.945.8676 | Fax: 970.945.2555 www.hceng.com Land Surveying Civil Engineering Page | 2 TABLE OF CONTENTS SECTION I. PURPOSE II. LOCATION III. ACCESS IV. WATER SUPPLY V. WASTEWATER DISPOSAL VI. OTHER UTILITIES VII. GROUNDWATER DRAINAGE VIII. REFERENCES TABLE OF FIGURES Figure 1 - Vicinity Map Figure 2 - GarCo LUC Table 7-107: Roadway Standards Figure 3 – Wells in the Area from Division of Wells Resources Figure 4 - Onsite Wastewater Treatment System Soils Investigation Report Figure 5 - Soils Map – USDA APPENDICES Existing Road Analysis Exhibit ITE Trip Generation Onsite Wastewater Treatment System Soils Investigation Report by K-Cronk Engineering SCS Soils Information Page | 3 I. Purpose The purpose of this report is to address the access, water supply, wastewater disposal, other utilities, storm water drainage, and public services for the proposed residential modifications proposed for the property located on a portion of land with an area 10.3± acres lying East of 818 CR 237 - near Silt, Colorado. The property is shown on Vega Minor Subdivision Plat by Bookcliff Survey Services, Colorado. II. Location The property is located approximately 1.8 miles northwest of Silt off County Road 237. The property is bordered by private property on all sides. Figure 1 below shows the parcel boundary in yellow. The Parcel number of the parcel that the lot is located within is 212736200079. The property is proposed for subdivision through the Garfield County land use process. Figure 1: Vicinity Map (Subject Parcel shown in Yellow) III. Access Access to the parcel is from an existing gravel road off County Road 237 (CR 237), and currently serves three other properties with single-family homes. The existing road runs due east from the intersection with CR 237 approximately 620’, turns south and runs south approximately 670’ where it terminates at a driveway for the southwestern property it serves. The total length is approximately 1288’. There is currently a 40’ access and utility easement for the existing gravel road along the north and east property lines of Tract 22 Antlers Orchard Development Company’s Plat No. 1. The east/west leg of the existing gravel road from CR 237 Page | 4 appears to be situated outside, south of the 40’ access easement. The existing road re-enters the access easement at the horizontal curve bearing south for the remainder of the length to the terminus. The existing gravel road from CR 237 is in good condition. Width varies from 12’ to 16’. Centerline profiles grades range between 0.3% to 6.7%. An exhibit of the existing road analysis can be referenced in the appendices. HCE understands the existing gravel road is to meet the “Semi-Primitive” standards of the Garfield County Land Use Code. Table 7-107 below outlines the following design standards for “Semi-Primitive” roadways: Figure 2 - GarCo LUC Table 7-107: Roadway Standards Below is a summary of the Semi-Primitive design standards vs. existing gravel road conditions: Semi-Primitive Roadway Design Standard Existing Road Design Capacity (ADT) 21-100 57 ROW Width 40 40 Lane Width 8 Varies (12'-22') Shoulder Width 2 3 Ditch Width 4 Varies (Up to 14’) Cross Slope 3% Gravel 3% Shoulder Slope 5% 1%-8% Design Speed n/a n/a Minimum Radius 50' 55' Maximum Grade 12% 6.67% Surface Gravel Gravel The existing road does not appear to meet the Semi-Primitive Design Standard primarily due to width. At its narrowest section, the existing road is approximately 12 feet wide. The Semi- Page | 5 primitive standard requires a 16 foot minimum (two 8 foot lanes). The existing road generally meets the other design standard criteria. The existing road will serve six single-family residences; existing Tracts 22, 27 and 28 of the Antlers Orchard Development, and proposed Lots 1-3 of the Vega Minor Subdivision. ITE Trip Generation Land Use Code 210 (Single-Family Detached Housing) lists an average rate of 9.44 daily trips per unit, producing 57 weekday daily trips, 5 total AM peak trips, 6 total PM peak trips, and 6 total Saturday peak trips. The trip generation calculation can be referenced in the appendices. The total weekday trips of 57 is mid-range of the 21-100 ADT Semi-Primitive design capacity. It is recommended a waiver be requested for the substandard width due to the low traffic volume to be served by the road. Additionally, the minimum existing width of 12 feet is a standard lane width for collector road standards. The Vega Minor Subdivision Plat proposes three lots: Lot 1, the northern half of the existing parcel, and Lots 2 and 3 comprising the southwest and southeast parcels respectively. Lots 1 and 2 are accessed from the existing gravel road, and Lot 3 will require a proposed driveway along the southern property line of Lot 2. The Vega Minor Subdivision proposes a 30’ access and utility easement along the southern property line of Lot 2 to Lot 3. Access to the proposed Lot 3 of the Vega Minor Subdivision will require the construction of a driveway through a 30’ easement across Lot 2 as described above. The driveway shall be constructed to the Primitive/Driveway roadway design standards outlined in Table 7-107 above. IV. Water Supply Water for domestic use will be provided by a proposed domestic well located near the west property boundary of the existing parcel. The proposed well will serve Lots 2 and 3, and potentially a piece of land on Tract 22. Currently there is a domestic well (permit 90129-F) west of the westerly adjacent property providing water for the existing westerly property. The owner has an agreement to supply domestic water from the existing well to the proposed Vega Minor Subdivision. Figure 3 below shows surrounding wells near the property. HCE has not conducted any detailed analysis of the well permit or water rights available for the property. If specific information is required a water resource engineer should be consulted. Page | 6 Figure 3: Wells in the Area referenced from Division of Wells Resources (in Green) Fire protection will also be provided via the well, and storage requirements will be determined based on requirements of the Colorado River Fire Protection District. V. Wastewater Disposal New onsite wastewater treatment systems will need to be installed for each proposed Lot. An Onsite Wastewater Treatment System Soils Investigation Report was completed by K- Cronk Engineering, dated October 22, 2025. The report found the site suitable for single- family OWST systems, and recommends the following for each lot: • Lot 1 - Pressurized distribution system, with or without an unlined sand filter, single- family residence OWTS. • Lot 2 - Pressurized distribution system, with or without an unlined sand filter, single- family residence OWTS. • Lot 3 - A gravity system with the infiltrative surface installed at a depth of 24” – 48” below existing ground surface, single-family residence OWTS. The OWTS Investigation Report can be referenced in the appendices for investigation findings, Lot specific location information, and system recommendations. VI. Other Utilities Page | 7 Currently the proposed lots are undeveloped. The owner has a will-serve letter from Excel energy for electric service to the proposed subdivision. VII. Groundwater Drainage Onsite soils consist of the following unit types per the USDA NRCS Websoil Survey: • 41 Kim loam, 6 to 12 percent slopes o Depth to restrictive feature: >80 inches o Depth to water table: >80 inches o Hydrologic Soil Group: A • 49 Olney loam, 1 to 3 percent slopes o Depth to restrictive feature: >80 inches o Depth to water table: >80 inches o Hydrologic Soil Group: B • 51 Olney loam, 6 to 12 percent slopes o Depth to restrictive feature: >80 inches o Depth to water table: >80 inches o Hydrologic Soil Group: B • 57 Potts-Ildefonso complex, 3 to 12 percent slopes o Depth to restrictive feature: >80 inches o Depth to water table: >80 inches o Hydrologic Soil Group: C Soil map unit descriptions and information can be referenced in the appendices. The OWTS soils report indicates the following soils evaluation trench results for each lot: • Lot 1 - No groundwater was present to a depth of 96” BGS. Evidence of periodically saturated soils observed at a depth of 64" BGS. • Lot 2 - No groundwater was present to a depth of 96” BGS. Evidence of periodically saturated soils observed at a depth of 48" BGS. • Lot 3 - No evidence of ground water or periodically saturated soils to a depth of 96" BGS. Based on the information available, HCE does not believe groundwater to be a significant issue impacting construction of single-family residences. A site-specific geotechnical investigation report has not been provided at this time. Once site-specific soils reports are completed for proposed construction, all findings and recommendations based on subsurface exploration shall be followed. VIII. References: Web Soil Survey of Aspen-Gypsum Area, U.S. Dept. of Agriculture, Natural Resources Conservation Service, 2021 Page | 8 Appendices County Road No. 233 SITE Harvey Gap Road Section 36 Section 4 T5S R92W T6S R92W 30.0' Right-of-Way Reception No. 37488 30.0' Right-of-Way Reception No. 37488 40.0' Access & Utility Easement Reception No. 919589 North Center 1/16 Section 36 Found 2-1/2" Aluminum Cap on #6 Rebar .5' Below Ground Stamped "NC1/16 S36 PLS 13501" T r act 2 2 A ntle r s O r c h a r d De v elo p m e n t C o m p an y's P l a t N o. 1 R e c e p tio n N o . 3 7 4 8 8 L o t 1 7 P e ac h V alle y O r c h a r d R e c e p tio n N o. 0 3 6 4 7 4 L o t 1 6 P e ac h V alle y O r c h a r d R e c e p tio n N o. 0 3 6 4 7 4 L o t 1 8 P e ac h V alle y O r c h a r d R e c e p tio n N o. 0 3 6 4 7 4 Found #5 Rebar & 1-1/4" Yellow Plastic Cap Stamped "PLS 13501" Found #5 Rebar & 1-1/4" Yellow Plastic Cap Stamped "PLS 13501" T r act 2 7 A ntle r s O r c h a r d D e v elo p m e n t C o m p any 's P l a t N o . 1 R e c e p tio n N o. 3 7 4 8 8 T r act 2 8 A ntle r s O r c h a r d De v elo p m e n t C o m p an y's P l a t N o. 1 R e c e p tio n N o. 3 7 4 8 8 L o t 2 5 P e ac h V alle y O rc h a r d R e c e p tio n N o. 0 3 6 4 7 4 40.0' Access & Utility Easement Reception No. 919589 to County Road No. 237 Harvey Gap Road L o t 1 5 P e ac h V alle y O r c h a r d R e c e p tio n N o. 0 3 6 4 7 4 To be Set 18" #5 Rebar & 1-1/4" Orange Plastic Cap Stamped "PROP CORNER PLS 36572" Basis of Bearing N 89°20'40" E 682.32' Lot 1 5.171± Acres Lot 2 2.582± Acres Lot 3 2.581± Acres 5 7 8 0 5 7 7 0 5 7 8 0 N 00°39'22" E 661.13'S 00°51'36" W 661.00' S 89°19'45" W 679.97' 330. 58 ' 330.55 ' 330.50' 330.50' Northwest 1/16 Section 36 Found 2-1/2" Aluminum Cap on #6 Rebar .5' Below Ground Stamped NW1/16 S36 PLS 13501 1998 County Road No. 237 Harvey Gap Road 339.99'339.98' 340.58' N 89°20'16" E 681.15' 340.57' S 00°45'29" W 330.54' 45.0' Access and Utility Easement Reception No. 925765 N 89°20'40" E 682.42' Vicinity Map Scale: 1"=2000' 13 6 E a s t 3 r d S t r e e t Ri f l e , C o l o r a d o 8 1 6 5 0 Ph . ( 9 7 0 ) 6 2 5 - 1 3 3 0 Fa x ( 9 7 0 ) 6 2 5 - 2 7 7 3 25082 MI N O R S U B D I V I S I O N P L A T AL E X I S M A N C I N A S V E G A 81 8 C O U N T Y R O A D 2 3 7 SI L T , C O 8 1 6 5 2 VEGA MINOR SUBDIVISION PLAT A Resubdivision of Tract 21, Antlers Orchard Development Company's Plat No. 1, Reception No. 37488 Situate in the NW1/4 of Section 36, Township 5 South, Range 92 West of the 6th P.M. County of Garfield, State of Colorado TITLE CERTIFICATE I, ___________________________________, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, OR AGENT AUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN __________________________________________________________________________________, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS: _____________________________________________________________________________________________________________________ _____________________________________________________________________________________________________________________ _____________________________________________________________________________________________________________________ DATED THIS ___________ DAY OF _____________________________, A.D. 20____. TITLE COMPANY: ____________________________________________ ____________________________________________ AGENT OR ____________________________________________ ATTORNEY COLORADO ATTORNEY REGISTRATION NO.__________ COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S. § 38-51-101 AND 102, ET SEQ. DATED THIS ________ DAY OF _________________________, A.D., 20____. _______________________________ GARFIELD COUNTY SURVEYOR CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT _________ O'CLOCK _____, ON THIS ___________ DAY OF _____________________A.D., 20_____, AND IS DULY RECORDED AS RECEPTION NO. __________________. ATTEST: ________________________________ CLERK AND RECORDER BY: ____________________________________ DEPUTY CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF ________________________________, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL. DATED THIS ______ DAY OF __________________,A.D., 20_____ ___________________________________ TREASURER OF GARFIELD COUNTY CERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED, ALEXIS MANCINAS VEGA AND RAQUEL MANCINAS, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, COLORADO, DESCRIBED AS FOLLOWS: TOWNSHIP 5 SOUTH, RANGE 92 WEST OF THE 6TH P.M. SECTION 36: NESENW ALSO KNOWN AS: TRACT 21 ANTLERS ORCHARD DEVELOPMENT CONTAINING 10.334 ACRES, MORE OR LESS, HAS [HAVE] CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF VEGA MINOR SUBDIVISION PLAT, A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER(S) DO(ES) HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE(S) TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. EXECUTED THIS ____ DAY OF _______________, A.D., 20______. ALEXIS MANCINAS VEGA RAQUEL MANCINAS 818 COUNTY ROAD 237 818 COUNTY ROAD 237 SILT, CO 81652 SILT, CO 81652 STATE OF COLORADO ) : SS COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF _______________, A.D., 20________, BY ___________________________________________________________________________________________________________________. MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL. _____________________________________________ NOTARY PUBLIC COUNTY COMMISSIONER'S CERTIFICATE BASED UPON THE REVIEW AND RECOMMENDATION OF GARFIELD COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS SUBDIVISION PLAT THIS ___ DAY OF _______________, A.D., 20__, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. __________________________________________________ CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: ___________________________________________________ COUNTY CLERK NOTES 1.) DATE OF SURVEY WAS AUGUST 8, 2025 . 2.) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N89°20'40"E ALONG THE NORTH LINE OF TRACT 21, ANTLERS ORCHARD DEVELOPMENT COMPANY PLAT NO. 1 BETWEEN A FOUND #5 REBAR AND 1-1/4" YELLOW PLASTIC CAP STAMPED "PLS 13501" AND THE NORTH CENTER 1/16 SECTION 36, A FOUND 2-1/2" ALUMINUM CAP ON #6 REBAR .5' BELOW GROUND STAMPED "NC1/16 S36 PLS 13501" 3.) THIS PLAT IS BASED ON: a. SPECIAL WARRANTY DEED RECORDED DECEMBER 9, 2019 AS RECEPTION NO. 929295 IN THE RECORDS OF THE GARFIELD, COUNTY, COLORADO CLERK AND RECORDER'S OFFICE. b.RESEARCH FOR RIGHTS-OF-WAY AND EASEMENTS OF RECORD ARE BASED ON COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC. COMMITMENT NO. 2025-05-61, DATED MAY 27, 2025. c. MONUMENTS FOUND IN PLACE AS INDICATED HEREON. 4.) ALL DIMENSIONS SHOWN HEREON ARE RECORD AND AS-MEASURED UNLESS OTHERWISE INDICATED. 5.) ALL FOUND OR SET MONUMENTS ARE FLUSH WITH GROUND EXCEPT AS NOTED HEREON. 6.) THE LINEAL UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 7.) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE I MICHAEL J. LANGHORNE, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF VEGA MINOR SUBDIVISION AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, IS BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT CONFORMS WITH THE CURRENT "STANDARDS FOR LAND SURVEYS" OF THE COLORADO AES BOARD OF LICENSURE, AS WELL AS WITH RELATED SURVEY REQUIREMENTS OF CURRENT VERSIONS OF THE COLORADO REVISED STATUTES AND THE COUNTY OF GARFIELD REGULATIONS, THIS CERTIFICATE IS NOT INTENDED TO BE AN EXPRESS OR IMPLIED WARRANTY OR GUARANTEE OF ANY MATTERS EXCEPT THOSE STATED IN THE PRECEDING SENTENCE AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF THE VEGA MINOR SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL DATE:_____________________ _______________________________________ MICHAEL J. LANGHORNE, P.L.S. #36572 LIENHOLDER CONSENT AND SUBORDINATION THE UNDERSIGNED, BEING THE BENEFICIARY UNDER A DEED OF TRUST GRANTED BY THE OWNER(S) UPON THE REAL PROPERTY PLATTED AND DIVIDED AS SHOWN UPON THE WITHIN [EXEMPTION] PLAT, CERTIFIES THAT THE UNDERSIGNED HAS REVIEWED THE [EXEMPTION] PLAT AND BY THIS CERTIFICATION HEREBY CONSENTS TO SAID [EXEMPTION] PLAT AND TO THE RECORDING THEREOF. BENEFICIARY FURTHER CONSENTS TO SAID [EXEMPTION] PLAT AS STATED IN THE CERTIFICATE OF DEDICATION AND OWNERSHIP EXECUTED BY THE OWNER(S) HEREON, AND HEREBY SUBORDINATES ANY INTEREST THAT BENEFICIARY MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATION, TO THE ENTITY(IES) OR THE GENERAL PUBLIC TO WHICH SUCH DEDICATION IS MADE. ______________________________________ AUTHORIZED REPRESENTATIVE ______________________________________ ______________________________________ STATE OF COLORADO ) : SS COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF _______________, A.D., 20________, BY _________________________________________________________________________________________________. MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL. _____________________________________________ NOTARY PUBLICREV I EW PLAT NOTES A. NOXIOUS WEEDS. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. B. OPEN HEARTH SOLID-FUEL FIREPLACES. NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID-FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. C. EXTERIOR LIGHTING. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. D. RIGHT TO FARM COLORADO IS A “RIGHT-TO-FARM” STATE PURSUANT TO C.R.S. 35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY’S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON-NEGLIGENT MANNER. THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS. E. MAINTENANCE OF FENCES, RURAL LIVING, ETC. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS “A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE” PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. F. MINERAL RIGHTS. THE MINERAL RIGHTS ASSOCIATED WITH THIS PROPERTY MAY NOT BE TRANSFERRED WITH THE SURFACE ESTATE THEREFORE ALLOWING THE POTENTIAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTY BY THE MINERAL ESTATE OWNER(S) OR LESSEE(S). G. ACCESSORY DWELLING UNITS. ACCESSORY DWELLING UNITS ARE NOT PERMITTED IN CONFORMANCE WITH THE COMPREHENSIVE PLAN DENSITY STANDARDS. H. DOMESTIC DOGS. DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OF WILDLIFE. I. WILDLIFE-FRIENDLY FENCING. FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR WILDLIFE-FRIENDLY FENCING. J. SEPTIC SYSTEMS. ENGINEER-DESIGNED SEPTIC SYSTEMS ARE REQUIRED WITHIN THIS SUBDIVISION. K. FOUNDATIONS. ENGINEER-DESIGNED FOUNDATIONS ARE REQUIRED WITHIN THIS SUBDIVISION. L. IRRIGATION DITCHES DITCH OWNER(S) RIGHTS: COLORADO STATE STATUTES 37-86-102 PROVIDES THAT ANY PERSON OWNING A WATER RIGHT OR CONDITIONAL WATER RIGHT SHALL BE ENTITLED TO A RIGHT-OF-WAY THROUGH THE LANDS WHICH LIE BETWEEN THE POINT OF DIVERSION AND POINT OF USE OR PROPOSED USE FOR THE PURPOSE OF TRANSPORTING WATER FOR BENEFICIAL USE IN ACCORDANCE WITH SAID WATER RIGHT OR CONDITIONAL WATER RIGHT. ANY IMPACT, CHANGE OR CROSSING OF A DITCH SHALL REQUIRE APPROVAL FROM THE DITCH OWNER. MINERAL OWNERS TO BE PROVIDED Tract 22 Antlers Orchard Development Company's Plat No. 1 Reception No. 37488 40' Access & Utility Easement Reception No. 919589 to County Road No. 237 Harvey Gap Road 45' Access and Utility Easement Reception No. 925765 CR 2 3 7 40' Access & Utility Easement Reception No. 919589 30' Access & Utility Easement Created with this Plat Tract 22 Antlers Orchard Development Company's Plat No. 1 Reception No. 37488 LOT 1 VEGA MINOR SUBDIVISION LOT 2 VEGA MINOR SUBDIVISION BY NO . DA T E PROJECT NO. RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 COLORADO 811CALL BEFOREYOU DIG Utility NotificationCenter of Colorado 2261006.00 MI G U E L V E G A PR O J E C T _ L O C A T I O N GA R F I E L D C O U N T Y , C O EX I S T I N G R O A D AN A L Y S I S EX H I B I T MG G MG G 1/ 2 7 / 2 6 Tract 22 Antlers Orchard Development Company's Plat No. 1 Reception No. 37488 Project: Vega Minor Subdivision Project Number: 2261006.00 Date: 1/27/26 By: MGG Weekday Land Use ITE Code Proposed Size Average Vehicle Trip Ends vs: Weekday Daily In Out Total In Out Total In Out Total EQ/AVG RT In Out EQ/AVG RT In Out EQ/AVG RT In Out EQ/AVG RT Single Family Detached 210 6 Dwelling Units 57 1 3 5 4 2 6 3 3 6 9.44 26% 74% 0.76 64% 36% 1 54% 46% 0.93 PM Peak Distribution SAT/SAT Peak Distribution 1. Land Use informtion from ITE Trip Generation Manual 10th Edition Notes Trip Generation Summary AM Peak PM Peak SAT Peak AM Peak Distribution Single-Family Detached Housing (210) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 159 Avg. Num. of Dwelling Units: 264 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.44 4.81 - 19.39 2.10 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.92 Ln(X) + 2.71 R²= 0.95 0 500 1,000 1,500 2,000 2,500 3,0000 5,000 10,000 15,000 20,000 2 Trip Generation Manual 10th Edition ‡ Volume 2: Data ‡ Residential (Land Uses 200–299) Single-Family Detached Housing (210) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, AM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 157 Avg. Num. of Dwelling Units: 231 Directional Distribution: 26% entering, 74% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.76 0.36 - 2.27 0.26 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.20 R²= 0.89 0 500 1,000 1,500 2,000 2,500 3,0000 500 1,000 1,500 2,000 5Trip Generation Manual 10th Edition ‡ Volume 2: Data ‡ Residential (Land Uses 200–299) Single-Family Detached Housing (210) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, PM Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 165 Avg. Num. of Dwelling Units: 217 Directional Distribution: 64% entering, 36% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 1.00 0.49 - 2.98 0.31 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.34 R²= 0.92 0 500 1,000 1,5000 200 400 600 800 1,000 1,200 1,400 6 Trip Generation Manual 10th Edition ‡ Volume 2: Data ‡ Residential (Land Uses 200–299) Single-Family Detached Housing (210) Vehicle Trip Ends vs: Dwelling Units On a: Saturday, Peak Hour of Generator Setting/Location: General Urban/Suburban Number of Studies: 31 Avg. Num. of Dwelling Units: 188 Directional Distribution: 54% entering, 46% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.93 0.64 - 1.75 0.26 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: T = 0.84(X) + 17.99 R²= 0.87 0 200 400 6000 100 200 300 400 500 600 8 Trip Generation Manual 10th Edition ‡ Volume 2: Data ‡ Residential (Land Uses 200–299) Onsite Wastewater Treatment System Soils Investigation Report October 22, 2025 Vega Subdivision Project -TBD- County Road 237 Silt, CO 81652 Parcel No. 2127-362-00-079 Prepared By: K-Cronk Engineering, Inc. P.O. Box 140 Mack, CO 81525 970-250-0572 - 1 - Site History The subject parcel is approximately 10 acres of uncultivated native soil with dense vegetation. The owners of the property would like to subdivide the parcel into three lots. A soils evaluation and site study were conducted on the property of reference on 10/22/25 by Kachayla R. Cronk1. At that time, a total of three trenches were excavated and evaluated, one on each of the proposed lots. Results of the evaluation are provided below; it should be noted that all dimensions are measured from the property lines of the 10-acre parent parcel. OWTS Analysis The soil type located on the property is mostly consistent throughout, however, there were differences in groundwater and periodically saturated soils from one area to another, likely due to the change in elevation across the parent parcel – these variations are significant enough that different treatment systems are recommended for each proposed lot, as described below. Per current Garfield County OWTS Regulations, adopted on March 6, 2023, (Regulations) the infiltrative surface must be located at least 4’ above a limiting layer for a gravity system, or at least 3’ above a limiting layer for a pressurized system. Should the Regulations be revised at any time prior to submitting an OWTS design, the current Regulations at that time must be upheld. Lot 1 Soils evaluation trench A was located approximately 205’ south of the north property line and approximately 80’ west of the east property line. Drainage in the localized area where the soils evaluation trench was excavated is approximately 2% to the southwest. Soils evaluation trench A was extended to a depth of 96" below ground surface (BGS). No groundwater was present to a depth of 96” BGS, but evidence of periodically saturated soils was observed at a depth of 64" BGS. The limiting layer has been identified as periodically saturated soils at 64” BGS. The soils evaluation indicates four distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 0” – 12” clay loam topsoil w/ root structures & organics, dark brown (Soil Type 3A, USDA – clay loam, massive, structureless) 12” – 32” clay loam w/ root structures, dark brown (Soil Type 3A, USDA – clay loam, massive, structureless) 32” – 74” sandy clay loam, dark brown (Soil Type 3A, USDA – sandy clay loam, massive, structureless) 74” – 96” sandy clay loam with minor rock (<35% rock), dark brown (Soil Type 3A, USDA – sandy clay loam, massive, structureless) 1 Kachayla R. Cronk holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. - 2 - The limiting layer was identified as periodically saturated soils located at a depth of 64” BGS. A pressurized distribution system, with or without an unlined sand filter, would be appropriate for an OWTS designed to serve a single-family residence. The infiltrative surface may be installed at a maximum depth of 28” below existing ground surface to provide adequate separation from the periodically saturated soils. Alternatively, a gravity system with the infiltrative surface installed at a maximum depth of 16” below existing ground surface may be designed. In this scenario, care must be taken to ensure the building foundation is constructed high enough to accommodate gravity flow to the soil treatment area (STA). The backfill over the STA would extend above existing grade by a minimum of 8” to provide adequate cover over the septic components. Significant dirt work would be required to ensure proper grades are met. Lot 2 Soils evaluation trench B was located approximately 70’ north of the south property line and approximately 160’ west of the east property line. Drainage in the localized area where the soils evaluation trench was excavated is approximately 3% to the west. Soils evaluation trench B was extended to a depth of 96" below ground surface (BGS). No groundwater was present to a depth of 96” BGS, but evidence of periodically saturated soils was observed at a depth of 48" BGS. The limiting layer has been identified as periodically saturated soils at 48” BGS. The soils evaluation indicates three distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 0” – 12” clay loam topsoil w/ root structures, dark brown (Soil Type 3A, USDA – clay loam, massive, structureless) 12” – 45” clay loam w/ root structures, dark brown (Soil Type 3A, USDA – clay loam, massive, structureless) 45” – 96” sandy clay loam, dark brown (Soil Type 3A, USDA – sandy clay loam, massive, structureless) The limiting layer was identified as periodically saturated soils located at a depth of 48” BGS. A pressurized distribution system with or without an unlined sand filter would be appropriate for an OWTS designed to serve a single-family residence. The infiltrative surface may be installed at a maximum depth of 12” below existing ground surface to provide adequate separation from the periodically saturated soils. The backfill over the STA would extend above existing grade by a minimum of 12” to provide adequate cover over the septic components. A gravity system is not feasible in the area of this soils evaluation. - 3 - Lot 3 Soils evaluation trench C was located approximately 130’ north of the south property line and approximately 90’ west of the east property line. Drainage in the localized area where the soils evaluation trench was excavated is approximately 4% to the north. Soils evaluation trench C was extended to a depth of 96" below ground surface (BGS). There was no evidence of ground water or periodically saturated soils in the open excavation to a depth of 96" BGS. No limiting layer was identified to a depth of 96” BGS. The soils evaluation indicates two distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 0” – 22” sandy clay loam, dark brown/red (Soil Type 3A, USDA – sandy clay loam, massive, structureless) 22” – 96” clay loam, light brown/red (Soil Type 3A, USDA – clay loam, massive, structureless) No limiting layer was encountered to a depth of 96” BGS. A gravity system with the infiltrative surface installed at a depth of 24” – 48” below existing ground surface would be appropriate for an OWTS designed to serve a single -family residence. - 4 - Limitations This document is representative of the site conditions disclosed at the specific time of the site investigation. Site conditions are subject to change from external events both manmade (irrigation or water feature construction) and naturally occurring (flooding or excessive precipitation). K- Cronk Engineering, Inc. is not responsible and accepts no liability for any future variation in site conditions. K-Cronk Engineering, Inc. represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of professional engineering in the area. No warranty or representation, either expressed or implied, is included or intended in this report or in any of our contracts Seal Kachayla R. Cronk Date Kachayla R. Cronk 10/22/2025 Kachayla R. Cronk 10/22/2025 O Q N E DRRHNM #K D M FHMDD Q5003/J #BG#X K # Q- B Q N M J BNK N Q #C N KHBDM R D C Soil Map—Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 1 of 3 43 8 3 7 6 0 43 8 3 8 0 0 43 8 3 8 4 0 43 8 3 8 8 0 43 8 3 9 2 0 43 8 3 9 6 0 43 8 4 0 0 0 43 8 4 0 4 0 43 8 3 7 2 0 43 8 3 7 6 0 43 8 3 8 0 0 43 8 3 8 4 0 43 8 3 8 8 0 43 8 3 9 2 0 43 8 3 9 6 0 43 8 4 0 0 0 43 8 4 0 4 0 270770 270810 270850 270890 270930 270970 270770 270810 270850 270890 270930 270970 39° 34' 31'' N 10 7 ° 4 0 ' 8 ' ' W 39° 34' 31'' N 10 7 ° 3 9 ' 5 8 ' ' W 39° 34' 21'' N 10 7 ° 4 0 ' 8 ' ' W 39° 34' 21'' N 10 7 ° 3 9 ' 5 8 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 50 100 200 300Feet 0 20 40 80 120Meters Map Scale: 1:1,570 if printed on A portrait (8.5" x 11") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 18, Aug 29, 2025 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 25, 2021—Sep 5, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 41 Kim loam, 6 to 12 percent slopes 2.2 21.1% 49 Olney loam, 1 to 3 percent slopes 3.6 34.1% 51 Olney loam, 6 to 12 percent slopes 0.2 1.7% 57 Potts-Ildefonso complex, 3 to 12 percent slopes 4.5 43.0% Totals for Area of Interest 10.6 100.0% Soil Map—Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 3 of 3 Rifle Area, Colorado, Parts of Garfield and Mesa Counties 41—Kim loam, 6 to 12 percent slopes Map Unit Setting National map unit symbol: jny8 Elevation: 5,000 to 6,000 feet Farmland classification: Farmland of statewide importance Map Unit Composition Kim and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform: Alluvial fans, Benches Down-slope shape: Linear, convex Across-slope shape: Linear, convex Parent material: Alluvium derived from sandstone and shale Typical profile H1 - 0 to 17 inches: loam H2 - 17 to 60 inches: loam Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Available water supply, 0 to 60 inches: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: R048AY306UT - Upland Loam (Wyoming Big Sagebrush) Map Unit Description: Kim loam, 6 to 12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 1 of 2 Hydric soil rating: No Data Source Information Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 18, Aug 29, 2025 Map Unit Description: Kim loam, 6 to 12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 2 of 2 Rifle Area, Colorado, Parts of Garfield and Mesa Counties 49—Olney loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: jnyj Elevation: 5,000 to 6,500 feet Farmland classification: Prime farmland if irrigated Map Unit Composition Olney and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landform: Valley sides, Alluvial fans Down-slope shape: Convex, linear Across-slope shape: Convex, linear Parent material: Alluvium derived from sandstone and shale Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 33 inches: sandy clay loam H3 - 33 to 43 inches: gravelly sandy clay loam H4 - 43 to 60 inches: very gravelly sandy loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 7.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3c Hydrologic Soil Group: B Ecological site: R048AY306UT - Upland Loam (Wyoming Big Sagebrush) Map Unit Description: Olney loam, 1 to 3 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 1 of 2 Hydric soil rating: No Data Source Information Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 18, Aug 29, 2025 Map Unit Description: Olney loam, 1 to 3 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 2 of 2 Rifle Area, Colorado, Parts of Garfield and Mesa Counties 51—Olney loam, 6 to 12 percent slopes Map Unit Setting National map unit symbol: jnym Elevation: 5,000 to 6,500 feet Farmland classification: Farmland of statewide importance Map Unit Composition Olney and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Olney Setting Landform: Alluvial fans, Valley sides Down-slope shape: Linear, convex Across-slope shape: Linear, convex Parent material: Alluvium derived from sandstone and shale Typical profile H1 - 0 to 12 inches: loam H2 - 12 to 33 inches: sandy clay loam H3 - 33 to 43 inches: gravelly sandy clay loam H4 - 43 to 60 inches: very gravelly sandy loam Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 7.6 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: R048AY306UT - Upland Loam (Wyoming Big Sagebrush) Map Unit Description: Olney loam, 6 to 12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 1 of 2 Hydric soil rating: No Data Source Information Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 18, Aug 29, 2025 Map Unit Description: Olney loam, 6 to 12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 2 of 2 Rifle Area, Colorado, Parts of Garfield and Mesa Counties 57—Potts-Ildefonso complex, 3 to 12 percent slopes Map Unit Setting National map unit symbol: jnyt Elevation: 5,000 to 6,500 feet Farmland classification: Not prime farmland Map Unit Composition Potts and similar soils: 60 percent Ildefonso and similar soils: 30 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Potts Setting Landform: Mesas, Valley sides Down-slope shape: Linear, convex Across-slope shape: Linear, convex Parent material: Alluvium derived from basalt and/or alluvium derived from sandstone and shale Typical profile H1 - 0 to 4 inches: loam H2 - 4 to 28 inches: clay loam H3 - 28 to 60 inches: loam Properties and qualities Slope: 3 to 12 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.60 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 10.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C Ecological site: R048AY306UT - Upland Loam (Wyoming Big Sagebrush) Hydric soil rating: No Map Unit Description: Potts-Ildefonso complex, 3 to 12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 1 of 2 Description of Ildefonso Setting Landform: Valley sides, Mesas Down-slope shape: Convex Across-slope shape: Convex Parent material: Alluvium derived from basalt and/or alluvium derived from sandstone and shale Typical profile H1 - 0 to 8 inches: stony loam H2 - 8 to 60 inches: very stony loam Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 35 percent Maximum salinity: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: R034BY330UT - Upland Stony Loam (Pinyon-Utah Juniper) Hydric soil rating: No Data Source Information Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 18, Aug 29, 2025 Map Unit Description: Potts-Ildefonso complex, 3 to 12 percent slopes---Rifle Area, Colorado, Parts of Garfield and Mesa Counties Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/29/2026 Page 2 of 2 DRIVEWAY MAINTENANCE DECLARATION KNOW ALL MEN BY THESE PRESENTS that the undersigned hereby declare and adopt the following Driveway Maintenance Declaration which shall run with the property hereinafter described and shall be binding upon all parties now owning or hereafter acquiring any interest therein or thereto. RECITALS A. ALEXIS MANCINAS VEGA, RAQUEL MANCINAS and ANGEL VEGA (collectively “Declarant) are the owners of Lots 2 and 3, Vega Minor Subdivision (the “Lots”), according to the plat thereof recorded as Reception No. _______________ of the Garfield County, Colorado records (the “Plat”). B. The Plat establishes a 30' Access and Utility Easement across Lot 2 for the construction, use, maintenance and repair of a shared driveway serving the Lots (“Shared Driveway”). C. Declarant is desirous of establishing a Driveway Maintenance Declaration setting forth the manner in which the Shared Driveway shall be shared and maintained for the benefit of the Lots. DECLARATION NOW, THEREFORE, Declarant hereby declares, creates and establishes the following Driveway Maintenance Declaration with respect to the Shared Driveway: 1.Shared Driveway. The Shared Driveway located within the 30' Access and Utility Easement created by the Plat shall be for the use and benefit of the Lots for ingress, egress, access and roadway purposes. 2. Road Maintenance Standards. The Shared Driveway shall be maintained as a gravel/dirt road to a minimum standard that will accommodate convenient travel over a reasonably smooth surface by an ordinary two-wheel drive passenger automobile. 3.Maintenance and Repairs. The owners of the Lots served by the Shared Driveway shall cooperate and consult with each other prior to any expenditures for the improvement, maintenance or repair of any shared portion of the Shared Driveway. Notwithstanding the foregoing, each owner shall have the right to make such improvements and repairs and perform such maintenance as may be required to achieve and maintain the minimum standard described in paragraph 2 above. Any improvement to a shared portion of the Shared Driveway over the minimum standard set forth in paragraph 2 above (i.e. pavement, concrete, etc.), shall require the unanimous agreement of the owners of the Lots. 4.Sharing of Costs. The costs to improve, maintain or repair any portion of the Shared Driveway serving more than one Lot shall be shared equally among the owners of the Lots. All costs to improve, maintain and repair any portion of the Shared Driveway serving only one Lot shall be the exclusive obligation of the owner of the Lot served thereby. No owner shall be responsible to share in the costs to improve, maintain or repair any portion of the Shared Driveway which extends beyond such owner’s private driveway and does not otherwise serve such owner’s Lot. 5. Owner Responsibility. Notwithstanding anything herein contained to the contrary, any maintenance or repair of the Shared Driveway required as a result of the willful or negligent act of an owner of a Lot or such owner’s guests, invitees, contractors or agents shall be the sole responsibility and obligation of such owner. 6.Enforcement. The failure of any owner of a Lot to pay his or her share of the maintenance, repair or improvement costs or otherwise comply with the provisions of this Declaration shall give rise to a cause of action in favor of the other owner aggrieved thereby for the recovery of damages, costs of action and attorney's fees. The failure of any aggrieved owner to enforce any such rights of collection or enforce the maintenance standards set forth in paragraph 2 above, shall, in no event, be deemed a waiver of the right to do so in the future. 7.Amendments. This Declaration may be amended only upon the agreement of the owners of the Lots, signed and acknowledged in the manner of a Deed and recorded in the records of the Clerk and Recorder of Garfield County, Colorado. 8.Attorney’s Fees. In the event legal action is taken to enforce the terms of this Declaration, the prevailing party shall be entitled to recover from the other party reasonable attorney’s fees and costs. 9.Recording and Binding Effect. This Declaration shall be recorded in the records of Garfield County, Colorado and shall run with the Lots and shall be binding upon and inure to the benefit of the owners of the Lots and their respective successors and assigns. IN WITNESS WHEREOF, this Driveway Maintenance Declaration is executed this _______ day of ___________, 2026. _______________________________________ ____________________________________ Alexis Mancinas Vega Raquel Mancinas _______________________________________ Angel Vega 2 STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this ____ day of _____________, 2026 by Alexis Mancinas Vega, Raquel Mancinas and Angel Vega, as the Owners of Lots 2 and 3, Vega Minor Subdivision. Witness my hand and official seal. My commission expires: Notary Public 3 Estimate Date 5/4/2026 Estimate # 1331 Name / Address Raquel and Alexis Vega 818 County road 237 Silt, Co 81652 A.J. Stampfel Construction 759 36 3/10 RD. Palisade Co 81526 Project THANK YOU, KIP Customer Signature Total Description Qty Cost Total estimate is for equipment labor and material to install 325 lf of road way 22 lf in width with bar ditch and culvert on the south side of the road bid will include 360 ton of 11/2 '' road base hauled and bladed out . bid is good for 15 days due to rising fuel costs 18,000.00 18,000.00 _____________________________________ $18,000.00 ARTICLE 7: STANDARDS 7-101. Zone District Use Regulations: The resulting Lots shall comply with the 2 acre minimum lot area required by the underlying Rural Zoning. 7-102. Comprehensive Plan and Intergovernmental Agreements: The Comprehensive Plan labels this Property as Residential Medium High with lots of 2-6 acres. The proposed Lots meet the minimum lot size set forth in the Comprehensive Plan. 7-103. Compatibility: The proposed Lots are compatible with the surrounding land uses of small residential farms and ranchettes, ranging from 2 to 10 acres. 7-104. Source of Water: Lot 1 shall be served by the existing Winter Pasture Well (Well Permit No. 90129-F). Lots 2 and 3 shall be served by a new well constructed on Lot 2, which shall be augmented with a Contract from West Divide Water Conservancy District. Appropriate easements associated with the new well shall be established by the Plat. Applicant is requesting Waivers in connection with the submittal requirements for such wells. See Water Supply Plan. 7-105. Central Water Distribution and Wastewater Systems: Each Lot shall have its own engineered On-Site Wastewater Treatment System which shall comply with all County and State regulations and requirements. See Wastewater Treatment Plan and OWTS Report prepared by K-Cronk Engineering. 7-106. Adequate Public Utilities: Electrical service shall be supplied by Xcel Energy. A Will Serve Letter from Xcel Energy is attached. Electric service is currently accessible to Lots 1 and 2. The proposed Plat creates a 30' Access and Utility Easement across Lot 2 for electrical service to reach Lot 3. 7-107. Access and Roadways: All three Lots shall be accessed off County Road 237 via an existing shared road currently serving single-family residences located on Tracts 22, 27 and 28, Antlers Orchard Development. There is an existing 40' Access and Utility Easement serving the property and said Tracts. The Plat shall create a 30' wide Access and Utility Easement across Lot 2 for access to Lot 3. The driveway across Lot 2 for access to Lot 3 shall be constructed in accordance with the Primitive/Driveway standards contained in Table 7-107 of the Garfield County Land Use Code. Applicants are requesting a Waiver of the Semi-Primitive Roadway Standards contained in Table 7-107 of the Garfield County Land Use Code with regard to the lane width of the existing shared road. See Access Plan and Civil Engineering Report prepared by High County Engineering. 7-108. Use of Land Subject to Natural Hazards: Applicant is unaware of any natural hazards associated with the Property. 7-109. Fire Protection: The Property is located within the Colorado River Fire Protection District. 7-201. The proposed Minor Subdivision shall not adversely affect or otherwise limit agricultural operations on the Property or on neighboring properties. 7-203. Protection of Waterbodies: Any development shall comply with any applicable waterbody setbacks. 7-204. Drainage and Erosion: Improvements shall be located on the relatively flat portions of the Lots requiring little grading. The proposed Minor Subdivision will not alter historic drainage patterns associated with the property. Any changes caused by the construction of improvements on any Lot shall not alter the historic drainage patterns across any other Lot or property. 7-404. School Land Dedication: Any development on the proposed Lots shall pay the applicable Fee-In-Lieu of Dedication of School Land. 7-405. Road Impact Fees: The owner of a Lot shall pay the applicable Road Impact Fee prior to issuance of the Building Permit for such Lot. Version March 3, 2022 WILL SERVE LETTER October 15, 2025 Re: Dear Miguel, This letter is to confirm that Xcel Energy is your utility provider for electric service. In accordance with our tariffs, on file with and approved by the Colorado Public Utilities Commission, electric facilities can be made available to serve the project at Silt. The cost, and whether any reinforcements or extensions are required, for the Company to provide those facilities will be determined by your designer upon receipt of application and project plans. Your utility service(s) will be provided after the following steps are completed: • Application submitted to Xcel Energy’s “Builders Call Line (BCL)” – once your application is accepted you will be assigned a design department representative who will be your primary point of contact • U tility design is completed – you must provide your design representative with the site plan, the one - line diagrams, and panel schedules for electric and gas loads if applicable • All documents provided by design representative are signed and returned • P ayment is received (Residential Service Laterals if applicable) • Required easements are granted - you must sign and return applicable easement documents to your Right-of-Way agent • S ite is ready for utility construction - the site ready information can be found on our website at may be viewed at Construction and Inspection | Xcel Energy. An estimated scheduled in-service date will be provided once these requirements have been met. It is important to keep in mind that the terms and conditions of utility service, per our tariffs, require that you provide adequate space and an easement on your property for all gas and electric facilities required to serve your project, including but not limited to gas and electrical lines and meters, transformers, and pedestals. General guidelines for requirements can be found on our website at xcelenergy.com/InstallAndConnect. Xcel Energy looks forward to working with you on your project and if I can be of further assistance, please contact me at the phone number or email listed below. Sincerely, Michael Easter Xcel Energy Designer Mailing address: Xcel Energy 2538 Blichmann Ave Grand Junction, CO 81505