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HomeMy WebLinkAbout1.00 General Application Materials Colborn Minor Subdivision Garfield County, Colorado Parcel ID: 2177-201-00-009 Applicant: Harry & Colleen Colborn 10889 County Road #320 Rifle, CO 81650 970.948.4937 October 12, 2022 Garfield County Community Development Dept. 108 8th Street, Ste. 401 Glenwood Springs, CO 81601 RE: Minor Subdivision Application – Colborn Minor Subdivision Mr. Hartmann: Please see the enclosed application for the proposed Colborn Minor Subdivision by property owners Harry and Colleen Colborn for Garfield County Parcel #2177-201-00-009. The intent is to subdivide the 29.5 acre property into three (3) lots in accordance with Section 5-301 Minor Subdivision of the Garfield County Land Use Code. The current Rural (R) zoning will be maintained. Submitted documents include: 1. Divisions of Land Application Form 2. Payment Agreement Form 3. Proof of Ownership & Title Commitment 4. Article 7: Divisions 1, 2 & 3 Narrative 5. Property Owners within 200-feet 6. Certificate of Mineral Owners Research 7. Letter of Authorization 8. Vicinity Map 9. Sec. 4-203-E: Grading & Drainage Plan 10. Sec. 4-203-L: Traffic Study 11. Sec. 4-203-M: Water Supply & Distribution Plan 12. Sec. 4-203-N: Wastewater Management & Systems Plan 13. Colorado Geologic Survey Submittal Form 14. Site Map 15. Preliminary Plat Map(s) Please feel free to call me if you have any questions. Sincerely, Deric Walter, PE Boundaries Unlimited Inc. Enc. Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com DIVISIONS OF LAND APPLICATION FORM TYPE OF SUBDIVISION/EXEMPTION Minor Subdivision Preliminary Plan Amendment Major Subdivision Final Plat Amendment Sketch Preliminary Final Common Interest Community Subdivision Conservation Subdivision Public/County Road Split Exemption Yield Sketch Preliminary Final Rural Land Development Exemption Time Extension Basic Correction Exemption INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ ffi BANK'9,TWEST BNP PARIBAS MLS 8801857605 04l2rl22 IIARRY COLBORN COLLEEN COLBORN 10889 COTINTY ROAD 320 RIFLE CO 81650 ---NOTI€E.€F*AaaoFF- Bank of the West applied your final payment on04l2ll22' Loan# 8801857605 Property Address: 10889 COLTNTY ROAD 320 RIFLE CO 81650 IMPORTANT INFORMATION In order to remove Bank of the West as a lien holder, a release of lien will be forwarded to the appropriate recording office. If you have any questions, please contact our Customer Care Center ui t-s-sa-qts -2327 (TTY TDD 1-800-659-5495),Monday-Friday 8:00 a.m. to 6:00 p.m., Central Time. Escrow/Overpayment refunds will be mailed within seven days of payoff. No further payments for property tax or home insurance items will be disbursed from your escrow account. You may contact your Tax Collector and Insurance Agent for additional information. If your loan is FHA insured, HIID will notifii you within 120 days if you are eligible for a distributive share refirnd. Ptrease direct refund questions to your local HUD office. If you were required to have flood insurance coverage with this loan, Bank of the West no longer requires flood insurance coverage. If you have refinanced this loan, your new mortgage may require flood coverage. If the Post Office has forwarded this letter to you, please contact our Customer Care Department with your new mailing address to ensure the receipt of your End-of-Year statement. Thalk you for allowing Bank of the West to assist you with your mortgage loan. Please visit our company website at www.bankofthewest.com for infonnation on products and services we offer to meet your flnancial needs. Member l0iC. Equal llousing Lender. 6 P.O.Box72'7 | Omaha, NE 68101-9801 RW_575 10.17,14 Commitment No: 1205246-C2 DISCLOSURE STATEMENTS Note 1: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII, requires that "Every Title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the Title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed.” (Gap Protection) Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be issued hereunder upon compliance with the following conditions: The Land described in Schedule A of this commitment must be a single-family residence, which includes a1. condominium or townhouse unit. No labor or materials may have been furnished by mechanics or materialmen for purpose of construction on2. the Land described in Schedule A of this Commitment within the past 13 months. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's3. and materialmen's liens. Any deviation from conditions A though C above is subject to such additional requirements or Information4. as the Company may deem necessary, or, at its option, the Company may refuse to delete the exception. Payment of the premium for said coverage.5. Note 3: The following disclosures are hereby made pursuant to §10-11-122, C.R.S.: The subject real property may be located in a special taxing district;(i) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the(ii) County Treasurer's authorized agent; and Information regarding special districts and the boundaries of such districts may be obtained from the(iii) County Commissioners, the County Clerk and Recorder, or the County Assessor. Note 4: If the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-resident withholding). Note 5: Pursuant to C.R.S. §10-11-123 Notice is hereby given: (a)If there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate then there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property, and (b)That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note 6: Effective September 1, 1997, C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch the clerk and recorder may refuse to record or file any document that does not conform. Note 7: Our Privacy Policy: We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we have been authorized by the customer, or are required by law. Note 8: Records: Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not less than seven (7) years, except as otherwise permitted by law. Note 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that “A title entity shall not earn interest on fiduciary funds unless disclosure is made to all necessary parties to a transaction that interest is or has been earned. Said disclosure must offer the opportunity to receive payment of any interest earned on such funds beyond any administrative fees as may be on file with the division. Said disclosure must be clear and conspicuous, and may be made at any time up to and including closing.” Be advised that the closing agent will or could charge an Administrative Fee for processing such an additional Page 10 111 E. 3rd Street Floor 1, Suite 101 Rifle, CO 81650 Phone: 970-625-5426 Fax: 844-269-2759 www.titlecorockies.com Commitment Ordered By: Deric J. Walter Boundaries Unlimited Inc 923 Cooper Ave., Suite 201 Glenwood Springs, CO 81601 Phone: 970-945-5252 Fax: email: deric@bu-inc.com Inquiries should be directed to: Authorized Officer or Agent Title Company of the Rockies 111 E. 3rd Street Floor 1, Suite 101 Rifle, CO 81650 Phone: 970-625-5426 Fax: 844-269-2759 Commitment Number:1205246-C2 Buyer's Name(s):Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below Seller's Name(s):Harry Colborn and Colleen Colborn Property:10889 County Road 320, Rifle, CO 81650 Section: 20 Township: 6 Range: 93, Garfield County, CO TITLE CHARGES These charges are based on issuance of the policy or policies described in the attached Commitment for Title Insurance, and includes premiums for the proposed coverage amount(s) and endorsement(s) referred to therein, and may also include additional work and/or third party charges related thereto. If applicable, the designation of “Buyer” and “Seller” shown below may be based on traditional settlement practices in Garfield County, Colorado, and/or certain terms of any contract, or other information provided with the Application for Title Insurance. Owner’s Policy Premium: Loan Policy Premium: Additional Lender Charge(s): Additional Other Charge(s): Tax Certificate: Total Endorsement Charge(s): TBD Charge(s): TOTAL CHARGES: $0.00 $0.00 $250.00 $250.00 Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties) Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs). CM-2 (ALTA Commitment for Title Insurance (6-17-06)(WLTIC Edition (9/26/07) ALTA Commitment For Title Insurance (Adopted 06-17-06) (Revised 08-01-2016) COMMITMENT FOR TITLE INSURANCE ISSUED BY WESTCOR 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, W ERE 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, WESTCOR LAND TITLE INSURANCE COMPANY, a South Carolina 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 Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I-Requirements have not been met within six (6) months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. IN WITNESS WHEREOF, WESTCOR LAND TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed and by these presents to be signed in facsimile under authority of its by-laws, effective as of the date of Commitment shown in Schedule A. Issued By: WESTCOR LAND TITLE INSURANCE COMPANY Title Company of the Rockies, LLC 10 W Beaver Creek Blvd., Suite 221, PO Box 980 Avon, CO 81620-0980 Phone: (970) 949-9497 Westcor Land Title Insurance Company ALTA Commitment -2006 (6-17-06) (Reverse side of Cover) CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument.1. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim2. or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named proposed Insured and such3. parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title4. or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of5. Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< http://www.alta.org/>. (Reverse side of Cover) Westcor Land Title Insurance Company Joint Notice of Privacy Policy of Westcor Land Title Insurance Company and Title Company of the Rockies, LLC Westcor Land Title Insurance Company (“W LTIC”) and Title Company of the Rockies, LLC value their customers and are committed to protecting the privacy of personal information. In keeping with that philosophy, we each have developed a Privacy Policy, set out below, that will endure the continued protection of your nonpublic personal information and inform you about the measures WLTIC and Title Company of the Rockies, LLC take to safeguard that information. This notice is issued jointly as a means of paperwork reduction and is not intended to create a joint privacy policy. Each company's privacy policy is separately instituted, executed, and maintained. Who is Covered We provide our Privacy Policy to each customer when they purchase a W LTIC title insurance policy. Generally, this means that the Privacy Policy is provided to the customer at the closing of the real estate transaction. Information Collected In the normal course of business and to provide the necessary services to our customers, we may obtain nonpublic personal information directly from the customer, from customer-related transactions, or from third parties such as our title insurance agent, lenders, appraisers, surveyors and other similar entities. Access to Information Access to all nonpublic personal information is limited to those employees who have a need to know in order to perform their jobs. These employees include, but are not limited to, those in departments such as closing, legal, underwriting, claims and administration and accounting. Information Sharing Generally, neither W LTIC nor Title Company of the Rockies, LLC shares nonpublic personal information that it collects with anyone other than those individuals necessary needed to complete the real estate settlement services and issue its title insurance policy as requested by the consumer. W LTIC or Title Company of the Rockies, LLC may share nonpublic personal information as permitted by law with entities with whom WLTIC or Title Company of the Rockies, LLC has a joint marketing agreement. Entities with whom W LTIC or Title Company of the Rockies, LLC have a joint marketing agreement have agreed to protect the privacy of our customer's nonpublic personal information by utilizing similar precautions and security measures as W LTIC and Title Company of the Rockies, LLC use to protect this information and to use the information for lawful purposes. W LTIC or Title Company of the Rockies, LLC , however, may share information as required by law in response to a subpoena, to a government regulatory agency or to prevent fraud. Information Security W LTIC and Title Company of the Rockies, LLC , at all times, strive to maintain the confidentiality and integrity of the personal information in its possession and has instituted measures to guard against its unauthorized access. We maintain physical, electronic and procedural safeguards in compliance with federal standards to protect that information. The WLTIC Privacy Policy can be found on WLTIC's website at www.wltic.com COMMITMENT FOR TITLE INSURANCE Issued by as agent for Westcor Land Title Insurance Company SCHEDULE A Reference:Commitment Number: 1205246-C2 1.Effective Date: April 12, 2022, 7:00 am Issue Date: April 22, 2022 2.Policy (or Policies) to be issued: ALTA Owner's Policy (6-17-06)Policy Amount: Amount to be Determined Premium:Amount to be Determined Proposed Insured:Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below 3.The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4.The Title is, at the Commitment Date, vested in: Harry Colborn and Colleen Colborn 5.The land referred to in this Commitment is described as follows: FOR LEGAL DESCRIPTION SEE SCHEDULE A CONTINUED ON NEXT PAGE For Informational Purposes Only - APN: R040928 Countersigned Title Company of the Rockies, LLC This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 1 By: Mike Mulligan Commitment No: 1205246-C2 SCHEDULE A (continued) LEGAL DESCRIPTION The Land referred to herein is located in the County of Garfield, State of Colorado, and described as follows: A tract of land situated in the SW1/4NE1/4 and the SE1/4NE1/4 of Section 20, Township 6 south, Range 93 West of the Sixth Principal Meridian, County of Garfield, State of Colorado; said tract being more particularly described as follows: Commencing at the center of Section 20, a rebar and cap found in place and marked L.S. #15397; thence North 89°28'02" East 298.11 feet to a point on the Southeasterly line of Document No. 264953 (as filed in the Garfield County Clerk and Recorder's Office). The TRUE POINT OF BEGINNING: thence (bounded on the Northwest by said document) North 21°12'56" East 106.94 feet; thence (bounded on the Northwest by said document) North 49°45'59" East 36.03 feet; thence (bounded on the Northwest by said document) North 42°46'04" East 243.43 feet; thence (bounded on the Northwest by said document) North 64°56'16" East 103.86 feet; thence (bounded on the Northwest by said document) North 26°36'10" East 75.00 feet; thence (bounded on the South by said document) North 82°27'40" West 599.54 feet to a point on the Easterly line of a 60.00 foot road right of way (described in Document No. 245579 of the Garfield County Clerk and Recorder's Office); thence along said Easterly right of way along the arc of a curve to the right having a radius of 129.37 feet and a central angle of 00°03'50" a distance of 0.14 feet, (chord bears North 00°33'15" West 0.14 feet); thence North 00°31'21" West along said Easterly right of way 178.34 feet to a point on the Southerly line of Rifle Village South Subdivision; thence (bounded on the West by Rifle Village South Subdivision) North 00°31'21" West 230.00 feet; thence (bounded on the North by Rifle Village South Subdivision) North 89°32'18" East 180.00 feet; thence (bounded on the West by Rifle Village South Subdivision) North 00°31'21" West 230.10 feet to the Southwest Corner of Document No. 275967 (as filed in the Garfield County Clerk and Recorder's Office); thence (bounded on the North by said Document No. 275967) North 89°30'57" East 135.00 feet to the Southeast Corner of said Document No. 275967, being also the Southwest Corner of Document No. 275968, as filed in the Garfield County Clerk and Recorder's Office; thence (bounded on the North by said Document No. 275968) North 89°30'57" East 229.26 feet; thence (bounded on the West by said Document No. 275968) North 00°31'21" West 190.00 feet to a point on the Northerly line of said SW1/4 NE1/4 of Section 20; thence North 89°30'57" East along said Northerly line 1175.61 feet to the intersection of a North-South fence line extended; thence South 03°24'56" East along said fence line and along said fence 487.15 feet, to a point on the Northerly line of a 60.00 foot right of way for County Road No. 320; thence leaving said fence line South 62°03'58" West along said Northerly right of way 604.17 feet; thence along said Northerly right of way along the arc of a curve to the right, having a radius of 2113.24 feet and a central angle of 05°20'34", a distance of 197.06 feet, (chord bears South 64°44'15" West 196.99 feet); thence South 67°24'32" West along said Northerly right of way line, 286.11 feet; This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 3 Commitment No: 1205246-C2 thence along said Northerly right of way line along the arc of a curve to the left having a radius of 788.74 feet and a central angle of 40°23'21", a distance of 556.01 feet (chord bears South 47°12'51" West 544.57 feet) to a point on the Southerly line of said SW1/4NE1/4 of Section 20; thence leaving said right of way South 89°28'02" West along said Southerly line 130.35 feet to the TRUE POINT OF BEGINNING. EXCEPTING THEREFROM: A parcel of land situated in the SE1/4NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian, County of Garfield, State of Colorado; said parcel of land lying North of the Northerly line of a 60 foot right of way for County Road 320 and more particularly described as follows: Commencing at the East Quarter Corner of said Section 20, a brass cap found in place; thence North 45°31'21" West 1179.35 feet to a point on said Northerly right of way, the TRUE POINT OF BEGINNING; thence South 62°03'58" West along said right of way 109.91 feet; thence leaving said right of way North 03°24'56" West 537.88 feet to a point on the Northerly line of said SE1/4NE1/4; thence North 89°30'57" East along said Northerly line 100.13 feet; thence South 03°24'56" East 487.15 feet to the TRUE POINT OF BEGINNING. AND A tract of land situated in a parcel of land described in Book 465 at Page 136 in the records of the Garfield County Clerk and Recorder and also being situated in the SW1/4 of the NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian, County of Garfield, State of Colorado, being more particularly described as follows: Beginning at a rebar and cap L.S. #26626 found at the northwesterly corner of said parcel, also being a point on the easterly right of way line of a 60 foot road right of way, from which the Northwest Corner of the SW1/4NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian bears N. 04°40'53" W. 830.61 feet; Thence S. 82°28"39" E. 599.67 feet along the northerly line of said parcel to a point in a gulch known as Helmer Gulch; Thence along said Gulch S. 26°35'11" W. 75.00 feet; Thence departing said Gulch N. 76°40'29" W. 293.93 feet; Thence N. 88°43'01" W. 176.44 feet; Thence S. 20°20'00" W. 63.51 feet to a point on said easterly right of way; Thence along said right of way the following 2 (two) courses: 1)N. 41°58'00" W. 65.13 feet; 2)thence 93.17 feet along an arc of a curve to the right having a radius of 129.37 feet, a central angle of 41°15'30" and subtending a chord bearing N. 21°10'10" W. 91.16 feet to the point of beginning. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 4 Commitment No: 1205246-C2 For each policy to be issued as identified in Schedule A, Item 2, the Company shall not be liable under this commitment until it receives a specific designation of a Proposed Insured, and has revised this commitment identifying that Proposed Insured by name. As provided in Commitment Condition 4, the Company may amend this commitment to add, among other things, additional exceptions or requirements after the designation of the Proposed Insured. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 5 Commitment No: 1205246-C2 COMMITMENT FOR TITLE INSURANCE Issued by Westcor Land Title Insurance Company SCHEDULE B, PART I Requirements The following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the effective date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted, all documents must be recorded in the office of the clerk and recorded of the county in which said property is located. 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.Pay the premiums, fees, and charges for the Policy to the Company. 4.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. Release by the Public Trustee of Garfield County of the Deed of Trust from Harry Colborn and Colleen5. Colborn for the use of Bank of the West, to secure $440,000.00, dated May 25, 2016, and recorded June 1, 2016 at Reception No. 877884. Deed from Harry Colborn and Colleen Colborn to Purchaser with contractual rights under a purchaser6. agreement with the vested owner identified at item 4 below. NOTE: Duly executed real property transfer declaration, executed by either the Grantor or Grantee, to accompany the Deed mentioned above, pursuant to Article 14 of House Bill No. 1288-CRA 39-14-102. THE COMPANY RESERVES THE RIGHT TO CONDUCT AN ADDITIONAL SEARCH OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO FOR JUDGMENT LIENS, TAX LIENS OR OTHER SIMILAR OR DISSIMILAR INVOLUNTARY MATTERS AFFECTING THE GRANTEE OR GRANTEES, AND TO MAKE SUCH ADDITIONAL REQUIREMENTS AS IT DEEMS NECESSARY, AFTER THE IDENTITY OF THE GRANTEE OR GRANTEES HAS BEEN DISCLOSED TO THE COMPANY. NOTE: THIS COMMITMENT IS ISSUED UPON THE EXPRESS AGREEMENT AND This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I Page 6 Commitment No: 1205246-C2 UNDERSTANDING THAT THE APPLICABLE PREMIUMS, CHARGES AND FEES SHALL BE PAID BY THE APPLICANT IF THE APPLICANT AND/OR ITS DESIGNEE OR NOMINEE CLOSES THE TRANSACTION CONTEMPLATED BY OR OTHERWISE RELIES UPON THE COMMITMENT, ALL IN ACCORDANCE WITH THE RULES AND SCHEDULES OF RATES ON FILE WITH THE COLORADO DEPARTMENT OF INSURANCE. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I - continued Page 7 Commitment No: 1205246-C2 SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. Any loss or damage, including attorney fees, by reason of the matters shown below: Any facts, right, interests, or claims which are not shown by the Public Records but which could be1. ascertained by an inspection of said Land or by making inquiry of persons in possession thereof. Easements or claims of easements, not shown by the Public Records.2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that3. would be disclosed by an accurate and complete land survey of the Land. 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. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the effective date hereof, but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United7. States Patent recorded August 11, 1921 in Book 112 at Page 538. Any rights, interests or easements in favor of the State of Colorado, the United States of America, or the8. general public, which exist or are claimed to exist in, over, under and/or across the waters and present and past bed and banks of the Helmer Gulch. An undivided one-half (1/2) interest in oil, gas and other mineral rights, as reserved by Glenn L. Zastrow9. and Eva M. Zastrow in the Deed recorded August 12, 1960 in Book 329 at Page 168, and any and all assignments thereof or interests therein. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 8 Commitment No: 1205246-C2 Easement and right of way for electric transmission and distribution line purposes, as granted to10. Colorado-Ute Electric Association, Inc., by instrument recorded September 6, 1963 in Book 352 at Page 506, said easement being more particularly described therein. Easement and right of way for pipeline purposes, as granted to City of Rifle, by instrument recorded11. October 7, 1963 in Book 353 at Page 301, said easement being more particularly described therein. An undivided One-half (1/2) interest in oil, gas and other mineral rights, as reserved by S. W. Anderson and12. Lola Marie Anderson in the Deed recorded September 30, 1974 in Book 465 at Page 136, and any and all assignments thereof or interests therein. Terms, agreements, provisions, conditions and obligations as contained in Resolution No. 94-091 recorded13. August 9, 1994 at Reception No. 466958. Easement and right of way for telecommunication line purposes, as granted to US West Communications, by14. instrument recorded August 19, 1994 at Reception No. 467470, said easement being more particularly described therein. Terms, agreements, provisions, conditions and obligations as contained in Resolution No. 2003-87 recorded15. November 5, 2003 at Reception No. 640191. Terms, agreements, provisions, conditions and obligations as contained in Contract to Provide Services and16. Pre-Annexation Agreement recorded December 10, 2003 at Reception No. 642635. Terms, agreements, provisions, conditions and obligations as contained in Boundary Line Adjustment17. recorded December 28, 2007 at Reception No.740149 . Easement and right of way for pipeline purposes, as granted by to ETC Canyon Pipeline, LLC, by18. instrument recorded January 8, 2009 at Reception No. 761221, said easement being more particularly described therein. Any question, dispute or adverse claims to any loss or gain of land as a result of any change in the riverbed19. location by other than natural causes, or alteration through accretion, reliction, erosion or evulsion of the center thread, bank, channel or flow of the waters in the Helmer Gulch lying within the subject land; and any question as to the location of such center thread, bank, bed or channel as a legal description monument or marker for the purposes of describing or locating subject lands. NOTE: There are no documents in the land records in the office of the Clerk and Recorder for Garfield County, Colorado accurately locating past or present locations of the center thread, bank, bed or channel of the above river or indicating any alterations of the same as from time to time may have occurred. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Westcor 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. Copyright 2006-2016 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 Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II - continued Page 9 services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such purpose(s). Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional service may exceed any such interest earned. Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable (e.g., any money over any administrative fees involved in figuring the amounts earned). Note 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that “Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a form agreeable to the title entity, it shall comply with the following: The title entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a1. fiduciary capacity. The title entity shall use any funds designated as “earnest money” for the consummation of the transaction2. as evidenced by the contract to buy and sell real estate applicable to said transaction, except as otherwise provided in this section. If the transaction does not close, the title entity shall: Release the earnest money funds as directed by written instructions signed by both the buyer and seller;(a) or If acceptable written instructions are not received, uncontested funds shall be held by the title entity for(b) 180 days from the scheduled date of closing, after which the title entity shall return said funds to the payor. In the event of any controversy regarding the funds held by the title entity (notwithstanding any termination3. of the contract), the title entity shall not be required to take any action unless and until such controversy is resolved. At its option and discretion, the title entity may: Await any proceeding; or(a) Interplead all parties and deposit such funds into a court of competent jurisdiction, and recover court(b) costs and reasonable attorney and legal fees; or Deliver written notice to the buyer and seller that unless the title entity receives a copy of a summons(c) and complaint or claim (between buyer and seller), containing the case number of the lawsuit or lawsuits, within 120 days of the title entity's written notice delivered to the parties, title entity shall return the funds to the depositing party.” Page 11 Commitment No: 1205246-C2 Title Company of the Rockies Disclosures All documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of atleast one inch and a left, right and bottom margin of at least one half of an inch. The Clerk and Recorder will refuseto record or file any document that does not conform to the requirements of this section. Pursuant to C.R.S.30-10-406(3)(a). The company will not issue its policy or policies of title insurance contemplated by this commitment until it has beenprovided a Certificate of Taxes due or other equivalent documentation from the County Treasurer or the CountyTreasurer's authorized agent: or until the Proposed Insured has notified or instructed the company in writing to thecontrary. Pursuant to C.R.S. 10-11-122. No person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as apart of such services until those funds have been received and are available for immediate withdrawals as a matter ofright. Pursuant to C.R.S. 38-35-125(2). The Company hereby notifies the proposed buyer in the current transaction that there may be recorded evidence that the mineral estate, or portion thereof, has been severed, leased, or otherwise conveyed from the surface estate. If so, there is a substantial likelihood that a third party holds some or all interest in the oil, gas, other minerals, or geothermal energy in the subject property. Such mineral estate may include the right to enter and use the property without the surface owner's permission. Pursuant to C.R.S. 10-11-123. If this transaction includes a sale of property and the sales price exceeds $100,000.00, the seller must comply withthe disclosure/withholding requirements of said section. (Nonresident withholding) Pursuant to C.R.S. 39-22-604.5. Notice is hereby given that: The subject property may be located in a special taxing district. A Certificate of Taxesdue listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorizedagent. Information regarding special districts and the boundaries of such districts may be obtained from the Board ofCounty Commissioners, the County Clerk and Recorder, or the County Assessor. Pursuant to C.R.S. 10-11-122. Notice is hereby given that: Pursuant to Colorado Division of Insurance Regulation 8-1-2; "Gap Protection" -When this Company conducts the closing and is responsible for recording or filing the legaldocuments resulting from the transaction, the Company shall be responsible for all matters which appear on therecord prior to such time or recording or filing; and "Mechanic's Lien Protection" - If you are the buyer of a single family residence, you may request mechanic'slien coverage to be issued on your policy of Insurance. If the property being purchased has not been the subjectof construction, improvements or repairs in the last six months prior to the date of this commitment, therequirements will be payment of the appropriate premium and the completion of an Affidavit and Indemnity bythe seller. If the property being purchased was constructed, improved or repaired within six months prior to thedate of this commitment the requirements may involve disclosure of certain financial information, payment of premiums, and indemnity, among others. The general requirements stated above are subject to revision and approval by the Company. Pursuant to C.R.S. 10-11-122. Notice is hereby given that an ALTA Closing Protection Letter is available, upon request, to certain parties to the transaction as noted in the title commitment. Pursuant to Colorado Division of Insurance Regulation 8-1. Nothing herein contained will be deemed to obligate the Company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. Page 12 Page 1 of 3 Colborn Minor Subdivision BUI#03003.02 Minor Subdivision Application June 27, 2022 Article 7: Divisions 1, 2 and 3 This narrative is to address Article 7: Division 1, 2 & 3 of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. 7-101. Zone District Use Regulations: The proposed application complies with the current zoning, Rural. 7-102. Comprehensive Plan and Intergovernmental Agreements: The property is located in the City of Rifle Urban Growth Area and the proposed application is in general conformance with the Garfield County and City of Rifle Comprehensive Plan(s). No known intergovernmental agreements are affected. 7-103. Compatibility: The proposed residential dwelling, single-unit subdivision blends in between Rifle Village South (medium density residential) to the west and the large lot residential properties to the north, west and south. The site is bordered by County Road #320 to the south; a local church to the southwest; Village Drive to the west; residential single-family properties to the northwest; a ranch to the north; and residential single-family to the east. 7-104. Source of Water: Potable water will be provided by the City of Rifle. Please see the submitted Water Supply & Distribution Plan. 7-105. Central Water Distribution and Wastewater Systems: The existing residence is served by an existing ISDS/OWTS. The two (2) new lots will be provided wastewater service by the City of Rifle. Please see the submitted Wastewater Management & Systems Plan. 7-106. Public Utilities: Public utilities already exist on the property and are accessible to all proposed lots. Please see the submitted Preliminary Plat for utility locations and easements. 7-107. Access and Roadways: The proposed Lot 1 (east side of Helmer Gulch) is currently accessed from County Road #320 under Garfield County Driveway Permit No. 88 (2003). Lot 2 (west side of Helmer Gulch) is currently accessed from Village Drive under Garfield County Driveway Permit No. 121 (2003) near the mid-span of the property and Lot 3 is accessed from Winchester Street (Rifle Village South plat, RN 227220) which is also used to access 0245 Village Drive. A 50-foot Public Road Dedication (Book 600, Page 482) and a Utility Line Easement (Book 742, Page 573) extends from Winchester Street into the property. Please see the submitted Traffic Study. Page 2 of 3 7-108. Use of Land Subject to Natural Hazards: The property is bisected by Helmer Gulch and has been mapped by the Federal Emergency Management Agency (FEMA) under Letter of Map Revision (LOMR) Case No. 18-08-0695P (attached). According to the document, the floodplain in contained within the banks of the Gulch. Site soils, geology and gamma radiation were assessed by Hepworth-Pawlak Geotechnical, Inc. (AKA Kumar & Associates)(reports attached). The evaluation noted the potential for soil piping and recommended additional site-specific analysis for foundation designs. Gamma radiation levels were found to be typical of natural background levels in the area and should not require mitigation. 7-109. Fire Protection: The property is located in Colorado River Fire Rescue District with City of Rifle fire hydrants adjacent to the property along CR #320 and Village Drive. No on-site fire protection storage is proposed. 7-201. Agricultural Lands: The proposed Lot 1 is already developed with a single-family residence and detached garage/shop. The proposed application will not result in a measurable impact to any agricultural operations, domestic animal controls, fences, roads, ditches, drainages or the water quality of any remaining local agricultural lands in the region. 7-202. Wildlife Habitat Areas: The proposed Lot 1 is site-specific already developed with a single-family residence and detached garage/shop. The proposed application will not result in a measurable impact to wildlife. 7-203. Protection of Waterbodies: A 35-foot setback is required from the Typical and Ordinary High-Water Mark (TOHWM) of Helmer Gulch. The proposed application will not further impact existing drainage patterns. Please see the submitted Grading & Drainage Plan. 7-204. Drainage and Erosion: Please see the submitted Grading & Drainage Plan. 7-205. Environmental Quality: The proposed application will not further reduce air quality below acceptable levels established by the Colorado Air Pollution Control Division or store hazardous materials. 7-206. Wildfire Hazards: The property is not located in an area susceptible to wildfires. 7-207. Natural and Geologic Hazards: The property is not located in a known natural and geologic hazard area for avalanches, landslides, rockfall, slopes, corrosive or expansive soils and rock, mudflows. The property is located within an alluvial fan. Please see the attached reports prepared by Hepworth-Pawlak Geotechnical, Inc. (AKA Kumar & Associates). 7-208. Reclamation: The proposed application will not result in the need for reclamation. The development of Lots 2 and 3 may require reclamation, but that will be addressed at the time of individual building permit application. 7-301. Compatible Design: Please see the previously discussed 7-103. Page 3 of 3 7-302. Off-Street Parking Required: Each lot contains more than adequate area for offsite parking. 7-303. Landscape Standards: The proposed Lot 1 has already been developed with a single-family residence and detached garage/shop. Lots 2 and 3 landscaping will be addressed at the time of individual building permit application. No additional subdivision landscaping is proposed. 7-304. Lighting Standards: The proposed Lot 1 has already been developed with a single-family residence and detached garage/shop. Lots 2 and 3 lighting will be addressed at the time of individual building permit application. No additional subdivision lighting is proposed. 7-305. Snow Storage: Each lot contains more than adequate area for snow storage. 7-306. Trails and Walkway Standards: County Road #320 and Village Drive do not contain any existing sidewalks or trails to improve or extend onto or across this property. 7-401. General Subdivision Standards: Protective Covenants are not proposed with the proposed division on land. There are not shared access drives for utilities. 7-402. Subdivision Lots: The proposed lots conform to the LUC Rural zone district for lot area, width, frontage, depth, shape, location and orientation. 7-403. Survey Monuments: Permanent survey monuments will be set prior to sale of lots. 7-404. School Land Dedication: The property is in the RE-2 School District. If required, payment is lieu for school land dedication is proposed for this application. 7-405. Road Impact Fees. The proposed Lot 1 is already developed with a single-family residence and detached garage/shop. Applicable road impact fees for Lots 2 and 3 will be paid at the time of individual building permit applications. The property is located in the South Benefit District. Case No.: Page 1 of 6 Effective Date: February 8, 2019 Issue Date: September 27, 2018 LOMR-APP 18-08-0695P Washington, D.C. 20472 Federal Emergency Management Agency LETTER OF MAP REVISION DETERMINATION DOCUMENT COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION COMMUNITY APPROXIMATE LATITUDE AND LONGITUDE: 39.515, -107.795 SOURCE: USGS QUADRANGLE DATUM: NAD 83 Garfield County Colorado (Unincorporated Areas) COMMUNITY NO.: 080205 BASIS OF REQUEST IDENTIFIER NO PROJECT BASE MAP CHANGES HYDRAULIC ANALYSIS HYDROLOGIC ANALYSIS UPDATED TOPOGRAPHIC DATA Helmer Gulch Update – FEMA Initiated ANNOTATED MAPPING ENCLOSURES ANNOTATED STUDY ENCLOSURES DATE: January 3, 1986 NO.: 0802051353B TYPE: FIRM* DATE OF EFFECTIVE FLOOD INSURANCE STUDY: August 02, 2006 PROFILES: 121P-125P SUMMARY OF DISCHARGES TABLE: 1 Enclosures reflect changes to flooding sources affected by this revision. * FIRM - Flood Insurance Rate Map FLOODING SOURCE AND REVISED REACH Helmer Gulch - from approximately 180 feet downstream of I-70 to approximately 230 feet upstream of Rifle Rulison Road SUMMARY OF REVISIONS Revised Flooding Effective Flooding Flooding Source Increases Decreases Helmer Gulch Zone AO Zone AE NONE YES Zone X (unshaded) Zone AE YES YES Zone AO Zone X (shaded) NONE YES Zone AO Zone AH NONE YES DETERMINATION This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency (FEMA) regarding a request for a Letter of Map Revision (LOMR) for the area described above. Using the information submitted, we have determined that a revision to the flood hazards depicted in the Flood Insurance Study (FIS) report and/or National Flood Insurance Program (NFIP) map is warranted. This document revises the effective NFIP map, as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals in your community. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at https://www.fema.gov/national-flood-insurance-program. 18-08-0695P 102-I-A-C Patrick “Rick” F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Case No.: Page 2 of 6 Effective Date: February 8, 2019 Issue Date: September 27, 2018 LOMR-APP 18-08-0695P Washington, D.C. 20472 Federal Emergency Management Agency LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) OTHER FLOODING SOURCES AFFECTED BY THIS REVISION FLOODING SOURCE AND REVISED REACH Helmer Gulch - from approximately 180 feet downstream of I-70 to approximately 230 feet upstream of Rifle Rulison Road * BFEs - Base Flood Elevations Depths No Depths NONE YES SUMMARY OF REVISIONS Flooding Source Effective Flooding Revised Flooding Increases Decreases Helmer Gulch BFEs* YES NONE Depths Zone X (unshaded) Zone X (shaded) YES YES This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at https://www.fema.gov/national-flood-insurance-program. 18-08-0695P 102-I-A-C Patrick “Rick” F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Zone A Zone AH YES YES No BFEs BFEs YES NONE Case No.: Page 3 of 6 Effective Date: February 8, 2019 Issue Date: September 27, 2018 LOMR-APP 18-08-0695P Washington, D.C. 20472 Federal Emergency Management Agency LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) OTHER COMMUNITIES AFFECTED BY THIS REVISION CID Number: 085078 Name: City of Rifle, Colorado AFFECTED MAP PANELS AFFECTED PORTIONS OF THE FLOOD INSURANCE STUDY REPORT DATE OF EFFECTIVE FLOOD INSURANCE STUDY PROFILES: 21P SUMMARY OF DISCHARGES TABLE: 1 TYPE: FIRM NO.: 0850781353D DATE: January 3, 1986 : January 3, 1986 This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at https://www.fema.gov/national-flood-insurance-program. 18-08-0695P 102-I-A-C Patrick “Rick” F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Case No.: Page 4 of 6 Effective Date: February 8, 2019 Issue Date: September 27, 2018 LOMR-APP 18-08-0695P Washington, D.C. 20472 Federal Emergency Management Agency LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) COMMUNITY INFORMATION APPLICABLE NFIP REGULATIONS/COMMUNITY OBLIGATION We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93-234) and in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90-448), 42 U.S.C. 4001-4128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP criteria. These criteria, including adoption of the FIS report and FIRM, and the modifications made by this LOMR, are the minimum requirements for continued NFIP participation and do not supersede more stringent State/Commonwealth or local requirements to which the regulations apply. COMMUNITY REMINDERS We based this determination on the 1-percent-annual-chance flood discharges computed in the submitted analysis. Future development of projects upstream could cause increased flood discharges, which could cause increased flood hazards. A comprehensive restudy of your community’s flood hazards would consider the cumulative effects of development on flood discharges subsequent to the publication of the FIS report for your community and could, therefore, establish greater flood hazards in this area. Your community must regulate all proposed floodplain development and ensure that permits required by Federal and/or State/Commonwealth law have been obtained. State/Commonwealth or community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction or may limit development in floodplain areas. If your State/Commonwealth or community has adopted more restrictive or comprehensive floodplain management criteria, those criteria take precedence over the minimum NFIP requirements. We will not print and distribute this LOMR to primary users, such as local insurance agents or mortgage lenders; instead, the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing a news release for publication in your community's newspaper that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way, interested persons, such as property owners, insurance agents, and mortgage lenders, can benefit from the information. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at https://www.fema.gov/national-flood-insurance-program. 18-08-0695P 102-I-A-C Patrick “Rick” F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Case No.: Page 5 of 6 Effective Date: February 8, 2019 Issue Date: September 27, 2018 LOMR-APP 18-08-0695P Washington, D.C. 20472 Federal Emergency Management Agency LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) We have designated a Consultation Coordination Officer (CCO) to assist your community. The CCO will be the primary liaison between your community and FEMA. For information regarding your CCO, please contact: Ms. Jeanine D. Petterson Director, Mitigation Division Federal Emergency Management Agency, Region VIII Denver Federal Center, Building 710 P.O. Box 25267 Denver, CO 80225-0267 (303) 235-4830 STATUS OF THE COMMUNITY NFIP MAPS We are processing a revised FIRM and FIS report for Garfield County in our countywide format; therefore, we will not physically revise and republish the FIRM and FIS report for your community to incorporate the modifications made by this LOMR at this time. Preliminary copies of the countywide FIRM and FIS report, which present information from the effective FIRMs and FIS reports for your community and other incorporated communities in Garfield County, were submitted to your community for review on November 23, 2016. We will incorporate the modifications made by this LOMR into the countywide FIRM and FIS report before they become effective. As part of this revision, the format of FIRM Panels 0802051353B and 0850781353D have changed. Previously, flood hazard information was shown on both the FIRM and FBFM. In the new format, all BFEs, cross sections, zone designations, and floodplain and floodway boundary delineations are shown on the FIRM, and the FBFM has been eliminated. Some of the flood insurance zone designations were changed to reflect the new format. Areas previously shown as numbered Zone A were changed to Zone AE. Areas previously shown as Zone B were changed to Zone X (shaded). Areas previously shown as Zone C were changed to Zone X (unshaded). The corporate limits for your community have changed because of annexations. A portion of the revision area is shown on the above-referenced FIRM panel, 0802051353B, as within the Unincorporated Areas of Garfield County; however, the City of Rifle has annexed a portion of this area. We have not reflected these corporate limits changes in this LOMR. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at https://www.fema.gov/national-flood-insurance-program. 18-08-0695P 102-I-A-C Patrick “Rick” F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration Case No.: Page 6 of 6 Effective Date: February 8, 2019 Issue Date: September 27, 2018 LOMR-APP 18-08-0695P Washington, D.C. 20472 Federal Emergency Management Agency LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) PUBLIC NOTIFICATION OF REVISION A notice of changes will be published in the Federal Register. This information also will be published in your local newspaper on or about the dates listed below, and through FEMA’s Flood Hazard Mapping website at https://www.floodmaps.fema.gov/fhm/bfe_status/bfe_main.asp LOCAL NEWSPAPER Name: The Citizen Telegram Dates: October 4, 2018 and October 11, 2018 Within 90 days of the second publication in the local newspaper, any interested party may request that we reconsider this determination. Any request for reconsideration must be based on scientific or technical data. Therefore, this letter will be effective only after the 90-day appeal period has elapsed and we have resolved any appeals that we receive during this appeal period. Until this LOMR is effective, the revised flood hazard determination presented in this LOMR may be changed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Information eXchange toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Additional Information about the NFIP is available on our website at https://www.fema.gov/national-flood-insurance-program. 18-08-0695P 102-I-A-C Patrick “Rick” F. Sacbibit, P.E., Branch Chief Engineering Services Branch Federal Insurance and Mitigation Administration PANEL LOCATOR NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP GARFIELD COUNTY, COLORADO COMMUNITY-PANEL NUMBER MAP REVISED 080205 1353 B JANUARY 3, 1986 NOTES TO USERS FEMANational Flood Insurance ProgramFEMA County Name SCALE Map Projection: Universal Transverse MercatorNAD 1983 UTM Zone 13N Western Hemisphere; Vertical Datum: NGVD 29 FLOOD HAZARD INFORMATION 5293 5294 5310 5308 5304 5291 5306 5299 5298 5300 5302 52695 2 7 1 52705 2 7 2 52965274529452825283528152845292528052905285527552795286527652785288REVISED AREA City of Rifle Garfield County Culvert Culvert Culvert Culvert Culvert Culvert Culvert Culvert 1%-ANNUAL-CHANCE FLOOD DISCHARGE CONTAINED IN STRUCTURE LIMIT OF STUDY LIMIT OF STUDY Helmer GulchWarmbroth CreekPioneer Ditch C o l o r a d o R i v e r 28 29 30 21 20 19 16 1718 KEY TO STREETS 1. ELM AVENUE 2. FAIRPLAY AVENUE 3. HUTTON AVENUE RAY STDANIEL STWILL AVWESTERN AV JUNE ST320 WEST AV2ND STREET RAILROAD AV¬«13 TRIPP DRIVE£¤6 1ST STREET §¨¦70 320 ZONE A ZONE AE ZONE AE ZONE A ZONE A ZONE AE ZONE A ¬«13 ¬«13 3 2 1 BYP RM4 RM3 DENVER AND RIOGRANDE WESTERN ¬«13 BYPRifle Creek SERVICE ROAD 321 Garfield County RIFLE RULISON ROAD VILLAGE DRIVE PRIVATE DRIVE UNNAMED ROAD 332 1ST STREET Pioneer Ditch 5305 530153035299 5369 5311 5325 5307 5321 5365 5317 5389 5391 5313 5297 5379 5327 5323 5315 5393 5363 5367 5395 5371 5361 5337 5377 5387 5381 5373 5309 5349 5383 5375 5319 5347 5343 5345 5385 5357 5339 5417 5359 5351 5341 5329 5399 5433 5407 5355 5403 5397 5335 5333 5415 5353 5419 5431 5413 5409 5429 5411 5427 5421 5423 5425 Helmer Gulch 5307 5329 5306 5306 5318 5322 5326 53095310 5332 5317 5319 5313 5326 5311 5334 5297 5294 5310 5295 5307 5290 5296 5354 5289 5296 5297 5283 5293 5279 5325 5287 5286 5281 5293 52835273 5279 527652715290 5288 5286ZONE AH ZONE AH ZONE AE (EL 5272) NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 6 SOUTH, RANGE 93 WEST Garfield County %,G %,I %,D%,C %,E %,F %,A %,B %,C%,H%,D%,G%,E%,A %,F%,BFLOODING EFFECTS FROM HELMER GULCH FLOODING EFFECTS FROM HELMER GULCH FLOODING EFFECTS FROM HELMER GULCH FLOODING EFFECTS FROM HELMER GULCH %,B %,G %,D%,C %,E%,F %,A %,I %,H%,D%,G%,E%,C%,A %,F%,BPANEL OF 190013530 250 500125 Meters 0 1,000 2,000500 Feet 1 inch = 500 feet 1:6,000 1353 Garfield County *PANEL NOT PRINTED SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES Without Base Flood Elevation (BFE) With BFE or Depth Regulatory Floodway Area of Undetermined Flood Hazard Area of Minimal Flood Hazard Zone A,V, A99 Zone AE, AO, AH, VE, AR Zone X Zone D HTTP://MSC.FEMA.GOV THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Cross Sections with 1% Annual Chance Water Surface Elevation Coastal Transect OTHER FEATURES Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline 17.5 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Flood Risk due to Levee See Notes. Zone X Zone X Zone X !(8 %,E 18.2 NO SCREEN Levee, Dike, or Floodwall Channel, Culvert, or Storm Sewer Area with Flood Risk due to Levee Zone D This map includes approximate boundaries of the CBRS for informational purposes only. Flood insurance is not available within CBRS areas for structures that are newly built or substantially improved on or after the date(s) indicated on the map. For more information see http://www.fws.gov/cbra, the FIS Report, or call the U.S. Fish and Wildlife Service Customer Service Center at 1-800-344-WILD. CBRS Area Otherwise Protected Area For information and questions about this Flood Insurance Rate Map (FIRM), available products associated with this FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or the National Flood Insurance Program (NFIP) in general, please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website at http://msc.fema.gov. Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtained directly from the website. Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as the current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listed above. For community and countywide map dates refer to the Flood Insurance Study Report for this jurisdiction. To determine if flood insurance is available in this community, contact your Insurance agent or call the National Flood Insurance Program at 1-800-638-6620. Base map information shown on this FIRM was derived from U.S. Census Bureau TIGER files, dated 2010, and digital data provided by Flood County Geospatial Coordinator, dated 2010. Local vertical monuments were used to create this map. To obtain current monument information, please contact the [community contact information, phone number] or visit the website at [website address]. ACCREDITED LEVEE: Check with your local community to obtain more information, such as the estimated level of protection provided (which may exceed the 1-percent-annual-chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection for areas on this panel. To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofing or other protective measures. For more information on flood insurance, interested parties should visit http://www.fema.gov/national-flood-insurance-program. PROVISIONALLY ACCREDITED LEVEE: Check with your local community to obtain more information, such as the estimated level of protection provided (which may exceed the 1-percent- annual-chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection for areas on this panel. To maintain accreditation, the levee owner or community is required to submit the data and documentation necessary to comply with Section 65.10 of the NFIP regulations by (_____, _____). If the community or owner does not provide the necessary data and documentation or if the data and documentation provided indicate the levee system does not comply with Section 65.10 requirements, FEMA will revise the flood hazard and risk information for this area to reflect de-accreditation of the levee system. To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofing or other protective measures. For more information on flood insurance, interested parties should visit http://www.fema.gov/national-flood-insurance-program. LIMIT OF MODERATE WAVE ACTION: Zone AE has been divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA represents the approximate landward limit of the 1.5-foot breaking wave. The effects of wave hazards between the Zone VE and the LiMWA (or between the shoreline and the LiMWA for areas where Zone VE is not identified) will be similar to, but less severe than, those in the Zone VE. COASTAL BARRIER RESOURCES SYSTEM (CBRS) Limit of Moderate Wave Action (LiMWA)# # (UNINCORPORATED AREAS) Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 217720100002 86 VILLAGE DR RIFLE ROCKY MOUNTAIN CONFERENCE OF SEVENTH- DAY ADVENTISTS R420659 2520 S DOWNING STREET DENVER, CO 80210-5818 217720100004 293 VILLAGE DR RIFLE MILLER, JAMES R JR & HOLLY S R024191 293 VILLAGE DRIVE RIFLE, CO 81650 217720100009 10889 320 COUNTY RD RIFLE COLBORN, HARRY & COLLEEN R420690 10889 COUNTY ROAD 320 RIFLE, CO 81650-9613 217720100010 10991 320 COUNTY RD RIFLE SERRANO, NETZA R420691 10991 COUNTY ROAD 320 RIFLE, CO 81650 217720100011 303 VILLAGE DR RIFLE SALAZAR, JOSE ALFREDO & ALFREDO R045423 303 VILLAGE DRIVE RIFLE, CO 81650 217720101001 285 VILLAGE DR RIFLE BURWELL, PAMELA J & FLEGAL, JOHN R024192 285 VILLAGE DRIVE RIFLE, CO 81650 217720101002 245 VILLAGE DR RIFLE SALISBURY, SHANTEL M & SETH W R024325 245 VILLAGE DR RIFLE, CO 81650 217720102001 10894 320 COUNTY RD RIFLE ANTONELLI, CHARLES S R420697 10894 COUNTY ROAD 320 RIFLE, CO 81650 217720102002 10960 320 COUNTY RD RIFLE HERTZKE, GEORGIANA R420698 10960 COUNTY ROAD 320 RIFLE, CO 81650 217720200005 2103 321 COUNTY RD RIFLE GILPIN, MARVIN J & NATALIE A R024036 2103 COUNTY ROAD 321 RIFLE, CO 81650 217720200006 147 VILLAGE DR RIFLE MURDOCK, GRANVILLE J & SHARON E R024048 147 VILLAGE DRIVE RIFLE, CO 81650- 9608 217720200007 59 VILLAGE DR RIFLE BERTRAM, DAVID & JANET R024101 59 VILLAGE DRIVE RIFLE, CO 81650 217720205001 15 REMINGTON ST RIFLE STRICKLAN, SCOTT & ARIEL R024261 15 REMINGTON STREET RIFLE, CO 81650 217720208001 16 REMINGTON ST RIFLE LOY, LINDA M R024018 16 REMINGTON STREET RIFLE, CO 81650 217720208003 36 REMINGTON ST RIFLE PAGE, MICHAEL PAUL R024255 36 REMINGTON DRIVE RIFLE, CO 81650 217720209001 20 WINCHESTER ST RIFLE RICHARDS, BRYON D & BRITTANY R024085 20 WINCHESTER STREET RIFLE, CO 81650 217721200400 11747 320 COUNTY RD RIFLE RIFLE MIXED VENTURES, LLC R247254 3016 MARYLAND AVENUE COLUMBUS, OH 43209 217729100900 Not available RIFLE BUREAU OF LAND MANAGEMENT R084163 2300 RIVER FRONTAGE ROAD SILT, CO 81652 ROW Not available null Glenwood Springs Branch 1322 Grand Avenue Glenwood Springs, Colorado 81601 Telephone: (970) 945-4444 Facsimile: (970) 945-4449 September 30, 2022 Re: Mineral Owners; Parcel # 2177 201 00 009; CTCGC File No. 2022-01-37 Hello Harry. As requested, we examined title to the minerals as reflected in recorded documents in the Garfield County Clerk and Recorder’s Office for the following parcel: Parcel A: A tract of land situated in the SW1/4NE1/4 and the SE1/4NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian, County of Garfield, State of Colorado; said tract being more particularly described as follows: Commencing at the center of Section 20, a rebar and cap found in place and marked L.S. #15397; thence North 89°28'02" East 298.11 feet to a point on the Southeasterly line of Document No. 264953 (as filed in the Garfield County Clerk and Recorder’s Office). The TRUE POINT OF BEGINNING: thence (bounded on the Northwest by said document) North 21°12’56" East 106.94 feet; thence (bounded on the Northwest by said document) North 49°45’59" East 36.03 feet; thence (bounded on the Northwest by said document) North 42°46‘04" East 243.43 feet; thence (bounded on the Northwest by said document) North 64°56'16" East 103.86 feet; thence (bounded on the Northwest by said document) North 26°36'10" East 75.00 feet; thence (bounded on the South by said document) North 82°27'40" West 599.54 feet to a point on the Easterly line of a 60.00 foot road right of way (described in Document No. 245579 of the Garfield County Clerk and Recorder’s Office); thence along said Easterly right of way along the arc of a curve to the right having a radius of 129.37 feet and a central angle of 00°03'50" a distance of 0.14 feet, (chord bears North 00°33'15" West 0.14 feet); thence North 00°31’21" West along said Easterly right of way 178.34 feet to a point on the Southerly line of Rifle Village South Subdivision; thence (bounded on the West by Rifle Village South Subdivision) North 00°31'21" West 230.00 feet; Commonwealth Title Company of Garfield County, Inc. 127 East 5th Street Rifle, Colorado 81650 Telephone: (970) 625-3300 Facsimile: (970) 625-3305  Page 2 October 5, 2022 thence (bounded on the North by Rifle Village South Subdivision) North 89°32'18" East 180.00 feet; thence (bounded on the West by Rifle Village South Subdivision) North 00°31'21" West 230.10 feet to the Southwest Corner of Document No. 275967 (as filed in the Garfield County Clerk and Recorder’s Office); thence (bounded on the North by said Document No. 275967) North 89°30'57" East 135.00 feet to the Southeast Corner of said Document No. 275967, being also the Southwest Corner of Document No. 275968, as filed in the Garfield County Clerk and Recorder’s Office; thence (bounded on the North by said Document No. 275968) North 89°30'57" East 229.26 feet; thence (bounded on the West by said Document No. 275968) North 00°31'21" West 190.00 feet to a point on the Northerly line of said SW1/4 NE1/4 of Section 20; thence North 89°30'57" East along said Northerly line 1175.61 feet to the intersection of a North-South fence line extended; thence South 03°24'56" East along said fence line and along said fence 487.15 feet, to a point on the Northerly line of a 60.00 foot right of way for County Road No. 320; thence leaving said fence line South 62°03’58" West along said Northerly right of way 604.17 feet; thence along said Northerly right of way along the arc of a curve to the right, having a radius of 2113.24 feet and a central angle of 05°20’34", a distance of 197.06 feet, (chord bears South 64°44'15" West 196.99 feet); thence South 67°24’32" West along said Northerly right of way line, 286.11 feet; thence along said Northerly right of way line along the arc of a curve to the left having a radius of 788.74 feet and a central angle of 40°23’21", a distance of 556.01 feet (chord bears South 47°12’51" West 544.57 feet) to a point on the Southerly line of said SW1/4NE1l/4 of Section 20; thence leaving said right of way South 89°28'02" West along said Southerly line 130.35 feet to the TRUE POINT OF BEGINNING. EXCEPTING THEREFROM: A parcel of land situated in the SE1/4NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian, County of Garfield, State of Colorado; said parcel of land lying North of the Northerly line of a 60 foot right of way for County Road 320 and more particularly described as follows: Commencing at the East Quarter Corner of said Section 20, a brass cap found in place; thence North 45°31’21" West 1179.35 feet to a point on said Northerly right of way, the TRUE POINT OF BEGINNING;  Page 3 October 5, 2022 thence South 62°03’58" West along said right of way 109.91 feet; thence leaving said right of way North 03°24°56" West 537.88 feet to a point on the Northerly line of said SE1/4NE1/4; thence North 89°30’57" East along said Northerly line 100.13 feet; thence South 03°24’56" East 487.15 feet to the TRUE POINT OF BEGINNING. Parcel B: A tract of land situated in a parcel of land described in Book 465 at Page 136 in the records of the Garfield County Clerk and Recorder and also being situated in the SW1/4 of the NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian, County of Garfield, State of Colorado, being more particularly described as follows: Beginning at a rebar and cap L.S. #26626 found at the northwesterly corner of said parcel, also being a point on the easterly right of way line of a 60 foot road right of way, from which the Northwest Corner of the SW1/4 NE1/4 of Section 20, Township 6 South, Range 93 West of the Sixth Principal Meridian bears North 04°40'53" West 830.61 feet; thence South 82°28'39" East 599.67 feet along the northerly line of said parcel to a point in a gulch known as Helmer Gulch; thence along said Gulch South 26°35'11" West 75.00 feet; thence departing said Gulch North 76°40'29" W. 293.93 feet; thence North 88°43'01" West 176.44 feet; thence South 20°20'00" West 63.51 feet to a point on said easterly right of way; thence along said right of way the following two (2) courses: 1) North 41°58'00" West 65.13 feet; 2) thence 93.17 feet along an arc of a curve to the right having a radius of 129.37 feet, a central angle of 41°15'30" and subtending a chord bearing North 21°10'10" West 91.16 feet to the point of beginning. As appears from the recorded documents in the Garfield County Clerk and Recorder’s Office we examined for the above described parcel, and subject to reservations, exceptions and conditions contained in the United States Patent, easements, rights of way, liens, encumbrances, rights of parties in possession, liens, if any, of mechanics and materialmen, zoning and subdivision regulations, and any state of facts which an accurate survey would disclose, title to the minerals is vested in the following: Mineral Rights Owner Address shown on an applicable or recent recorded instrument (NOTE: Commonwealth Title Company makes no guarantee or representations regarding address and addresses should be independently verified) Francesca Real Estate Corporation P. O. Box 13172 Houston, Texas 77019 Glen Brothers LLLP 2405 Meadowlark Lane Glenwood Springs, Colorado 81601 Chad J. Barsness 83 South 3rd Street Carbondale, Colorado 81623 Robert B. Emerson 83 South 3rd Street Carbondale, Colorado 81623 Nancy Henry 10469 E. Camino Tesote  Page 4 October 5, 2022 Tucson, Arizona 85749 Avis Downey 3036 E. Hinsdale Avenue Centennial, Colorado 80122-1945 Mary Burdick 1701 McRae Place Hillsborough, North Carolina 27278 Linda Loy 16 Remington Street Rifle, Colorado 81650 Laramie Energy II 1512 Larimer Street, Suite 1000 Denver, Colorado 80202 Although we deem this information to be reliable, is not to be construed as an abstract of title, nor an opinion of title, nor a guaranty of title, and the Companies’ liability is limited to the amount paid for the mineral examination. The effective date of this mineral title analysis is September 21, 2022. If you have any questions regarding this analysis, please contact me. Sincerely, Patrick P. Burwell Patrick P. Burwell Ciral .E,trglaeenng: .$urrreprgOctober 12,2A22 Project: Colborn Minor SubdivisionAddress: 10889 County Road #320 Rifle, CO 81050 PID:2177-201-00-009Zoning: Rural (R) Application: Minor Subdivision To Whom lt May Concern: PRINTED OR TYPEDNAME Owner nlim This is to confirm that I (we) have authorized Boundaries Unlimited lnc. to act as my (our) representative for the project noted above. Contact information for Boundaries Unlimited lnc. is: Deric Walter, PE Boundaries Unlimited lnc. 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 970.945.5252 x 01 deric@bu-inc.com BY j - z--z- DATE TITLE BY Colleen Col #rttrudw,fu*t a45 -',/6 2-Z- li-i'l- fio frfl- PRINTED OR TYPED NAME Owner DATE TITLE Harrv /" (J' \+ Date: Proj #: File: Scale:923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 1"=2000' Rifle, Colorado 03001-c-plat Colborn Minor Subdivision03003.02 Harry & Colleen Colborn Vicinity Map 3/31/22 00 2000'4000' Scale: 1" = 2000' City of Rifle Helmer GulchCounty R o a d # 3 2 0 Site Page 1 Colborn Minor Subdivision BUI#03003.02 Minor Subdivision Application June 27, 2022 Grading & Drainage Plan This Drainage Plan is provided in accordance with Article IV Section 4-203.E of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. E1. Site Map: A Site Map has been attached which depicts the existing conditions and proposed improvements for the proposed Colborn Minor Subdivision in Garfield County, Colorado. The 27.5 Ac. property is owned by Harry & Colleen Colborn and was previously developed with a single-family home and a garage/shop. The property is currently accessed from County Road #320 and Village Drive. The Applicant proposes to subdivide the property into three (3) lots, one for the existing single-family home/garage/shop and two (2) on the west side of Helmer Gulch. Helmer Gulch (an ephemeral stream) bisects the property and the Colorado River flows east to west approximately 0.4 miles north of the property. According to the Garfield County FEMA Floodplain Mapping database, the site was originally mapped under Community No. 0802051353B dated January 3, 1986 but was later remapped under Letter of Map Revision (LOMR) Case No. 18-08-0695P effective date February 8, 2019 (attached). Per the LOMR, the floodplain through the property is confined within the banks of the stream. Please see the attached Site Map (Sheet C.1) for existing conditions and the proposed lot configuration. E2. Drainage Structures: Existing drainage structures include roadside ditches and Helmer Gulch. The east side of Helmer Gulch is already developed and does not require any additional drainage structures. The west side of Helmer Gulch, where the two new lots are proposed, does not require any significant public improvements or drainage structures for the proposed division of land. Minor private structures may become required when the driveways are extended to the individual homesites, but that should be addressed at the time of individual building permit. E3. Topography: In general, The site slopes from south to north. 2-foot contours are represented on the attached Site Map. E4. Grading Plan: No grading or clearing is required for this division of land. Please see the attached Site Map. E5. Soil Stockpile and Snow Storage Area: As discussed, the proposed division of land does not require any disturbances which would require soil stockpiles. All lots will contain sufficient area for snow storage. E6. Drainage Plan: The east side of Helmer Gulch is already developed. The west side of Helmer Gulch, where the two new lots are proposed, does not require any significant public improvements or drainage structures for the proposed division of land. Minor private structures may become required when the driveways are extended to the individual homesites, but that should be addressed at the time of individual building permit. Page 2 . E7. Equipment Storage: No equipment storage is proposed with this division of land. E8. Temporary Roads: No temporary roads are proposed with this division of land. E9. Areas of Steep Slope: No steep slopes exist on the property that would preclude a division of land. E10. Construction Schedule: Construction appears to be limited to the installation of water and sanitary sewer services for the two proposed lots on the west side of Helmer Gulch. This should take less than 30 days to complete. E11. Permanent Stabilization: The minimal disturbance required for installation of the water and sanitary sewer services and should not require permanent stabilization beyond the basic broadcasting of native seed. E12. Erosion Control Measures: The minimal disturbance required for the installation of the water and sanitary sewer services should only require protection of the Village Drive roadside ditch. No disturbances will occur near Helmer Gulch. E13. Estimated Cost: The estimated cost of construction for the two water and two sanitary sewer services is less than $30,000.00. E14. Calculations: The proposed division of land will not affect the existing flow of stormwater on the site. Therefore, no calculations are needed. E15. Neighboring Areas: The proposed residential dwelling, single-unit subdivision blends in between Rifle Village South (medium density residential) to the west and the large lot residential properties to the north, west and south. The site is bordered by County Road #320 to the south; a local church to the southwest; Village Drive to the west; residential single-family properties to the northwest; a ranch to the north; and residential single-family to the east. E16. Stormwater Management: Under the existing condition, runoff sheet/shallow flows south to north across the property. The proposed division of land will not alter this condition. Stormwater management for the two proposed lots should be addressed at the time of individual building permit application. E17. Stormwater Management Plan: The proposed division of land does not require an application with the CDPHE. E18. Reclamation, Revegetation and Soil Plan: As discussed, the proposed division of land only requires the installation of water and sanitary sewer services for the two new lots. Therefore, reclamation should be limited to broadcasting native seed. This is called out on the Site Map. Page 1 of 3 Colborn Minor Subdivision BUI#03003.02 Minor Subdivision Application June 27, 2022 Basic Traffic Analysis The purpose of this document is to provide a basic engineered analysis for traffic generated from the proposed Colborn Minor Subdivision in Garfield County, Colorado. The property is owned by Harry and Colleen Colborn and was previously developed with a single-family home (10889 CR#320, Rifle CO 81650) and a detached garage. The east half of the property (east side of Helmer Gulch) is currently accessed from County Road #320 under Garfield County Driveway Permit No. 88 (2003). The west half (west side of Helmer Gulch) is currently accessed from Village Drive under Garfield County Driveway Permit No. 121 (2003) near the mid-span of the property and from Winchester Street (Rifle Village South plat, RN 227220) which is also used to access 0245 Village Drive. A 50- foot Public Road Dedication (Book 600, Page 482) and a Utility Line Easement (Book 742, Page 573) extends from Winchester Street into the property. The Applicant now proposes to subdivide the property into three (3) lots. Lot 1 will contain the existing home/garage and Lots 2 & 3 will be on the west side of Helmer Gulch. Lot 2 will utilize the existing access at the mid-span of Village Drive and Lot 3 will utilize Winchester Street. The following Exhibit-1 provides an aerial view of the roadways and accesses. Exhibit 1 (Site, Roadways and Accesses) Page 2 of 3 Based on field measurements, both County Road #320 and Village Drive have paved widths of approximately 23.5’ with 2’ gravel shoulders. The posted speed limits are 35 mph on County Road #320 and 20 mph on Village Drive. There are no existing sidewalks or public trails on either roadways. Existing and Proposed traffic trip generation has been estimated using the Institute of Traffic Engineers (ITE) Manual, 10th Edition as follows: Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Single Family Homes (210)9.44 0.76 0.99 1 9.44 0.76 0.99 Total:9.44 0.76 0.99 Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Single Family Homes (210)9.44 0.76 0.99 3 28.32 2.28 2.97 Total:28.32 2.28 2.97 18.88 1.52 1.98 *Based on Institute of Traffic Engineers (ITE) Trip Generation Manual, 10th ed. Total Generated Trips Existing Conditions Proposed Conditions # Units Description/ITE Code *ITE Vehicle Trip Generation Rates # Units Total Generated Trips Description/ITE Code *ITE Vehicle Trip Generation Rates Trip Increase Table 1, Trip Generation Estimates Based on information provided by Garfield County Road & Bridge, the 2020 average daily traffic (ADT) is 1496 trips for County Road #320 (Rifle-Rulison Road) and 840 trips for Village Drive. Given that the proposed traffic increase is only 1.3% for County Road #320 and 2.3% for Village Drive, no improvements appear to be warranted to either roadway. According to LUDC Table 7-107 “Roadway Standards”, each access is categorized as a Primitive/Driveway which requires a 15’ to 30’ wide ROW, 12’ lane widths, 2% gravel cross slope and a maximum grade of 12%. Each of the existing accesses meets these physical requirements, but Lots 1 & 2 do not require ROW since they are not shared with any other properties. The ROW for Lot 3, which is shared with 0245 Village Drive, is already platted and does meet the minimum ROW requirement. The geometric alignment of each access does not contain any safety or structural issues. The Applicant will attempt to obtain a written Maintenance Agreement with the owner of 0245 Village Drive through this subdivision process. Page | 1 of 2 Colborn Minor Subdivision BUI#03003.02 Minor Subdivision Application June 27, 2022 Wastewater Management & Systems Plan This Wastewater Management & Systems Plan discussion is provided in accordance with Article 4 Section 4-203.N of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. N1. Wastewater Management: a. The two (2) new proposed lots (Lots 2 & 3) are located adjacent to Village Drive which contains a sanitary sewer collection main owned and operated by the City of Rifle. The main leads to a treatment facility also owned and operated ty the City of Rifle. The Applicant has obtained a Pre-Annexation Agreement with the City of Rifle (attached) which includes residential water and sewer service to three single family residences (attached). System information is readily available on the City’s website at https://www.rifleco.org/71/Water-Wastewater-Utilities. New 4”Ø service taps will be installed where indicated on the Site Plan. b. OWTS 1) The Lot 1 was previously developed with a single-family residence and detached garage/shop being served by as separate individual sewage disposal system (ISDS) under Permits #3889 and #SEPT-08-09-1196. The system has operated without issue since installation and the tank is scheduled for pumping in April, 2022. Copies of the permits have been attached. 2) Soils for the existing system were tested by Hepworth-Pawlak Geotechnical Inc., Job No. 103 252, dated May 29, 2003. Percolation rates were found to be acceptable for wastewater disposal/treatment at 10, 12, and 20 min/in. A copy of the report has been attached. 3) The approximate location of the existing system on Lot 1 has been included on the Site Plan. 4) Hepworth-Pawlak Geotechnical. Inc. (aka Kumar & Associates), is a qualified professional engineer. 5) A proposed management plan for operation and maintenance of on-site- systems has been attached. c. No new treatment facilities are proposed. d. The existing ISDS system on Lot 1 will continue to be managed, maintained and repaired at the sole cost of the individual owner of Lot 1. The owners of the Lots 2 & 3 will each be responsible for managing and maintaining their own services and for contracting directly with the City of Rifle. e. Any future or replacement OWTS systems on Lot 1 will be designed by a qualified professional engineer licensed by the State of Colorado and permitted with Garfield County. Service lines connected to the City system will be constructed in accordance with City standards. f. N/A g. The existing ISDS system on Lot 1 will continue to be managed, maintained and repaired at the sole cost of the individual owner of Lot 1. The owners of Lots 2 & 3 Page | 1 of 2 ISDS/OWTS MAINTENANCE AND MANAGEMENT PLAN Colborn Minor Subdivision Garfield County, Colorado June 27, 2022 The Subsoil Study and Percolation Testing, prepared by Hepworth-Pawlak Geotechnical, Inc, Job No. 103 252, dated May 29, 2003 (attached to Permit #SEPt-09-09-1196) indicated that the subsoils, below about ½ foot of topsoil, generally consist of sandy silt and clay with occasional gravelly zones down to the maximum explored depth of 50-feet. No bedrock or groundwater was encountered. Percolation rates were found to be 10, 12 and 20 min/in. Any new Onsite Wastewater Treatment System (OWTS) installed within the Subdivision shall comply with current Garfield County OWTS Regulations and the following additional requirements: A. each system shall be designed by a professional engineer registered in the State of Colorado pursuant to Colo. Rev. Stat. §12-25-111 (1999); B. each system design shall adequately address the soil conditions present at the Lot site, which shall be verified through appropriate on-site testing by a professional engineer; C. each system shall be designed to adequately service the anticipated wastewater demand; D. the tops of all tanks or risers extending there-from shall be surface accessible to facilitate system maintenance, monitoring and inspections; E. absorption fields or trenches shall adhere to minimum setbacks as regulated by the Colorado Department of Health, Regulation No. 43 On-Site Wastewater Treatment System Regulation, most recent edition, or as established by Garfield County; F. proper mitigation (diversion) of drainage and flood irrigation for the absorption field or trench areas shall be included in the design and construction; G. each system shall be designed with sufficient area specifically allocated for a reserve leach field to ensure that a future replacement is possible. The reserve leach field shall meet the same design criteria as the primary field and shall not be constructed over with driveways, buildings or other permanent structures; and H. septic tanks shall be fitted with an effluent filter. Following OWTS installation, each Lot Owner shall provide the Association (if one exists) and the Garfield County Community Development Department with as-built drawings in relation to the other improvements on the Lot, to scale, depicting the location and dimensions of the OWTS facilities including the absorption field and monitoring pipes, all applicable design, operation and maintenance specifications of the system's manufacturer and written certification from the Page | 2 of 3 design engineer that the OWTS was installed in conformance with the requirements above stated and all applicable design specifications of the manufacturer. In the event no Association exists or that the Association fails to properly implement and enforce the design and performance standards set forth in this paragraph, the Board of County Commissioners for Garfield County, Colorado and its duly authorized representatives and agents, shall have all the right to enter upon the property and implement and enforce such standards at the expense of the affected Lot Owner or exercise any other right or power afforded under this Restatement including, but not limited to, the initiation of appropriate proceedings in the District Court for Garfield County, Colorado, to compel enforcement of the same. The provisions of this paragraph shall not be amended or repealed by the Homeowners Association or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado. In order to ensure that each existing ISDS or OWTS installed within the Subdivision is inspected on a regular basis and properly maintained, the responsibility and authority for such inspection and maintenance shall be vested exclusively within the Association. This management plan is not intended to provide for common ownership of the ISDS(s)/OWTS(s) or to provide common funding for the construction, repair or replacement thereof. Such ownership and responsibility for construction, repair and maintenance shall remain with the Lot Owner. A. In accordance with the above, the Association and Lot Owner shall: 1. retain at all times, the services of qualified personnel to inspect the ISDS(s)/OWTS(s) and to perform all maintenance and repairs necessary to ensure that same are installed properly, remain in good operating condition and comply with the performance requirements set forth within; 2. inspect the operating components of each ISDS/OWTS within (30) days of being placed into operation; thereafter, each ISDS/OWTS shall be inspected every year and the septic tank pumped at the time that the solids (settled and floating) accumulate to a level of 20 percent of the effective capacity of the tank; and 3. maintain at all times written or other permanent records documenting the date each ISDS/OWTS was inspected or tested, the results of such inspections or tests and the extent of all maintenance and/or repairs performed. All documents maintained by the Association and Lot Owner pursuant to this provision shall at all times be available for inspection by other lot owners and/or authorized representatives of Garfield County. B. The following provisions shall apply in the event the estimated maintenance or repair costs required of any ISDS/OWTS exceed $1000.00 in total during any one calendar year: 1. the Association shall give the Lot Owner and the Garfield County Community Development Department written notice of the nature and extent of the work necessary, to return the ISDS/OWTS to good operating condition and/or bring the ISDS/OWTS System within the performance requirements set forth within; Page | 3 of 3 2. within (10) days of receipt of such notice, the Lot Owner shall at his or her own expense submit an application for an OWTS Permit to Garfield County to repair or replace the ISDS/OWTS; 3. within (30) days of receipt of such Permit, the Lot Owner shall at his or her own expense, cause to be completed, the repairs set forth within the notice. In the event the Lot Owner fails to complete such repairs within this the period to the satisfaction of the Association, the Association shall have the authority, in addition to any other remedy provided within this Restatement, to take any of the following actions: a. to impose against the Lot Owner, a fine not to exceed $200.00 for each day in which the ISDS/OWTS System remains unrepaired; b. to complete on behalf of the Lot Owner the required repairs to the ISDS/OWTS. All costs included by the Association in connection with the restoration shall be reimbursed to the Association by the Lot Owner of the Lot, upon demand. All un- reimbursed costs shall be a lien upon the Lot until reimbursement is made which may be enforced in accordance with the provisions of this Restatement; and/or C. In the event the Association fails to properly implement and enforce the provisions of this management plan set forth in this Article, the Board of County Commissioners for Garfield County, Colorado and its duly authorized representatives and agents, shall have the right to enter the Subdivision and implement and enforce such provisions at the expense of the Lot Owner or exercise any other right or power afforded under this Restatement including, but not limited to, the initiation of appropriate proceedings in the District Court for Garfield County, Colorado, to compel enforcement of the provisions of this management plan. D. To encourage the health and longevity of the ISDS/OWTS system, the Lot Owner shall consider the following; 1. Minimize the amount of water that goes down the drain, the better the system will work. 2. Minimize solids going down the drain. 3. Eliminate garbage disposals or keep the use of garbage disposals to a minimum. 4. Minimize grease and oils that go down the drain. 5. Use lint filters on laundry machine drains. 6. Keep sand and dirt out of the building drain. 7. Avoid flushing sanitary napkins or paper products other than toilet paper. 8. Do not use lye-based drain unclogging chemicals such as Draino, Oven-Off, or other strong cleaning agents 9. Do not put any “root deterrents” down the drain. 10. Do not pour paint thinner, pesticides, paints or photo lab chemicals down the drain 11. Minimize use of chlorine bleach and toilet additives. (adapted from The Septic System Owner’s Manual, 2000, Shelter Publications, Inc., Bolinas, CA 92924) E. The provisions of this ISDS/OWTS MAINTENANCE AND MANAGEMENT PLAN shall not be amended or repealed by the Homeowners, Association or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Sprlnga, Colorado 81601 Phone (303) 945·8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit N~ 3889 A11a1aor'1 Parcel No. This does not constitute a bulldlng or use permit. PROPERTY Owner's Nam,Ccfb.s, ')thrrvti-Co~\~. _/::Z!ft.~i_K~g;J System Location oi'b'\ I f!R__ p",}5-4~7 163-m~ SYSTEM DESIGN Septic Tank Capacity (gallon) ______ ,Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _ Required Absorption Area -See Attached Special Setback Requirements: Date _____________ Inspector ___________________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation ~ System Installer ~JCfl"E~ ~'WfjAtl(/ septic Tank capacity' ______ ,,.,s=}-11"'U:""'..,_ ___ _Jfrn'-l-~9"J:l_,,_,,_..,.o'""6./)u.4"'------------------ Septic Tank Manufacturer or Trade Name------------------------------- Septic Tank Access within 8" of surface -------------------------------- Absorption Area _______________________________________ _ Absorption Area Type and/or Manufacturer or Trade Name-------------------------- Adequate compliance with County and State regulations/requirements _____________________ _ 0th••----------------~~~---------~--------------- Date _____________ lnspector_.:::1~3,,1;'..l'!:ilft~..,Lb::}__~~~.d._~i,,Lll.~c!._~~.l..!<!,,!,.¥-{l..~t£)1()'~ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE~1'f4G CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S, 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine -6 months in iail or both). White· APPLICANT Yellow -DEPARTMENT i INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER. ___ ..pt~~.......Ltl:J:Jrzcz!~'.........,.--~~.--------~ ADDRESS. ___ ~'d.!!.._J;!.J,2¥.~~+ll.,fll,t.M2f;J,!,.~ CONTRACTOR._-A~LlJ4a...--,i(f:IJ.!.ez~1'.(Q~~::__~~~~~~~~ ADDRESS _ __.,.Uti..Jr2b.....(JLl.'&j!!.t'.ld:..kfJl!.µ~~l...A-~~ PHONE /o25-'f 667 PERMITREQUESTFOR ¥ NEWINSTALLATION ( )ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). Near what City ofTown1 __ JJ.:.~~----------: Legal Description or Address • "3 '2..- o ~ WAS TES TYPE: '0 DWELLING ( ) TRANSIENT USE COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES OTHER- DESCRIBE _______________ _ BUILDING OR SERVICE TYPE: _ __,Pc..~=="-'--'=>---' f2=~==· ~~----------Number of Bedrooms Number of Persons : 2...--=---f;, Garbage Grinder ~utomatic Washer Fshwasher URCEANDTYPEOFWATERSUPPLY: ( )WELL ( )SPRING ( ) STREAMORCREEK If supplied by Community Water, give name of supplier: /( ;}}.,_ 04 1JJ~ 1 DISTANCE TO NEAREST COMMUNITY SEWER svsfkM: ~· ~ oeo Was an effort made to connect to the Community System? (,/. M, A site plan is required to be submitted that indicates the folllwint: MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: I Depth to first Ground Water;~~~ ' 3 ~ Percent Ground f :i TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK ( ) AERATION PLANT ( ) VAULT VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE CHEMICAL TOILET( ) OTHER-DESCRIBE FINAL DISPOSAL BY: A ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION UNDERGROUND DISPERSAL ( ) SAND FILTER ABOVE GROUND DISPERSAL ( ) WASTEWATER POND OTHER-DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ~ ---- PERCOLATION TEST RES ULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the Percolation Test) Minutes er inch in hole No. 1 ----~ Minutes er inch in hole No. 3 _____ _,. Minutes, ____ per inch in hole No. 2 Minutes er inch in hole No. Name, address and telephone ofRPE who made soil absorption tests: __,/l:f-'MB....,J .. ~=o:.""""......, ______ _ Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial ofthe application or revocation ofany permit granted based upon said application din legal action for perjury as provided by law. Date <§; · I \ · 0 ~ CCURATE MAP TO YOUR PROPERTY!! HEPWORTH· PAWLAK GEOTECHNICAL Hepworth-Pawlak Geotechnical, Inc . 5020 Councy Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgco@hpgeotcch.ccm SUBSOU.. STUDY AND PERCOLATION TESTING PROPOSED RESIDENCE LOTS 74 AND 75, WILLOWS SUBDIVISION COUNTY ROAD 320, EAST OF RIFLE VILLAGE SOUTH GARFIELD COUNTY, COLORADO JOB NO. 103 252 MAY29,2003 PREPARED FOR: HARRY COLBORN C/0 HARR.Y'S HEAVY HAULERS, INC. 1605 AIRPORT ROAD RIFLE, COLORADO 81650 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY . . . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . 1 PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 1 SITE CONDffiONS ..•...........................•.•................. 2 F1ElD EXPLORATION ................................................ 2 SUBSURFACE CONDffiONS . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . 3 DESIGN RECOMMENDATIONS ..........................•.........••• 3 FOUNDATIONS ............•..............................•••. 3 FLOOR SLABS . . . • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . • . 4 SURF ACE DRAINAGE . ~ . . . . . • . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . 5 PERCOLATION TESTING . • . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . • . 6 LIMITATIONS ........................•............................. 6 FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURES 4 and 5 -SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS TABLE 2 -PERCOLATION TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study and percolation test for a proposed residence to be located on Lots 74 and 75, proposed Willows Subdivision, County Road 320, East of Rifle Village South, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation and septic disposal designs. The study was conducted in accordance with our proposal for geotechnical engineering services to Harry Colborn c/o Harry's Heavy Haulers, Inc. dated April 11, 2003. We previously performed a gamma radiation survey for the proposed subdivision and presented our findings in a report dated May 6, 2003, Job No. 103 252. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions and percolation testing was performed to obtain soil percolation rates. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification~ compressibility or swell and other engineering characteristics. The results of the field exploration, laboratory testing and percolation testing were analyzed to develop recommendations for foundation and septic disposal sy~tem designs. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a one story wood frame structure over a.crawlspace (or possibly slab-on-grade) with an attached garage located in the area of the exploratory borings shown on Figure 1. Ground floor in the garage will be slab-on-grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. Access to the residence will be from a proposed private subdivision road Job #103 252 C~i 2- to the south. The proposed septic disposal area will be to the northeast and downhill of the residence. If building loadings, location or grading plans or septic area location change significantly from those described above, we should be notified to re-evaluate the reco=endations contained in this report. SITE CONDffiONS The site was vacant at the time of our field exploration and the subdivision is currently undeveloped. Proposed utility alignments for the subdivision were staked in the field south of the proposed building area. A rough graded dirt road provides access to the subject lots from Village Drive to the west and they are located in previously irrigated pastures. Previous grading consisting of a shallow cut on the order of 1 foot deep was observed over a small area in the north end of Lot 75, near the staked locatiou of the proposed septic disposal area. Helmer Gulch borders Lot 74 to the west and a seasonal irrigation ditch (flowing at the tinle of our site visit) is located to the north of both lots. The ground su!face is relatively flat with a gentle slope down to the north. There is about 4 feet of eleva~on difference across the subject lots. Vegetation consists of grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on May 8, 2003. Two exploratory borings were drilled in the area of the proposed residence at the locations shown on Figure 1 to evaluate the subsurface conditions. The approximate center of the residence was field staked by Mr. Colborn prior to our arrival to the site. The borings wete advanced with 4-inch diameter continuoU11 flight augers powered by a. truck mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils in the borings were taken with 13/e inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from Job#103 252 cFli'tec1 • 3 - a 140 pound hammer falling 30 inches. This test is similar to 'the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown next to the logs of exploratory borings. shown on Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDmONS Graphic logs of the subsurface conditions encountered in the borings are shown on Figure 2. The subsoils, below about 'h foot of topsoil, generally consist of sandy silt and clay with occasional gravelly zones down to the maximum explored depth of 50 feet at Boring 1. Laboratory testing performed on samples obtained from the borings included natural moisture content, density, percent finer than sand size gradation analyses and Atterberg limits testing. Results of swell-consolidation testing performed on relatively undisturbed drive samples, presented on Figures 4 and 5, indicate low to moderate compressibility under existing moisture conditions and light surcharge loading and a minor expansion potential when wetted. Atterberg limits testing indicates that the subsoils have low plasticity. The laboratory testing is summarized in Table 1. Free water was .encountered in Boring 1 at a del'tli of .about 33 feet during drilling. The subsoils above the water level were slightly moist to moist with depth. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. Precautions should be taken to prevent post-construction wetting of the bearing soils. Job#t03 252 C$$tec:J I 4- The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. Additional foundation movement could occur ifthe bearing soils become wetted. The settlement/heave potential of the bearing soils should be further evaluated at the time of construction. 2) The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated pads. A perimeter underdrain should not be needed for the proposed shallow crawlspace provided that the "Surface Drainage" section recommendations are followed. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12· feet. Foundation walls acting as retaining structures, if any, should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of SS pcf. S) Topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to undisturbed natural soils. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. Post-construction wetting of the subgrade soils could cause slab distress. The subgrade should be further evaluated at the time of construction. To Job#103 252 5 - reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4-inch layer of fre~-draining gravel should be placed beneath interior slabs. This material should consist of minus 2-inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation or excessive drying of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab, areas and to at least 90% of the maximum standard , Proctor density in landsC:ape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free-draining wall backfill should be capped with about 2 feet of the on-site, finer-grained soils to reduce surface water infiltration. 4) Job #103 252 Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) 6- Sprinkler heads and landscaping which requires regular heavy irrigation such as sod) should be located at least 5 feet from foundation walls. PERCOLATION TESTING Percolation tests were conducted on May 15, 2003 by a representative of Hepworth- Pawlak Geotechnical, Inc. to evaluate the feasibility of an infiltration septic disposal system at the site. The approximate center of the septic disposal area was field staked by MI. Colborn prior to our arrival to the site. One profile pit and three shallow pits were excavated with a rubber-tire backhoe at the locations shown on Figure 1. The profile pit was backfilled at the conclusion of our observation. A relatively undisturbed liner sample was obtained from the profile pit at a depth of 4 feet. The Profile Pit log is shown on Figure 2. The soils observed in the profile pit, below about V. fop! of topsoil, consist of stiff slightly clayey sandy silt to the bottom pit depth of 8 feet. Percolation test holes (nominal 12-inch diameter by 12 inches deep) were hand dug at the bottom of the three shallow pits and soaked with water one day prior to testing. The soils expdsed in the percolation test holes are similar to those observed in the profile pit. The percolation test results are presented in Table ll. The percolation test results indicate infiltration.rates between 10 and 20 minutes per inch with an average infiltration rate of 14 minutes per inch. Based on the subsurface conditions encountered in the Profile Pit and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled and profile pit excavated at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and pit, and variations in Job#103 252 7 - the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the reco=endations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our reco=endations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We reco=end on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectively Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, Inc. Trevor L. Knell Reviewed by: Daniel E. Hardin, P.E. TLK/ksW Job#103 252 C:~l z Q l"1 VI _, .... VI ii .... tJ 0 tJ 1 l"1 s 103 252 z \ APPROXIMATE SCALE ' r· = 40· ' , y~<.t,, ' " \' ~- 9 " Gulc,y ' '' ' " \\ OPEN SPACE \ I \ \ I \ I EXISING I DIRTI ROADI I II I I I I \ BORING 1 I I I • I I LOT 74 I I I 11I I II I II 6 I I O> 11O> BORJNG 2 I I Jt..J- 6. p 1I I I PROPERTY \ P 2 .6. • PROFILEBOUNDARIES \ PIT . p 3 .6. LOT 75 \ I L----- ---.....,--~,\ - ----'"1 LOT 76 I LOT 77 t 5 : e HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCA TlON OF EXP LORA TORY BORINGS I k ' \ I I I I DITCH LOT 78 Figure 1 0 10 20 .... ., ., c .... 2" c 30 40 50 103 252 BORING 1 ELEV.=991' 12/12 16/12 llC=6.9 00-100 2()()o83 17/12 WC-9.3 00-l~ WC-7.4 - 200-5117/1 2 LL•21 Pl•!5 9/12 8/12 6/12 BORING 2 ELEV.=990' 7/12 WC-17.5 00o108 13/12 24/6.32/3 24/12 PROFILE PIT ELEV.=988' 0 10 20 30 40 50 Note: Explanation of symbols ls shown on Figure 3. HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS AND Figure 2 PROFILE PIT c - c.. ., Cl LEGEND: • TOPSOIL; sandy clay, soft, moist, dark brown. CLAY ANO SILT (CL-ML); sandy with sand lenses, stiff to very stiff, slightly moist to moist with depth and wet below water toble, brown, slightly porous. Less clayey at Profile Pit. GRAVEL (GC-GM); sandy, silty, slightly clayey, with cobbles, loose to medium dense, slightly moist, brown, basalt fragments. Relatively undisturbed drive sample; 2-inch l.D. California liner sample. Drive sample; standard penetratlon test (SPT), 1 3/8 inch l.D. spilt spoon sample, ASTM D-1586. 16/12 Drive sample blow count; Indicates that 16 blows of a 140 pound hammer falling 30 Inches were required to drive the California or SPT sompler 12 inches. Hand driven liner sample In Proflle Pit. Free water level in boring when measured at time of drHling. Depth at which boring had caved when measured on May 14, 2003. NOTES: 1. Exploratory borings were drilled on May 8, 2003 with a 4-lnch diameter continuous flight power auger. The Profile Pit was excavated on May 14, 2003 with a backhoe. 2. Locations of exploratory borings and the pit were measured approximately by pacing from the features shown on the site plan provided. 3. Elevations of exploratory borings and pit were obtained by interpolation between contours shown an the site plan. The logs are drawn to depth. 4. The exploratory borings and pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials 13hawn on the exploratory boring logs represent the approximate boundaries between material types and transltlons may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( 3 ) DD • Dry Density ( pcf ) 200 = Percent passing No. 200 sieve. LL -Liquid Limit ( 3 ) Pl • Plasticity Index ( 3 ) 103 252 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 3 Moisture Content = 6.9 percent Dry Density = 100 pcf N Sample of: Sandy Cloy and Slit c From: Boring 1 at 5 Feet0 u; 1c 0 ExpansionQ. x upon ......_ w t--."' I 0 wetting c .... ~ 0 iii ........... Q) 1E Q. ~ E 0 0 2 ' 3 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 9.3 percent Ory Density = 107 pcf Sample of: Sandy Clay and Slit From: Boring 1 at 10 Feet N 1c 0 Expansion ~ upon r-...... .... wetting < ,... I 0 1f Q. E 0 0 0.1 1.0 10 100 APPLIED PRESSURE -ksf 103 252 HEPWORTH-PAWLAK SWELL CONSOLIDATION TEST RESULTS Figure 4GEOTECHNICAL, INC. Moisture Content = 17.5 percent Dry Density = 1D8 pcf Sample of: Sandy Silty Cloy From: Boring 2 at 5 Feet c . 2 DI 1c Cl Expansion 0. uponw wetting "- I 0 I' c r--' 0 r--.... piii ....... ' ., 1 ..... ~ " .. -- 0. ~~ ~ r---.. E 0 0 2 ' ' , 3 0.1 1.0 10 100 APPLIED PRESSURE -ksf 103 252 HEPWORTH-PAWLAK SWELL CONSOLIDATION TEST RESULTS Figure 5GEOTECHNICAL, INC. HEPWORTH-PAWLAK GEOTECHNICAL, 1Nc. TABLE 1 . JOB NO. 103 252 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCEN'T A'Tl'E~6ERG UMtTS AASHTO HVEEM BORING DEPTH MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC SOIL .•. SOIL OR lf••t) CONTI:KT OENSITY {%) {%) NO. 200 LIMIT INDEX CLASSIFICATION STABILOMETER BEDROCK TYPE • pcf) SIEVE {%) {%) .. 1 5 6.9 100 83 sandy clay and silt • 10 9.3 107 sandy clay and silt 15 7.4 55 21 5 sandy clay and silt with gravel • 2 5 17 .5 108 sandy silty clay - HEp"WQRTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RE SUL TS JOB NO. 103 252 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DROP IN AVERAGE INCHES) INTERVAL AT START OF DEPTH AT WATER PERCOLATION MIN) INTERVAL END OF LEVEL RATE INCHES) INTERVAL (INCHES) (MIN./INCHJ INCHES) P-1 62 10 107/a 9% 1 9% 9 o/. 9 8% o/. 8}14 73/.i.% y, 7% 7% y, 7Xi 6o/. y, 6o/. 614 y, 20 P-2 61 10 11 % 10% 1 10% 96/a 11/a 96/a 8% 7/s 8% 7% 1 7% 7 % 7 6% '/. 6% 5Y, '/. 13 56 10 11 y, 9 2Y, P-3 9 7V4 1% water added 116/a 911a 1% 9'/s 8 7/s 1 87/a 7% 16/a 7% 6 1 y .. 6 5 1 5 4y, % 10 Note: Percolation test holes were hand dug in the bottom of shallow backhoe pits and soaked on May 14, 2003. Percolation tests were conducted on May 15, 2003. The average percolation rates were based on the last three readings of each test. HEPWORTH-PAWLAK GEOTECHNICAL May6, 2003 Harry Colborn c/o Harry's Heavy Haulers, Inc. 1605 Airport Road Rifle, Colorado 81650 Hepworth-Pawlak Georechnkal, Inc. 50ZO County Road 154 Glenwood Springs, Colorado 81601 Phon., 970-945-7988 Fruc970-945-8454 em.;;.il: hpgeo@hpgeotech.com Job No. 103 252 Subject: Gamma Radiation Survey, Proposed Willows Subdivision, County Road 320, East of Rifle Village South, Garfield County, Colorado Dear Harry: As requested, we have performed a radiation survey at the subject site. The findings of our work are presented in this report. The study was done in accordance with our proposal for professional services to you, dated April 11, 2003. Site Conditions: The subject site is about 30 arces located north of County Road 320 and east of Village Drive. The site is vacant of structures and appears to have been used as pasture land. Several piles of boulders and imported soil were located in the middle of the site west of the drainage. An ephemeral drainage crosses the site from the southwest to the northeast. The ground surface is relatively flat with a gentle slope down to the northeast. Vegetation consists of grass and weeds with willow brush and cottonwoods along the drainage. Radiation Survey: A gamma radiation survey was conducted at the subject site on April 29 and 30, 2003. Gamma radiation measurements were taken on about 200 foot spacings using a Ludlum Model 3 Survey Meter and Ludlum Model 44-9 Detector. The readings were taken at a height of about 3 feet above the ground surface. The readings and locations are presented on Fig. 1. The 45 readings ranged from 0.015 to 0.03 rnillirerns per hour with an average of .024 millirems per hour. Typical background readings in the area are 0.02 millirems per hour. Conclusions: The gamma radiation readings taken at the site appear to be typical of natural background levels in the area. Mitigation of gamma radiation should not be required at this site. If you have any questions or require further assistance, please call our office. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Daniel E. Hardin, P.E. DEH/ksw attachment Figure 1 -Gamma Radiation Survey Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 · r ' z 103 252 7lli DAY ADVENTIST CHURCH If I 03 I o.,,ef -"' APPROXIMA 1E SC"LE 1· -200' HEPWORTH-PAWLAK GEOTECHNICAL, INC. I I I RIFLE VILLAGE l I SOUTH 02 ' .025 I SUBDIVISION 1 025 1 1 I I I --( 02 I .025 .02 .015 I I I I PROPERTY I I BOUNDARY I I I 02 I .025 I .02I .025 I I I I I / cy \ / I 03 1..,-.02 .03 .015 I 03 I I 02 .02 \ . 03 I rl -,,,, I ' ,_, 025 .02 .025 . 03 I I -- I I ' t..,, I \ I 1 -9 so--' ~ I \ 02 .025\ .03 -.,gi5 1 I 025' . 025 I . 025 .025 I I 02 I --. 025 .02 .025 GAMMA RADIAllON SURVEY Figure 1 z )'2_:;p---r "' ,, m § ~ ~ f-. :""'-:"-:-i-:ioj· fr-'--'--'V o c ~--__ ..... :, lI ~;:- I~ a ,- 11J "I\ I III r1I I .1 I I I I I I 1 !.l I 11~ I Hll ill I I\ I I 1; •.. a . , I ji ii ~~· ,. 51 l'-1 I I i1" I --oZ , I ?~ Cl F'. > y3" ~g I~ I I I I\ II n i: c r i:o-.... > "'~ ii:: Ill .... ,.,> ··~ 2 _r, SI"~ ilt:it ' ,§~ ' i " ~~~ ii i I I I I • I I I N3 A.Ln I 1, I i qUr)dl!l;r!eS ots DJlll BOUNDARIES UNLIMITED INC. Consulting Engineers July 12, 2004 L •, > ' Garfield County Building & Planning 108 81h Street, Ste. 201 Glenwood Springs, CO 81601 Re: ISDS for Colborn Residence: County Road 320, Silt, CO BUI Project: Colborn Residence To Whom It May Concern: On July 9, 2004, Boundaries Unlimited Inc. personnel observed the construction of the ISDS for the Colborn Residence located off County Road 320 near Rifle, Colorado. One 1000- gallon septic tank and 21 standard Infiltrator units had been installed in a trench configuration. No backfilling had taken place. The system was installed in conformance with the intent of the design. If you have any questions, or need additional information, please feel free to contact me at 945-5252. Sincerely, Deric J. Walter, P. Project Manager Cc: Harry Colborn 923 Cooper Avenue I Suite 102 I Glenwood Springs I Colorado 81601 I Ph 970.945.5252 , Fax 970.384.2833 COLORADO GEOLOGICAL SURVEY SUBMITTAL FORM FOR LAND-USE REVIEWS County _____________________________________ Date __________________ Project Name ___________________________________________________________ APPLICANT (or Applicant’s Authorized Representative responsible for paying CGS-review fee) 1 /4, 1 /2, or 1 /4 1 /4 _________ Name ________________________________________________________ Address _____________________________________________________ Section(s) _________ Township__________ Range ____________ Dec Lat __________ Ph. No. ________________________Fax No._________________________ Dec Long _________ FEE SCHEDULE (effective June 1, 2009) Reviews for Counties residential dwellings Reviews for Municipalities At hourly rate of reviewer Special Reviews At hourly rate of reviewer CGS LAND USE REVIEWS Geological studies are required by Colorado counties for all subdivisions of unincorpo- rated land into parcels of less than 35 acres, under State statute C.R.S. 30-28-136 (1) (i) (Senate Bill 35, 1972). Some Colorado municipalities require geological studies for sub- division of incorporated land. In addition, local governments are empowered to regu- late development activities in hazardous or mineral-resource areas under C.R.S. 24-65.1- 101 et seq. (House Bill 1041, 1974) and C.R.S. 34-1-301 et seq. (House Bill 1529, 1973), respectively. Local-government agencies submit proposed subdivision applications and supporting technical reports to the Colorado Geological Survey ”...for evaluation of those geologic factors which would have significant impact on the proposed use of the land,“ in accor- dance with State statutes. The CGS reviews the submitted documents and serves as a technical advisor to local-government planning agencies during the planning process. Since 1984, the CGS has been required by law to recover the full direct cost of perform- ing such reviews. The adequate knowledge of a site’s geology is essential for any development project. It is needed at the start of the project in order to plan, design, and construct a safe devel- opment. Proper planning for geological conditions can help developers and future owners/users reduce unnecessary maintenance and/or repair costs. Frequently Asked Questions and Answers Regarding the CGS Land Use Review Process 1 Why am I required to have a CGS review when I already hired and paid for my own consultant? In 1972, Senate Bill 35 was passed stating that any person or entity subdividing a property into parcels of 35 acres or less on unincorporated land must submit geologic or geotechnical reports to the County as part of the preliminary plat application process. Municipalities or public agencies may request that CGS review a site, although these reviews are not governed by the statute. 7 The subdivision down the road was approved, why wasn’t mine? There could be several reasons: geologic conditions can change over short distances; subdivisions made prior to 1972 were not required to undergo a CGS review and may have not been evaluated for geologic suitability at all; the area down the road may be incorporated as part of a municipality, which exempts it from the CGS review process. Another consideration is that geologic reviews are continually evolving and site conditions that have been judged acceptable in the past may no longer be considered as such, based on the current understanding of the geologic processes and adverse impacts associated with them. 2 Why is a CGS review necessary when I already hired my own geologist? 8 Why are CGS reviews required even on low-density properties? The CGS review is an independent third-party review that is done for the County, similar to the service a building inspector provides for construction review. The purpose of the CGS review is to ensure that all geologic concerns have been adequately identified and addressed in the geologic reports and that the proposed development is feasible. Senate Bill 35 pertains to subdivisions of less than 35 acres. Geologic hazards can occur on large-scales or small-scales; relying on low-density subdivision can not mitigate all geologic hazards. For instance, entire hillsides might be prone to rockfall or landslide hazards. Large tracts of land may be subject to groundwater problems. 3 Why does CGS charge for land use reviews? Doesn’t taxpayer money pay for this service? 9 Why can’t I just use the soil conservation maps for a geologic report? CGS land use reviews are not subsidized through the general fund, although some other review agencies are supported by taxpayer money. In 1984 the state legislature decided that CGS reviews should be paid for with fees paid by the applicant of the proposed development so that taxpayers are not viewed as subsidizing development. The USDA soil conservation maps are a good start for geologic investigations, but do not contain sufficient detail on the possible geologic problems that may occur at any site. 10 Aren’t some of your review comments beyond the scope of geologic hazards on my site? 4 Did the CGS geologist make a field visit to the site? Technically other agencies have regulatory authority regarding issues such as flood plains, groundwater availability and wildfire, but these issues are also important factors in the overall geologic context of the site and may affect geologic hazards on the site. The mention of a condition in the CGS review letter is not intended to influence the statutory authority of any other agency, but rather to ensure that all parties are aware of a potentially problematic geologic condition. For instance, mention of a situation involving a major drainage is a flag that the U.S. Army Corps of Engineers or the Colorado Water Conservation Board should be reviewing development plans. A CGS geologist visits each site being reviewed. If the review is a re-submittal for a site that has been visited previously, a second site visit may not be necessary. If significant changes have occurred since the initial review, the site may be visited again. 5 Why is the CGS review letter so short and simple? What is my fee paying for? The CGS letter is a review of the geologic material submitted and reflects the level of detail contained in those documents. CGS does not offer designs, but rather ensures that the work that has been done is meaningful and adequate for the site conditions and proposed development. A site review that adequately addresses all the geologic conditions present at the site may be a short confirmation letter. If more work needs to be done or if difficult site conditions are present, the letter may be longer. 11 When I bought this property, no one told me about any geologic hazards on the site; can I go back to the previous owners somehow? CGS can not give legal advice. If the seller was aware of adverse conditions with respect to the proposed use, this should have been disclosed. A legal opinion should be sought. 6 What type of information do I need to submit to CGS for a land use review? The more geologic information that is submitted to CGS, the easier it is for CGS to evaluate the property. The required documents may vary based on county requirements and the potential problems that may impact the proposed development. A topographic map is essential. Also, information regarding slope, surficial materials, subsurface materials and bedrock, presence of groundwater and depth, and specific geologic hazards should be included, where applicable. Grading plans, drainage plans, and geotechnical testing results are also very helpful for the review. The presence of geologic hazards should be evaluated with respect to the development plan. Also, the effect of development on geologic conditions should be discussed. The evaluation should include alternatives such as avoidance and mitigation techniques. 12 Can I get a waiver from having the CGS do a review? The discretion to grant waivers is vested by law with the counties. Once an application for review is submitted to CGS, we are under a statutory responsibility to respond. 13 I am willing to accept the risk associated with my property — why is it anyone’s business what I do with my own land? The presumption associated with a subdivision is that portions of the property will be sold to others. This then assigns any risk to future buyers, and the county is required to protect their interests. Senate Bill 35 addresses a wide variety of land use issues as well as geologic suitability in an attempt to provide information so that the overall appropriateness of the subdivision proposal can be evaluated. G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G GGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X XXXX XXXXXXXXXXXXXXXXXHY DHY DS S 15''Ø S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEW >>>>>>>>>SSSSSSSSSSSSSSSS>>>>>>> > > > > > > > >>>>>>>>>> >>>>> > > > > >>>>>>>>>>>>>>>>>RWRW RW RW RW RW RW RW RW RW RW T T T T T T E >>>>>>>>>>>>>>>SL SL SL SL SL SL SL SL SLNW 1/4 NE 1/4 NE 1/4 NE 1/4 SE 1/4 NE 1/4SW 1/4 NE 1/4 SE 1/4 NE 1/4SW 1/4 NE 1/4 NW 1/4 SE 1/4 NE 1/4 SE 1/4 W 5500546054505470548054905440543054205390 5380 5370 53 9 0 5380 5 3 7 0 5 3 6 0 5360 53505360537053805390 5400 5400 5400 5410 54105410 Lot 2 373792 sf 8.581 Ac±WSJUNK1.177 Ac±Lot 1 666001 sf 15.289 Ac± Lot 3 245800 sf 5.643 Ac±N39° 25' 35"E 1173.14'N38° 30' 47"E 245.17'N82° 04' 19"E 48 4 . 8 0 ' S64° 1 7' 0 0" W 9 6 8. 0 0'S47° 50' 00"W 151.71'S48° 07' 00"W 547.03' S62° 4 1' 0 0" W 1 3 3. 0 0' N89° 52' 59"E 1384.72'S27° 56 ' 01 "E 152 .05 'WSOC/O C/O C/OC/O WSO100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-Y R 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YRCount y R o a d # 3 2 0 (60' R. O. W.)Village Drive(60' R.O.W.)Winchester Street Remington Street Last Ch a n c e Di t c h 20.00' 30.00' 15' CITY OF RIFLE PIPELINE RIGHT OF WAY EASEMENT BOOK 353, PAGE 301 50' PUBLIC ROAD DEDICATION BOOK 600, PAGE 482 & UTILITY LINE EASEMENT BOOK 742, PAGE 573 10' PUBLIC ROAD DEDICATION BOOK 600, PAGE 482 15' DITCH EASEMENT RN 264953 15' UTILITY EASEMENT CENTERED ON THE EX. OVERHEAD UTILITY LINES (DEDICATED WITH THIS PLAT)Helmer Gulch50' GAS LINE EASEMENT BOOK 849, PAGE 531Rifle Village SouthSubdivisionRolling Acres Subdivision EXISTING HOUSE EXISTING POND Count y R o a d # 3 2 0 (60' R. O. W.)Village Drive(60' R.O.W.)Winchester Street Remington Street Last Ch a n c e Di t c h EXISTING GARAGE Helmer Gulch Helmer GulchCENTER OF SECTION 20 REBAR & CAP LS#15397 EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. NATURAL GAS MARKER, TYP. EX. NATURAL GAS MARKER, TYP. EX. WATER VALVE EX. WATER MANHOLE EX. SEWER MANHOLE EX. SEWER MANHOLE EX. UTILITY POLE EX. UTILITY PEDESTAL EX. UTILITY POLE EX. UTILITY PEDESTALS UTILITY PEDESTAL EX. SEWER MANHOLE EX. FIRE HYDRANT EX. UTILITY POLE EX. IRRIG. BOX EX. IRRIG. VALVE EX. IRRIG. VALVE EX. IRRIG. VALVE EX. UTILITY POLE EX. UTILITY POLE EX. WATER MANHOLE & VALVES EX. ACCESS W/ PAVED APRON EX. ACCESS W/ PAVED APRON EX. ACCESS EXISTING ISDS 240 LF 4"Ø SDR35 PVC SEWER SERVICE AT 2% MIN. INSTALL CLEANOUTS EVERY 100 LF, AT BENDS AND AT THE END (COORD. W/ CITY OF RIFLE) 20 LF 4"Ø SDR35 PVC SEWER SERVICE AT 2% MIN. INSTALL A CLEANOUT AT THE END (COORD. W/ CITY OF RIFLE) 30 LF 1"Ø WATER SERVICE & SHUTOFF VALVE (COORD. W/ CITY OF RIFLE) 20 LF 1"Ø WATER SERVICE & SHUTOFF VALVE (COORD. W/ CITY OF RIFLE) PROPOSED UTILITY EASEMENT FEMA FLOODPLAIN (LOMR CASE NO. 18-08-0695P, EFFECTIVE DATE: FEB. 8, 2019) NOTE: REVEGETATE DISTURBED AREAS (ALONG NEW UTILITY SERVICE LINES, 0.20 AC± ) WITH A REGIONAL NATIVE GRASS SEED MIX. 00 150'300' Scale: 1" = 150' NORTH ByRevisionNo.Date923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Engineer or Surveyor Seal Sheet Client Information: PROJECT NO. File Name: Designer: Drafter: Date:N:\PROJECTS\2003\WillowRanch\dwg\03003-V-Topo.dwg 10/6/2022 11:27 AMSubsurface Utility Engineering (SUE) Required Project: If "Yes", SUE Certification by: Firm: Job #: Date: 05/05/22 djw djw 03003-v-topo.dwg 03003 970.948.4937 Rifle, Colorado 81650 10889 County Road #320 Harry & Colleen Colborn Rifle, ColoradoReview Set: Do Not FileSite MapColborn Minor SubdivisionC.1 No N/A N/A N/A SITE PLAN COLBORN MINOR SUBDIVISION A TRACT OF LAND SITUATED IN THE SW 1/4 NE 1/4 AND SE 1/4 NE 1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO LEGEND X PROPERTY LINE EASEMENT CENTERLINE EXISTING FENCE >>EX. FLOWLINE (DITCH OR GULCH) S OE OE EXISTING WATER MAIN/VALVE SECTION LINE T T G EX. TELECOMMUNICATIONS PEDESTAL EX. TELECOMMUNICATIONS MANHOLE EX. ELECTRIC TRANSFORMER EX. UTILITY POLE EX. WATER VALVE EX. GAS MARKER MONUMENT FOUND MONUMENT TO BE SET WITH THIS PLAT EX. SANITARY SEWER MANHOLE EX. WATER MANHOLEW G G SS SS EXISTING NATURAL GAS EXISTING SANITARY SEWER W W EXISTING POTABLE WATER 24''Ø EXISTING CULVERT/SIZE 10' CONTOUR 1' CONTOUR5402 5400 RW RW EXISTING IRRIGATION NOTES: THIS PLAN SET IS INTENDED TO BE PLOTTED IN COLOR. FAILURE TO DO SO MAY RESULT IN MISSING DATA & INFORMATION CRITICAL TO THE PROJECT. SL SL SL SL PROPOSED SANITARY SEWER SERVICE WS WS WS PROPOSED 1"Ø POTABLE WATER SERVICEWSOC/O 100-YR FEMA 100-YR FLOODPLAIN 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-Y R 100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR100-YR100-YR20.00' 30.00' 15' CITY OF RIFLE PIPELINE RIGHT OF WAY EASEMENT BOOK 353, PAGE 301 50' PUBLIC ROAD DEDICATION BOOK 600, PAGE 482 & UTILITY LINE EASEMENT BOOK 742, PAGE 573 >>>>>> > > >>>>>>> > >>>>>>>>>>>>>>>>>>>>>CENTER OF SECTION 20 REBAR & CAP LS#15397 FOUND RAC LS#26626 POINT OF BEGINNING 10' PUBLIC ROAD DEDICATION BOOK 600, PAGE 482 15' DITCH EASEMENT RN 264953 N89° 28' 02"E 298.11' (TIE) NORTHWEST CORNER OF SW1/4NE1/4 SECTION 20 BRASS CAP 2177-212-00-400 2177-202-08-0012177-201-02-001 2177-202-00-006 2177-202-00-005 2177-202-00-0072177-202-09-0012177-202-05-0012177-201-01-002 2177-201-01-001 2177-201-00-004 2177-201-00-010 2177-201-02-002 Count y R o a d # 3 2 0 (60' R. O. W.)Village Drive(60' R.O.W.)2177-291-00-900 2177-201-00-0022177-202-08-003Winchester Street Remington Street Last Ch a n c e D i t c h 2177-201-00-011 2177-202-09-012SE 1/4 NE 1/4SW 1/4 NE 1/4 NW 1/4 SE 1/4 NE 1/4 SE 1/4 FOUND RC ILLEGIBLE FOUND RC ILLEGIBLE FOUND RAC LS#12029 FOUND NO.5 REBAR FOUND NO.5 REBAR Helmer Gulch Rifle Village South Subdivision Rolling Acres Subdivision See Sheet V.2 for Subdivision Lots & Easements EAST 1/4 CORNER SECTION 20 BRASS CAP BASIS OF BEARING N89° 28' 02"E 1175.61' N 4 5 ° 3 1 ' 2 1 " W 1 1 7 9 . 3 5 ' ( T I E )(RN245579)(RN227220)(RN275967)(RN275968)(RN550919)50' GAS LINE EASEMENT BOOK 849, PAGE 531 FOUND NAIL L1L2L3L4 L5 L6 L7L 8C1L9L10 L11 L12L13 L14 L15L16 L17 L18L19 C2 L22 C3L23 L20L21 (DEED S82°28'3 9 " W ) S82° 26' 51"E 599.56' (DEED 599.67') PRIOR TO BOUNDARY LINE ADJUSTMENT (RN740149)S26° 36' 10"W(DEED S26°36'11"W)75.00'S73° 49' 3 0 " W 610.26' S74° 49' 0 0 " W 277.29' S64° 1 7' 0 0" W 9 6 8. 0 0'S47° 50' 00"W 151.71'S48° 07' 00"W 547.03' S62° 4 1' 0 0" W 1 3 3. 0 0' N89° 52' 59"E 1384.72'S27° 56 ' 01 "E 152 .05 ' FEMA FLOODPLAIN (LOMR CASE NO. 18-08-0695P, EFFECTIVE DATE: FEB. 8, 2019) SW 1/4 NE 1/4 SE 1/4 NE 1/4 NE 1/4 NE 1/4NW 1/4 NE 1/4 00 150'300' Scale: 1" = 150' NORTH ByRevisionNo.Date923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Engineer or Surveyor Seal Sheet Client Information: PROJECT NO. File Name: Designer: Drafter: Date:N:\PROJECTS\2003\WillowRanch\dwg\03003-C-Plat.dwg 10/6/2022 11:18 AMSubsurface Utility Engineering (SUE) Required Project: If "Yes", SUE Certification by: Firm: Job #: Date: 10/6/22 djw djw 03003-c-plat.dwg 03003 970.948.4937 Rifle, Colorado 81650 10889 County Road #320 Harry & Colleen Colborn Rifle, ColoradoReview Set: Do Not FilePreliminary PlatColborn Minor SubdivisionV.1 No N/A N/A N/A PRELIMINARY PLAT COLBORN MINOR SUBDIVISION A TRACT OF LAND SITUATED IN THE SW 1/4 NE 1/4 AND SE 1/4 NE 1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO PAGE 1 OF 2 NOTES 1.THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE THE SUBJECT PROPERTY INTO THREE (3) PARCELS. 2.BASIS OF BEARINGS: ALL BEARINGS BASED ON THE LINE BETWEEN THE CENTER OF SECTION 20 , A REBAR WITH CAP #15397 AND THE EAST 1/4 CORNER OF SECTION 20, A BRASS CAP HAVING A BEARING OF N89°28'02"E AS SHOWN HEREON. 3.DATE OF SURVEY: MARCH 2022. 4.UNITS OF LINEAR MEASUREMENT ARE DISPLACED IN U.S. SURVEY FEET. 5.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. BOUNDARIES UNLIMITED INC. RELIED UPON TITLE COMPANY OF THE ROCKIES, COMMITMENT NUMBER 1205246-C2, EFFECTIVE DATE APRIL 12, 2022, 7:00 AM. 6.THE PARCEL IS SUBJECT TO: a.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED AUGUST 11, 1921 IN BOOK 112 AT PAGE 538. b.ANY RIGHTS, INTERESTS OR EASEMENTS IN FAVOR OF THE STATE OF COLORADO, THE UNITED STATES OF AMERICA, OR THE GENERAL PUBLIC, WHICH EXIST OR ARE CLAIMED TO EXIST IN, OVER, UNDER AND/OR ACROSS THE WATERS AND PRESENT AND PAST BED AND BANKS OF THE HELMER GULCH. c.AN UNDIVIDED ONE-HALF (1/2) INTEREST IN OIL, GAS AND OTHER MINERAL RIGHTS, AS RESERVED BY GLENN L. ZASTROW AND EVA M. ZASTROW IN THE DEED RECORDED AUGUST 12, 1960 IN BOOK 329 AT PAGE 168, AND ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. d.EASEMENT AND RIGHT OF WAY FOR ELECTRIC TRANSMISSION AND DISTRIBUTION LINE PURPOSES, AS GRANTED TO COLORADO-UTE ELECTRIC ASSOCIATION, INC., BY INSTRUMENT RECORDED SEPTEMBER 6, 1963 IN BOOK 352 AT PAGE 506, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED THEREIN. e.EASEMENT AND RIGHT OF WAY FOR PIPELINE PURPOSES, AS GRANTED TO CITY OF RIFLE, BY INSTRUMENT RECORDED OCTOBER 7, 1963 IN BOOK 353 AT PAGE 301, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED THEREIN. f.AN UNDIVIDED ONE-HALF (1/2) INTEREST IN OIL, GAS AND OTHER MINERAL RIGHTS, AS RESERVED BY S. W. ANDERSON AND LOLA MARIE ANDERSON IN THE DEED RECORDED SEPTEMBER 30, 1974 IN BOOK 465 AT PAGE 136, AND ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. g.TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN RESOLUTION NO. 94-091 RECORDED AUGUST 9, 1994 AT RECEPTION NO. 466958. h.EASEMENT AND RIGHT OF WAY FOR TELECOMMUNICATION LINE PURPOSES, AS GRANTED TO US WEST COMMUNICATIONS, BY INSTRUMENT RECORDED AUGUST 19, 1994 AT RECEPTION NO. 467470, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED THEREIN. i.TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN RESOLUTION NO. 2003-87 RECORDED NOVEMBER 5, 2003 AT RECEPTION NO. 640191. j.TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN CONTRACT TO PROVIDE SERVICES AND PRE-ANNEXATION AGREEMENT RECORDED DECEMBER 10, 2003 AT RECEPTION NO. 642635. k.TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN BOUNDARY LINE ADJUSTMENT RECORDED DECEMBER 28, 2007 AT RECEPTION NO.740149 . l.EASEMENT AND RIGHT OF WAY FOR PIPELINE PURPOSES, AS GRANTED BY TO ETC CANYON PIPELINE, LLC, BY INSTRUMENT RECORDED JANUARY 8, 2009 AT RECEPTION NO. 761221, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED THEREIN. 7.ALL NOT-FOUND EXTERIOR AND INTERIOR LOT CORNERS, WITH EXCEPTION OF THOSE WITHIN HELMER GULCH, SHALL BE MONUMENTED BY A NO. 5 REBAR WITH A 1 1/2" ALUMINUM CAP STAMPED "BU-INC LS 25642". 8.FENCES SHOWN HEREON, IF ANY ARE SOWN FOR GENERAL REFERENCE AND DO NOT NECESSARILY DEPICT LIMITS OF OWNERSHIP. 9.CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 10.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 STOVES AND APPLIANCES. 11.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. 12.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. 13.ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAND 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 AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 14.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). 15.DOMESTIC DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OF WILDLIFE, EXCEPT AS USED FOR LIVESTOCK CONTROL. 16.FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR WILDLIFE FRIENDLY FENCING. 17.ENGINEER DESIGNED ONSITE WASTEWATER TREATMENT SYSTEMS ARE REQUIRED WITH THIS SUBDIVISION (LOT 1 ONLY). 18.ENGINEER DESIGNED FOUNDATIONS ARE REQUIRED WITHIN THIS SUBDIVISION. 19.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. 20.WILDFIRE PREVENTION GUIDELINES OF THE U.S.F.S. AND COLORADO STATE FORESTER SHALL BE INCORPORATED IN HOME CONSTRUCTION AND SITE PLANNING AND DESIGN. 21.A GEOLOGIC HAZARDS AND GEOTECHNICAL INVESTIGATION SHALL BE REQUIRED FOR ALL FUTURE IMPROVEMENTS REQUIRING A BUILDING PERMIT OR FURTHER SUBDIVISION. SUCH INVESTIGATION SHALL ADDRESS AT A MINIMUM THE POTENTIAL FOR HYDROCOMPACTIVE SOILS (SOILS EXHIBITING COMPRESSION OR COLLAPSE UNDER LOADING AND/OR WETTING), SEASONALLY SHALLOW GROUNDWATER AND PERCHED WATER, AND FLASH FLOODING AND EROSION ALONG HELMER GULCH. 19)ANY FUTURE GRADING OR BUILDING PERMITS REQUIRE A SITE-SPECIFIC SUBSURFACE INVESTIGATION, CONSISTING OF BORINGS OR TEST PITS, LABORATORY TESTING AND ANALYSIS, AND SITE-SPECIFIC GEOTECHNICAL RECOMMENDATIONS (FOUNDATION, FLOOR SYSTEM, SURFACE AND SUBSURFACE DRAINAGE, PAVEMENT, ETC.) TO BE SUBMITTED WITH THE PERMIT APPLICATION. 20)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 CERTIFICATE OF DEDICATION AND OWNERSHIP (DEEDED) THE UNDERSIGNED HARRY AND COLLEEN COLBORN, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A TRACT OF LAND SITUATED IN THE SW1/4NE1/4 AND THE SE1/4NE1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SECTION 20, A REBAR AND CAP FOUND IN PLACE AND MARKED L.S. #15397; THENCE NORTH 89°28'02" EAST 298.11 FEET TO A POINT ON THE SOUTHEASTERLY LINE OF DOCUMENT NO. 264953 (AS FILED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE). THE TRUE POINT OF BEGINNING: THENCE (BOUNDED ON THE NORTHWEST BY SAID DOCUMENT) NORTH 21°12'56" EAST 106.94 FEET; THENCE (BOUNDED ON THE NORTHWEST BY SAID DOCUMENT) NORTH 49°45'59" EAST 36.03 FEET; THENCE (BOUNDED ON THE NORTHWEST BY SAID DOCUMENT) NORTH 42°46'04" EAST 243.43 FEET; THENCE (BOUNDED ON THE NORTHWEST BY SAID DOCUMENT) NORTH 64°56'16" EAST 103.86 FEET; THENCE (BOUNDED ON THE NORTHWEST BY SAID DOCUMENT) NORTH 26°36'10" EAST 75.00 FEET; THENCE (BOUNDED ON THE SOUTH BY SAID DOCUMENT) NORTH 82°27'40" WEST 599.54 FEET TO A POINT ON THE EASTERLY LINE OF A 60.00 FOOT ROAD RIGHT OF WAY (DESCRIBED IN DOCUMENT NO. 245579 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE); THENCE ALONG SAID EASTERLY RIGHT OF WAY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 129.37 FEET AND A CENTRAL ANGLE OF 00°03'50" A DISTANCE OF 0.14 FEET, (CHORD BEARS NORTH 00°33'15" WEST 0.14 FEET); THENCE NORTH 00°31'21" WEST ALONG SAID EASTERLY RIGHT OF WAY 178.34 FEET TO A POINT ON THE SOUTHERLY LINE OF RIFLE VILLAGE SOUTH SUBDIVISION; THENCE (BOUNDED ON THE WEST BY RIFLE VILLAGE SOUTH SUBDIVISION) NORTH 00°31'21" WEST 230.00 FEET; THENCE (BOUNDED ON THE NORTH BY RIFLE VILLAGE SOUTH SUBDIVISION) NORTH 89°32'18" EAST 180.00 FEET; THENCE (BOUNDED ON THE WEST BY RIFLE VILLAGE SOUTH SUBDIVISION) NORTH 00°31'21" WEST 230.10 FEET TO THE SOUTHWEST CORNER OF DOCUMENT NO. 275967 (AS FILED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE); THENCE (BOUNDED ON THE NORTH BY SAID DOCUMENT NO. 275967) NORTH 89°30'57" EAST 135.00 FEET TO THE SOUTHEAST CORNER OF SAID DOCUMENT NO. 275967, BEING ALSO THE SOUTHWEST CORNER OF DOCUMENT NO. 275968, AS FILED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE (BOUNDED ON THE NORTH BY SAID DOCUMENT NO. 275968) NORTH 89°30'57" EAST 229.26 FEET; THENCE (BOUNDED ON THE WEST BY SAID DOCUMENT NO. 275968) NORTH 00°31'21" WEST 190.00 FEET TO A POINT ON THE NORTHERLY LINE OF SAID SW1/4 NE1/4 OF SECTION 20; THENCE NORTH 89°30'57" EAST ALONG SAID NORTHERLY LINE 1175.61 FEET TO THE INTERSECTION OF A NORTH-SOUTH FENCE LINE EXTENDED; THENCE SOUTH 03°24'56" EAST ALONG SAID FENCE LINE AND ALONG SAID FENCE 487.15 FEET, TO A POINT ON THE NORTHERLY LINE OF A 60.00 FOOT RIGHT OF WAY FOR COUNTY ROAD NO. 320; THENCE LEAVING SAID FENCE LINE SOUTH 62°03'58" WEST ALONG SAID NORTHERLY RIGHT OF WAY 604.17 FEET; THENCE ALONG SAID NORTHERLY RIGHT OF WAY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2113.24 FEET AND A CENTRAL ANGLE OF 05°20'34", A DISTANCE OF 197.06 FEET, (CHORD BEARS SOUTH 64°44'15" WEST 196.99 FEET); THENCE SOUTH 67°24'32" WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE, 286.11 FEET; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 788.74 FEET AND A CENTRAL ANGLE OF 40°23'21", A DISTANCE OF 556.01 FEET (CHORD BEARS SOUTH 47°12'51" WEST 544.57 FEET) TO A POINT ON THE SOUTHERLY LINE OF SAID SW1/4NE1/4 OF SECTION 20; THENCE LEAVING SAID RIGHT OF WAY SOUTH 89°28'02" WEST ALONG SAID SOUTHERLY LINE 130.35 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM: A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL OF LAND LYING NORTH OF THE NORTHERLY LINE OF A 60 FOOT RIGHT OF WAY FOR COUNTY ROAD 320 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 20, A BRASS CAP FOUND IN PLACE; THENCE NORTH 45°31'21" WEST 1179.35 FEET TO A POINT ON SAID NORTHERLY RIGHT OF WAY, THE TRUE POINT OF BEGINNING; THENCE SOUTH 62°03'58" WEST ALONG SAID RIGHT OF WAY 109.91 FEET; THENCE LEAVING SAID RIGHT OF WAY NORTH 03°24'56" WEST 537.88 FEET TO A POINT ON THE NORTHERLY LINE OF SAID SE1/4NE1/4; THENCE NORTH 89°30'57" EAST ALONG SAID NORTHERLY LINE 100.13 FEET; THENCE SOUTH 03°24'56" EAST 487.15 FEET TO THE TRUE POINT OF BEGINNING. AND (AKA BOUNDARY LINE ADJUSTMENT (N740149) A TRACT OF LAND SITUATED IN A PARCEL OF LAND DESCRIBED IN BOOK 465 AT PAGE 136 IN THE RECORDS OF THE GARFIELD COUNTY CLERK AND RECORDER AND ALSO BEING SITUATED IN THE SW1/4 OF THE NE1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A REBAR AND CAP L.S. #26626 FOUND AT THE NORTHWESTERLY CORNER OF SAID PARCEL, ALSO BEING A POINT ON THE EASTERLY RIGHT OF WAY LINE OF A 60 FOOT ROAD RIGHT OF WAY, FROM WHICH THE NORTHWEST CORNER OF THE SW1/4NE1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARS N. 04°40'53" W. 830.61 FEET; THENCE S. 82°28"39" E. 599.67 FEET ALONG THE NORTHERLY LINE OF SAID PARCEL TO A POINT IN A GULCH KNOWN AS HELMER GULCH; THENCE ALONG SAID GULCH S. 26°35'11" W. 75.00 FEET; THENCE DEPARTING SAID GULCH N. 76°40'29" W. 293.93 FEET; THENCE N. 88°43'01" W. 176.44 FEET; THENCE S. 20°20'00" W. 63.51 FEET TO A POINT ON SAID EASTERLY RIGHT OF WAY; THENCE ALONG SAID RIGHT OF WAY THE FOLLOWING 2 (TWO) COURSES: 1)N. 41°58'00" W. 65.13 FEET; 2)THENCE 93.17 FEET ALONG AN ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 129.37 FEET, A CENTRAL ANGLE OF 41°15'30" AND SUBTENDING A CHORD BEARING N. 21°10'10" W. 91.16 FEET TO THE POINT OF BEGINNING. CONTAINING 29.516 ACRES, MORE OR LESS, 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 COLBORN MINOR SUBDIVISION, A MINOR 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 . OWNER: HARRY COLBORN 10889 COUNTY ROAD #320 RIFLE, CO 81650 OWNER: COLLEEN COLBORN 10889 COUNTY ROAD #320 RIFLE, CO 81650 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 (SEAL) Vicinity Map 1"=2000'NORTHSURVEYOR'S CERTIFICATE I, STEVEN L. SMITH, 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 COLBORN 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, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID 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 THIS DAY OF , 20 . PROFESSIONAL LAND SURVEYOR STEVEN L. SMITH , PLS 25642 FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC. COUNTY COMMISSIONERS' CERTIFICATE THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, 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 PROVISION 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 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 , 20___, AND IS DULY RECORDED AS RECEPTION NO. _____________________. CLERK AND RECORDER BY DEPUTY 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 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 HARRY AND COLLEEN COLBORN, 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. 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 COUNTYHelmer GulchCounty R o a d # 3 2 0 Site Interstate 70 City of Rifle LEGEND X PROPERTY LINE EASEMENT CENTERLINE EXISTING FENCE >>EX. FLOWLINE (DITCH OR GULCH) S OE OE EXISTING WATER MAIN/VALVE SECTION LINE T T G EX. TELECOMMUNICATIONS PEDESTAL EX. TELECOMMUNICATIONS MANHOLE EX. ELECTRIC TRANSFORMER EX. UTILITY POLE EX. WATER VALVE EX. GAS MARKER MONUMENT FOUND MONUMENT TO BE SET WITH THIS PLAT EX. SANITARY SEWER MANHOLE EX. WATER MANHOLEW 100-YR FEMA 100-YR FLOODPLAIN 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-Y R 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YRG G G G G G G G G G G G G G XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X XXXX XXXXXXXXXXXXXXXXXHY DHY DS S S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEW >>>>>>>>>>>>>>>> > > > > > > > >>>>>>>>>> >>>>> > > > > >>>>>>>>>>>>>>>>>T T T T T T E >>>>>>>>>>>>>>>SE 1/4 NE 1/4SW 1/4 NE 1/4 NW 1/4 SE 1/4 NE 1/4 SE 1/4 EXISTING HOUSE EXISTING POND Count y R o a d # 3 2 0 (60' R. O. W.)Village Drive(60' R.O.W.)Winchester Street Remington Street Last Ch a n c e Di t c h EXISTING GARAGE 20.00' 30.00' 15' CITY OF RIFLE PIPELINE RIGHT OF WAY EASEMENT BOOK 353, PAGE 301 50' PUBLIC ROAD DEDICATION BOOK 600, PAGE 482 & UTILITY LINE EASEMENT BOOK 742, PAGE 573 10' PUBLIC ROAD DEDICATION BOOK 600, PAGE 482 15' DITCH EASEMENT RN 264953 15' UTILITY EASEMENT CENTERED ON THE EX. OVERHEAD UTILITY LINES (DEDICATED WITH THIS PLAT)20.00'N89° 28' 02"E 298.11' (TIE)168.89' (EASEMENT)9.13' (EASEMENT) Helmer Gulch Helmer GulchW 50' GAS LINE EASEMENT BOOK 849, PAGE 531 CENTER OF SECTION 20 REBAR & CAP LS#15397 EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. UTILITY POLE EX. NATURAL GAS MARKER, TYP. EX. NATURAL GAS MARKER, TYP. EX. WATER VALVE EX. WATER MANHOLE EX. SEWER MANHOLE EX. SEWER MANHOLE EX. UTILITY POLE EX. UTILITY PEDESTAL EX. UTILITY POLE EX. UTILITY PEDESTALS UTILITY PEDESTAL EX. SEWER MANHOLE EX. FIRE HYDRANT EX. UTILITY POLE EX. IRRIG. BOX EX. IRRIG. VALVE EX. IRRIG. VALVE EX. IRRIG. VALVE EX. UTILITY POLE EX. UTILITY POLE EX. WATER MANHOLE & VALVES EX. ACCESS EX. ACCESS EX. ACCESS Subject Parcel 1285593 sf 29.513 Ac±Exception1.177 Ac±Lot 2 373792 sf 8.581 Ac± Lot 1 666001 sf 15.289 Ac± Lot 3 245800 sf 5.643 Ac± N89° 32' 18"E180.00'N89° 52' 59"E 724.28'N89° 52' 59"E 61.28'S16° 04' 19"W49.28'S44° 16' 42"W122.70'S58° 4 6' 1 6" W 100.8 5'S36° 20' 34"W74.13'S55° 15' 31"W 77.18'S21° 33' 34"W203.20'S26° 36' 10"W75.00'N76° 37' 0 9 " W 293.85' N88° 43' 01"W 176.44'S20° 20' 00"W63.51'N 4 1 ° 5 7 ' 0 1 "W 6 5 . 1 3 'L=93.17' ;R=129.37 'D=41°15'41" ;T=48 . 7 1 'Ch=91.17;ChD=N21°09' 1 2 "W'N00° 31' 21"W178.34'N00° 31' 21"W230.00'10.03' N89° 32' 18"E 180.00'N00° 31' 21"W230.10'N89° 30' 57"E 135.00' N89° 30' 57"E 229.26'N00° 31' 21"W190.00'360.00'S00° 31' 21"E434.77'715.48'S03° 24' 56"E537.88'494.2 6' L =1 9 7 .0 6 ';R =2 1 1 3 .2 4 'D =5 °2 0 '3 4 ";T =9 8 .6 0 'C h =1 9 6 .9 9 ;C h D =S 6 4 °4 4 '1 5 "W 'S67° 2 4' 3 2" W 286.11'L=556.01';R=788.74'D=40°23'21";T=290.12'Ch=544.57;ChD=S47°12'51"W 'S89° 28' 02"W 130.35'N21° 12' 56"E106.94'N49° 45' 59"E36.03'N42° 46' 04"E243.43'N64° 5 6' 1 6" E 103.86'N39° 25' 35"E 1173.14'N38° 30' 47"E 245.17'N82° 04' 19"E 48 4 . 8 0 ' S64° 1 7' 0 0" W 9 6 8. 0 0'S47° 50' 00"W 151.71'S48° 07' 00"W 547.03' S62° 4 1' 0 0" W 1 3 3. 0 0'219.97'N89° 52' 59"E 1384.72'S27° 56 ' 01 "E 152 .05 ' N89° 30' 57"E 1175.61'S03° 24' 56"E487.15'109.9 1' S62° 0 3' 5 8" W 604.1 7' 100.13'20.00'20.00' S89° 52' 59"W 20.08' S0° 31' 21"E 20.00' S89° 32' 18"W 179.94' PROPOSED UTILITY EASEMENT FEMA FLOODPLAIN (LOMR CASE NO. 18-08-0695P, EFFECTIVE DATE: FEB. 8, 2019) NW 1/4 NE 1/4 SW 1/4 NE 1/4 SE 1/4 NE 1/4 NE 1/4 NE 1/4 00 100'200' Scale: 1" = 100' NORTH ByRevisionNo.Date923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Engineer or Surveyor Seal Sheet Client Information: PROJECT NO. File Name: Designer: Drafter: Date:N:\PROJECTS\2003\WillowRanch\dwg\03003-C-Plat.dwg 10/6/2022 11:21 AMSubsurface Utility Engineering (SUE) Required Project: If "Yes", SUE Certification by: Firm: Job #: Date: 10/6/22 djw djw 03003-c-plat.dwg 03003 970.948.4937 Rifle, Colorado 81650 10889 County Road #320 Harry & Colleen Colborn Rifle, ColoradoReview Set: Do Not FilePreliminary PlatColborn Minor SubdivisionV.2 No N/A N/A N/A PRELIMINARY PLAT COLBORN MINOR SUBDIVISION A TRACT OF LAND SITUATED IN THE SW 1/4 NE 1/4 AND SE 1/4 NE 1/4 OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO PAGE 2 OF 2 LEGEND X PROPERTY LINE EASEMENT CENTERLINE EXISTING FENCE >>EX. FLOWLINE (DITCH OR GULCH) S OE OE EXISTING WATER MAIN/VALVE SECTION LINE T T G EX. TELECOMMUNICATIONS PEDESTAL EX. TELECOMMUNICATIONS MANHOLE EX. ELECTRIC TRANSFORMER EX. UTILITY POLE EX. WATER VALVE EX. GAS MARKER MONUMENT FOUND MONUMENT TO BE SET WITH THIS PLAT EX. SANITARY SEWER MANHOLE EX. WATER MANHOLEW 100-YR FEMA 100-YR FLOODPLAIN