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 4ӯ 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