HomeMy WebLinkAbout1.0 ApplicationCommunity Development Depa rtment
108 au. Street, Suite 401
Glenwood Sp rings, CO 81601
(970 ) 945 -8 212
www:JS.!!!field·co1mty,com
L"·--~:!'!1l!1~~~e Review . . D Developme nt in 100-Year Floodpl ain ..... !
l D Limited Impact Review D Development 1nl.OO-Year Floodplain Variance! r"· OMaJorimPact Review ___ ,,. ___ ,_,,_"~··~w~-· 0 Code-Text Amendment--. ·-·~~·--~·-· --·1 t-·----·-·--,--------------------··------~,··~-~···~--···--·-·-·-··~···"··~··! : 0 Amendments to an App roved tuCP 0 Rezon ing t ·
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l D Pipeline Develo pment i D Variance .. . . . ... . .. ... . . . . . ... !
l D ·Time Extension {also check type of original application)-------· ---~-~--·-~--. -· -~·-·"·~·1
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f ___________________ Phone: (__J j
I MaiUngAddress: _________ ·-----------~-------~ I City: ________________ state: ___ Zip Code : _______ _
I Physlcal/StreetAddress: J5 tf-{a 0.0~ .. ... • I legal DeKription'--------------------------
! Zone District: JLUllAO[ Property Size (acres): .. 35. 54 /
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Submission Requirements
0 The Applicant requesting a Waiver of Submission Requirements per Section 4;.202. list:
Section: Section: ________ ~-·-~-
Section: ____________ sectlon: ____________ _
of Standards
D The Applicant is requesting a Waiverof Standards per Section 4·118. list:
Section: Section: _________ ~,-
Section: __ ~ _________ section: --------
I have read the statements above and have provided the requited attached information which ls
S?!::i:i~Ctben of~knowledge.
Signature of Property Own r Date
Fiie Number: ____ -----Fee Paid:$, __________ _
=Gt Garfield County
Community Development Department
108 81h Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
TAX PARCEL NUMBER: 212324300124
PROJECT: Accessory Dwelling Unit
OWNERS/ APPLICANT: James Craig
REPRESENTATIVE: N/A
PRACTICAL LOCATION: 1546 CR 137 (35.59 acres)
ZONING: Rural
DATE: July 29, 2014; Updated February 4, 2016
TYPE OF APPLICATION: Land Use Change Permit -Administrative Review
I. GENERAL PROJECT DESCRIPTION
The applicant is requesting a permit for an Accessory Dwelling Unit (ADU) on a 35.59 acre parcel
located within the Rural zone district. As the property is over 4 acres, the ADU would be limited to
3000 square feet and would be required to meet all building code requirements.
Staff understands that a 600 square foot home currently exists on the property which was built in
1993. Via correspondence provided to the Building Department, it is further understood that the
property owner has removed all full size appliances from this unit. As a result, the property owner
submitted and received a building permit for a garage with a dwelling unit above that was permitted
in 2015. The new unit above the garage is proposed to be permitted as the ADU. It is the current
intent to demolish the existing 600 sq. foot dwelling built in 1993 at some point in the future and
replace it with a new primary dwelling unit.
The existing primary dwelling unit and ADU are to share a well and septic. The Applicant will need to
demonstrate adequate legal water for all units to be served by the well (a well permit and
augmentation plan, if applicable}. A 4-hour pump test and water quality test are required, but may
be done as a condition of approval (however, please submit any supporting information if it is
available}. In addition, demonstration from a Professional Engineer registered in the state of
Colorado that the septic is adequate to support the ADU in addition to the primary dwelling unit
must be provided with the initial application. Should the septic be shown to not be adequate, a new
septic will need to be installed for the ADU . A new septic systems would be required to obtain all
necessary On-site Wastewater Treatment System (OWTS) permits from Garfield County.
The property is shown to have an Aspen Valley land Trust (AVLT) Conservation Easement as well as
transected by Canyon Creek. The AVLT easement will need to be delineated on the site plan and the
proposed building area will need to be outside the easement area and/or within an AVLT designated
building envelope. The building area will also need to be designated farther than 35 feet from typical
and ordinary high water mark. In addition, the topography of the property will need to be shown on
the site plan in order to demonstrate that 1) the proposed building area does not have slopes
exceeding 20% and 2) the building area has positive drainage. It is understood that an improvement
survey is to be submitted showing the topography of the property and the building area .
Demonstration of conformance to Section 7-107 and specifically Table 7-107 needs to be provided .
Please respond to each of the items in the Roadway Design Standards Table (7-107) to show
compliance with these parameters (ROW width, Lane width, Shoulder width, etc.). Note: most
driveways fall into the Primitive/ Driveway category, however it appears that this driveway is shared
with other properties, please identify which Average Daily Trip (ADT) category this access road may
fall within. A dwelling unit is considered to have 9.57 ADT per the Institute for Traffic Engineers (ITE).
Please respond to the Standards as identified in Article 7: Standards, Division 1, 2 and 3 and for ADUs,
Section 7-701. These are the standards by which the application will be determined to be approved,
approved with conditions. or denied . A short response to these items ensures that 1) the applicant
has read and understands the standards upon which a determination will be based, and 2) allows the
applicant and staff to work through any possible issues early on in the application process .
Should the property owner wish to have a local representative correspond with Staff on the
application or submit information on behalf of the property owner, then the representative will need
to have a letter of authorization from the property owner to act on their behalf. The County does not
have a standard form for this authorization .
The Applicant is encouraged to contact Mike Prehm at the Garfield County Road and Bridge
Department at (mprehm@garfield-county.com or 970-945-1223) prior to submitting that application
to obtain any existing driveway permits and learn if any additional improvements to the access will
be required by Road and Bridge as a result of this ADU. In addition, while Staff will refer the
application to the AVLT for comment, if contact has not been made to the AVLT concerning this
application, the applicant is encouraged to do so prior to submitting the application to the County.
It is understood that the Applicant has a copy of the well permit for the well proposed to serve this
ADU. As noted previously, this well permit needs to be submitted with the application. It is
understood that this is an exempt well permit and is permitted to serve up to 3 dwelling units.
However, should this not be the case, the Applicant will need to contact the Division of Water
Resources (DWR) regarding re-permitting the well to serve the ADU. In this case, the Applicant will
want to contact Dwight Whitehead at dwight.whitehead@state.co.us or 970-945-5665 ext. 5011.
2
II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
• Garfield County Comprehensive Plan 2030
• Garfield County land Use and Development Code, effective July 15, 2013
• Accessory Dwelling Unit (7-701), following Administrative Review (Section 4-103)
• Table 4-102, Common Review Procedures and Required Notice;
• Table 4-201, Application Submittal Requirements
Ill. REVIEW PROCESS
• The review process shall follow the steps as contained in Table 4-102 and Section 4-103,
Administrative Review.
SUBMITTAL REQUIREMENTS
Please refer directly to Table 4-201 and the list of General Application Materials in section 4-203 .
These application materials are generally summarized below:
• Application Form
• General project description
• Ownership Documentation (deed) and title information indicating if there are any lien
holders and/or encumbrances (a title commitment may be necessary)
• Statement of Authority (if property is owned by an llC or other corporate entity) or letter
of Authorization (if the property owner is to be represented by a third party), if necessary
• Fee Payment and Payment Agreement Form
• Pre -~pplication Conference Summary
• Names and addresses of all property owners within 200 feet of project site (can be
conducted using the Garfield County GIS website) and all mineral owners of the subject
parcels (demonstrated through a search of Clerk and Recorders database and/or Assessors
database).
• Vicinity Map
• Improvements Agreement I Development Agreement (may be waived upon request)
• Site Plan
• Grading and Drainage Plan demonstrating positive drainage off the site (topography of
property)
• Impact Analysis -Please respond to the identified impacts in Section 4-203(G)
• Code, Covenants, Restrictions (if applicable)
• Respond to Standards fully described in Article 7, Divisions 1-3 and, for an ADU Article 7,
Section 701 (ADUs are exempt from Section 7-303)
• Statement and demonstration of conformance with Section 7-107, Access and Roadways
(Specifically conformance with Table 7-107 for driveway from County roadway to
proposed ADU)
• Provide any existing access permits for the property(ies) from Garfield County Road and
Bridge Department
3
Submit three paper copies and one CD for applications. Additional copies will be requested upon
determination of completeness. See the land use code for additional information on submittal
requirements.
IV. APPLICATION REVIEW
a. Review by:
b. Public Hearing:
c. Referral Agencies:
Staff for completeness
recommendation and referral
agencies for additional technical
review
X None (Director's Decision)
_Planning Commission
_Board of County Commissioners
_Board of Adjustment
May include, but is not limited to,
Garfield County Road and Bridge
Department, Fire Protection
District, Garfield County Designated
Engineer, the Aspen Valley Land
Trust, and State of Colorado
Division of Water Resources.
V. APPLICATION REVIEW FEES
a. Planning Review Fees: $ 250.00
Application Submittal
3 Hard Copies
1 Digital PDF Copy (on CO or USB stick)
Both the paper and the digital copy
should be split into individual sections.
Please refer to the list included in your
pre-application conference summary for
the submittal requirements that are
appropriate for your application:
• General Application Materlals
• Vicinity Map
• SltePlan
• Grading and Drainage Plan
• landscape Plan
• Impact Analysis
• Traffic Studv
• Water Supply/Distribution Plan
• Wastewater Management Plan
• Ankle 7 Standards
b . Referral Agency Fees: $ TBD-consulting engineer/civil engineer fees
c. Total Deposit: $ 250.00 (additional hours are billed at $40.50 /hour)
General Application Processing
Planner reviews case for completeness and sends to referral agencies for comments. The case planner
contacts applicant and sets up a site visit . Staff reviews application to determine if it meets standards
of review and makes a recommendation of approval, approval with conditions, or denial to the Director
of the Community Development Department. The Director's decision is subject to a 10·day call·up
period. The pre-application meeting summary is only valid ~or six (6) months from the date of the
written summary.
Disclaimer
The foregoing summary is advisory in nature only and is not binding on the County. The summary is
based on current zoning, which is subject to change in the future, and upon factual representations
that may or may not be accurate. This summary does not create a legal or vested right.
4
Pre-application Summary Prepared by:
2/4/2016
David Pesnichak, AICP -Senior Planner Date
5
cG: Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-countv.com
:r.f PE OF. APPU ~TION
D Administrative Review
D Limited Impact Review
D Major Impact Review
D Amendments to an Approved LUCP
O UR OMIR DsuP
D Minor Temporary Housing Facility
D Vacation of a County Road/Public ROW
D location and Extent Review
D Comprehensive Plan Amendmen~
D Pipeline Development
tAN B US E €~ANGE l?ERMlilf
APPL IGkTI Q N F0RM
D Development in 100-Year Floodplain
D Development in 100-Year Floodplain Variance
D Code Text Amendment
D Rezoning
D Zone DistrictD PUD D PUD Amendment
D Administrative Interpretation
D Appeal of Administrative Interpretation
D Areas and Activities of State Interest
D Accommodation Pursuant to Fair Housing Act
D Variance
D Time Extension (also check type of original application)
INVOLVED PARTIES
Owner I A pp licant
Name: Phone: ( )
Malling Address:
City: State: Zip Code:
E-mail:
Repr esentative (Author ization Required)
Name: Phone: ( )
Malling Addr ess:
City: State: Zip Code:
E-mail:
PR OJEGJi NAME AND ~OCATION
Project Na me:
Assessor's Pa r cel Numb er: --. ------------
Physical/Street Address:
Legal Descriptio n:
Zone District: Property Size (acres):
I
P.ROJl;<:rr fQESCRIPTION
Existing Use=------------------------------
Proposed Use (From Use Table 3-403): _____________________ _
Description of Project: ---------------------------
REQUEST FOR WAIVERs
Submission Requirements
D The Applicant requesting a Waiver of Submission Requirements per Section 4-202. list:
Section: Section:
Section: Section:
Waiver of Standards
D The Applicant is requesting a Waiver of Standards per Section 4-118. List:
Section: Section:
Section: Section:
I have read the statements above and have provided the required attached Information which Is
correct and accurate to the best of my knowledge.
Signature of Property Owner Date
<:>FFIGIAL USE ONLY
File Number: ____ -___ _ Fee Paid:$. __________ _
Garfield County
PAYMENT AGREEMENT FORM
GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT"} __________ _
______________________________ agree as follows:
1. The Applicant has submitted to the County an application for the following Project: __ _
2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as
amended, establishes a fee schedule for each type application, and the guidelines for the
administration of the fee structure.
3. The Applicant and the County agree that because of the size, nature or scope of the
proposed project, it is not possible at this time to ascertain the full extent of the costs
involved in processing the application. The Applicant agrees to make payment of the Base
Fee, established for the Project, and to thereafter permit additional costs to be billed to the
Applicant. The Applicant agrees to make additional payments upon notification by the
County, when they are necessary, as costs are incurred.
4. The Base Fee shall be In addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the
consideration of an application or additional County staff time or expense not covered by
the Base Fee. If actual recorded costs exceed the Initial Base Fee, the Applicant shall pay
additional billings to the County to reimburse the County for the processing of the Project.
The Applicant acknowledges that all billing shall be paid prior to the final consideration by
the County of any land Use Change or Division of land.
I hereby agree to pay all fees related to this application:
Billing Contact Person: ________________ Phone: (__) _______ _
Billing Contact Address: __________________________ _
City: ___________________ State: ___ Zip Code: ______ _
Billing Contact Email: ____________________________ _
Printed Name of Person Authorized to Sign:-~----~---------------
(Signature) (Date)
MEMO
Date : February 24, 2015
COUNTY ATTORNEY'S OFFICE
I 08 8th Street, Suite 219
Glenwood Springs, CO 81601
(970) 945-9150
ISSUE: Statement of authority versus letter of authorization
Statement of Authority
A statement of authority (SOA) is an instrument executed on behalf of an entity (i.e. limited
liability company, partnership or corporation) that identifies the name and position of the person
authorized to convey, encumber or otherwise affect real property on behalf of the entity. SOA is
recorded and meets the requirements of C.R.S. Section 38-30-172.
For a limited liability company, typically the SOA is executed and recorded to designate that the
manager can sign a warranty deed on behalf of the company. For a corporation, the President or
Vice-President will be granted this authority. A limited liability limited partnership will grant
this power to its general partner.
The SOA grants extensive power to the named party (usually an officer, manager or other high
ranking employee of the entity) to encumber real property owned by the entity.
**Specific instructions for a revocable or irrevocable trust. In addition to the SOA, a trust
certification letter from your attorney is needed to verify the existence of the trust, date fonned,
state of formation and the authorized trustees .
Letter of Authorization
A letter of authorization grants authority to a third party to act on behalf of an entity. The agent
named in the SOA grants authority to a third party to fill out an application with Garfield County
on behalf of the entity. A letter of authorization is not recorded.
The letter of authorization is very narrow and limited.
Example:
Land Use, LLC executes and records the SOA to designate its manager, Ms. Manager, as the
person authorized to encumber real property on behalf of the LLC. The LLC hires a consultant
to apply for a re-zoning of the LLC's property. Ms. Manager needs to sign a letter authorizing
the third party consultant to act on behalf of the LLC with its application with Garfield County.
Garfield County
MEMORANDUM
TO: Staff
FROM: County Attorney's Office
DATE : June 24, 2014
RE: Mineral Interest Research
Mineral interests may be severed from surface right interests in real property. Colorado revised
statute 24-65.5-103 requires notification to mineral owners when a landowner applies for a land
use designation by a local government. As such, the landowner must research the current owners
of mineral interests for the property.
The Garfield County Land Use and Development Code of 2013 ("LUDC") Section 4-
101(E)(l)(b)(4) requires written notice to owners of mineral interests in the subject property "as
such owners can be identified through the records in the office of the Clerk and Recorder or
Assessor, or through other means."
It is the duty of the applicant to notify mineral interest owners . The following is a suggested
process to research mineral interests:
1. Review the current ownership deed for the property (i.e. Warranty Deed, Special
Warranty, Quit Claim Deed or Bargain and Sale Deed-NOT a Deed of Trust). The
ownership deed is usually one or two pages. Is there a reservation of mineral interests on
the ownership deed? Are there any exceptions to title? A deed may include a list of
reservations that reference mineral owners or oil and gas leases.
2. Review your title insurance policy. Are there exceptions to title listed under Schedule B-
Il? If so, review for mineral interests that were reserved and oil and gas leases.
3: Check with the Assessor's office to determine if a mineral interest has been reserved
from the subject property. The Assessor's office no longer documents the mineral
reservation ownership for its tax roll records unless ownership has been proven. There
are only a limited number of mineral owners who have provided such infonnation to the
Assessor's office so this may not provide any information, depending on your property.
·MEMO
June 24, 2014
Page2
4. Research the legal description of the subject property with the Clerk and Recorder's
computer. You can search the Section, Township, and Range of the subject property.
You may find deeds for mineral interests for the subject property.
5. Research whether a Notice of Mineral Estate Ownership was filed for the subject
property. On the Clerk and Recorder's computer, search under Filter (on the right hand
side of the screen), General Recordings, Notice of Mineral Estate Ownership for the
subject property.
6. If you find mineral interest owners as reservations on your deed, listed in your title
insurance policy, from the Assessor's records or the Clerk and Recorder's computer, you
need to determine whether these mineral interests were transferred by deed and recorded
in the Clerk and Recorder's office.
7. Enter the name of the mineral interest owner as the Grantor in the Clerk and Recorder's
computer to see if the mineral interest was transferred. If you find a transfer deed, you
need to repeat this process to follow any transfer of the mineral interest to present day.
8. Include a description of your research process in your application and the name(s) and
address( es) of the current mineral interest owner(s).
Mineral interest research can be a difficult and time consuming process. If you are unable to
determine mineral rights ownership by yourself, consider hiring an attorney or landman.
Attorneys and landmen specialize in determining mineral rights ownership, but they charge a fee
for their services.
EQ!QN 2-02. AP.f!.U CATION ·F....,EES......., _______________ ~~~---'
0
Garfield Co1111ty
EXHIBIT A To Resolution 2014-60 -PLANNING REVIEW PROCESS FEE SCHEDULE
--
' ~St!ct :cm ~ '. _ RL•Vil'W Pron'<;', ---···---Base Fe;,-·
- ---
La se ange Perm nd u Ch Its . -~· ,~
4-103 Administrative Review $250 --
4-105 Limited Impact $400
4-106 Maj or Impact $525
4-107 Minor Temoorarv Emolovee Housing I I $250
4 -107 Amendment to an approved LUCP $300 ---
4 -108 Vacation of a Coun!}' Road or Public ROW $400
4-109 Development in 100-year Floodplain $400
4-110 Development in 100-year Floodplain Variance $250
4-111 Location and Extent Staff Hourly Rate
4-112 Call-up to the BOCC Staff Hourly Rate
4-113 Rezoning $450
4-114 Code Text Amendment $300
4-115 Variance $250
4-116 Administrative Interpretation $250
4-117 1 Administrative Interpretation A Qo eal $250
4-118 Waiver of Standards *Part of Application
0 4-119 Accommodation Pursuant to the FFHA $250
6-202 PUDZonini:i $500
6-203 PUD Zoning Amendment $300
! 7-707 Small Temporary Em ployee Housing $50
9-101 Pipeline Plan $400
14-302 1041: Areas & Activitl~ of State Interest: Minor Permit $1,000
14-303 1041: Areas & Activities of State Interest: Maj or Permit $2,500
Takings Determination Staff Hourly Rate
Chapter4 Comorehensive Plan Amendment $450
Divisions of Land -~ ·---
---~· -I
5-202 Public/County Road Split Exemption $300
5-203 Rural Land Develol)ment Option Exemp tion $400
5-301 Minor Subdivision $400
5-302.B I Sketch Plan (Major or Conservation) $325
5-302.C Preliminary Plan (Ma1or or Conservation) $675
S-302 .D Anal Plan/Plat tMaj or or Conservation) $200
5-304 I Preliminary Plan Amendment $325
5-305 Anal Plat Amendment $100
5-306 Common Interest Community Subdivision $400
5-307 Vacating a plat $250
Staff Hourly Rate -. -
Director /Manager $50.50
Senior Planner $40.50
Administrative Assistant $30.00
0 Other Fees (Application agency review fees and outside consultant review TBD
fees, as authorized pursuant to the Regulations, such as the Colorado
Geologic Survey )
6
0
0
0
A. Section 4-103 Administrative
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•ApPl!c.nt.has 6 mon!fis tc submit epplla tlon
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B oard of Di rectors
J im C ard amone
esl(!~·
Dave Be llack
Vic e-P1es1den1
G ary Kna u s
secretary
D an Brumbaugh
Treasurer
JeaMe Dorem us
6 111 K ane
Am y D ale y K ri ck
F red Lodge
Matt Sturgeon
Staff
Suzanne Stephens
EllSCUtlYe Director
M e hssa Sumera
Offi ce Manage r
Con no r C o leman
Ste .. ardship Director
Dave E nckson
PfOject Manager
Va lery Kelly
Development Direc1or
•. -~· -·,. • • -• • :~· -· ~ p
I . .' A s p E N . v 'A L ·L ·E y
-· .LA \ND TR ·UST ·. ·· . -. . . ' -. . ...
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S ttv •ng the bef.t . to ~aat
Garfield County Community Developmen t Depa rtment
108 81h Street, Suite 401
Glenwood .Springs, CO 81601
February 16 , 2016
To whom it may concern,
This letter is in regards to a building permit a p pli cation for a property owned by James
E. and Lisa M . Craig, w ith a parcel number o f 2 123 24300124 and located at 1546
County Rd. 137, Glenwood Spring s, CO.
The majority of this property is under conse rvation easement with the Aspen Valley
Land Trust (Reception No. -689218 , Recorded 12/28/2005). Specifically e xcluded
from the terms of this conservation ease me nt is a 1.25 2 acr building envelope that is
depicted on the attached survey. This e xcluded building envelope is referenced in
Section 6.1 of the conserva tion easement deed (see be low) and the attached survey
represents Exhibit D:
6.1 . Building Ri ghts. Grantor shall not constru ct, improve, place, or
replace a ny othe r buildings, structures, camping accommodations, mobile
homes, park in g lots, or billboards. This re stric tion a ffects only the
Property the s ubj ect of th is Dee d o f Conservation Easement in Gross
descri bed on Ex hibit A and do es not affect any adjoining property owned
by Grantor as de p icted o n t he Property su rve y as the Buil ding Enve lope
attached he reto and incorporat ed herei n as Exhi bit D.
As long as the acti o ns being pro posed in the b ui ld ing permit applicati on are contained to
th is 1.2 52 acre± build ing env e lope de picted on the attach ed surve y, then the Aspen
Valley Land Trust does not have a ny j urisd ict ion o r legal standing in this matter.
S incere ly,
Dave Erickson
Project Manager
dav~@avlt.org
(970) 963-8440
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BOUNDARY SURVEY
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Memorandum
1
Date: 22-April-2016
To: Garfield County
From: James & Lisa Craig
Subject: 1546 Canyon Creek Road Mineral Rights
We have searched the public records of Garfield County and we cannot find
any person or entity that has mineral rights to our property located at 1546
Canyon Creek Road, Glenwood Springs, Colorado, 81601.
Please let me know if you require any additional information regarding this
matter.
~ech
HEPWORTH-PAWLAK GEOTECHNI CAL
SUBSOIL STUDY
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FOR FOUNDATION DESIGN
PROPOSED RESIDENCE AND GARAGE
1546 CANYON CREEK ROAD
GARFIELD COUNTY, COLORADO
JOB NO. 114 057 A
MARCH 31, 2014
PREPARED FOR:
JAMES CRAIG
j im.craig@'chevron.com
Park er '30 )-841 -7 1 19 • Cn lnradP Sp rin !_!s 7 19 -6 33-5 562 • S i h ·e rtl ·wrn e 970-468-19 89
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY .......................................................................... - 1 -
PROPOSED CONSTRUCTION ................................................................................... - 1 -
SITE CONDITIONS .................................................................................................... - 2 -
FIELD EXPLORATION .............................................................................................. - 2 -
SUBSURFACE CONDITIONS ................................................................................... c 3 -
FOUNDATION BEARING CONDITIONS ................................................................. - 3 -
DESIGN RECOMMENDATIONS ............................................................................... - 4 -
FOUNDATIONS ...................................................................................................... - 4 -
FOUNDATION AND RETAINING WALLS .......................................................... ~ 5 -
FLOOR SLABS ....................................................................................................... - 6 -
UNDERDRAIN SYSTEM ....................................................................................... c 7 -
SITE GRADING ...................................................................................................... - 7 -
SURF ACE DRAINAGE .......................................................................................... ~ 8 -
LIMITATIONS ............................................................................................................ - 8 -
FIGURE 1 -LOCATION OF EXPLORATORY BORINGS
FIGURE 2 -LOGS OF EXPLORATORY BORINGS
FIGURE 3 -LEGEND AND NOTES
FIGURE 4 -GRADATION TEST RESULTS
TABLE 1-SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence and garage to .
be located at 1546 Canyon Creek Road, Garfield County, Colorado. The project site is
shown on Figure 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our proposal for
geotechnical engineering services to James Craig dated March 6, 2014.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification and other
engineering characteristics. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for foundation types, depths and allowable
pressures for the proposed building foundation. 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
subsurface conditions encountered.
PROPOSED CONSTRUCTION
The initial proposed construction will be a garage and znct story living area. Ground floor
will be slab-on-grade. The construction will be in the northern building site with a
possible future residence located in the southern or eastern building site shown on Figure
I. Grading for the garage structure is assumed to be relatively minor with cut depths
between about 2 to 5 feet. We assume relatively light foundation loadings, typical of the
proposed type of construction. The future residence construction has norbeen determined
and we should be contacted when those plans have been developed for geotechnical
review and additional evaluation as needed.
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
JobNo.114057A ~tech
- 2 -
SITE CONDITIONS
The property is developed with a garage and small living unit above near the eastern side
of an irrigated field. The driveway down from Canyon Creek Road (County Road 137) is
asphalt paved. The ground surface is gently sloping at about 10 to 12% grade to the
building area then very steep down to an irrigation ditch and Canyon Creek below that, 20
to 25 feet lower in elevation. The field area south of the existing garage appears to have
been leveled by cut and fill grading to create an almost level field. A domestic water well
and a septic disposal system are located respectively to the northeast and west of the
existing garage. Vegetation in the fields consists of grass and weeds and scrub oak and
cottonwood trees near the irrigation ditch and creek banks. Cobbles and boulders are
exposed on the very steep slope below the building area.
FIELD EXPLORATION
The field exploration for the project was conducted on March 13 and 17, 2014. Five
exploratory borings were drilled at the locations shown on Figure 1 to evaluate the
subsurface conditions. The borings were advanced with 4 inch diameter continuous 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 were taken with 1 % inch and 2 inch I.D. spoon samplers. The
samplers were driven into the subsoils at various depths with blows from 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 on the Logs of Exploratory Borings,
Figure 2. The samples were returned to our laboratory for review by the project engineer
and testing.
Job No. 114 057A ~tech
- 3 -
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoil profile was variable due to apparent past grading and different soil types. In
the relatively natural north building site area, Borings 1 and 2, below about 1 Yi to 2 feet
of topsoil and about 3 feet of stiff sandy silty clay at Boring 2, encountered relatively
dense, silty clayey sandy gravel, cobbles and boulders. In the other areas, Borings 3, 4
and 5, between 5 to 7 feet of soft clay fill, stiff clay and topsoil was encountered over the
dense gravel, cobble and boulder soils. Drilling in the dense granular soils with auger
equipment was difficult due to the cobbles and boulders and drilling refusal was
encountered in the deposit between total drilled depths of 7 to 10 feet.
Laboratory testing performed on samples obtained from the borings included natural
moisture content and density and gradation analyses. Results of gradation analyses
performed on a small diameter drive sample (minus 1 Yi inch fraction) of the coarse
granular soils are shown on Figure 4. The laboratory testing is summarized in Table 1.
No free water was encountered in the borings at the time of drilling and the subsoils were
highly moist in the fill soils to moist in the natural soils.
FOUNDATION BEARING CONDITIONS
The natural clay soils and coarse granular soils encountered below the topsoil and fill
soils are suitable for the building support. The topsoil and fill soils should be completely
removed from beneath building areas. Where clay soils remain below the building
footprint, their settlement potential should be evaluated for foundation and slab support.
Where foundations are placed close to the steep down slope of the eastern building site,
special foundation design will be required to not adversely impact slope stability and
further evaluation foOr the specific planned construction will be needed. In general, we
expect that the slope is too steep to support building foundations without first stabilizing
the slope.
Job No. 114 057A ~tech
- 4 -
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface 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 clay or granular soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural soils should be designed for an
allowable bearing pressure of 1,500 psf. Where footings are placed
entirely on the dense, coarse granular soils, an allowable bearing pressure
of3,000 psf can be used. Based on experience, we expect settlement of
footings designed and constructed as discussed in this section will be about
1 inch or less and could be differential for footings bearing on or
transitioning to granular bearing soils.
2) The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for isolated pads.
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) Coi;itinuous 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 should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) All existing fill, topsoil and any loose or disturbed soils should be removed
and the footing bearing level extended down to the relatively natural soils.
Job No. 114 057A ~tech
- 5 -
The exposed soils in footing area should then be moistened and
compacted. If water seepage is encountered in the footing areas, we
should be contacted for evaluation and dewatering recommendations.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf
for backfill consisting of the on-site fine-grained soils and at least 45 pcffor backfill
consisting of on-site granular materials. Cantilevered retaining structures which are
separate from the building and can be expected to deflect sufficiently to mobilize the full
active earth pressure condition should be designed for a lateral earth pressure computed
on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of
the on-site fine-grained soils and at least 35 pcffor backfill consisting of the on-site
granular materials. Backfill should not contain vegetation, topsoil or rocks larger than
about 5 inches.
All foundation and retaining structures should be designed for appropriate hydrostatic and .
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum
standard Proctor density at near optimum moisture content. Backfill in pavement and
walkway areas should be compacted to at least 95% of the maximum standard Proctor
Job No. I 14 057A ~tech
-6-
density. Care should be taken not to overcompact the backfill or use large equipment
near the wall, since this could cause excessive lateral pressure on the wall. Some
settlement of deep foundation wall backfill should be expected, even if the material is
placed correctly, and could result in distress to facilities constructed on the backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing on the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of0.30 for clay soils and 0.45 for granular
soils. Passive pressure of compacted backfill against the sides of the footings can be
calculated using an equivalent fluid unit weight of 350 pcf. The coefficient of friction
and passive pressure values recommended above assume ultimate soil strength. Suitable
factors of safety should be included in the design to limit the strain which will occur at
the ultimate strength, particularly in the case of passive resistance. Fill placed against the
sides of the footings to resist lateral loads should be compacted to at least 95% of the
maximum standard Proctor density at near optimum moisture content.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-
on-grade construction. To 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 free-draining gravel should be placed beneath
basement level slabs to facilitate drainage. 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.
Job No. I 14 057A ~tech
- 7 -
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 granular soils or a suitable imported gravel devoid of vegetation,
topsoil and oversized rock.
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in mountainous areas that local perched groundwater can develop during times
of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create
a perched condition. We recommend below-grade construction, such as retaining walls,
crawlspace and basement areas, be protected from wetting and hydrostatic pressure
buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish
grade and sloped at a minimum 1 % to a suitable gravity outlet. Free-draining granular
material used in the underdrain system should contain less than 2% passing the No. 200
sieve, less than 50% passing the No. 4 sieve and have a maximum size of2 inches. The
drain gravel backfill should be at least 1 Yi feet deep.
SITE GRADING
The risk of construction-induced slope instability at the site appears low provided the
buildings are located above the steep slope and cut and fill depths are limited. We
assume cut depths for a basement level will not exceed one level, about 10 to 12 feet.
Fills should be limited to about 8 to 10 feet deep and not be placed at the downhill side of
the eastern building site where the slope is very steep. Embankment fills should be
compacted to at least 95% of the maximum standard Proctor density near optimum
moisture content. Prior to fill placement, the subgrade should be carefully prepared by
Job No. 114 057A ~tech
- 8 -
removing all vegetation and topsoil and compacting to at least 90% of the maximum
standard Proctor density. The fill should be benched into the portions of the hillside
exceeding 20% grade. Permanent unretained cut and fill slopes should be graded at 2
horizontal to 1 vertical or flatter and protected against erosion by revegetation or other
means. This office should review site grading plans for the project prior to construction.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all .times after each building has been completed:
1) Inundation 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 landscape 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 12 inches in the first I 0 feet in unpaved
areas and a minimum slope of 3 inches in the first I 0 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet of the on-
site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscaping which requires regular heavy irrigation should be located at
least 5 feet from foundation walls.
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
JobNo.114057A ~tech
-9 -
express or impli e d. The conclusions and r ecommendations submitted in this report are
based upon the data obtained from the exploratory borings drilled at the locations
indicated on Figure 1, the proposed type of construction and our experience in the area.
Our services do not include determining the presence, prevention or poss ibility of mold or
oth er biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
co nsulted. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the sub surface
conditions may not become evident until excavation i s perfonned. If conditions
encountered during co nstruction appear different from tho se described in this report, we
should be notified so that re-evaluation of the recommendations may be made.
This report ha s 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 ev olves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented h erein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engmeer.
Respectfully Submitted ,
Steven L. Pawlak , P .E . ·
R ev iewed by:
Daniel E. Hardin, P.E.
SLP /ksw
Job No. 11 4 057A ~tech
114 057A
I
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• L
e BORING3
"SOUTH'
BORING4 1546 CANYON
CREEK ROAD
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-~ v
C APPROXIMATE SCALE
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EXISTING
HOUSE/GARAGE
RoA.D
.... .... (CR 737)
• BORING 1
"NORTH"
• WELL BORING 2
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____________,,_. /
LOCATION OF EXPLORATORY BORINGS Figure 1
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BORING 1
ELEV.= 5862'
5865
5860
13/12
WC=9.2
-200=78
40/6
5855
5850
5845
BORING2
ELEV.= 5858'
20/12
WC=5.9
+4=48
-200=19
20/2, 10/0
BORING3
ELEV.= 5858'
5/12
WC=23.4
00=69
30/7
BORING 4
ELEV.= 5857'
9/12
WC=16.4
00=106
-200=50
16/12
WC=7.9
00=89
-200=75
BORING5
ELEV.= 5856'
5865
5860
5855
4/12
WC=19.1
-200=76
1/6,8/6
5850
20/1,20/0
5845
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Note: Explanation of symbols is shown on Figure 3.
114057A ~ LOGS OF EXPLORATORY BORINGS Figure 2
HEPWORTH·PAWLAK GEOTECHNICAL
LEGEND:
FILL; organic sandy silt and clay with scattered gravel, soft to medium stiff, very moist, mixed dark brown to black.
TOPSOIL; organic sandy silty clay, firm, moist, black.
CLAY (CL); silty, sandy, scattered gravel, stiff, moist, brown, low plasticity.
GRAVEL, COBBLES AND BOULDERS (GM-GC); silty to clayey, dense, moist, brown, rounded to subangular
rocks.
5/12
T
NOTES:
Relatively undisturbed drive sample; 2-inch l.D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch l.D. split spoon sample, ASTM D-1586.
Drive sample blow count; indicates that 5 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
Practical drilling refusal.
1. Exploratory borings were drilled on March 13 and 17, 2014 with 4-inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided.
4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered in the borings at the time of drilling. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pcf)
+4 = Percent retained on the No. 4 sieve
-200 = Percent passing No. 200 sieve
114 057A ~
Heoworth-Pawlak Geotechnical
LEGEND AND NOTES Figure 3
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I HYDROMETER ANALYSIS I SIEVE ANALYSIS
7 HR TIME READINGS 24 HR.
O 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200
U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS
#100 #50 #30 #16 #8 #4 3/8' 3/4" 11/2" 3" 5"6" B" 100
10 90
20 80
30 70
40 60
50 50
60 40
70 30
80 20
90 10
0 100
.001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203
12.5 127
DIAMETER OF PARTICLES IN MILLIMETERS
I I GRAVFL
' FINE MEDIUM COARSE FINE I COARSE COBBLES CLAYTOSILT
GRAVEL 48 % SAND 33 % SILT AND CLAY 19 %
LIQUID LIMIT % PLASTICITY INDEX %
SAMPLE OF: Silty Clayey Sandy Gravel FROM: Boring 2 at 2 Feet
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114057A G~~ GRADATION TEST RESULTS Figure 4
Heoworth-Pawlok Geotechnlcot
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 114 057 A
SUMMARY OF LABORATORY TEST RESULTS
SAMPLE LOCATION NATURAL GRADATION ATTERBERG LIMITS UNCONFINED
MOISTURE NATURAL PERCENT COMPRESSIVE GRAVEL SAND PLASTIC SOIL OR BORING DEPTH CONTENT DRY DENSITY PASSING NO. LIQUID LIMIT STRENGTH INDEX BEDROCK TYPE (%) (%) 20DSIEVE
(ft) (%) (pcij (%) (%) (PSF)
1 2V2 9.2 78 Sandy Clay
2 2 5.9 48 33 19 Silty Clayey Sandy Gravel
3 2 23.4 69 Sandy Clay with Gravel
Fill
4 2 16.4 106 50 Sandy Clay with Gravel
Fill
5 7.9 89 75 Sandy Clay
5 2 1h 19.1 76 Sandy Clay Fill
1546 Canyon Creek Road
I-70 Exit 109: Canyon
Creek Road
862884 05119/2015 03 :06:08 PM Page 1 of 8
Jean Alberico, Garfield County, Colorado
Rec Fee : $46.00 Doc Fee: $0.00 eRecorded
.. ._.. ... -x
862884 05/1912015 03:06 :08 PM Page 2 of 8
Jean Alberico, Garfield County, Colorado
Rec Fee: $46.00 Doc Fee: $0.00 eRecorded
LAM No: 01IOIZH01
DEED 01 lRUST
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862884 0511912015 03:06:08 PM Page 3of8
Jean Alberico. Garfield County, Colorado
Rec Fee : $46.00 Doc Fee: $0.00 eRecorded
a.-Hr. 01IOl21101
DEED OF TRUST
(Conlnlled)
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862884 05/1912015 03:06:08 PM Page 4 Of 8
Jean Alberico, Garfield County, Colorado
Rec Fee: $46.00 Doc Fee: $0.00 eRecorded
LMn tt.: Otl0t211Gt
of ... DeodofTNC
DEED Of TRUST
tConlfnued) Plge4
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862884 0511912015 03:06 :08 PM Page 5 of 8
Jean Alberico, Garfield County, Colorado
Rec Fee : $46.00 Doc Fee : $0.00 eRecorded
LMn No: D1IOIZM01
DEED OF TRUST
(ConUnutd) ......
862884 0511912015 03:06:08 PM Page 6 of 8
Jean Alberico, Garfield County, Colorado
Rec Fee: $46 .00 Doc Fee : $0.00 eRecorded
LNn N« 0110t21101
DEED OF TRUST
(Contlnutdt
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862884 05/1912015 03:06:08 PM Page 7 of 8
Jean Alberico, Garfield County, Colorado
Rec Fee: $46.00 Doc Fee: $0.00 eRecorded
DEED OF TRUST
IContinutdJ
INDMDUAL. ACKHOWLEDGMENT
=·~ , ..
I
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I
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_.,,_ ..
1.:'!7C::.
Notary ID 200t40225all
M Commltslon I Jul 29, 2011
862884 05/1912015 03:06:08 PM Page 8 of 8
Jean Alberico, Garfield County, Colorado
Rec Fee: $46.00 Doc Fee: $0.00 eRecorded
EXHIBIT "A ..
TNc DM9f ..... lo -...... .., ....... _. __ ............ P• •I,.,,...._,,.., 14, ant, -·-~ ..
--e -., - - -• -._,.,. .. A~-. A l:OUlllAGO MHClllG -TIOll .... ~ .. ll L CUICI ... USA -.c:uao,
It. iwttl nf l;111d sit'**" In the ~\V~ ar Soctloa :.i. THl\Slllji 5 SOlllh. •-cc 911 Wai ar ll'.1: Sl\lh l'iinclpel Mcridi11J.
l'lllll'lly affwric:U. Slzllc 11(Coliw:iolit, 1:11d p.11«1 brini.t-= 1111111n1Art~· ~nhcd ~ 1<in1iws:..
CllDlmcnclDJ:IC Uii: WC$1Oaterctinter1th1W SCCllan :!.f,.a 11LM Ah1n1l-'Cap IR pl1«: llicnn: Soulh Cll~"11Cr r.ul
3q 1hr \\'c.1:rly lilor: af 11.1ld Smlcin :!.f lbb or bQlngt m.st fce1: 1hanct brlni: i.;ilJ W~cdy line S~h
H"lT.JS-&st .1111.11 r"': llwllCIC Nanh 01~.r "-'ca JIS.oo fce1; 111cncc: Nanh Wl7J5" r..:in 500.00 rctt th.-ntc
.~u111h r.rllT"-1' East 776.72 r~t lu 11 paint la !fie canctlhlt tit' C.,nn Catt!;, 1he TRUE f'Olt-T or Bl!GIN~l'ti:
llleflec 5au1h 1~·S6'J'T W"' Dkwa ial.l ca11al11c ?OJ? ftti: 1hcilcc Cllllll~ ·~ ulJ cemcrllnc: 51111111 OA")ltll'J~
~·s oU,71 rcci: d1C11Cc c111111Mlni: al~ iail cmtcfllnc SOlllh Clll"l9'll' \\'bl 6?.ll fttr.. ~ awlr111l~ lll1111g s:ild
cmcrU1t11 Slldh tS'l~.J" Wc:sa 157.65 l'CC ll!ct..'1: c11111hllni: Dione .111J muallac !inollh :11 1 ~!-t· f.:K1 M Ill fl't'l;
lhcsc: c1111llnuiBJ llluni: ~i~ cmk!fllne S...111 ot1!S'l0'" \\'tt1 llJ.U fffl! 1bence c~lns olaet; .uW "'*"'no: !i®llt
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YMS llUlmrl' "A"• ttte:UTm 11111MAY11,, 20110
862919 05/1912015 03:54:37 PM Page 1 of 2
Jean Alberico, Garfield County, Colorado
Rec Fee: $16.00 Doc Fee: $0.00 eRecorded
l'IECOIUlAnoN REQUESTIO IY: --·--..c:.po-..... --....... -llh_I_
lllllt,C:O ., ...
WHEN RECCRDEO MAIL TO: .....,._
4H1111--
lllllt,CO 11"'
SEMO TAX NOTICES TO:
-LCIWCI
U...fll.CUll
-1~CATilN
aAJl-CA~
DISBURSER'S NOTICE
Th lnfonna~Oll Hnlllned Oii 111111 Dlsbunel'a Notlla is Iii .. under Colo. lbv. Stat. IHll•ll :Ja.22·121(2).
THIS DISIUIUIElt'S NOTICE IS DATED MAY 14, 20115.
IOMOWU: The .. _,.. Is JAMES E. CIWO. whDW address It 1001 IOWNGER CAYON ROAD,
SAN RAMON, CA '"83.0000, 11141 LISA M. CIWO, whfftl ldfllns Is 8001 IOl.l..ljG!JI CAVON ROAD,
SAN RAMON, CA Mll3-0000.
L£NOEJt: Tll• "l.andel" II Alpine .. nk, A COlonuto llnlklg CorpomiOn, whose addma IS Alpine lank
Glenweocl lfirll!ISo 400 Tth snet Soudl, Rllle, CO 11'80, WllDSe lllephone'number II (IOO) U1 .. 0H.
OWHER IF Dll'l'MINT '1tOM IOllltDWU):
l'ltlHCPAL IQ!HllW.I COHTRACTOlt(S):
Prineipel Conlnlc:br #1: IT!l!!ClVM&. AUOCIATll
Md-: 4!flcquim!!!!AR1H
QLQWPOO l!!IPIQI CO lt&tt
LEGAL DESCRll'llON OF PROPERTY:
SEE EXHIBIT "A~
PRoPERTV ADDREll:
Rell Propeny IRclled II 1540 COUNTY ROAD 137, GLENV'IOOO SPRINGS. co e1eo1
UNllllll:
li"*'9. Ott. 14.S ib 004 c;pt b•h UPI CcrporaD011 iilt.1045 , M Rij'iii fGHMCl · <:b U VNJICiZR!fC f H&iti
PA-It
862919 05/1912015 03:54:37 PM Page 2 Of 2
Jean Alberico, Garfield County, Colorado
Rec Fee: $16.00 Doc Fee: $0.00 eRecorded
EXHIBIT "A"
A parcel of land situated in the SWY4 of Section 24, Township 5 South, Range 90 West of the Sixth Principal Meridian.
County of Garfield, State of Colorado, said parcel being more particularly described as follows:
Commencing at the West Quarter comer of said Section 24, a BLM Aluminum Cap in place; thence South 00°22'00" East
along the Westerly line of said Section 24 {basis of bearing) 797.59 feet; thence leaving said Westerly line North
88°37'35" East 476.71 feet; thence North 01°22'23" West 385.00 feet; thence North 88°37'35• East 500.00 feet; thence
Soulh 68°10'28" East 776.72 feet to a point in the centerline of Canyon Creek, the TRUE POINT OF BEGINNING;
thence South 15°56'49" West along said centerline 70.32 feet; thence continuing along said centerline South 00°38'07"
West 94.71 feet; thence continuing along said centerline South 08°19'38" West 62.21 feet; thence continuing along said
centerline South 15°17'23" West 157.65 feet: thence continuing along said ccnu:rJinc South 31°59'23" East 84.80 feet;
thence continuing along said ccnterJine South 09°28'30" West 83.43 feet; thence continuing along said centerline South
t3°2tt33" West 95.06 feet; thence continuing along said centerline South 15°56'31" East 204.58 feet to a point in a
fcnceline extended; thence leaving snid centerline North 86°25' 13" West along a fcnceline e~ended and an existing
fenceline 329 .18 feet to a point in the centerline of a 24.00 foot access road; thence lea\.ing said fcnceline along said
centerl ine along the arc ofo. curve to the right ha\.ing a radius of 206.79 feet and a central angle of05°57'23", a distance
of 21.50 feet (chord bears South 13°07121" West 21.49 feet); thence continuing along snid centerline South 16°06'03"
West 142.05 fett; thence continuing along said centerline the arc ofa curve to the right having a radius of 153.42 feet and
n central :mgle of 105°59'52", a diStance of 283.82 feet (chord bears South 69°05'59" West 245.04 feet); thence
continuing along said centerline North 57°54'05" West 85 .37 feet: thence continuing along said centerline North
64°46'23" West 100.18 feet; thence continuing along said centerline along the arc of a curve to the left having a radius of
156.35 feet and a central angle of 21°43'25". a distance of 59.28 feet (chord bears North 75°38'05'' West 58.93 feet);
thence continuing along said centerline North 86°29'48 11 West 37.03 feet to a point on the Easterly edge of the existing
County Road No. 137; thence leaving said centerline North 85°27'52" West 821.74 feet to a point on the Westerly line of
said Section 24; thence South 00°22'00" East along said Westerly line 162.45 feet; thence leaving said Westerly line
North 88°37'35" East 697.34 feet; thence South 82°02'08" East 1364.09 feet; thence North 88°37'35" East 300.00 feet;
thence South 01°22'26" East 400.00 feet; thence North 87°37'35" E3St 32l.22 feet to a point on the Easterly line of the
SWY4 of said Section 24 {whence the South Quarter comer of said Section 24, a BLM aluminum cnp bears South
02°14'35•1 East 222.90 feet); thence North 02°14'35" West along said Easterly line 1586.69 feet; thence leaving said
Easterly line: South 88°37'35" West 862.92 feet ; thence North 68°10'28" west 77.07 fcctto the True Point of Beginning.
100
I
BOUNDARY SURVEY
A Parcel of Land Situate in the SW% of Section 24,
Township 5 South, Range 90 West of the 6th P.M., s 15°56'49" w.
70.32' "
GRAPHIC SCALE
0 50 100 200 ....
c• I I I I I -{ IN FEET )
1 inch = 100 ft.
N 85'27'52" W
N 88'37'35" E
A PARCEL OF LAND SITUATE IN THE SWl/ 4 OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE
90 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SAID PARCEL OF
LAND BEING A PORTION OF THE PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873
AS FILED WITH THE CLER!( AND RECORDERS' OFFICE OF GARFIELD COUNTY, COLORADO.
SAlD PARCEL OF LAND BEING MORE PARTICmARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST Y. CORNER OF SAlD SECTION 24, A BLM ALUMJ.NUM CAP IN
PLACE· THENCE S45°39'33"E 2127. 55 FEET TO A POINT ON THE NORTHERLY LINE OF SAID ' PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873; THE TRUE POINT OF
BEGINNING; THENCE ALONG SAlD NORTHERLY LINE S86'25'13"E 166.52 FEET; THENCE
DEPARTING SAID NORTHERLY LINE S05°38'25"W 334.17 FEET TO A POINT ON THE
SOUTHERLY LINE OF SAlD PARCEL OF LAND; THENCE ALONG SAlD SOUTHERLY LINE
N82°02'08"W 166.55 FEET; THENCE DEPARTING SAID SOUTHERLY LINE N05'38'25"E
321.42 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAlNING 1.252
ACRES, MORE OR LESS.
TOGETHER WITH A STRIP OF LAND 30 FEET IN WIDTH FOR THE PURPOSE OF AN ACCESS
AND UTILITY EASEMENT, SITUATE IN THE SWl/ 4 OF SECTION 24, TOWNSHIP 5 SOUTH,
RANGE 90 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SAID
STRIP OF LAND BEING SITUATE WITHIN A PARCEL OF LAND AS DESCRIBED IN BOOK 831,
PAGE 873 AS FILED WITH THE CLERK AND RECORDER'S OFFICE OF GARFIELD COUNTY,
COLORADO. SAlD STRIP OF LAND LYING 15 FEET TO EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERLINE:
COMMENCING AT THE WEST Y. CORNER OF SAID SECTION 24, A BLM ALUMJ.NUM CAP IN
PLACE; THENCE S41 '37'37"E 2030.29 FEET TO A POINT ON THE WESTERLY LINE OF SAlD
PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873, THE TRUE POINT OF
BEGINNING; THENCE DEPARTING SAlD WESTERLY LINE S84'58'20"E 169.11 FEET TO THE
POINT OF TERMJ.NUS; WHENCE THE WEST Y. CORNER OF SAID SECTION 24 BEARS
N44'42'45"W 2156.39 FEET.
TOGETHER WITH A STRIP OF LAND 30 FEET IN WIDTH FOR THE PURPOSE OF AN ACCESS
EASEMENT, SITUATE IN THE SWl/ 4 OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 90 WEST
OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SAlD STRIP OF LAND
BEING SITUATE WITHIN A PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873 AS
FILED WITH THE CLER!( AND RECORDER'S OFFICE OF GARFIELD COUNTY, COLORADO.
SAID STRIP OF LAND LYING 15 FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED
CENTERLINE:
COMMENCING AT THE WEST Y. CORNER OF SAID SECTION 24, A BLM ALUMJ.NUM CAP IN
PLACE; THENCE S36'43'18"E 2126.57 FEET TO A POINT ON THE WESTERLY LINE OF SAID
PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873, THE TRUE POINT OF
BEGINNING· THENCE DEPARTING SAlD WESTERLY LINE S81 '07'38"E 227.85 FEET TO THE ' POINT OF TERMJ.NUS; WHENCE THE WEST Y. CORNER OF SAID SECTION 24 BEARS
N40'42'20"W 2294.89 FEET.
County of Gar.field, State of Colorado s 00'38'07" w
94.71' ".,_
697.34'
s 08°19'38" w
62,21'
S 31'59'25" EJ
84.80'
s 09"28'30" w
83.43'
West l / 4 Comer Section 24
~A BLM Aluminum Cap in Place
\
\
\
\
\
\
D=5'57'25"
R=206.79'
L=21.50' / Gate
CFPN 13'07'21"E I "1/' 1'r-;;N~8~6~'2~5~'~I3:::,'_' w~=-.:::=~~7-:;:;;:-~ C R d Ni 13 7 CH=21.49' J, S 84°58'20" E 1 ·-1 66 5 , aunty Oa 0 -169.11' I · · · 2 -· J
\ / • =-£_ --:=_F-=._ ~ _,,-aravel Drive f
\ 1 s 15·05·03" w I ""'r·~~ --~ ~ =--']--'--:.__--_ wez~ 1
\ 142.05' J '< 30.0' - , -......... ' ......... -f
\ \ N 8J;2t;f 8 " W / ,"/ Access & Utility I '. \ 1...._s 05"38'25" W
.· \... N75,.,38'05"W ~ Easement f { "--.334.17'
\. 0-"Gate 58.93' 24.0' I f / \ ) ~
""""" Access Easement~ H \ I 2 Story Wood{j,..--{ l
I -74.-:: -;:;: -.....: ........_, 18' 7 '· tJJ . a in~ 0 I!>. I; u -<-:.::" "'--.-....,__/100. D=105"59'30" !. I 321.42'-,,:~ ff!
I ~ r ---~-"!:-....--.,.._. /Grave/Drive R=153.42' I;. ;I \ I~ ~ I~
Ditch f '...::::-:., ~ ~.... L=283.81' ; I ,,. J~ Buried Propane /kl
I ' '-' "--::::: CB=N 69'05'59" E / /.~ I'» Tank 1.~ I "".,__ ::::: CH=245 04' / ,, /. -L l.S fl '"'
#SRebarinPlace 85.37' °"~ ~ _,,../A. + ---_ SBJoo?'3{F--.J~ WoodDeck 104
N 57~54 '05" W :::::: · ,&. )<"'. -j-l:sJ r·3
~ ""'-...-._ ....-::::;?-..__ ---E l.!l -li:s "'-.._-...... -...-:::::_~ --_..,..; - -227.857---~ '"C:t I (ll
............... __ ~---;-// 30.0' r-1·---f(ll '&
'-----:_--:_::--_:--1-AccessJ --{ :(; / §.
S B2oa2 ,0 Q Easement i ~ Id:;
8"E 'cc ~o 1 I V I
hed I.-/
NOTES
Building Envelope
Parcel
1.252AC±
1.) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S22°38'37"E BETWEEN THE
WEST l/ 4 CORNER OF SECTION 24, A BLM ALUMJ.NUM CAP IN PLACE AND THE SOUTHERLY
ANGLE POINT OF SUBJECT PROPERTY, A #5 REBAR IN PLACE, AS SHOWN HEREON.
2.) DATE OF SURVEY WAS OCTOBER 10, 2005.
3.) THIS SURVEY IS BASED ON DOCUMENTS OF RECORD AND MONUMENTS FOUND IN
PLACE AS INDICATED HEREON.
4.) THIS BOUNDARY SURVEY WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE
COMMJ.TMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR
BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMJ.NE
OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENTS OR
ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
5.) THIS BOUNDARY SURVEY DOES NOT REPRESENT ANY OTHER IYPE OF SURVEY SUCH
AS AN IMPROVEMENT SURVEY, EXISTING CONDITIONS OR IMPROVEMENT LOCATION
CERTIFICATE, ETC.
6.) 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.
166.ss· I
-. I
I364.09•
SURVEYOR'S STATEMENT
Book 831, Page 873
35.136 Acres+ (overall)
N 88'37'35" E 300.00'
TSTRATION NO. 36572
N 88°37'35" E 321.22'
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FILE: 05173-01
OFT. SCB
CK. MJL
DA TE: 12/12/05
PROJECT NO.
05173-01
SHEET 1
OF 1
SetLath
Well
----<lE:---O!Jerflead Utt/Illes
, ~, Drip !ins/ Vegetation Edge
---F...,.
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R-153.42
L-283.81
6.•105°59'30"
CB-N 69°5'59" E
CH•245.04
r-------
/
'
30.00' -· VlllllF--.t I
I
L
--
1'iOTICE; J1CCORDJ11TC TO COLORADO LAW YOU M[iST CQM}lfEllTCE ANY
LEGllL JlCTJON BilSED UPON ANY DEFECT 11\' THIS SURYEY
WITJ-Il11T Tl-IREE YEARS AFTER YOU FIRST DISCOVERED SUCH
DEFECT. IN NO EV E,\'T, MAY -4_11! ACTION BASED UPOllT A,\'Y
DEFECT IJ1i THIS SURVEY BE COMJ.IE1VCED MORE TifAllT TEN YEARS
FROM THE DATE OP THE CERTIFICATIOI\f SHOTf}I HEREON
PARTIAL EXISTING CONDITIONS SURVEY l t
~
\ ...
\
t
\
t
A Parcel of Land Situate in the SWl/ 4 of Section 24, Township 5 South,
Range 90 West of the Sixth Principal Meridian,
County of Garfield, State of Colorado
N 86"Z5'13" W -329, 18'
10.CIO' 9 e I __ 1
S 8 ""O,,, ~ ~ 08" E
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1 inct_ = 20 ft.
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N 86"29'4W' W
,:?7. (),'?
S 15"17'23" W--.....
157.65'
S 31"59'2f" E
l:J4.h()-
s 09'28'3Q" w
lJ.'J.4,'J-
s 13"21'33" w
95.06
.'J 15"5G'.'J1" E
201.58'-' ---\
N 68"10 '2?" W
(-77 07
s 88°.'17'35" Jf 8G2 . .92'
Rebar Ill Cap
Illegible
a a o..
Warranty Deed Reception No. 805829
35.136 Acres
1546 Canyon Crwek Rmd
(Parcel~-212324300124)
o;c; e2174 , -5a.as I "° r-_.Ni...,:;P"'S;;:" 2~7:..'~5 2!;;':.,' JW::..._..!Jii.W:L ___ ~~NJ7~5n 38 '0 5" W
l\:J1\:: Al 64"46'23" YI'
~~-No.SRebar too.;e· o--f--Houae
""~~~~~/~~
\
N 88"37 ,3S" E 697.34 I
'°' "'"·--1-J lv-57°54'5" JiV I --.. o• ' S 82'co' "'-~11:1\ 85.37 v~ 08" v
\
\
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1
._......_.._.__, ""' N 88°37'35" E 1364.09'
PROPERTY DESCRIPTION:
BOUNDARY DETAIL
SCALE: l '1 = 300'
300.00
to
N 87"37' 35" E
321.22
A PARCEL OF LAND 5.nuATED IN THE SW~ OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE SIX1H PRINCIPAL MERIDIAN,
COUNTY OF GARFlELD, STATE OF COWRADO, SAID PARCEL BEING MORE PAR11CVI.ARL Y DESCRIBED AS FOLWWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 24, A BLM AWMINUM CAP IN PLACE; THENCE SOU11f 00'22'00" EAST
ALONG THE WES1ERLY LINE OF SAID SECTION 24 (BASIS OF BEARING} 797.59 FEET; THENCE LEAVING SAID WESTERLY UNE NORTH
88'37'35" EAST476. 71 FEET; THENCE NORTH 01 '22'25' WEST 385.00 FEET; THENCE NOR:J'H 88'37'35" EAST 500.00 FEET; THENCE
SOU11f 68'10'28" EAST 776. 72 FEET TO A POINT IN THE CENTERLINE OF CANYON CREEK, THE TRUE POINT OF BEGINNING; THENCE
SOUTH 15a56'49n WEST ALONG SAID CENTERLINE 70.32 FEET; TI-IENCE CONTINUING ALONG SAID CENTERLINE SOUTH ooa38'07n WEST
94. 71 FEET; TIIENCE CONTINUING ALONG SAID CENTERLINE SOUTH 08°19'38" WEST 62.21 FEET; THENCE CONI1NUINGALONG SAID
CENTERLINE SOlJTH 15°17'23" WEST 157.65 FEET; 11IENCE CONTINUING ALONG SAID CENTERLINE SOUTH 31 a59•25n EAST 84.80 FEET;
THENCE CON11NUING ALONG SAID CENTERUNE SOU11f 09"28'30' WEST 83.43 FEET; THENCE CONTINUING ALONG SAID CENTERLINE
SOU11f 13"21'33" WEST 95.06 FEET; THENCE CONTINUING ALONG SAID CENTERLINE SOU11f 15'56'31" EAST204.58 FEET TOA POINT IN
A FENCE UNE EXTENDED; THENCE LEAVING SAID CENTERUNE NORTH 86~25'13n WEST ALONG A FENCE LINE EXTENDED AND AN
EXISTING FENCE LINE 329.18 FEET TO A POINT IN THE CENTERLINE OF A 24.00 FOOT ACCESS ROAD; THENCE LEAVING SAID FENCE
LINE ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHI' HA VINO A RADHJS OF 206. 79 FEET AND A CENTRAL ANG.LE;
OF05'57'23', A DISTANCE OF 21,50 FEET/CHORD BEARS SOU11f 13"07'21' WEST21.49FEE1); THENCE CON11NUINGALONG SAID
CENTERLINE SOU11f 16'06'03' WEST 142, 05 FEET; THENCE CONTINUING ALONG SAID CENTERLINE THE ARC OF A CURVE TO THE RfGHT
HAVING A RADIUS OF 153.42 FEET AND A CENTRAL ANGLE OF 105'59'52", A DISTANCE OF 283,82 FEET (CHORD BEARS SOU11f 69"05'59"
WEST 245.04 FEET}; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 57"54'05" WEST 85,37 FEET; THENCE CONTINUINGAWNG
SAID CENTERLINE NORTH 64"46'23" WEST 100. 18 FEET; THENCE CON11NUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE
TO THE LEFT HAVING A RADIUS OF 156.35 FEET ANDA CENTRAL ANGIE OF 21'43'25",ADISTANCEOF 59.28 FEET(CHORDBEARS
NORTH 75'38'05" WEST 58. 93 FEET}; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 86'29'48' WEST 37.03 FEET TO A POINT ON
THE EASTERLY EDGE OF THE EXIS'I!NG COUNTY ROAD NO. 137; THENCE LEAVING SAID CENTERLINE NORTH 85'27'52" WEST 821. 74
FEET TO A POINT ON THE WESTERLY LINE OF SAID SECTION 24; THENCE SOU11f 00'22'00" EAST ALONG SAID WESTERLY LINE 162.45
FEET; THENCE LEAVING SAID WES'IERLY LINE NORTII 88c37'35n EAST69Z34 FEET; THENCE SOUTH 82<y)2'08" EAST 1364.09 FEET;
THENCE NOR11l 88°37'35n EAST 300.00 FEET; TI/ENCE SOUTH 01 °22'26" EAST400.00 FEET; THENCE NORTH 87°37'35n EAST321.22 FEET
1U A POINT ON 11IE EASTERLY LI.NE OF THE SW34 OF SAID SEC1IDN 24 (WHENCE THE SOUTH QUARTER CORNER OF SAID SEC110N 24, A
BLM ALUMINUM CAP BEARS SOU11f 02"14'35" EAST 222,90 FEET}; THENCE NORTH 02"14'35" WEST ALONG SAID EASTERLY UNE 1586.69
FEET; THENCE LEAVING SAID EASTERLY LINE SOU11f 88'37'35" WEST862.92 FEET; THENCENOR:J'H.68'10'28" WEST77,07 FEETTO THE
TRUE POINT OF BEGINNING.
COUNTY OF GARFIELD
STATE OF COWRADO
NOTES
1.) THE DATE OF THE FIELD SURVEY WAS JULY 16, 2013.
2.) ALL BEARINGS RELA.17VE TO A BEARING OF N68e 10;57~W BETWEEN THE NORTHERLY BOUNDARY, A REBAR AND CAP ILLEGIBLE AND
THE WEST 1/ 4 CORNER OF SECIIDN 24AS SHOWN HEREON.
3.) CONTOUR INTERVAL IS ONE (1) FOOT.
4.) ALL ELEVATIONS ARE BASED ON AN ASSUMED WGS84 ELEVATION OF 5857.9' ON THE FINISH FLOOR OF THE EXISTING GARAGE AS
SHOWN HEJIF,QN.
5.) 11-IIS SURVEY IS BASED ON A WARRANTY DEED RECORDED AT THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE AS
RECEP'l10N NO. 805829 AND A BOUNDARY SURVEY BY BOOKCLIFF SURVEY SERVICES, INC,, DATED 12/ 12/05, JOB NO. 05173-01 AND
DOCUMENTS OF RECORD AND MONUMENTS FOUND IN PLACE.
't'C'UTlw
..,., .. I
~~J 01 ., Ml' 111111> 11'111,.41111Hzlae1
r----'""""""' 81
6.) THE ORDINARY HIGH WATERLINE (OHW} AND SAMPLE PIT (SP) FLAGS ARE PER ENVIRONMENTAL SOLUTIONS INC., AND WERE FIELD
LOCATED BY SEXTON SURVEY COMPANY ON JULY 26, 2013,
I
\
7.) THIS 10POGRAPHIC MAP COMPUES WITH NATIONAL MAP ACCURACY STANDARDS FOR TOPOGRAPHIC MAPS. WHERE CHECKED 90%
OF THE POINTS SHOULD BE WI'IWN 1/2 THE CONTOUR INTERVAL AND WELL DEFINED P01N1S SHOULD PLOTI'ED W1THIN 1/ 50" OF
THEIR TRUE POSITION. CRITICAL DESIGN SHOULD BE BASED UPON SPOT ELEVATIONS, PLEASE CONTACT THE SEX1UN SURVEY
COMPANY FOR THIS SPOT ELEVATION INFORMATION.
' SURVEYOR'S CERTIFICATE
I, SCOIT R. BLACKARD, A REGISTERED LAND SURVEYOR IN THE STATE OF COW RADO, DO HEREBY CERTIFY 1HAT THIS SURVEY WAS
PREPARED BY MEAND UNDER MY SUPERVISION FROM A SURVEY MADE~Y ME D UNDER MY SUPERVISION AND 1HAT BaI'H THE
q,0 SURVEY AND PLAT ARE TRUE AND ACCURATE TO THE BEST OF MY KNO ·AND BELIEF. ,~
SC01T R. BLACKARD P.L.S. 38342 DATE
1 ,,~ L' ."'f'Hll'"f'UL'L"j' "'I '"-" I\' ,.,,, 1·,
RIFLE ¢0. 1181660
970'-CZ5-3711
f ~ \ PARTIAL EXISTING CONDITIONS SURVEY
T. 5 S. R. 90 W. 6th P,M, County ofGaifiel,d, State ofCol.orado
1546 Canyon Creek Road
JOB. NO.. 13052
DATE.· 7 /23/13
DWG. BY: SCOTT
REV: 7 /29/13
1
of
1
Environmental Solutions, Inc.
600 CR 216 Rifle, Colorado 81650
(970) 618-6841 phone ~ (970) 625-1673 fax
email sdahmer@mailcw.com
February 18, 2014
James & Lisa Craig
1546 Canyon Creek Road
Glenwood Springs, CO 81601
James and Lisa:
Below is a report of my findings regarding potential wetlands and Waters of the U.S. pursuant to Section
404 of the Clean Water Act (CWA) on your property located at 1546 Canyon Creek Road (the
“Property”). Per your request I visited the Property and conducted a routine evaluation for potential
wetlands and Waters on July 24, 2013.
In short summary, I found no jurisdictional wetlands along the western embankment of Canyon Creek
below your house. However, Canyon Creek is a perennial stream that flows into the Colorado River,
which is a Traditionally Navigable Water (TNW). As a tributary to a TNW, Canyon Creek qualifies as a
jurisdictional Water of the U.S. regulated by Section 404 of the CWA. The lateral limits of such
jurisdiction are the Ordinary High Water Marks (OHWM) of the stream channel. Therefore my data
collections and field efforts were focused on determining the appropriate OHWM line along the western
embankment, as that line is the only demarcation relevant to your permitting needs and setback
requirements regarding your proposed home remodel and addition.
This effort was somewhat problematic because the channel recently (2010-11) experienced an abnormal
flooding event that both scoured the channel and deposited materials, changing the flowline of the stream.
Establishing the OHWM of a stream channel depends on identifying and documenting several physical
characteristics diagnostic of regularly-occurring and frequent high-water events. Unfortunately, the
recent flood event confounded much of the physical evidence normally utilized to accomplish this task.
Regulatory guidance from the U.S. Army Corps of Engineers (USACE) allows for the use “other
appropriate means” to establish the OHWM if normal physical characteristics are inconclusive,
misleading or unreliable.
In this case, I used four items to establish the OHWM, all of which are discussed in more detail below:
1. Presence of the historic headgate and ditch, which were unmoved by the flood event
2. Water staining on older trees not uprooted by the flood event
3. Survey data gathered by The Sexton Survey Company
4. Historic water rights records and USGS database documenting water flow
The presence of the historic ditch and headgate is significant in that such structures are placed to regulate
water flows in a stable location and not be overtopped or scoured out by recurring high water events.
Further, many such structures typically have inlet works made of stone, irrigation plastic and/or boards in
order to get water into the ditch at normal-to-low-flow periods. The fact that this historic structure (water
right adjudicated in 1900) remained in place despite the significant flooding and channel scouring that
occurred is strong evidence that the headgate and ditch itself are located well above the OHWM.
Water staining on older trees is a normal physical characteristic indicative of the OHWM. A one-time
flood event will not cause such staining, though it can cause physical damage to the bark and result in
abnormally-high debris accumulations. In this case, water staining was clear on several trees adjacent to
and upstream of the headgate/ditch, and those stains were all clearly below the debris accumulations and
physically-damaged bark areas that resulted from the recent flood event.
The stain-lines also match up with OHWM expectations based on the surveyed topography provided by
Sexton Surveying. Comparing the headgate location and water-stain lines with the survey data, it would
appear that the historic OHWM falls near the 5838’ contour interval just above the headgate. Based on
the channel scour to the northeast and east of that location, I would argue that the OHWM has now shifted
downward as the channel in this location has obviously down-cut as a result of the flood event. This
would shift the OHWM on the map about 12 linear feet east of the current location shown in the survey.
However, because there has not been sufficient time since the scour event to establish reliable field
markers of the new OHWM, I had to rely the water-staining evidence to field-flag the line as shown.
Finally, I queried databases maintained by the Division of Water Resources (DWR), the Colorado Water
Conservation Board (CWCB) and the U.S. Geological Survey (USGS) for stream gage data, instream
flow recommendations and historic irrigation records to determine typical flow rates in Canyon Creek.
Most of the water rights on Canyon Creek are “senior” in the context of the Colorado River basin. That
is, they have appropriation and adjudication dates ranging from 1887 to 1906, making them senior to
many other water rights within the Colorado River system. These very old appropriation dates would also
suggest that the headgate and ditch on the parcel have withstood many high flow events for more than a
century, adding further evidence that they are located well above the OHWM.
The water rights records search turned up over 300 records in the Canyon Creek drainage, some of which
indicate that various ditches in the vicinity are adjudicated to divert large flows of water from Canyon
Creek, some up to 19 cfs in a single right. The old ditch on the Property appears to correspond to map
coordinates for the Spion-Kopp Ditch, which records indicate cumulative water rights up to 18 cfs were
historically diverted, and the current size and configuration of the ditch indicates it would accommodate
such volumes. Further, records from CWCB have established recommended instream flows for fish
habitat and channel maintenance on a section of Canyon Creek approximately 2 miles above the Property
which calls for 24 cfs minimum instream flows during peak runoff and 9.4 cfs during low-flow periods
from late fall through winter.
The USGS StreamStats database provided the most useful information based on regression analysis of
data from both regulated and unregulated gage data and comparative statistics between similar drainages.
Regression analyses were based on the drainage area above the Property, which included approximately
54.5 square miles, with a mean annual precipitation of 32.49 inches and average elevation of 9310 feet.
The analysis indicated normal peak flows expected in Canyon Creek at the Property location to be 412-
559 cfs, and minimum flows to be as low as 4 cfs. Conversely, a 100-year flood event was predicted to
be 1270-1430 cfs, which is the kind of flow that could alter channel morphology considerably.
A word of caution on the USGS data is appropriate here. There are a number of variables to consider in a
flow calculation and USGS relies on a wide variety of temporal and spatial data to generate these
estimates, and like any model, the output can only be as good as the input. The ranges in the flow
calculations listed above are indicative of some level of uncertainty in the flow data available. USGS data
also cannot account for detailed channel morphology on a site specific-basis. Unfortunately, there are no
regulated stream gages, either current or historical, on Canyon Creek itself, so in order to obtain a more
accurate point-specific streamflow estimate, a better method would be to extrapolate regulated-gage data
from a nearby, similarly-situated drainage (such as Main Elk Creek), and apply a more rigorous
mathematical model (such as HEC-RAS) and incorporate detailed channel surveys. However,
establishing such a level of precision for the current purpose was beyond the scope of this study and
unnecessary in the context of the application. The range of USGS flow data is not egregious (26%
variation) and is therefore a useful parameter in supporting the location of the historic OHWM.
The data gathered regarding existing water rights diversions, instream flow recommendations, and the
regression analysis indicating the level of normal peak flows are consistent. That is, none of the data
would indicate a questionable value or outlier inconsistent with other data sets. Correlation of existing
water rights and diversions with the water marks on tree trunks and elevation data in relation to
headgate/ditch location is sufficient to determine the currently-shown OHWM is a liberal allowance to the
lateral extent of USACE regulatory authority under the CWA.
Please note that the USACE does not assert jurisdiction or regulation of any upland area or buffer zone
outside wetlands or Waters of the U.S. as defined by the CWA. With regard to your current project
proposal, no work would occur in a wetland or Water of the U.S., therefore the USACE has no
jurisdictional authority and will decline to become involved in the County review process. The USACE
generally will not provide a concurrence letter for wetland delineations unless there is a permit action
expected to accompany said request, though we can request a formal jurisdictional determination for my
findings.
As I explained to Gina Brown on the phone, we can make a case with the County for a variance to the 35-
foot setback if necessary. That would be approached on two fronts. First, I would argue that the 35-foot
setback is an arbitrary and ecologically-unsupportable requirement. The “one-size-fits-all” approach to
such setbacks is completely impractical, resulting in inadequate protections in larger drainages and
regulatory overkill in small ones. In your case we don’t even have a wetland fringe and there is already a
great deal of historic human-induced gradient change and disturbance immediately adjacent to the stream,
and your proposed activity will be in uplands outside the floodplain. An arbitrary setback that prevents
reasonable use of your Property could be considered a taking, and certainly provides no practical benefit
to the riparian zone or the watershed.
Second, we can argue that the OHWM has shifted eastward based on the scouring that took place in the
channel from the flood event, which would give you more room with which to work. However, this
option could become a much more involved process, particularly if the County wants hard-data to justify
the move or they request a regulatory concurrence from the USACE. As I discussed above, the USACE
has an extreme aversion to being used by County governments as the default approval/disapproval
mechanism and unless a permit is clearly required from the USACE for work in wetlands or waters, they
will decline to become involved. This often results in a “chicken-or-the-egg” situation where the County
wants another agency to approve something before they issue their own permit approval. We always
resolve these instances, but they can be time-consuming and expensive, so I always recommend avoiding
them if possible. However, I am happy to assist you in the event you wish to proceed.
At the conclusion of my conversation with Gina, she indicated she would discuss her preliminary designs
and the setback issue with you and then send me a preliminary drawing to evaluate. We can then discuss
the best route forward if a variance is deemed necessary.
Please contact me if you have any questions or need further information.
Sincerely,
Steve D. Dahmer
Memorandum
1
Date: 04-May-2016
To: Garfield County
From: James & Lisa Craig
Subject: 1546 Canyon Creek ADU; Article 4 Section 203 (J&K) Waiver
We currently own the property located at 1546 Canyon Creek Road,
Glenwood Springs, Colorado, 81601, which is 35.1 acres of which ~ 31 acres
has been conserved through the Aspen Valley Land Trust (AVLT). We are
applying an ADU for the subject property and request a waiver from the
following sections of Article 4:
Section 203 J; Development Agreements - a development
agreement is not applicable to our project and this ADU application.
Section 203 K; Improvement Agreements- an improvement
agreement is not applicable to our project and this ADU application.
Please let me know if you require any additional information regarding this
matter.
Memorandum
1
Date: 04-MAy-2016
To: Garfield County
From: James & Lisa Craig
Subject: 1546 Canyon Creek ADU Project Description
We currently own the property located at 1546 Canyon Creek Road,
Glenwood Springs, Colorado, 81601, which is 35.1 acres of which ~ 31 acres
has been conserved through the Aspen Valley Land Trust (AVLT). Currently
on the subject property is a 600 sqft living structure which is serviced by a
subsurface septic system and water well, details have been provided as part
of the ADU package. The electricity and phone services are provided through
the local providers per standard practices.
We are currently in the process of building a separate 1,600 sqft carriage
house above a garage which will be designating as our ADU. The existing
and new structures have separate entrances and the layout of these
structures on the property are shown in the layout drawings provided as part
of the ADU package. The new structure will be serviced by the existing water
well and existing septic system. Both the water well and septic system are
sized to handle the combined capacity of the existing and the new structures.
The new carriage house will receive power and phone through the local
providers.
Please let me know if you require any additional information regarding this
matter.
Garfield County Land Explorer
21 2324300116 1512 137 CO UNTY RD GAECHTER FAM ILY R040314 PO BOX 159 GLENWOOD
GLENWOOD SPRI NGS TRUST DATED Ol /09/0 8 SPRING S CO 81602
212324300123 1548 l 37 COUNTY RO ROB\NSON, R\CHARD R040334 1548 COUNTY ROAD 137
GLENWOOD SPRINGS BRUCE & DAYLE V GLENWOOD SPRINGS CO
81601-9767
212324300124 1546 137 COUNTY RD CRAIG, JAMES E & LISA R040335 PO BOX 6046 SAN RAMON CA
GLEN WO OD SPRINGS M 94583
212324300158 2068 137 COUNTY RD TANKERSLEY.TERRELL H R040371 PO BOX 5095 BELLAIRE TX
GLENWOOD SPRINGS &PATRICIAS n402
212324300159 1944 137 COUNTY RD RI GHTMIRE, ROBIN A II & R040372 1944 COUNTY ROAD 137
GLENWOOD SPRINGS CYNTHIAJ GLENWOOD SPRI NGS CO
8160 1
212325100957 NEWCASTLE BUREAU OF LAND R040356 2300 RIVER FRONTAGE ROAD
MANAGEMENT Sil T CO 81652
212326200955 NEWCASTLE BUREAU OF LANO R040354 2300 RIVER FRONTAGE ROAD
MANAGEMENT Sil T CO 81652
CRAIG – 1546 Canyon Creek Road ADU Application - Rev. 0
April 2016
1
ADU Permit Compliance with Section 7 of the
Garfield County Land Use and Development Code
DIVISION 1 - GENERAL APPROVAL STANDARDS
7-101. ZONE DISTRICT USE REGULATIONS – The property is zoned Rural. An
ADU is permitted as an Administrative Land Use Change in this District. As is
demonstrated in the attached site plan, the location of the ADU will conform to all
setbacks, including the required 35’ setback from Ordinary High Water Mark. The
ADU will also comply with all height restrictions in the Rural Zone District.
7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGGREEMENTS
– Yes, The land use change is in general conformance with the Garfield County
Comprehensive Plan and compiles with any applicable intergovernmental
agreements.
7-103. COMPATIBILITY – Yes, the land use is compatible with adjacent land uses as
well as the Aspen Valley Land trust requirements.
7-104. SOURCE OF WATER – This property is supplied drinking water via a well;
please find in the package the well water permit. The property also was access to
water rights which is used for irrigation purposes.
7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS – a
water distribution system is not available, therefore the property uses a central well
system as referenced above. There is also not a public sewer system; therefore the
property utilizes a subsurface septic system that is sized for both units. The septic
system permit is included in the packet.
7-106. PUBLIC UTILITIES – The property has use of public utilities such as electricity
and phone. These utilities have been run underground from the first available utility
pole to provide the services. There is not a natural gas service provided to this
property, therefore we use a propane tank for our gas supply.
7-107. ACCESS AND ROADWAYS – The only road way to the dwellings is a
primitive/driveway which meets the minimum requirements in the section. The
property does share a driveway with the adjacent property to the county road. This
shared driveway meets the requirements of semi-primitive driveway.
7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS – this land is not have
any known identified Natural or Geological hazards. There has been a geo-technical
survey performed of the building site to ensure a proper design of the foundation as
well as the high water marks identified for the property. Both reports have been
included for reference.
7-109. FIRE PROTECTION – Adequate fire protection has been provided for this type
of property.
DIVISION 2 - GENERAL RESOURSE PROTECTION STANDARDS
7-201. AGRICULTURAL LANDS – this ADU permit will not impact the agricultural
uses for this property. The majority of the property is protected by the Aspen Valley
Land Trust which designates the land usage.
7-202. WILDLIFE HABITAT AREAS - this ADU permit will not impact the wildlife
habitat areas for this property. The majority of the property is protected by the Aspen
Valley Land Trust which is designed ot protect the animal habitat.
7-203. PROTECTION OF WATERBODIES – The water setbacks for the ADU and
property meets the requirements as defined in this standard. We conducted a high
water study which is included as part of this submission.
7-204. DRAINAGE AND EROSION – The property has positive natural drainage and
storm run-off. This can be seen in the topographical drawings provided as part of this
submittal. This site does not require any treatment of storm water or ground water
run-off.
7-205. ENVIRONMENTAL QUALITY – This ADU permit does not affect the air
quality or water quality of the property.
CRAIG – 1546 Canyon Creek Road ADU Application - Rev. 0
April 2016
2
7-206. WILDFIRE HAZARDS – This ADU dwelling is not located in an area that is
designated as a sever wildfire Hazard Area and the dwelling does not increase the
likelihood of a wildfire. The roof material is made of a non-combustible metal roof and
the dwelling siding is also constructed of a non-combustible material called hardi-
plank.
7-207. NATURAL AND GEOLOGIC HAZARDS – This ADU is not being built in any
of the areas as defined in this section of the code. A geotechnical survey has been
conducted for this property and is a part of this submission package.
7-208. RECLAMATION – This ADU permit is adding a secondary unit to this property
and does not affect this section of this standard. We are not installing a ISDS,
constructing a driveway that requires a permit and we do not have short term
preparation areas.
DIVISION 3 - SITE PLANNING AND DEVELOPMENT STANDARDS
7-301. COMPATIBLE DESIGN – this ADU is being designed and constructed using
good architectural principles and building principles. It is of good taste and meeting
the any restrictions that apply. It also matched the architecture of the structure on the
existing property as well as adjacent properties.
7-302. OFF-STREET PARKING AND LOADING STANDARDS – This property is for
residential use and meets the requirements for off-street parking as defines in this
section of the standard.
7-303. LANDSCAPING STANDARDS – This ADU permit is exempt from this section
of the standard.
7-304. LIGHTING STANDARDS – The lighting for the ADU structure meeting the
requirements of the local building code as well as the criteria laid out in this section of
the standard.
7-305. SNOW STORAGE STANDARDS – This is ADU permit is for residential use
so this section of the standard does not apply. However, there are ample snow
storage places on this property to meet the intent of this section of the standard.
7-306. TRAIL AND WALKWAY STANDARDS – This is a residential property so this
section of the standard does not apply to this permit application.
DIVISION 7 - ADDITIONAL STANDARDS FOR RESIDENTIAL USES
7-701. ACCESSORY DWELLING UNIT – The subject property is 35.136 acres and
the ADU does not exceed the 3,000 sqft requirement. The ownership is mine and the
use will be as defined for either residential or home office/ business use only. We will
comply with all applicable building codes and the ADU entrance will be a separate
entrance form the main living structure.
7-702. HOME OFFICE/BUSINESS – If this structure is ever used as a home
office/business, the requirements of this section will be met. At this time, no home
office/business is envisioned for this ADU.
7-703. MANUFACTURED HOME PARK – This is a residential property so this
section of the standard does not apply to this permit application.
7-704. GROUP HOME FACILITIES – This is a residential property so this section of
the standard does not apply to this permit application.
7-705. TEMPORARY EMPLOYEE HOUSING FACILITIES, MAJOR – This is a
residential property so this section of the standard does not apply to this permit
application.
7-706. TEMPORARY EMPLOYEE HOUSING FACILITIES, MINOR – This is a
residential property so this section of the standard does not apply to this permit
application.
7-707. TEMPORARY EMPLOYEE HOUSING FACILITES, SMALL – This is a
residential property so this section of the standard does not apply to this permit
application
RccmJoillt ____ o'd""~---lll. ______ . ___ _
lt<:<cr1imNo. ___________________ . Rc.:ordcr
WARRAN TY DEim
lHJS DEF.ll,m1Jc1m July:?1,:201t
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File No. 1102035
EXHIBLT"A"
A parcel nfl;ind si1uated in tbc SWY.i of Section 24, T<J\\nship 5 South, Range 90 West ofllu~ Sr.xth Principal Mcridi:m,
CounryufG:uficld, Stale of Colorado, said p.:irccl bemg more paniculaclrdc:-cribcd !IS follows:
Cl•mmcncing :tl the Wc:st Quarter comer ofsaid Stci1on 2:1, a BLM Aluminum C;ip in place~ thence South 00°22'00• !:.a.st
along the Wesu:riy lulll or531d Seet1m12.4 (basis of bearing) 797.59 feet~ 1.ha1CL: lc:aving said Westerly !me North 811"37'35"
East 476.71 fei:t; thence ~unh 01°'22'25" West 385.00 feet; thence Nurth sg 0 37'35" Easl 5UO.OO fi..'\."t; tl1cncc: South
68•10•211" east 77(1,72 feet to :i. point in the ccntcrlmc of C:myon Creek, the TRUE POlNT OF BeGrNI\lNG, thence
South 15,S6'4'J" West along sard centerline 70.32 .feet, tlu:nce cootinuing nlons said Cl.'Tltcrlinc South 01)0 3M'07" W1!5t 94.71
re<:t; thence continu1113 along s:ud centerline South OllQl9'3Kh w~ 62.21 feet; thence oontllltling along s:iid ccutcrlinc
Sout11 15°17'23" Wi:~t 157.65 fet:t, thence tontitw.iog aloog said cc:malim: South 31~39'2S" East &4.110 feet; tl1cuu:
continuing along s."lid =l~rlinc South 09°211'30"Wi:st 83.43 feet; thence continuing aloog said ccatcrlmc Soulh 13°21'33"
West 9~.!ll) feet; 1l1cncc contioumg along said ccini::1iinc Suuth 15°56'3 i• East 204.58 feet to -a point in :J. fenc;chrn::
(.')(.tended; thence lc:i.\•ing said ccittL'Jlmc .t\orth 86°2S'J 3h West along a faa:eline Cllltndcd and (Ul i:xisting l~ncchnc '.12'>. I 8
fed to a point 111 the centalmc of a 24. 00 foot a=~ ruad; thellCI! k;wing $lid fcru:.cliue :iloog said ccntcrhnc along Hie arc
ofa curve to the nght having :i radius of206.79 f~t :ind :i. central angle of05°:H'23", a distance of21,50 fM (d1ord bc:ars
South 13°07'21" West 21.49 feet); thence continums along said centerline South 16"06'03'' West 142.0S fi:c1, 1hc111:e
conunuing aloug said cc:ntcrli~ tli= arc of :i. CUf\'C tu the .right having a radius of 153.42 feet nnd a central nnglc of
105°59"52", o. 1bst:uu:c of 2113.K2 feet (chmd hears South (>9"05'59" West 24S.04 fiet); thence continuin& along said
L"'Cllterlmc 'forth 57°S4'0.S'' WL'St 85.37 feet, thence conti11uing nlona said centerline Nonh 64°46'23'' Wi:s1 I00.18 tCcl,
1.hcncc C011ttnu1og along saul C4.'111Crlinc along the an; ofactU"\t to the ltfth:l.ving a radius o: IS6J5 !~ct :ind a caitml Mg.le
of :!1°43'25", a distance of 59.28 fet.1 {chord bears North 75°3ll'OS'' West .511.93 fc:ct); then~ <."On\Jllumg along :.aid
Q:ntcdiu~ Norllt 86"2!>'4r Wcst37.03 feet loo p0111t on the Easrerly edge oftlw existing County Road 1'o. 137; thence
leamig said cx:nrerlinc Nonh 1!5"27'52" West 821.74 fi.'Ct to a point !lO the Westerly Ii.at cfsntd Sed1011 24; tlu:ncc South
00~2'00" East Alollg said \Vc:stcrly line 1fl2 4.S rcct; thenc~ lc:iving said Wi:stcrly lint North 118°3735" Enst 697.J.+ feet .
thaice Soudt 82g02'08" &_q 1364.09 ftce; thence North 8S 0 37'35" E11st 300.00 (QC\; lhen~ South 01°U'26" E;i:>t 400 00
feet; thc11Cx: North 87°37'35" f::ut 321.22 feet to a point on the Easterly line of the SWY. of said Scaioo 24 (\\hence lhc
South Quarter comer of iraul Scx:tioo 24, a BL\{ aluminum cap bears Soulh U2°14'35" East 222 90 feet); thence Nonh
02°14'35" W::st along said Easterly !in: 1586.69 feet; thence leaving s:i.id P..nstcrlr line South !111~7'35" West 862.92 feet,
thence North 68° I 0'28" \\'CSt 77 .07 feet 10 the True Point of Bcgim1ing.
... . ,
~
~-~
. .. :· -· ....
···-
·-#.------.. ·-_ .......
G.ARFI ELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Sprlnga, Colorado 81801
(303) 945-8212
. . ,-.. -· ..... ..,. ~~~-. ......t-... v--. . ...
t~: 0 4 8 4 6
-~~1~5~4~6.:.......:C~o~u=n~t~y-=R=o~a~d:......:1~3~7~,-=-G=le=n=1~~o~o~d=XSJQ[JIKI==:::!::::.=::::=-~S~p~r~i=n~g~s----~~----~----~~----~----~----~ Job Address
Nature of Work Building . Permit
Use of Building Single Family Dwelling Unit
Owner Rob & Sandie Carter
Cc 1tractor Owner
An.ount of Permit: $ 555 . 2 3
White -Treas.
Canary -Office
Pink -Applicant
Gold -Duplicate
Permit: 336.50
Plan : 218.73
Date: Aug\lat 2s 1993
s. Archuleta
Clerk
----------------·---. . .
GARFIELD COUNTY
APPLICATION FOR BUILlH.N'G PERMIT
PERMIT NilltBER ~tit
please print or typp, DATE _g_;-.=-;:?'------"2._3,,,,,,_ __
---ADDR'F:SS ' .17
SUBDIVISION _____ ~----~--~·
'l:'ILING fl ___ _ LOT II BLOCK # ----TAX SCHP.DULE II
LEGAL (SEC/TIYN/.QNG) SW I .=..:=_..L;;1.:......::..:::;.;=..:=.....;.,~~~-J..=-'l..U'~
NP.RF: ks .i $" tt,JD 14" C.
MAILING ADdRP.SS 33'7~ £, t 4-. ..r...;l\:i.=C=·s;...&..;;.:o"-<.3.._-""""'i:,;:=--
CITl' 7;i11 Al.I.$ -c:,e,,; ,FL PHON~f.· 366"-./.138
NII.ME
----~-------------~·---ADDRESS CITY
----~~---------
'
NAUE aUJli¢,£
ADDRESS
~---------------~ jCIT1' ------
fHOtV'E LICENSE #
CLASS OF WOP.K
NEW a/:" ALTERATION ADDITION ----
DEMOLISH REPAIR MOVE
MOBILE J/OME (ma.ke/1'70del)
S .. F. OF BUILDING S .. F. OF LOT 3'.=>. l39~·
# OF FLOORS /.J. ~ftl?,./_11~EIGHT .,:i~ -'±
# OF FANILY UNITS / # OF BEDROOMS _3~--
INTENDED USE OF BUILDING )?...;~ tQ(?f!VC.-1!
GARAGE: SINGLE_ DBL.A_ CARPORT: SINGLE~ DBL __
FIREPLACE Yz:;s -Wl'€t~ '13i.!4tU1/!!&-~4! atts ktu;.
DOCUMENTS ATTACHED
WATER SUPPLY f'S!.<Jlar-t.i.. ~'-f
DRIVEWAY PERMIT E;J.sT~;G J.>ehl7aittyLSEI? ~tr
SITB PLAN ,/ 7
BUILDING P-LA-NS---'7----------------
SANITARY SEWER CLEARANCE
ON SI'l'E SEl'fAGE DISPOSAL PERMIT---------
OTHER DOCUMEm'S (specify)
VALUATION
ZONING DISTRICT
TYPE OP OCCUPANCY ......... R-!=-~:3~/~n....r.--. .1../ ___ ·----
TYPE 01" CONSTRUCTION ..,.r~:::-! .... IJ __________ _
S .F. OF BUILDING /'J r.rCJ S .F. OF LOT
MAX. HEIGHT ROAD CLASS.
SETBACKS FROM PROPERTY Ll"NE: FRON'l'
REAR RIGHT -----OFF STREET PARKING
PLOT PLAN
NOTE: Show e~sements, property line dimension
all other structures, specify north, and stree
name. }'or oiiri shaped lots, or if space is
too small, prmTicie separate plot plan.
# OF BUILDINGS NOW ON PARCF.L ---~'-~--
USE Of' BUILDINGS NOW ON PARCEL s~c.q c:e;
:IJJTJiirAJT JS Ta 1',1=."lt.Mtr1 t:!'1N~TA!ut:..r
t>AJLV ~lti2J0.4.~ 4 ~ dFT 4J ~~v'/Jf.J&.
F""c u., 'N•S ~r TH-1S .,..,,,.,& . ~t:JF-r
JM. :s J °RC.ORlbl-f ~NJ.. V.
FRONT PROPERTY LINE
STREET N.AfffJ/ROAD NUMBER _____ J.._3_7..._ __ _
CHECK IF CORNER LOT
DESCRIPTION OF WORK PLANNED <!tiNS'7A1<cr I
~(i..LE F#OL..a'y Hvl--f,6
that I have read this
FLOOD HAZARD
CERTIFIED BLDG ELEVATION ----------
SPECIAL CONDITIONS ------------~
PROBLEMS t'.TITH PE'RMIT
~~-----------
ADDI'l'IONAL TNFORMATION NEEDED --------
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER -----------------
PLANNING DEPARTMEnT DATE
Rob Carter Glnlrrll (""1lftldor
~-t.ct.,\ ~ I
~.:. ~ ~ ~ "1" ~
~ cJ,~ :!... ~ ~ 11.u._ ~ •
(i.... ~ c_g._ 4tL J. ~ ~ (l ~
~ ;-. ~~ c.a.u 1-r"---i ~ ~-.
~ur~· & ~ --li.. 'J,. ~ 1
~ ~·. -
~·~~
~b).
.. ---.,:.: ... t \" W11fllliltlt'l~ ...... , ......... !P.llllSlllJl!IJJlll1"-J•••S•llll••"!!llll!S~Olldllll!911'P ::•t•w...-oeu----·---·-~--, ---·-· ·-· · ---·
•-:.·.-~
GARFIELD COUNTY BUILDING AND 8ANITATION DEPARTMENT Permit N~ 2137
109 8th Btrffl Suite 303
Glenwood Spring•, co1oredo 81801
Phone (303) 845-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Tallaba..... n..
Aueuor'• Parcel No.
This dOM not conautute
a bulldlng or UM permit.
Owner'1 Name lob ' 88adie CArter p,.Mnt Addr ... _3;;...3;..;7...;;9_..;.l...;.•__;;,;;IA_k_e;;..a:;.;ho.;._;;r...;e;_:;;Dr.;:...:..• __ PhOM 904-385-4138
Byatem Locatlon ____________ l_.5_46_Coma _ __,t7.__lo_acl_l_3_7..:.•-0_1'-u_vo_od_S..:.p_r_iDI-=-•------
Legal D"crlptlon of A11n101'1 Parcel No .------------------------------
8V8TEM DE81QN
h () 0 0 Septic Tank Capacity (glllon) Other
'J · -/. O IH l=2' { _ ,o 1 ~ .6 •. ~" -~ 3 V' rr ,-~ / ,.(,A4 ' O PeroolatlO!J"Hate {mlnutn/lnch) Number of Bedroom• (or other) 1
I a I,.,-. ' R ~·'k ..f.-~){ !?~ I ~ '.X .f Ir X .J '
RequndAbeorptlonArN ·S..A16'1l*·•ln11e1d • / ., ? f:l'4• -r ~J'~n+_ -r ...c"\_ c,,,,._, _,. ,,~/f l"i~· ~-<.,.. ~ 3.J f~cr~
Speclal SetbJOk Requlrement1: /,,) 3 F( ~' ·· ~ J,..·.,-~ 'J 1 p ./. r..~.fl .. 1~
ln1pector __ ~_..-~t:';cit:z~e.&.1.i..-~(_.;(~·~--=Yr':4..=..::::::.----------
FINAL 8Y8TEM INSPECTION AND APPROVAL (as Installed)
Call lor Inspection (24 hours notice) Before Covering lmitallatlon
Sy1t1m lnltaller =-I} {j 0 ?£) 'J?tdu r/? =4;f ·f' At
Septic Tank c1pac11y __ 9....,_ ..... Q ............. O ........ O......._ _________________________ _
Septic Tank Manufacturer or Tract. Name _..;C-..~o-~-:f<rkM:O~~Ok::-'l::l...,J_"-lr------------------
Septlc Tank Aooeaa within 8" of 1urface _...:i----:;;__ ________________________ _
Ablorptlon ArN .J n~ 06 ~-'3 flh'CAA, CD 7
Ab1orptlon Area Type and/or Manufacturer or Trade Name r .+i.o-/J<.' ~
Adequate compliance with County and Stat• regulatlonllr.qulrement••---=~:;;;.-_______________ _
Other--------------------------------------
Date 9-l'f lntpector ~ 0"'1
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All ln1t1Uatlon must comply w ith ell requirement• of thto Color.cfo State Board of Health lndMdull Sewage D11poul System• Ct.apter
26, Article 10 C.R.S. 1073, Revl1td 101M.
2. Thia permll I• valid only for oonnectlon to 1tructure• which have fully compU•d with County zonTno end bulldlng r1qulrem1nt1. Con·
n1ctl on to or UH with any dwellin g o r 1tructurt1 not approved by the B ulldlng and Zon ing office lhall automat lca lly be a violation or a
requlr•mtnt or the permit and cau .. for both 199&1 action and r1vooatlon of the permit.
3. Any pereon who oonetrucle, alters. or ln1t1t1 1 an lndlvldualHWIO• dt1potal ayat1m In a manner which lnvolVN a knowi ng and mat1rl1I
var l atlon from t h• terrn1 or 1peeiflcat1ons contai ned In the applicatio n of permit commit• • Clau I, PttlY Offen11 ($500.00 f tne -e
month• In Jail or both).
Applicant: Green Copy Dep11lmen1 : Pi nk Copy ---------------------------------------------
' ' i
~
.~
j
f
' '
j
f r
I
I
t
l
,)
. . .
f, \ INDIV IOUl\L srnl\GE Dl~POS.'\l SYSTEM l\PPLICATION
·. OHNER i'.:oer;.gt: E ~<An'.! l)CA E. C.Al2.TG'R
J\ppl ica t f on
Approval by
County Official:
l\DDRESS357Ci £, 1.. fP<;i?"-6 kog.c; "De 1ftLL ffHIU>~~,liPNE9 l14-3 SS--41$
CONTRACTOR_S'al:Ptie llC". Co.JL'l"/t..M.l"tJ( -HA€ U~'< ~ \l?]?~'l
l\ODRESS \,;a1 ~~~ l?b ~'kl ~iit~ QAtrt~~ PHONE q 84-2 \5{
PERMIT REQUE~T FOR: ( v1' New Jnstal lation ( ) l\lteration ( ) Repair
Attach separate sheets or report lihowing entire area with respect to surrounding areas,
topography of area, habitable building, location of potable \'later wells, soil percolation
test holes, soil profiles in test holes. (See page ~.)
LOCATION OF PP.OPOSED Fl\CILITY: county Gs£1=tiy,J)_ ____ _
Near what City of Town Cl.tr~Wooi> :>7e11Jlt.~ CrL.. lot Size 3~± fie,,
I
legal Description Sgg A'ttAC'Wll.Le"IST
WASTES TYPE: ( le ) Dwelling
( ) Con1nercial or Institutional
(
(
) Transient Use
) Non-domestic Wastes
( ) Other -Describe
~~~~~~~--------------------
BU IL DING OR SERVICE TYPE:_S~1tJ__...4,,_1,.-=~---..b .... ~=-M;;..al-=L.i:::A..1.V-· ---------------
tlumber of bedrooms 3 Number of persons 2--------
( .t ) Garbage grinder ( X ) Autoina t 1c washer ( X ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY; ()()well ( ) spring ( )·stream or creek
Give depth of all wells within 180 feet of system: ______________ _
If supplied by community water. give name or supplier: _____________ _
GROUND CONDJTIONS:
Depth to bedrock: · r."loc )tJetV..11.1~e~ b
Depth to first Ground Water Table:_·_,~ ____ '_'----------------
Percent ground sl opc: __ __.L=~~~-i!._L _____________ ~----------
DISTANCE TO NEAREST COMMUNITY srnER SYSTEM:_~~2~"=---------------
Was an effort made to connect to co1nnunity system1__:·\j.;;..:c:-· -------------
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
OC ) Septic Tank ( ) Aeration Pl ant ( ) Vault
( ) Vault Privy ( ) Composting Toilet
( ) Pit Privy ( ) Incineration Toilet
( ) Recycling, potable use
( ) Recycling, other use
( ) Chemical Toilet ( ) Other -Describe: _____________ _
FINAL DISPOSAL DY:
('I) Absorption Trench, Bed or Pit
( ) Underground Dispersal
( ) Above Ground Dispersal
( ) Other -Describe:
( ) Evapotranspiration
( ) Sund Filter
( ) \fostewater Pond
NILL EFFLUENT BE DISCHARGED OIRECTL Y J NTO WATCRS OF TllE STATE?____] __ c __
n .. ,.._ ""·
...
"
• • I •• t • . .. .
.SOIL PERCOLl\TION TEST llESULTS: (To be completed by Registered Professional Engineer.)
Minutes ----per inch in hole No. 1
Minutes 1>er inch in hole No. 2
Minutes ___ per inch in hole No. 3
Minutes per inch 1n hole tlo._
Name, address and telephone of RPE who 1uade soil absorption tests :
~--~----~--
Name, address and telephone of RPE responsible for design of the system:
~-------~
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 aud furnished by the applicant or by the local health department for
purposes of the evaluation of the a.;>plication; and the issuance of the pcnuf.t .f$·subject to
such tenns and conditions as deemed necessary to insure compliance with rules and regulations
adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies
that all statements made, information and reports submitted herewith and required to be
submitted by the applicant are or wi 11 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
1n evaluating the same for purposes of issuing the permit applied for herein. I further under-
stand that any falsif1cation or misrepresentation may result in the denial of the application
or revocation of any pern1it granted based upon said application and in legal action for per-
jury as provided by law.
Date ___ Co_-_,_~_ .. _q.....;.'!. ______ Signed ~b kJ-l. · Q~
PLEASE DRAW AND ~CCURATE MAP 10 YOUR PROPERTY
---,---11---\~"'-( <.,
, . ·. ~' : . ;. ....
Page 3
. . . \ ~~ .. . ..
PLOT PLAN AND OESIGN FEATURES:
Include by measured d1 stance 1 ocation of wells, springs, po table water supply
lines, cisterns, buildings. property lines. subsoil drains, lake, water course,
stream, dry gulch and show location of proposed system by direction and distance
from dwelling or other fixed reference object, and additional submissions in
support of this application such as data, plans. specifications. statements and
co11111i tmen ts,
°5' /2 £ A ITIJ c #-iZ' b
PA.tfl ?hAIU ef ~ e1Rvu:.°'/
r age .,
...
----·----------
I . . • •
MlUAMS CANEL
BK 474. PC o
----............ ---------,
N8 •37•3~tE
z
0 -I f\! .....,
N ~ U'I :
~
(A
ex> ( CONCR£TE !"' HEADC,ATE 0 q
EIURIEO IRRIGAn~ ~
1
PRENOERC.AST /
SPION KOP DITCH
PARCEL 1
39.158 AC.:t
)
0\t"RHEAO
POW£R LINE
\
~rtUNE · "
l~ . (),JI~.
~!2;~%.f rr, ~6~· 24
sss·37•3s"w
·,
...
a·ASIS Of'
BEARING
t
N
821.74 '
697.34'
'
TIE TO. w .1/" src . 24
N27"03 ~g W 1816.U'.
Nas·29 ·4a"w
J7.0J
Jbflr' "
/ S T If t:. /'/I(. /./ w 17' Y\ You e '7 ;-
, .
Tl!r S fll(1<:4 so Th'4r· i,,vrc C4P-/?S°.5"/t:::.v
fl// 11 £) t:J/l,.-e.S-5 7
/v C ~fl /V li:'fA./ c-'1 S' .T? ...-c. /1 /I /£'-'9 c> FF 017
CborT r /10 ft 13 7
· .f _ COR.' SECT 24
soo·3a·o1"w
94.71'
SO 0 t9'JB"W
62.21'
J .
..
., .:.·~
~~
C.Pt /37
f~ j"fat..~~~;1,.()~y~ ...
/tJ II/ _a ~·, ~ .r~~ ~
4;(;3 "J::f~r ~ 33 ~-·
4_,2.;J ~ ~( ~ ...
~~~~
~ff-~~
-
F~No.
•GW8-:!5
APPLICANT
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203
(303) 866-3581
DIV. 5 CNTY. 23 WO 45 DES. BASIN
Lot: Block: Fiiing: Subdlv:
APPROVED WELL LOCATION
GARFIELD COUNTY
634
MD
ROB & SANDY CARTER
3379 E LAKESHORE DR
TALLAHASSEE FL 32312
SE 1/4
Twp SS
SW 1 /4 Section 24
RANGE 90 W 6th P.M.
DISTANCES FROM SECTION LINES
1150 Ft. from
3800 Ft. from
South Section Line
East Section Line
PERMIT TO CONSTRUCT A WELL
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDmONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules
2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well
Construction and Pump Installation Contractors in accordance with Rule 17.
3) Approved pursuant to CRS 37-92-602(3)(b)(ll)(A) as the only well on a tract of land of 35.059 acres described as
that portion of the SW 1/4 of Sec. 24, Twp. 5 South, Ang. 90 West of the 6th P.M., Garfield County, being more
particularly described on the attached exhibit 'A'.
4) The use of ground water from this well is limited to lire protection, ordinary household purposes inside one (1)
single family dwelling, the irrigation of not more than one (1) acre of home gardens and lawns and the watering
of poultry, domestic animals, and livestock on a farm or ranch.
5) The maximum pumping rate shall not exceed 15 GPM.
6) The return ftow from the use of this well must be through an Individual waste water disposal system of the
non-evaporative type where the water is returned to the same stream system in which the well is located.
7) This well shall be constructed not more than 200 feet from the location specified on this permit.
APPROVED
JD2
Receipt No.
S\allo Engln"r
0342266 DATE ISSUED
~b 1-s-ci3
CANCELLED
J&rff:;f -
SEE i
JAN 0 6 1993
.. ~;,Wt;~
EXPIRATION DATE JAN 0 6 IQO~
W_EJ,-5·Re<. •lb. .. '
3'1-M l COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Danver, Colorado 8~~'e'{;b1VED f\E.C'[:\\JtU ~
Application must
be complete where
applicable. Type or
print in BLACK
INK. No overstrikes
or erasures unless
initialed.
PERMIT APPLICATION FORM OEC 2 l '92 ~\ ;'9'2.
( V') A PERMIT TO USE GROUND WATER -· <,.
(·-"A PERMIT TO CONSTRUCT A WELL ·« _.,.,..,Jf'.'·•·· v-1 "'"iliJl !'lf..iOlJPC"K-V ........c. ........::¢~
FOR: (v{A PERMIT TO INSTALL A PUMP W~,'At~\.t<SIN£t!I ~--c~·
t.i}lO ~ti
:~~~~~CEMENTFORNO. _________ ,/c;; --;~~
WATER COURT CASE NO.---------/ ~ / '
(1) APPLICANT. mailing address
NAME Rob -+-Sa.111 d ~ Co.. ~ te 'A.,
STREET 33 79 E. LakcsJ,of!C.. '[)P,.·lle....
CITY Ml q hq 5.5,ee. , FL 3 Z3 I ::2
/ (5t1te) (ZIP)
TELEPHONE NO. CjCJ4 -3 8..5-'-/I 3/S
(2) LOCATION OF PROPOSED W_ELL
County Gar-J<el d
/SE. % of the 5 W
Twp. S 5, Ang. <j'D
%, Section _.::.~,__4 __
We~ 7 _ .. ~'-7-"_P.M.
\N,S) (E,WI
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpml / 5 qpM
Average annual amount of ground water J J -f
to be appropriated (acre-feet): oi:.n e.. --roo ,
Number of acres to be irrigated: 151 rY e...
Proposed total depth (feet): // 0 -je e -f
Aquifer·ground water is to be obtained from:
A-1/or-.·•N -fl<;f>,,fonV Cciro1y6"'
Owner's well designation _ _,C....,a"-"'~~+:...e=~=------
GROUND WATER TO BE USED FOR:
( I HOUSEHOLD USE ONLY· no irrigation (0)
(><(DOMESTIC (1) ( I INDUSTRIAL (5)
( I LIVESTOCK (2) ( ) IRRIGATION (6)
( I COMMERCIAL (41 ( I MUNICIPAL (81
( )0THER(91 ______________ ~
DET Al L THE. USE ON BACK IN ( 11)
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
Receipt No SLJ :2.. 2(.., I--------
Basin ------Dist.
CONDITIONS OF APPROVAL
This well shall be used in ,such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
;1 'J 11 /. ,I
17
APPLICATION APPROVED
----------------------! PERMITNUMBER--------------· (4) DRILLER
DATE ISSUED---------------·
Name __..C_._o,_,/-'-/-'-/ N...c....:::.S'----'LJ~.oB..:...• LI /CL.1 '.:....:!{c..+---
Street _t!:>~~~O_o __ fe~'-""-d_e_r_o~C.S=-9_,__ ___ _
EXPIRATION DATE-------------·
ci1y <Ofe".11.Jood 5vA:~ Co RI~ o} I (/-"''' ''fo.1 Telelfn~No. 9'LS-L/{)71 Lie. No. __ UJ"'--'3"--'-f+---
(STATE ENGINEER!
BY----------~·--------·
1.D. --~s~----COUNTY _.P.~3"'--___ 'f.___::~
!I
(5) Tl-IE LOCATION OF THE PROPOSED WELL and the area on
which the water will be used must be Indicated on the diagram below.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
(6) THE WELL MUST BE LOCATED-BELOW
by distances from section lines. •
/ISO It. from 5ou Tf+ + ... -+ -+ +-+-+-+-+ + (nor\h or \Outh)
sec. line
I .,. I
+ +· +
\ 3 g'()Q ft. from --'-~-"-',.q'-=.$"--T __ sec. line
(aiu ot w••t) + LQT ____ BLOCK ___ FILING • ---
4---1 MILE, 5280 FEET--. .>.,
+ + + + +
+ -l-. -1
I
J SUBDIVISION + I (7) TRACT ON WHICH WELL WILL BE
NORTH SECTION LINE -i--
+-NORTH+ '"" z
I
+----+--'" ~ +
\ LOCATED Owner: CARXF-~
f No. of acre. 3 .5: • 0 S "1 . Will this be
I
+-
I
+-
+
I
+
I
+-
•
. c -t-
• +-
- + -
:::;
! ;::
u
IU .. .... .. lL,
411'
!::
I : l~,lt
+x-~ -I ~------* + t
I
I
I
·I . I /JOCll
___ .,.,1,=~-~.,_,__•_+ --i-r-t
SOUTH SECTION LINE
I
the only well on this tracr? ___ 'J-'1-=e..=--S.__ __ _
(8) PROPOSED CASING PROGRAM
Plain Casing
_7__,_ __ in. from_+,.....,J~_=J!·J.<1.._/I ~ ft,
in. from ft. to' ft.
Perforated casing
0 in. from /10 ft. to /30 ft.
+
I
+
I
+ -+
I
+-+
-1-+
I
in. from ft. to ft. + +1-=====:...::.:.:.:::=====:::...::.:....'..'.:.:=::::==:...:..'.:.... I
-+ + -+-+
The scale of the diagram is 2 inches "" 1 mile
Each small square represents 40 acres.
--1-
WATER EQUIVALENTS TABLE (Rounded Figures)
An 1cre·foo1 covers 1 1cr1 of l1nd 1 foot dtep
1 cubic foot per second (ch) ... 449 g•llons per minute lgpml
A ftmily of 5 will r1Quir11ppro1C.im111lv 1 1cr1·foot of w1t1r per yHr.
1 1cr•foot ... 43,560 cubic feet ... 326.900 99Hon1.
1.000 gpm pump9d continuously for one d1y produces 4.421cre-fee1.
+
(9) FOR REPLACEMENT WELLSgivedistance
and direction from old well and plans for plugging
it:
/V f 14-
(10) LAND ON WHICH GROUND WATER WILL BE USEQ:
Ownerls): 'Robe:r-i-C:... a,.,,d ,$o.r.td'c9 I Ca,.+~ of acres: _ _,~=-S:----''--'O'-S_1~-
Legal description:
(111 DETAILED PE~CRIPT!ON of the use of ground water: Houtehold ute and dom11tic wells must indicate type of disposal
system to be used. lloti.se. bold) /a w__r._j ¥ Co~~ .. ..vi .:1-· w·~feY...~m .s:kC:.k-
tB""'~ ra.vcl-,. $.epf•c_ · ar1J.r W ·'I/ b~ _2.S.ed .
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Description of land on which used
=~...!:1-.:...;_1.!....!.-!.i____J...Lf' '0 0 ,...,. i-1 D CJ +c. S-1 0 -I fl 1 '\
r.·11-c~ ,L/-2()-Jt;l"f
ET FORTH HEREON IS
Use additional sheets of paper if n1ore space is fequired.
. o<. c f::.S
II '-I CF_
/ • k.cccpl1011 l~u. -----------_______________________ Recorder.
R~ortfcd at _________ o'clock ____ M., ____________________ _
WARRANTY DEED
TlilS DEED, Made this 12TH day of MAY
WILLIAM G. BULLOCK
of the said County of GARFIELD and State of COLORADO
ROBERT E. CARTER AND SANDRA J. CARTER
whose legal addreo i1 33 79 E. LAKESHORE DR. ,
TALLAHASSEE, FL 32312
or the said County of and State of FLORIDA
WITNESS, that the grantor, for and in consideration of the 1um of
consideration and ten
, 19 92 , between
, grantor, and
, grantoe1:
RECEIVED
AUG 5 '9'l
WATEll lWiOURCl!I
SfA1£ EllGINllll COID.
DOC FEE $15.00
good and valuable
DOLLARS, lhc receipt and aufficioncy of which i1 hereby
acknowlcd&ed, hat· granted, bargain<".d, 110\d and conveyed, tind hy thcte prucntJ doe1 gr11.nt, barga.in, .eJJ, convey and confirm, unto the
grantees, their heirs and usign1 forever, not in tenancy in common but in joint tenancy, all the real property, together with improvements,
if any, sicuatc, Jying and bcin& in the said County of GARFIELD and State of Colorado dc1eribcd u follows:
THAT REAL PROPERTY AS DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND MADE A PART
HEREOF. TOGETHER WITH, BUT WITHOUT WARRANTY, AND SUBJECT TO THE ACCESS EASEMENT
AS DESCRIBED IN EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF.
TOGETHER WITH, BUT WITHOUT WARRANTY THE FOLLOWING WATER RIGHTS:
VIRGINIA DITCH, PRIORITY NUMBER lllB -PRIORITY DATE 5/10/1877 .06 CFS
VIRGINIA DITCH, PRIORITY NUMBER 177 -PRIORITY DATE 4/20/1909 .114 CFS;
BOTH RIGHTS WILL RESULT IN .389 SHARES IN THE WILLIAMS CANAL CO.
GRANTOR HEREIN CONVEYS AN EASEMENT TO GRANTEE FOR THE PURPOSE OF WATER CARRIAGE
RIGHTS IN THE BOLAND LATERAL & VERTICAL DITCH PLUS CARRIAGE RIGHTS IN THE WILLIAMS
CANAL CO.
ii'in61d. '6f '11.tt!rl.' .<.lnri*l Isl
TOGE111ER with all and singular the hercditamentl and appurtcnanc~ thereto belonging, or in anywise appertaining, and lho rever1ion
and reversion•, remainder and remainder•, rents, i11ue1 and profita thereof, and a.II Lho cit.ate, right, titJe, intcremt, claim and demand what·
10evcr or the granlor, either in law or equity, of, in and to tho above bar&aioed prcmitc1, with the hercditamentl an4 appurtc:nan~•·
TO IlAVE AND 1·0 IlOLD Lhc iiaid prcmiscli above bargained and described, with the appurtenances, unto the grMtCCli, their heirs snd
assigns forever. And the grantor, for himsetr, his heirs, and personal representatives, docs covenant, grant, bargain, and agree to and with
the grantees, their heirs and assign•, that at the time of the ensealing and delivery of these presents, he is well acizcd of the prcmilCI above
conveyed, bu good, sure, perrcct, absolute and indefeasible catate of inheritance, in Jaw, in fee simple, and hu good right, full power and
lawful authority to grant, bargain, sell and convey the same in manner and form u aforeu.id, and that the same a.re free and clear from all
former and other grant.I, bargain1, aalea, lien•, taxes, u1e11ment1, encumbrancct and re1triction1 of whatever kind or nature 10ever, except
easements, restrictions, reservations and rights of way of record, or situate
and in use, and real property taxes for the year 1992, not yet dua or payable.
The grantor 1ha.ll and will WARRANTY AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable polilCllion
or the granteca, their heir• and aaaigns, against a.II and every per10n or pcraon1 lawfully claiming the whole or any pan thereof. The 1in1ular
number shall include tho plural, the plural the singular, and the use of any gender shall be applicable to all genders .
. ~"NESS WIIEREO , the g::tor ha1 executed this deed on tne_d_ate_ICt __ fo_rt_h_ah_o_v_e_. -----------------
WILLIAM
State of COLORADO
) Sii.
County or GARFIELD )
The foregoing instrument wo..s ,acknowledged before me this day of MAY ,19 92 .
BULLOCK
s/ n/ q s-: Witness my hand and orficial seal.
Slcwart Tltk al Glenwood Sprlnp .. Jllc Na. Sl201ffl2
No. fllA WARRANT\' DEED (ToJalnt Te111111nU)
..
EXHIBIT 11 A 11
A parcel of land situated in the SWl/4 of Section 24, Township 5 RfCEfV£D
South, Range 90 West of the Sixth Principal Meridian, County of
Garfield, State of Colorado, said parcel being mare JV.JG S'°"
particularly described as follows: ~
Commencing at the West Quarter Corner of said section 24, a BLH ";~~~-D' coca. Aluminum Cap in place;
thence s. 00 degrees 22'00" E. along the Westerly line of said
Section 24 (basis of bearing) 797.59 feet;
thence leaving said Westerly line N. 88 degrees 37, 35" E. 476.71
feet;
thence N. 01 degrees 22'25" w. 385.00 feet;
thence N. 88 degrees 37'35" E. 500.00 feet;
thence s. 68 degrees 10'26" E. 776. 72 feet to a point in the
oenterline of Canyon Creek, the True Point of Beginning;
thence s. 15 degrees 56'49" w. along said centerline 70.32 feet;
thence continuing along said centerline s. 00 degrees 38'07" w.
94.71 feet;
thence continuing along said centerline s. 08 degrees 19'36" w.
62.21 feet;
thence continuing along said centerline s. 15 degrees 17'23" w
157.65 feet;
thence continuing along said centerline s. 31 degrees 59'25" E.
84.80 feet;
thence continuing along said centerline s. 09 degrees 28'30" w.
83.43 feet;
thence continuing along said centerline s. 13 degrees 21'33" w.
95.06 feet;
thence continuing along said centerlines. 15 degrees 56'31" E.
204.58 feet to a point in a fenceline extended;
thence leaving said centerline N. 86 degrees 25'13" W. along a
fenceline extended and an existing fenceline 329.18 feet to a
point in the centerline of a 24.00' access road;
.
thence leaving said fenceline along said centerline along the arc
of a curve to the right having a radius of 206.79 feet and a
central angle of 05 degrees 57'23", a distance of 21.50 feet
{chord bears s. 13 degrees 07'21" W. 21.49 feet);
thence continuing along said centerline s. 16 degrees 06'03" W.
142.05 feet;
thence continuing along said centerline along the arc of a curve to
the right having a radius of 153.42 feet and a central angle of
105 degrees 59'52", a distance of 283.82 feet (chord bears
s. 69 degrees 05'59" w. 245.04 feet);
thence continuing along said centerline N. 57 degrees 54 feet 05"
W. 85.37 feet;
thence continuing along said centerline N. 64 degrees 46'23" w.
100.18 feet;
thence continuing along said centerline along the arc of a curve
to the left having a radius of 156.35 feet and a central angle
of 21 degrees 43'25", a distance of 59.28 feet (chord bears
N. 75 degrees 38'05" W. 58.93 feet);
thence continuing along said centerline N. 86 degrees 29'48" W.
37.03 feet to a point on the easterly edge of the existing
County Road No. 137;
thence leaving said centerline N. 85 degrees 27'52" w. 821.74 feet
to a point an the westerly line of said section 24;
thence s. 00 degrees 22'00" E. along said Westerly line 162.45 feet;
thence leaving said westerly line N. 88 degrees 37'35" E. 697.34 feet;
thence s. 82 degrees 02'08" E. 1364.09 feet;
thence N. 88 degrees 37'35" E. 300.00 feet;
thence S. 01 degrees 22'26" E. 400.00 feet;
thence N. 87 degrees 37'35" E. 321.22 feet ta a point on the Easterly
line of the SWl/4 of said Section 24 (whence the south quarter
corner of said section 24, a SLM aluminum cap, bears s. 02
degrees 14'35" E. 222.90 feet);
thence N. 02 degrees 14'35" w. along said Easterly line 1586.69 feet;
thence leaving said Easterly line s. 88 degrees 37'35" W. 862.92 feet;
thence N. 68 degrees 10'28" W. 77.07 feet to the True Point of
Beginning.
COUNTY OF GARFIELD
STATE OF COLORADO
~ 11 f ~hilo1 t A
I~ , ~ 3'1 J du u
cc-13"1 ,.,~.
f' s A
)'.5 ,0 .r)q
A
le-:,· c f' pol.V
,4
_..¥'· .·
EXHIBIT "B 11 RECEIVED
AUG 5'92
w ...
A 24.00 foot wide strip of land situated in the SWl/4 of section
24, Township 5 Squth, Range 90 West of the Sixth Principal
Meridian, County of Garfield, state of Colorado; said strip being
12.00 feet to each aide of the following described centerline:
commencing at the West Quarter corner of said Section 24, a BLM
Aluminum Cap in Place;
thence S. 42 degrees 37'33" E. 2007.16 feet to a point on said
c&nterline;
thence along said centerline along the arc of curve to the right
having a radius of 206.79 feet and a central angle of 05 degrees
57'23", a distance of 21.50 feet (chord bears s. 13 degrees
07'21" w. 21.49 feet);
thence continuing along said centerline S. 16 degrees 06'03" W.
142.05 feet;
thence continuing along said centerline along the arc of a curve
to the right having a radius of 153.42 feet and a central angle
of 105 degrees 59'52", a distance of 283.82 feet (chord bears
s. 69 degrees 05'59" W. 245.04 feet);
thence continuing along said centerline N. 57 degrees 54'05" w.
85.37 feet;
thence continuing along said centerline N. 64 degrees 46'23" W.
100.18 feet;
thence continuing along said centerline along the arc of a curve
to the left having a radius of 156.35 feet and a central angle
of 21 degrees 43'25", a distance Of 59.28 feet (chord bears
N. 75 degrees 38'05" w. 58.93 feet);
thence continuing along said centerline N. 86 degrees 29'48" w.
37.03 feet to a point on the Easterly edge of the existing
county Road No. 137, the Terminus (whence the West Quarter corner
of said Section 24 bears N. 27 degrees 08'59" w. 1816.93 feet).
,,
WRJ-5-Rev. 76 . :
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg .• 1313 Sherman St., Denver, Colorado 80203
. :·
PERMIT APPLICATION FORM
Application murt
be complete where
applicable. Type or
print in BLACK
INK. No overstrikes
or-erasures unless
initialed.
( vj' A PERMIT TO USE GROUNO WATER
( v1 A PERMIT TO CONSTRUCT A WELL
FOR: ( Y1°'A PERMIT TO INSTALL A PUMP
) REPLACEMENT FOR NO.---------
)OTHER---------------
WATER COURT CASE NO.---------
(1) APPLICANT· mailing address
NAME Bob ;.... 5aN d "{ Co.. 1-f-.,_ I'-.
STREET 33 7'1 E.. kkcsJ,olll!.. 'DR.:ve....
CITYNlahq.µcc, FL 3.:2312.
/ (St11te) (Zip)
TELEPHONE NO. C/04 -385-'-/ / 3({
(2) LOCATION OF PROPOSED WELL
County Gar-J;eld
/SE.. %ofthe 5 W
Twp. S .5, Rng. 'f{J
Y., Section ~ L/
IN.St
We~ 7 _..,{:, ... 7
_
11
__ P.M.
tE.WI
(3) WATER USE ANO WELL DATA
Proposed maximum pumping rate (gpm) / S °IP M
Average annual amount of ground water / J j
to be appropriated (acre-feetl: CiG n e. --roe ,
Number of acres to be irrigated: 0 rY e..
Proposed total depth (feet): // 0 -/ e e -f
Aquifer ground water is to be obtained from:
,4.1/ur••-V -/-1<.-t:>"fo,.,,1 Ccir1y1"' C~celC"' ,
Owner's well designation c;a ~+c fL.-
GROUND WATER TO BE USED FOR:
( I HOUSEHOLD USE ONLY· no irrigation (01
lxfDOMESTIC 111 ( I INDUSTRIAL (5)
( I LIVESTOCK (2) ( ) IRRIGATION (61
( ) COMMERCIAL (4) ( ) MUNICIPAL (8)
i0THER(9i ______________ ~
DETAIL THE USE ON BACK IN (11)
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
Receipt No sl.f 2. 2(,(,,
Basin ------Dist.
CONDITIONS OF APPROVAL
This well shall be used in ,such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
41 ")4;:, C-J'f
I j{). 1
/. 1 I //:_,r 5
.412. 1:1 3 J<;'<'('~
APPLICATION APPROVED
---------------------l PERMITNUMBER _____________ _
(4) DRILLER
DATE ISSUED--------------~
EXPIRATION DATE-------------
(STATE ENGINEER)
BY------------------~
LO. COUNTY -'-.fJ.~_3~ ___ L.f.:,.c~::::
(5) THE "LOCATION OF THE PROPOSED WELL and the area on
which the -ter will be used must be Indicated on the diagram below.
Use the CENTER SECTION (1 section, 640 1cres) for the well location.
+,,...;. -t--+ +--+--+-+-+ +
I ·;· -t~ 1 MILE, 5280 FEET • I I .. .
t + + + + + + + t
I
+ --l-NORTH SECTION LINE -+-+ I I
I I
.j-NORTH + ~ + ----+ -_,. + t )>
I
+
I
+
+-
I
+
I
-l-
' ::; .. .... z ..
0 m
c-+ ;:: I I
g + M u ' . .. .. I I Zi.-U~o .... .... ..
+-.. +----+ Iii + t 31:-x '
I I /JO~I
- + -I I -+k--t SOUTH SECTION LINE
+
--l-
I
+ + -l--l-+
I I I
+ +-+-+-+
The scale of the diagram is 2 inches• 1 mile
Each small 1qU11re represents 40 acres.
-l-
-+-
WATER EQUIVALENTS TABLE (Round.cl Figurn)
An •cre-foo1 covers 1 Kre of land 1 foot dnp
1 cubic foot per MCOnd lets) ... 449 gallons per minute lgpml
A family of 5 will require approxim1t1ly 1 acre-foot of water par v•ar.
I ecr•foot ... .Cl.560 cubic fMt .. , 326,900 pllons.
1.000 gpm oumped continuously for ona day produces •.42 •cre-fa11.
I
+
I
+
(10) LAND ON WHICH GROUND WATER WILL BE USED:
(6) THE WELL MUST BE LOCATEO-Bfil,QW .
by distances from section lines. -.
/ISD
3 g'80
ft. from .5ou IH-sec. line
(north or south I
ft. from -~l=f~7."4:':..$=T=_sec. line
(Nil or wed}
LOT ___ BLOCK ___ FILING • ---
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED Owner: ---------
No. of acres _________ . Will this be
the only well on this tr•ct7 ________ _
(8) PROPOSED CASING PROGRAM
Plain Casing
_7~ __ in. from + / ft. io /I __Q__ ft.
in. from ft. to ft.
Perforated casing
IP in. from /10 ft. to t 3 (j ft.
in. from ft. to i't.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
/V f-14-
Owner(sl: Rober-i-C. aNcf .$a.vch-c, .::r: L.o,.+'7!.otacres: _ _,3"'-S--',-'0_.S-"--9_,___
Leg.al descrjption:
(11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate typo of di1po11I
<'{stam to be urad. e c; ~ d .,..v <I-r...1a+e.--,·'\I -j.(J c.k-
..., .... ra.vc.1-.. or1k-bt::_ U!."'d .
(12) OTHER WATER RIGHTS used on this l1nd, including wells. Give Registration and Water Court Case Numbers.
Description of land on which used
'-"'-""--'-+--'-'--'--'-'--L2-" to ,.. .. 1-( 0 "'k_ S-1 0 -If f\
r.·11--.. ~ 4-2tJ-J<fl"I
(13) TH APPLICANT IS) STATE(S) THAT THE INFORMATION ET FORTH HEREON IS
TRUE TO T E BEST OF HIS NOWLEDGE.
Use additional sheets of paper if n1ore space is required.
-----~-~~~-·-----.----------
.,"!.'
••H•>-·~-~~-
' ",• 1
--' '~
., ''
·,;r. ....
'· ,,~·.:s
-!:.:-. '.'
. ·-··
;; :-:
.·~--·-" '~~;,;:J .
. -
AECc4Vto
OCTl 3'92
H01118: 385-4138 • Beeper: 298-2869
lo-s--°'2
'r •.
-~· J
.Y --~
.-.. ;
'-·~ .... _ .. ,_,
' .
'·
/: ~-· ' -~--
. ,.:i~'
'-·-"/ ~·
RECE:~VED
Best Copy Available OCTl 3'9'l
Rob Carter ee..rai eontrad-Or
PO. 13-0x 3147 • Tal/aharsee, Florida 32315 Home: 385·4138 • Beeper: 298:2869:
lo-$"-~2.
,.:·..: .. ~
·~ ., .
! .\.
1_
.,_. -
';~
.. . ,.
. . . '' ' .. '• ..
3.: ''. <;'.c: :': :}.:~~--~--.~~~;~"_::.;: _:+-+·'.~> ;, .. :~ r;s,:·;
... c :· .~ • ••. '
' .--: -~
·~ ... -'"
-~ .. : ,
'···' ... '
'·-· ~.: -'
"·
. ' ....... :.•::-:~ ,~f~.' .. •, ·~. ;,
··:,.
WRJ-~-Rev. 76 COLORADO DIVISION OF WATER RESOURCES
.·.
818 C•ntennl•I Bldg .• 1313 Sherm1n St., Danver, Colorodo 80203RECEIVED
PERMIT APPLICATION FOR~ ~ 5'92 .. Application must
be complel• wh•r•
applic.alJlo. Type or
prinl in BLACK
INK. No overstrikes
~rasutes unless
lnili•l•d.
I ) A PERMIT TO USE GROUND WATER
Ix) A PERMIT TO CONSTRUCT A WELL Wi>.lERRESOURCES
FOR: ( I A PERMIT TO INSTALL A PUMP Sir\TE tl~GlNEO!
l REPLACEMENT FOR NO. _________ COLO.
) OTHER----------------WATER COURT CASE NO. ________ _
11) APPLICANT· malling address
STREET 3379 E. Lakeshore Drive
CITY Tallahassee. FL 32312
lS\"•l tZ,p}
TELEPHONE NO. 904 385 4 l 38
12) LOCATION OF PROPOSED WELL
County r.
_ _,N,.;..._·~--" of 1he_~s ... w..__%, Section_~---
Twp. 5 _, Rng. 90 Wes.,!;__, _ .... 6c.o.t""h'--_P.M.
IN,11 II.WI
13) WATER USE J>:lllD WELL PATA
Proposed m1ximum pumping 1111 (gpm) _ ....... 1_5,_S~P"'m._ __
Aver1g.e annual 1moun1 of ground w•t•
to be •pproprl•tod (ouo·leet): l acre-foot
Numbar of acres 10 bl lrri91tad: ____ o_n_e _____ _
Proposed tot•I depth (feel): ___________ _
Aquif•r ground w•'•' Is 'o be obtained from:
Owner's well dHlgnatlon _.,._,..._....._ _______ _
:;
GROUND WATER JO BE USEP FOB:
( I HOUSEHOLD USE ONLY ·no irrigation (0)
I Xl DOMESTIC (1) l ) INDUSTRIAL (61
l I LIVESTOCK 12) I ) IRRIGATION (61
l ) COMMERCIAL (4) ( ) MUNICIPAL (81
I OTHER (91----------------
0ET AIL THE USE ON BACK IN ( 111
(4) DRILLER
Nam•--~C~a~l~l~1~·n~s~Ilur_1~·1.....,_J~i~n~g;---------
Street 0200 Pnnderosa
City Glenwood Soring~ ~O 81601
••••• iilpi
TelephoneN.J03-945-4079 Uc. No. __ 6~34...._ __
·.
FOR OFFICE use ONL y: DO NOT WRITE IN THIS COLU
~
Receipt No. 3 Y :r:z b 61 --------
Basin Oi,l. ~
CONQ!TIONS Of APPROVAL !
C..l <-J This well shall be used in such a way as to cause "'
no material injury 10 existing water rights. The J.,
Issuance of the permit does nut assure the applicant :h
that no iniury will occur to another vened water «>
right or preclude another owner ol a vested water
right from seeking relief in a civil court action.
APPLICATION APPROVED
PERMIT NUMBER _____________ _
OATEISSUEO ______________ ~
EXPIRATION DATE--------------
(STATE ENGINEER)
s-... 3 1.0. -----"------COUNTY ""'
'I
(5) THE LOCATION OF THE PROPOSED WELL 1d the 1re1 on
which tho water will bo u•ed mun be Indicated on the diagram below.
Us• th• CENTER SECTION 11 MCtlon. 840 1cres) lot th• woll tocation.
+ --t--+ -+--+--+-+ -+ --~
I !1---· · 1 MILE, 5280 FEET ----.. I I
t + + + + + + + +
I I • I I
-1-NORTH SECTION LINE + + --• -+ -I
I l I I
+-NORTH+ "'--+ ----+ -_ .. + t ! ~ ' ' .... l I I t I z .... ' 0 m
' • +-;:: n -1--t-. -+ . .. -u I i5 ..
I "' I I z I ....
"'
., c
+ I -i-~'---+· --+ z + t ----'"
I I I --I -• I +--+ -SOUTH S!CTION r1NE --1---+ I I I -I + + + + -1--!--+ +-+
I I I I I '
-1---+ -+ -+ -+ --t--+ -+--+
Tho sctlt of the dl1gr1m Is 2 Inches • 1 mil•
Each 1m1ll 1nu1r1 represents 40 1cr11.
WATER EQUIVALENTS TABLE 1Round9d Figures)
An ecr1·f,oot cov1r1 I 1cr1 of land J loot dHP , ~,
1 cubic foot per 1econd tc::hl ••. 441 gallonl Pit minu11 lt~ll
A lamilY of 5 will requir1 appro11imli11ly 1 acr1·foo1 ol wa1e; per v1•r.
t &er•·fOO' ... •l.560 cubic •••' ... 326.900 .. 11on1.
1,000 gpm PUmP9d con1inuou1ly lor one day P1oduc11•.421c:r1·l111.
110) LANQ ON WHICH GBOVNQ WATER WILL BE USED;
Owner(,,: Robert E and Sandra J Carter
le~1I description:
(6) THE WELL MUSJ BE LOCAT60 Bli1...QW
Uy diiaa11cus frcun scc1itJn lines. .·,
1.57S" It. lrom So. oi """-r~. HC. lioe I (norl or 1ou111•
11 5 8.:>-11. from E ~ W e.5 -(sec. line
•1'~ ot wan)
LOT BLOCK FILING•
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED Owner: Caz:teI:
No. of acres 3 8 -0 5 9 Will this be
35.139 -the county roaa=35 OS9
lh• onlv well on 1hi5 Ira.ct? Ye S '
(8) eBOPO:!EQ CASIN!;i PBQGBAM
Plain Casing Steel Casing
7 in. fron1 1 ft. to l l Q ft.
in. from ft. to ft.
Parfora1ed cai.ing
in. learn It. to ft.
in, from ft. to ft,
(9) FOR REPLACEMENT W!;!.LSgivedi111nc1
and direc1ion train otd we1l 1nd plans tor plugging
ii: .
..
No. ol .ere.: --"3.=5:..·:..0::..::5..:9 ____ _
(11) OETAILEQ QESCBIPT!ON ol tht uso of ground water: Household use ind dom11tic wells must Indicate typl of di1po1a.I
1y1tem to be used. HoysehOld.lawn. and garden
Seotic tank wiJJ be 11sed
(12) OTHER WATER BIGHTS used on this land, including wolll. Give Registra1ion ancl Wa1cr Coull Case Numbers.
Type or right U11dfor(purpo11) Irrigation Oe1criptionoflandonwhichu11d Pasture
Virginia Ditch; Priority jlJJB prj grj ty DitQ 5/1 Q/1 677 QQ CF5
''ir~inii Dit~b Prigritv 117 Prierity 4 1 20 1 1909 114 CF~
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
T UE TO THE BE T OF HIS KNOWLEDGE.
6.
Use 1ddition1I sheets of paper II n101e space is 1equired.
Scott Mcinnis & Associates, P.C.
Scou Mcinnis
Paul H. Metzger
Colleen Truden
Associated with:
Epslein & Lawrence, P.C.
Attorneys at law
Denver, Colorado
Attorneys at law
526 Pine Street
Glenwood Springs, Colorado 81601
August 3, 1992
Colorado Division of Water Resources
818 Centennial Building
1313 Sherman Street
Denver, CO 80203
Dear Sir/Madam:
RECEIVED
AUG 5•92
WATER RESOURCES
STATE ENGINEER
COLO.
Glenwood Springs Office
303-945-0132
Fax 303-945-4955
Denver Office
1-BIXH77-0035
Please find enclosed a Permit Application Form with attached Warranty Deed
and survey which this office is filing on behalf of the applicant, Rob Carter. A check
in the amount of $60.00 to cover the application fee is also enclosed.
Per telephone conversation with your office it is my understanding that given
the particular location of the proposed well the specification of a particular aquifer is
unnecessary and the space for such designation has thus been left blank.
We appreciate your processing this application and ask that you feel free to
contact this office with any questions or concerns you may have.
PHM:bd
Enclosure
cc: Mr. Bill Bullock
Mr. Rob Carter
Sincerely,
llt 'JI~
Paul H. Metzger
-' .. ·-'" /.....,..,...· ... ~ ......... "
: . ::\"; lr"""
- . lilllllk• . . ' . ;;.(' . : . .,--~ .. .._ ' .
In The Hotel Colorado
.-
OFFICE OF THE STATE ENGINEER
Division of Water Resources
Department of Natural Resources
>
1 31 3 Sherman Slreet, Room 818
Denver, Colorado 80203
Phone 1303) 866-3581
FAX (303) 866-3589
Rob Carter
3379 E. Lakeshore Drive
Tallahassee, FL 32312."'
-~
Dear Mr. Carter:
STATE OF COLORADO
September 9, 1992
RE: Receipt No. 342266 -
# •. Q!C~
• • • • .. ,,76 ..
Roy Romer
Covei-nor
Ken Salazar
Execu1ive Director
Hal D. Simpson
State Engineer
The enclosed application for a permit to construct a well is being returned to you. A review
of our records indicate that a permit has been previously issued to Mr. William Bullock for a tract
of land that includes your parcel. This permit was issued as "the only well " and precludes the
issuing of an additional permit. I have included a copy of Mr. Bullock's permit for yvur referral.
As Mr. Bullock indicated at the time of his application that he had 74.33 acres, it may be
possible that he would be able to receive a new domestic permit for his existing well using a re-
configured acreage. A determination can be made only after an application has been submitted to
this office.
Additionally, the submitted application should be corrected in block 2 to show the complete
township as 5 south and the distances of the well location from the section lines listed in block 6
should be corrected (1575 feet north of south line?).
For assistance regarding any questions you might have, please feel free to contact either Mr.
Dwight Whitehead in the Glenwood Springs office (945-5665) or this office' at the letterhead
address.
enclosures
cc: Dwight Whitehead, Division 5
Paul Metzger, Scott Mcinnis & Associates
.. ~
Sincerely
_ :.::-_ II }'~ i' '-A-/!' ) -,l
\ I . . ,_,. . '·
D. William McCaw
Engineering Technician
/ /
STATE OF COLORADO
OFFICE Of THE STATE ENGINEER
Division or Water Resources
Department of Natural Resources
1 313 Sherman Street, Room 818
Denver, Colorado 80203
Phone (303) 866-3581
FAX (303) 866-3589
Paul H. Metzger
Scott Mcinnis & Associates, P.C. ·
526 Pine Street
Glenwood Springs, CO 81601
December 8, 1992
RE: Application Receipt No. 342266,
Rob and Sandy Carter
Dear Mr. Metzger:
RoyRol'Jle'r
Gover110r
Ken Salazar
Executive Director
H;i.I D. Simpson
St.ate Engineer
This application for a permit to construct a well is being returned for additional information
and/or correction. The requested information is required before the application may be evaluated
further. All corrections and/or additions made to the application form must be typed or printed
in BLACK INK and dated and initialed by the applicant. or the authorized agent of the applicant.
When this application was previously revised, it appears item #7 on the application was
inadvertently left blank. Please have the applicant complete all items in this section. It appears
the size of the parcel to be claimed is 35.059 acres. (35.139 acres minus the right-of-way of the
county road equals 35.059 acres.) If someone other than the applicant is to make this
amendment, then please submit a letter of authorization from the applicant.
I have received an application from the adjoining property owner, Mr. Bullock, to amend
the legal description of his parcel so it will not overlap the legal description of the 35.059 acre
parcel designated by this application. With the required change to the legal description of Mr.
Bullock's permit, and the completion of item #7 on this application, we should be able to
proceed with the evaluation of this application.
Please review this letter and use it as a check list to ensure that all items discussed above
have been adequately addressed, corrected, and/or clarified. This will help expedite the
evaluation and processing of the returned application. When resubmitting this application, please
send it to my attention at the address on the letterhead. As soon as this information is received
on my desk, I will merge it into the applications currently being reviewed.
-=
..
Paul H. Metzger
December 8, 1992
Page 2
Thank you for your cooperation. If you have any questions, please contact this office
and reference this letter and the above receipt number.
/jd
Enclosure(s)
Sincerely,
Jeff Deatherage
Engineer
Jim and Lisa Craig June 21, 2016
P.O. Box 6046
San Ramon, CA 94583
Via Email – jim.craig@chevron.com , lmcraig@me.com
RE: 1546 County Road 137 – Existing Well Water Quality Analysis
Dear Jim and Lisa:
At your request, Resource Engineering, Inc. (RESOURCE) analyzed the water quality of an existing well at
your home near Glenwood Springs located at 1546 County Road 137 in Garfield County. This letter report
presents the technical analysis of the water quality.
WATER QUALITY
A water sample for the existing well was obtained by RESOURCE on May 11, 2016 during a well pump
test. The sample was shipped by overnight delivery under proper chain of custody to Colorado Analytical
Laboratories, Inc. (results attached). In accordance with the criteria established by the Garfield County
Land Use and Development Code, the well was tested for inorganic compounds including metals,
coliform, alkalinity, corrosivity, hardness, pH, total dissolved solids, and radionuclides.
The attached results indicate that the well water meets the basic EPA primary and secondary drinking
water standards with the following exception, the presence of Total Coliform and E. coli. Due to this
positive result, RESOURCE subsequently sampled for Total Coliform and E. coli at the house
(pretreatment) and inside the house (post filtration treatment). Results were again positive for Total
Coliform, but negative for E. coli. The EPA primary drinking water standard for Total Coliform and E. coli
is zero for 100 mL of water.
The water quality results also show several parameters that result in taste and aesthetic issues related to
hardness. The well water hardness is 167.5 mg/L, which is considered hard. The hard water can cause
scale to build up in boilers, water heaters, and on water fixtures, and lessen effectiveness of soaps.
Although the water is hard, it is also slightly corrosive and could result in long term corrosion of metal
pipes and fixtures. Hardness is typically treated if greater than 200.0 mg/L
Additional information on Total Coliform and E. coli and treatment recommendations are presented below.
Total Coliform and E. coli
Coliform bacteria include a large group and many types of bacteria that naturally occur throughout the
environment and are common in both soil and surface water. Most types of coliform bacteria are
harmless to humans, but some can cause mild illness and even fewer can lead to waterborne disease.
The presence of coliform indicates that a contamination pathway exists between a source of bacteria
(surface water, animal waste, septic system, etc.) and the water supply. E. coli is a single species within
the fecal coliform and occurs only in fecal matter from humans or other warm -blooded animals. Fecal
contaminated water is a common cause of gastrointestinal illness, including diarrhea, dysentery, ulcers,
fatigue, and cramps.
Based on field observations, the probable contamination pathway is the on the neighboring horse pasture
adjacent to and up gradient of the well. According the Division of Water Resources database, the well is
only 50 feet deep (with a static water level at 30 feet) and is primarily constructed in boulders, gravel and
overburden (high infiltration rate) for the first 30 feet. Coliform bacteria is much more common in springs
and in shallow wells compared to deeper wells as the bacteria is filtered out by soil and rock as surface
Jim and Lisa Craig June 21, 2016
Page 2
water infiltrates the ground. The presence of Total Coliform indicates that the groundwater supply is under
the influence of surface water.
Based on the in-house results, it would appear that the current level of filtration is insufficient.
Microfiltration (average pore size of 0.1 micron) has been found to have moderate effectivenes s in
removing bacteria and ultrafiltration (average pore size of 0.01 micron) or higher level of treatment is
required. Disinfection (i.e. chlorine or ultraviolet light) will also treat bacteria. Shock chlorination of the
well is also often utilized for treatment; however, contamination could occur again over time.
CONCLUSION
The laboratory results for the water quality analysis indicate that the water meets all primary and
secondary drinking water standards with the exception of Total Coliform and E. coli. The well water quality
is suitable for domestic uses and outside irrigation with additional treatment such as ultrafiltration or
disinfection.
Please call if you have any questions or need additional information.
Sincerely,
RESOURCE ENGINEERING, INC.
Eric F. Mangeot, P.E.
Water Resources Engineer
EFM/1455-1.0
Attachments
~Colorado
• ~ Analytical
LABORATORIES, INC.
Report To: Daniel Roper
Company: Resource Engineering, Inc.
909 Colorado Avenue
Glenwood Springs CO 81601
Task No.: 160512080
Client PO: 1470-1.0
Client Project: 1470-1.0
Customer Sample ID 1470-1.0
Sample Date/Time: 5/11/16 10:00 AM
Lab Number: 160512080-01
~est Result
Chloride 0.8 mg/L
Fluoride 0.32 mg/L
Nitrate Nitrogen 0.14 mg/L
Nitrite Nitrogen 0.10 mg/L
Specific Conductance 384 umhos/cm @ 25c
Sulfate 36.1 mg/L
Total
Arsenic < 0.0006 mg/L
Cadmium < 0.0001 mg/L
Calcium 55.2 mg/L
Copper 0.0026 mg/L
Iron 0.153 mg/L
Lead 0.0003 mg/L
Magnesium 13.9 mg/L
Manganese 0.0069 mg/L
Sodium 1.7 mg/L
Sodium Adsorption Ratio < 0.1 units
Total Hardness 194.9 mg/L as CaC03
Uranium
Zinc
Abbreviations/ References:
ML = Minimum Level = LRL = RL
mg/L = Milligrams Per Uter or PPM
ug/L = Micrograms Per Uter or PPB
mpn/100 mis= Most Probable Number Index/ 100 mis
Date Analyzed = Date Test Completed
0.0011 mg/L
0.004 mg/L
Method
EPA 300.0
EPA 300.0
EPA 300.0
EPA 300.0
EPA 120.1
EPA 300.0
EPA200.8
EPA200.8
EPA 200.7
EPA 200.8
EPA200.7
EPA 200.8
EPA 200.7
EPA 200.8
EPA 200.7
Calculation
SM 2340-B
EPA 200.8
EPA200.8
Analytical Results
TASK NO: 160512080
Bill To: Daniel Roper
Company: Resource Engineering, Inc.
909 Colorado Avenue
Glenwood Springs CO 81601
Date Received: 5/12/16
Date Reported: 6/7/16
Matrix: Water-Drinking
ML I Date Analyzed I
0.1 mg/L 5/12/16
0.09 mg/L 5112/16
0.05 mg/L 5/12/16
0.03 mg/L 5/12/16
5 umhos/cm @ 25c 5/12/16
0.1 mg/L 5/12/16
0.0006 mg/L 5/19/16
0.0001 mg/L 5/19/16
0.1 mg/L 5/18/16
0.0008 mg/L 5/19/16
0.005 mg/L 5/18116
0.0001 mg/L 5/19/16
0.1 mg/L 5/18/16
0.0008 mg/L 5/19/16
0.1 mg/L 5/18/16
0.1 units 5/19/16
0.1 mg/L as CaC03 5/19/16
0.0002 mg/L 5/19/16
0.001 mg/L 5/19/16
DATA APPROVED FOR RELEASE BY
Analyzed By
MBN
MBN
MBN
MBN
MBN
MBN
TCD
TCD
ICP
TCD
ICP
TCD
ICP
TCD
ICP
ICP
ICP
TCD
TCD
240 South Main Street I Brighton, CO 80601-0507 I 303-659-2313
Mailing Address: P.O. Box 507 I Brighton, CO 80601-0507 I Fax: 303-659-2315
Page 1of2
160512080
1 1 1
~Colorado
• ~ Analytical
LABORATORIES, INC.
Report To: Daniel Roper
Company: Resource Engineering, Inc.
909 Colorado Avenue
Glenwood Springs CO 81601
Task No.: 160512080
Client PO: 1470-1.0
Client Project: 1470-1.0
Customer Sample ID 1470-1.0
Sample Date/Time: 5/11/16
Lab Number:
~est
Bicarbonate
Calcium as CaC03
Carbonate
Langelier Index
pH
Temperature
Total Alkalinity
Total Dissolved Solids
Abbreviations/ References:
ML = Minimum Level = LRL = RL
mg!L = Milligrams Per Uter or PPM
ug/L = Micrograms Per Uter or PPB
160512080-01
10 :00AM
Result
204.4 mg/L
137.8 mg/L
< 0.1 mg/L
-0.04 units
7.44 units
20 •c
167.5 mg/Las CaC03
230 mg/L
mpn/100 mis= Most Probable Number Index/ 100 mis
Date Analyzed= Date Test Completed
Analytical Results
TASK NO: 160512080
Bill To: Daniel Roper
Company: Resource Engineering, Inc.
909 Colorado Avenue
Glenwood Springs CO 81601
Date Received: 5/12/16
Date Reported: 6/7/16
Matrix: Water -Drinking
Method ML Date Analyzed I Analyzed By I
SM 2320-B 0 .1 5/16/16 MBN
SM 3111-B 0.1 5/19/16 ICP
SM 2320-B 0.1 5/16/16 MBN
SM 2330-B 5/20/16 SAN
SM 4500-H-B O.Q1 5/12/16 MBN
SM 4500-H -B 1 5/12/16 MBN
SM 2320-B 0.1 5/16/16 MBN
SM 2540-C 5 5/16/16 ISG
DATA APPROVED FOR RELEASE BY
240 South Main Street I Brighton, CO 80601-0507 I 303-659-2313
M ailing Address: P.O. Box 507 I Brighton, CO 80601-0507 I Fax: 303-659-2315
Page 1of2
160512080
11 1
~Colorado
• ~ Analytical
LABORATORIES, INC.
Report To: Daniel Roper
Company: Resource Engineering, Inc.
909 Colorado Avenue
Glenwood Springs CO 81601
Task No.: 160512080
Client PO: 1470-1 .0
Client Project: 1470-1.0
Analytical Results
TASK NO: 160512080
Bill To: Daniel Roper
Company: Resource Engineering, Inc.
909 Colorado Avenue
Glenwood Springs CO 81601
Date Received: 5/12/16
Date Reported: 6/7/16
Matrix: Water -Drinking
I Lab Number !customer Sample ID Sample Datemme I Test Result Method Date Analyzed
160512080-018 1470-1.0
Abbreviations/ References:
Absent = Coliform Not Detected
Present = Coliform Detected -Chlorination Recommended
Date Analyzed = Date Test Completed
5/11/16 10 :00 AM Total Coliform
E-Coli
SM = "Standard Methods for the Examination of Water and Wastewater"; APHA; 19th Edition; 1995
Present
Present
SM 9223
SM 9223
DATA APPROVED FOR RELEASE BY
240 South Main Street I Brighton, CO 80601-0507 I 303-659-2313
Mailing Address: P.O. Box 507 I Brighton, CO 80601-0507 I Fax: 303-659-2315
Page 1of2
5/13/16
5/13/16
160512080
1/1
-1-MZEN -
Hazen Research, Inc.
4601 Indiana Street
Golden, CO 80403 USA
Tel : (303) 279-4501
Fax : (303) 278-1528
Colorado Analytical Laboratories, Inc.
Stuart Nielson
P.O . Box 507
240 South Main Street
Brighton, CO 80601
DATE June 20, 2016
HRI PROJECT 009-616
HRI SERIES NO E184/16
DATE REC'D. 5/17/2016
GUST. P .O .# None Rec 'd
REPORT OF ANALYSIS
SAMPLE NO. E184/16-1
SAMPLE IDENTIFICATION: 160512080-01C 1470-1 .0-sampled on 05/11/2016@ 1000 by Danile Roper
DETECTION ANALYSIS
PARAMETER RESULT LIMIT METHOD DATE
Gross Alpha (+-Precision•), pCi/I (T) 0.5(+-0 .7) 1.4 SM 7110 B 6/16/2016
@ 1643
Gross Beta (+-Precision•), pCi/I (T) 0.0(+-2.2) 2 .3 SM 7110 B 6116/2016
@1643
ANALYST
LO
LO
Certification ID's : CO/EPA C000008; CT PH-0152; KS E-10265; NJ C0008; NYSELAP (NELAC Certified) 11417; RI LA000284;
WI 998376610, TX T104704256-15-6
•variability of the radioactive decay process (counting error) at the 95% confidence level, 1.96 sigma .
Report may only be copied In lls entirety.
Results reported herein re late only to discrete samples submitted by the client. Hazen Research,
Inc. does not warrant that the results are representative of anything other than the samples that
were received in the laboratory.
CODES : (n =Total (D) = Dissolved (S) = Suspended (R) =Total Recoverable
(PD) = Potentially Dissolved < = Less Than
An Employee-Owned Company
Page 1 of 1
Rrport To Information
Company Namr:?J., ... r4 };~·"""1"~
Conlacl l'iamr: DAll'\,lf ?o 1'1"t/""'
I
Addrrss: tf t:J if Jr~ A-e-E
a~.,t f//11'-SJ c 0 f' /~o( •
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Email:
SamDlcr ~amr:
Drinking Water Chain of Custody
Bill To lofonnatloo (If different from report to)
Company Name: ___________ _
Conlad Name: ____________ _
Addrrss:
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PO~o.:
Stair Form I Project Information
PWSID:
Syslrm Name:
Addrrss:
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Send l'orms lo Stair: Va 0 No
·~Colorado • ~Analytical
LABORATORIES, INC.
Brighton Lab
240 South Main Street
Brighton, CO 80601
Lakewood Lab
12860 W. Cedar Dr, Suite IOOA
Lakewood CO 80228
Phone: JOJ-<i59-2313
Fax:JOJ-<i59-2315
www.c:oloradolab.com
CAL Task No.
160512080
PHASE I, II, V Drinking Water Analyses (check analysis) I Subcontract Analyses
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STANDARD BACTERIOLOGICAL WATER TEST
SNOWMASS WATER & SANITATION DISTRICT
P.O. BOX 5700 -SNOWMASS VILLAGE, CO 81815 ~ ~
PWS 10# J'{ZIJ ~/# 0 Sample Location P: /rif'EfL" fil1&f-e
SAMPLEF.KENj I~#( /H_b (.V(!!J{ OAT~//.S 116 TIME '1_!__ /1AME OF SUPPLY I<~
cou~ SAMPLER MJ IE CHLORINE RESIDUAL __ MGJL
( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY
( ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER
~ l OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE
~PRIVATE ( ) SPECIAL PURPOSE SAMPLE
''NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL BE DISCARDED .
SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS.
STANDARD BACTERIOLOGICAL WATER TEST
SNOWMASS WATER & SANITATION DISTRICT
P.O. BOX 5700 -SNOWMASS VILLAGE, CO 81815
PWS10# /'flo-/o samp1eLocatlan £He' //q-_<e
SAMPLE TaEN:"' 11 , 45~ , s 4-6 ~,,
OAreh'..S',f .6 TIME_~ __ NAME OF SUPPLY J-k2:t; e
couNnG~ SAMPLER /A:J[f' CHLORINE RESIDUAL __ MGIL
( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY
( ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER t ) OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE
~ PRIVATE ( ) SPECIAL PURPOSE SAMPLE
-NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE Will BE DISCARDED.
SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS ANO DEFINITIONS ,
~ UNSUITABLE O e FOR TEST
RESULTS
ANALYST/START
ANALYST/FINISH
COLILERT 18·hour tMt
COLIFORM
E.COLI
ABSENT ,~
~ PRESENT
LT2 Rule
COLIFORM MPN ----------
E.COLI MPN ----------
DON~ WRITE IN THIS SPACE
DATE (; /{5;.tta TIME 1 l '-15
DATE 6 ! tS> r' TIME 1s: ZS'
RESULTS GREATER THAN ONE COLIFORM
PER 100 ML INDICATES NON.COMPLIANCE WlTH
MINIMUM DRINKl:='2'rDARDS
BOTTLE#: ~ /)_
ANALYST/START ~ UNSUITABLE O
FOR TEST
ANALYST/FINISH
RESULTS
COLILERT 111-hou r lest
RECE IVED
ON TEST
COLIFORM
E.COLI
ABSENT ~ ~ PRESENT
LT2 Rule
COLIFORM MPN ----------
E.COLI MPN ----------
DO NOT WRITE IN THIS SPACE
DATE w_b 5 A{R T IME l l q 5
OATE b!fr-'i6 TIME /~~ ~
RESULTS GREATER THAN ONE COLIFORM
PER 100 ML INDICATES NON.COMPLIANCE WITH
MINIMU M DRINKING~R STANDARDS
BOTTLE#· 01-=
RECEIVE D
ON TEST
' . I
E
EXISTING BLM M.UMINUM_~APS
-...
VEY IS A BEARING OF.· .
WEST QUARTER CORNER AND THE
N 24.
I
I' I
i ! '
I
I
I
·' ._ __ ,·~::·yf:;!f ~
i < ·'~ :;.:_
.•
! -•~;·. " ....
., ....
..
, '·;_ ~m-------
--~·:4~-~~~;.;~,::~~~~;-:~ ~
" -_.--,
W1/16 SECT. 24
1-1/2" ALUM. CAP
FOUND
1299.65'
'1. . -..;.._.,,,;; .. '
I-s as·3r32· w
~------
.. .. ; """1299.35' .. (~9/~f
., ·_ fj55(1tf) \ . -~-"'\'
--:r:~--:--· -. -~---·-.
W1/4 SECT. 24
·3" ALUM. CAP
FOUND
::-~--··:~·':.:-~-/
I
' :1-.•
I
· · ;h. ,~~·'~·.:•Jo.CM-Gr.J!i.~-' .... •.·.·· ..
N88'37'35"E ..,. .Ir .• · .•• '--'-• • ..._. . . ~·-~~~;;;,..;;,,~ . ·.::__::--,,,_,,:. :.'."1i.. .. ;;,.·'. . ~ . -~~ ~ .
.... ~~:::.:....:::::...:.--1-.:::::::.:::~-Hr...i.
.-..... _ .. ,_
.... --:':? ._... '~-. :~~--~ '~---'~~ ..... -,
N88'37'35"E 4 76. 71'
WILLIAMS CANEL
BK 474, PG 44
z
0 -,_;
"' r-.i
U1
i.
~
!J'
8.
BURIED IRRIGATION
PIPE LINE
N85'27'52"W
I
~
~CR€lE
( HEAOC.ATE
821.74'
\
I
)
S88'37'35"W 697.34'
,·
.. . .
·.' .. ,.
. :· ....
BASIS OF
BEARING
SW COR. SECT 24
3" ALUM. CAP
FOUND
CURVE· 1
Cl
C2
"1
S58. To· <e·'t
REBAR & CAP
PLS 16842
SET (TYP.)
S15'56'49"W
70.32'
N88'37'35"E 862.92'
PRENDERGAST/
SPION KOP DITCH
PARCEL 1
39.158 AC.±
COUNTY ROAD
f137
S00'38'07"W
94.71'
S08'19'38"W
62.21'
01/ERHEAD
POWER LINE
\ • a . . . . .1/3
TIE FROM W 1/4 SEC. 24 \
S42'37"JJ"E 2007.16' \
TIE TO W 1/4 SEC. 24
N271l8'59"W 1816.93' \
N86'29'48"W
37.03' ACCESS ROAD
N64'46'23"W
100.18
N57'54'05"W
85.37'
329.18'
N86'25'13"w
Sl 6'06'03"W
142.05
77.07'
CANYON CREEK
S15'17'23"W
157.65'
S09'28'30"W
83.43
1364.Qg'
\ a
\
2686.41'
s 87'16'04" w
RADIUS I LENGTH I TANGENT I CHORD I BEARING
206.79' 21.50' 10.76' 21.49' S13'07'21 "W
153.42' 283.82'
. 203.58' 245.04' S69'05'59"W .
1r• •r 59.28' 30.00' 58.93' ·N75'38'05"W
-----
I
WITNESS CORNER
130.00'
PARCEL 2
35.139 AC.±
300.00'
S88'37'35"W
DELTA
05'57 23"
105'59T52
21'43· 25
z
~g
I'.) 0 "'. ·o "'o OI • • :f!
WITNESS
-U1
to
Ol
Ol
'°
CORNER 300.010'
321.22'
S88'37'35"W
51/4 SfCT. 24 ~
3" ALUM. CAP
FOUND
'
BLM
--·_·-·-.-:--.
S 02"41'35" E
222.90'
I ,,
''ii'
II
I!
I
.f.-.:C...:~-
~ '__,,,
.. ..----~-= "--..
I I
.;
THE 6TH P.M. PROPERTY DESCRIPTION /)35)101
...... ,. .........
..
PARCEL 1
A PARCEL OF LAND SITUATED IN THE SWl/4 OF SECTION 24, TOWNSHIP 5
SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 24, A BLU
ALUMINUM CAP IN PLACE; THENCE S 00'22'00" E ALONG THE WESTERLY
LINE OF SAID SECTION 24 (BASIS OF BEARING) 797.59 FEET TO THE TRUE
POINT OF BEGINNING; THENCE LEAVING SAID WESTERLY LINE
N 88'37'35" E 476. 71 FEET; THENCE N 01'22'25" W 385.00 FEET;
THENCE N 88'37'35" E 500.00 FEET; THENCE S 68' 10' 28" E 776. 72
FEET TO A POINT IN THE CENTERLINE OF CANYON CREEK; THENCE
S 15' 56' 49" W ALONG SAID CENTERLINE 70. 32 FEET; THENCE CONTINUING
ALONG SAID CENTERLINES 00'38'07" W 94. 71 FEET; THENCE CONTINUING
ALONG SAID CENTERLINE s 08' 19'38" w 62.21 FEET; THENCE CONTINUING
ALONG SAID CENTERLINES 15'17'23" W 157.65 FEET; THENCE
CONTINUING ALONG SAID CENTERLINES 31'59'25" E 84.80 FEET; THENCE
CONTINUING ALONG SAID CENTERLINES 09'28'30" W 83.43 FEET; THENCE
CONTINUING ALONG SAID CENTERLINES 13'21'33" W 95.06 FEET; THENCE
CONTINUING ALONG SAID CENTERLINES 15'56'31" E 204. 58 FEET TO A
POINT IN A FENCELINE EXTENDED; THENCE LEAVING SAID CENTERLINE N
86'25' 13" W ALONG A FENCELINE EXTENDED AND AN EXISTING FENCELINE
329. 18 FEET TO A POINT IN THE CENTERLINE OF A 24. 00' ACCESS ROAD:
THENCE LEAVING SAID FENCELINE ALONG SAID CENTERLINE ALONG THE ARC
OF A CURVE TO THE RIGHT HAVING A RADIUS OF 206. 79 FEET AND A
CENTRAL ANGLE OF 05' 57' 23·~ A DISTANCE OF 21. 50 FEET (CHORD BEARS
S 13'07'21" W 21.49 FEET); THENCE CONTINUING ALONG SAID
CENTERLINES 16'06'03" W 142.05 FEET; THENCE CONTINUING ALONG
SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 153.42 FEET AND A CENTRAL ANGLE OF 105'59'52", A
DISTANCE OF 283.82 FEET (CHORD BEARS S 69'05'59" W 245.04 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE N 57'54'05" W 85.37 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE N 64'46'23" W 100. 18
FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A
CURVE TO THE LEFT HAVING A RADIUS OF 156.35 FEET AND A CENTRAL
ANGLE OF 21'43'25", A DISTANCE OF 59. 28 FEET (CHORD BEARS
N 75'38'05" W 58.93 FEET); THENCE CONTINUING ALONG SAID
CENTERLINE N 86'29'48" W 37.03 FEET TO A POINT ON THE EASTERLY
EDGE OF THE EXISTING COUNTY ROAD NO. 137; THENCE LEAVING SAID
CENTERLINE N 85'27'52" W 821. 74 FEET TO A POINT ON THE WESTERLY
LINE OF SAID SECTION 24; THENCE N 00'22'00" W ALONG SAID WESTERLY
LINE 754.20 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL
CONTAINING 39. 158 ACRES, MORE OR LESS.
PROPERTY DESCRIPTION
PARCEL 2
A PARCEL OF LANO SITUATED IN THE SWl/4 OF SECTION 24, TJWNSHIP 5
SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
GARFIELD. STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST OUARTER CORNER OF SAID SECTION 24, A BLM
ALUMINUM CAP IN PLACE; THENCE S 00'22'00" E ALONG THE WESTERLY
LINE OF SAID SECTION 24 (BASIS OF BEARING) 797.59 FEET; THENCE
LEAVING SAID WESTERLY LINEN 88'37'35" E 476.71 FEET; THENCE
N 01'22'25" W 385.00 FEET; THENCE N 88'37'35" E 500.00 FEET;
THENCE S 68' 10'28" E 776. 72 FEET TO A POINT IN THE CENTERLINE OF
CANYON CREEK, THE TRUE POINT OF BEGINNING; THENCE S 15'56'49' W
ALONG SAID CENTERLINE 70.32 FEET; THENCE CONTINUING ALONG SAID
CENTERLINES 00'38'07" W 94. 71 FEET; THENCE CONTINUING ALONG SAID
CENTERLINES 08'19' 38" W 62.21 FEET; THENCE CONTINUING ALONG SAID
CENTERLINE S 15' 17' 23" W 157. 65 FEET; •THENCE CONTINUING ALONG
SAID CENTERLINES 31'59' 25" E 84. 80 FEET; THENCE CONTINUING ALONG
SAID CENTERLINES 09'28'30" W 83.43 FEET; THENCE CONTINUING ALONG
SAID CENTERLINES 13'21'33" W 95.06 FEET; THENCE CONTINUING ALONG
SAID CENTERLINES 15'56' 31" E 204.58 FEET TO A POINT IN A
FENCELINE EXTENDED; THENCE LEAVING SAID CENTERLINE N 86'25' 13" W
ALONG A FENCELINE EXTENDED AND AN EXISTING FENCELINE 329. 18 FEET TO
A POINT IN THE CENTERLINE OF A 24.00' ACCESS ROAD; THENCE LEAVING
SAID FENCELINE ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 206. 79 FEET AND A CENTRAL ANGLE OF
05'57'23", A DISTANCE OF 21.50 FEET (CHORD BEARS S 13'07'21" W
21.49 FEET); THENCE CONTINUING ALONG SAID CENTERLINES 16'06'03"
W 142.05 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE
ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 153.42 FEET AND A
CENTRAL ANGLE OF 105'59'52", A DISTANCE OF 283.82 FEET (CHORD
BEARS S 69'05'59" W 245.04 FEET); THENCE CONTINUING ALONG SAID
CENTERLINE N 57'54'05" W 85.37 FEET; THENCE CONTINUING ALONG SAID
CENTERLINE N 64'46'23" W 100. 18 FEET; THENCE CONTINUING ALONG-
SAIO CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A
RADIUS OF 156.35 FEET ANO A CENTRAL ANGLE OF 21'43'25", A
DISTANCE OF 59.28 FEET (CHORD BEARS N 75'38'05" W 58.93 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE N 86'29'48" W 37.03 FEET
TO A POINT ON THE EASTERLY EDGE OF THE EXISTING COUNTY ROAD NO.
137; THENCE LEAVING SAID CENTERLINE N 85'27'52" W 821. 74 FEET TO
A POINT ON THE WESTERLY LINE OF SAID SECTION 24; THENCE
S 00'22'DO" E ALONG SAID WESTERLY LINE 162.45 FEET; THENCE
LEAVING SAID WESTERLY LINEN 88'37'35" E 697.34 FEET; THENCE s 82'02'08" E 1364.09 FEET; THENCE N 88'37'35" E 300.00 FEET;
THENCE S 01'22'26" E 400.00 FEET; THENCE N 88'37'35" E 321.22
FEET TO A POINT ON THE EASTERLY LINE OF THE SWl/4 OF SAID SECTION
24 (WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 24, A BLM
ALUMINUM CAP, BEARS S 02' 14'35" E 222.90 FEET); THENCE
N 02'14'35" W ALONG SAID EASTERLY LINE 1586.69 FEET; THENCE
LEAVING SAID EASTERLY LINES 88'37' 35" W 862.92 FEET; THENCE
N 68' 10'28" W 77.07 FEET TO THE TRUE POINT OF BEGINNING; SAID
PARCEL CONTAINING 35. 139 ACRES, MORE OR LESS.
ACCESS EASEMENT DESCRIPTION
A 24.00 FOOT WIDE STRIP OF LANO SITUATED IN THE SWl/4 OF SECTION
24, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL ·
MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID STRIP BEING
12.00 FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
"'
" FORM ~O., " PUMP INSTALI.ATION AND TEST REPORT
,,
For Offlc• Use only ' CYS·JZ
11/90 STATE OF COLORADO, OFFICE OF THE ST.AfEfiNGINEEFl ~ /&l//l?t/' 1. WELL PERMIT NUMBER J£tl,J,t:,9 JM071•
OWNER NAME(S) ~ ~~~ ,
2. •'IUR~.' Mailing Address 3 ~ ~!:! ..... 'Q,.., l!V«I~ City, St. Zip ~t/u,,Ce~~s P. .:!'~~l~
Phone ( 9;,7) 3K.S-4/ ,1 ~ l?
l 3. WELL LOCATION AS QRILLED: 0 ~ 1/4 .J.W 1/4, Sec.Pl .Y Twp. _S ~,Range '70 ~
DISTANCES FROM SEC. LINES:
ft. from .(; $ f-,t/CO ft. from ..So~~ Sec. line. and SE() Q Sec. line.
(nolih or aoU) {eut or west)
SUBDIVISION: LOT BLOCK FILING(UN11)
STREET ADDRESS AT WELL LOCATION: .1 J-v Jr r" ......,, 0/ ;,..?
.
4. PUMP DATA: Type t1/.£~~c.~' "L/.., Installation Completed 10/, /-, ::J
Pump Manufacturer -:;r.,, '" , :z ; Pump Model No. u)12 r'r
Design GPM ,1,s-at RPM t'< .o ~ , HP ~ , Volts .;?~"' , Full Load Amps ~
Pump Intake Depth ~..-' Feet, Drop/Column Pipe Sia I'' Inches, Kind r.'U: <
ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM:
TURBINE DRIVER TYPE: 0 Electric 0 Engine Oother
Design Head feet, Number of Stages ' Shaft size inches.
5. OTHER E0!,11PMENT:
Airline ln~talled 0 Yes 0 No, Orifice Depth ft. . Monitor Tube Installed 0 Yes 0 No, Depth ft.
Flow Meter Mfg. Meter Serial No.
Meter Readout 0 Gallons, 0 Thousand Gallons, 0 Acre feet, 0 Beginning Reading
6. TEST DATA: 0 Check box ff Test data is submitted on Supplemental Form.
Data ~~~c:: ~,L_, /e;. " ~ ~o-L·
Total Well Depth s:o , Time ' ' ' ~ :2'*!!: t. . <> s2 l.' S:s;Z .;z.1a 0
Static Level s. .s:. ' Rate (GPM) ~ ~a ~ . .l'. :2
Date Measured ,. 0 ,1,. Pumping Lvl. d .:£::::: :z~ ~· ~~
7. DISINFECTION: Type /?~£. '· ... Amt. Used /j oa.tJ.
8. Water Quality analysis available. 0 Yes 0No
9. Remarks
h 0. I have read the statements made herein and know the contents thereof, and that they are true to my knowledge.
[Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the seconc
degree and is punishable as a class 1 misdemeanor.]
CONTRACTOR /?/~;,./ fZ-~ S..r, Phone ~ 5'r_s-, /o/~ Lie. No~S7.
Mailing Address &.:-,,, ".s-,,_1_ c. r -""" /~L-~-, -a. 'IL 0 I
Name/Title (Please type or print) Signatur$7 v~ Date
£,//17/~h.f L.5'. (./ L".-.. r .L')"!, , a/~c/:JJ . -
' ·~. t 'l '~11 ...... , ··: .... h
-• • • j .. , '
I
INSTRUCTIONS FOR PUMP INSTALlAllON REPORT
The report must be typed or printed in BLACK INK All changes on the form must be initialed and dated. Attach
additional shee.(s: if,.more space is required. Each additional sheet must be identified at the top by the well owner's
name, the permit number, form name/number and a sequential page number. Report depths in feet below ground
surface.
This form may be reproduced by photocopy methods, or by computer generation with prior approval by the State
Engineer.
The original and one copy ol this fonn must be submitted to the State Engineer's Office within 60 days after completing
the well or 7 days after the pennit expiration date, whichever is earlier. Another copy of the form must be provided
to the well owner.
If this fonn is submitted in conjunction with the well Completion and Test Report, fonn number GWS-31, ONLY THE
PERMIT NUMBER AND OWNER NAME NEED TO BE COMPLETED in items 1 and 2.
1. Complete the Pennit Number in full.
2. Fill in Name and Mailing Address of Well Owner where correspondence should be sent.
3. Complete the blocks for the actual location of the welL For wells located in subdivisions the lot, block and
subdivision information must also be provided.
4. Indicate the type of pump installed and compleJe the requested information. When installing pumps greaJer
than 50 gpm, complete the additional Information in this area.
5. Provide the information on other equipment which may be installed in the welL
6. Report test data as required by Rule 13.9. Spaces are provided to report all measurements made during the
test. The report should show that the test complied with the provisions of the rules. If a test was not performed
explain when it will be done. If available, report clock time when measurements were taken.
7. Record the type and the amount of disinfection used, how placed and the length of time left in the hole.
8. Indicate If a water quality analysis was performed and submit a copy of the report if available.
9. Use the remarks area to note any additional Information Including additional equipment installed, water supply
construction problems.
10. Fill in Company Name and Address ol Contractor who constructed the welL The report must be signed by the
licensed contractor responsible for the installation of pumping equipment.
I FORM. MO. •• WELL CONSTRUCTION AND TEST REPORT For Office UM only ~· . • Gk'J·31 ' STATE OF COLORADO, OFFICE OF THE STATE ENGINEER orr,EIVED 11/90
1. WELL PERMIT NUMBER Lfu 9Lt,.q ~02'93
OWNER NAME(S) ~ ~P-fi/fp 2. . WA I<• ~ESOURCES Mailing A~dress :r !1::;~ie. STATE ENGlMEER City, St. Zip -f7!i=l e..c.. ~;i. l-cow.
Phone ( c.~ai .:Z s1 c:: _ £1 f J'1<
3. WELL LOCATION AS DRILLED: 5,£ 1/4 S W1/4, Sec. ,;zcf Twp. ,5.. _,s__,Range lj,(2 ~
DISTANCES FROM SEC. LINES:
116 o ft. from ~ o.., {i, Sec. line. and
(nonh or )
~d'.i:! 0 ft. from ti'rt.!. t-
(-or-
Sec. line. OR
SUBDIVISION: LOT BLOCK FILING(UNll)
STREET ADDRESS AT WELL LOCATION: I 5 <hi foJ ~·•NT\' «' ,./ . I~
' &~t~ ~ (_ 4. GROUND SURFACE ELEVATION ft. DRIWNG METHOD
DATE COMPLETED '1 I I J tl a,, TOTAL DEPTH 2'a ft. _DEPTH COMPLETED__,$ Q It.
5. GEOLOGIC LOG: 6. HOLE DIAM. (in.) From (ft) To (ft)
Ooplh ~ cl Matoriol (1'ypo, ...... Color. w-l.ocollon) LQ. Q 2.Q
-· ~ -~o ;,2Q
a?-:w. ~. Ld~f:.i ±.!2i.! •. lf.~•rs.J ... ,.;
~-$. LJ,,. i.J. " "'.:; ' ,s JhVd. ± Q "it:il .. i i ~J~~;~ 7. PLAIN CASING
~~~~ OD On) Kind Wall Size From(ft) To(ft) =~ :!=::;~M~f~ ~ .S~e..l .,2:e3 f!2 r f JJI
----
P#. CA~G: Screen Slot Size: ·ZSt.. -:i. l-
5~ .5.a t.,. :fie,,.( • .:>-es
----
8. FILTER PACK: 9. PACKER PLACEMENT:
Material Type
Size
Interval Depth
10. GROUTING RECORD:
Material Amount Density Interval Placement
REMARKS: &.,..,.,r-5-tl'~< " -U? ' ,,_, w, JI..
-----··-
11 DISINFECTION: Tvoe l",'k .i.s./;',z -r-fl f~,,·~ Amt. Used ·l~ c; ~ ( .
12 WELL TEST DATA: 9 ((heck box if Tesi Data is submitted on Supplemental Form.
TESTING METHOD n..'J&rz..-
Static Level .:i'.a It. Data/Time measured 7/i "' v.--~ , Production Rate .2. s:. gpm.
Pumping level £.o It. Date/Time measured 1L•LU. I ,·n l"'h-f , Test length (hrs.) 5
Remarks '
3. I have r•ad the stalem•ntl mad• her•in and know th• contents thereof, Wld thll: th.y.,.. We to my know*tg•. [Pur1usn1 lO s.ctlon 24·4-104 {13){a) C.R.S., the makin'
ol falae stal9f'M(ltl h•rei~atlMft perjury I~ th• aeeond degr" wid la punlllhable ••clue 1 mi.a'Mi..,..or.)
CONTRACTOR D //, ,,:,, ':1it?,t/1~G -ri,.... Phone(____) 9 ;(S -<lo 77 Lie. No. I:. 5 </
Mailing Address -.pc, L/ nr:.11. w •
,
I. <._ ,1' Q/,;; "'l ...
Name/Title ~se type or print) Sig~~ Date
-------/' ~ 7/19/9q I-. '=-I ,µ.s. /fe.s .
II
INSTRUCTIONS FOR WELL CONSTRUCTION AND TEST REPORT
The report must be typed or printed in BLACK INK All changes on the form must be initialed and dated. Attach
additional sheets H more space is required. Each additional sheet must be identttied at the top by the well owner's
name, the permit number, form name/number and a sequential page number. Report depths in feet below ground
surface.
This form may be reproduced by photocopy methods, or by computer generation with prior approval by the State
Engineer.
The original and one copy of this form must be lllbnitled to the Stale Eng._.s onk:e within 6o dayS alter completing
the well or 1·days alter the permit axpi....,1 d&le, whia-la smiler. Another copy of the form must be provided
to the well owner.
1. Complete the Well Pennit Number In lull.
2. Fill in Name and Maifing Address of Well Owner where correspondence should be sent.
3. Complete the blocks for the 8ctuar location of the well where drilled. II the owner has more than one well
serving this property, provide the identHicatlon (Owner's Designation) for this well. DO NOT USE THE OWNER
SUPPLIED LOCATION unless a survey has been provided. For wells located in subdivisions the lot, block and
subdivision information must also be provided.
4. Report the ground surface elevation in feet above sea level H available. This value may be obtained from a
topographic map. Describe the drilling method used to construct the well and the date completed. Indicate
the total depth drilled and the actual completed depth of the well.
s. Fully describe the materials encountered in drilling. Do not use formation names unless they are in conjunction
with a description of materials.
Examples of descriptive terms include:
Grain siz&.-Bo.ulders, gravel, sand, silt, clay.
Han:fness.-Loose, soft, tight, hard, very hard.
Color--All materials. Most critical In sedimentary rock.
Depth when water is encountered · (H it can be deiermined).
6. Provide the diameters of the drilled bore hole.
7. The outside diameter, kind, wall thickness and interval of casing lengths must be indicated.
8. indicate the type and size of filter (gravel) pack and the interval where placed.
9. Indicate the type and setting depth for any packers installed.
1 O. The density of the grout slurry 'must be reported and may be indicated as pounds pe; gallon, gallons of water
per sack, total gallons of water and number of sacks used, etc. SpecHy the grout placement method, i.e. tremie
pipe or positive displacement. ·The percentage of additives mixed with the grout should be reported under
remarks.
11. Record the type and the amount of disinfection used, how placed and the length of time left in the hole.
12. Report well test data as required by Rule 10.7. Spaces are provided to report all measurements made during
the test. The report should show that the test complied with the provisions of the rules. If a test was not
performed explain when it will be done. II available, report clock time when measurements were taken.
13. Fill in Company Name and Address ol Contractor who constructed the well. The report must be signed by the
licensed contractor responsible for the construction of the well.
Form No.
~WS-25-
APPLICANT
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203
(303) 868-3581
WELL PERMrT NUMBER :1691&69
DIV. 5 CNTY. 23 WO 39 DES. BASIN
Lot: Block: Filing: Subdlv:
APPROVED WELL LOCATION
GARFIELD COUNTY
634
MD
ROB CARTER SE 1/4 SW 1/4 Section 24
3379 E LAKESHORE DR
TALLAHASSEE FL 32312
( 904)385-4138
PERMrT TO CONSTRUCT A WELL
Twp 5 S RANGE 90 W 6th P.M.
DISTANCES FROM SECTION LINES
1150 Ft. from South Section Line
3800 Ft. from East Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no Injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules
2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well
Construction and Pump Installation Contractors in accordance with Rule 17.
3) Approved pursuant to CRS 37-92-6Qf!(3)(b)(ll)(A) for an expansion of use of permit no. 167929 (canceled), and as
the only well on a tract of land of 35-.059 'iictes described as that portion of the SW 1 /4 of Sec. 24, Twp. 5 South,
Ang. 90 West of the 6th P.M., Garfield County, being more particularly described on the attached exhibit 'A' as
parcel 2. The issuance of this permit hereby cam;iels permit no. 167929.
4) The use of ground water from this well is limited to ordinary household purposes inside two (2) single family
dwellings, fire protection, the watering of poultry, domestic animals, and livestock on a farm or ranch, and the
irrigation of not over one (1) acre of home gardens and lawns.
5) The maximum pumping rate shall not exceed 15 GPM.
6) The return flow from the use of the well must be through an indMdual waste water disposal system of the
non-evaporative type where the water is returned to the same stream system in which the well is located.
7) This well shall be constructed not more than 200 feet from the location specified on this permit. a JD 3-~G-,3
APPROVED
JD2
Receipt No.
Stalil EnglnMr
0350101
.., d!Ji/I~ {,){LJn,J;Y=
EXPIRATION DATE MAR 2 6 IQQI; DATE ISSUED MAR 2 6 1993
COLORADO DIVISION .o!w~t<~oZEs 31·,M I
I RECf·' 1) WRJ-5-Re ... {6 ' 1--
818 Centennial Bldg., 1313 Sherman St:, Denver, Colorado 80203
PERMIT APPLICATION FORM
M¥?11'93
A'pµlic'1tidn' must (~Ml~ TO USE GROUND WA~ER WATER "Ii" C· '" .ES
be complete where STfl.1t. l 1~· ~~ER
applicable. Type or ( RMIT TO CONSTRUCT A WELL Cf.'J. f'
print in BLACK FOR: ( A PERMIT TO INSTALL A PUMP
INK. No overstrikes
or erasures unless ( ~LACE~NT FOR N~ /679::J. 'f initi~led. ( THER "/"?"" .,_ U.J. £.-c Or /7,r,.,_,·.r-;vo ~ -
' WATER COURT CASE NO.
(1) APPLICANT -mailing address FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMl ' -'Ro p, ~ agTS~ '
Receipt No. 3 S-0 L 0 f ~ NAME I
STREET 331:! E. I L "'~~ :>~o;c:_.;: De1vi: Basin Dist.
CITY TALhAttAS.$£.£ I FL. 32. 3 12-
CONDITIONS OF APPROVAL (Salt!) (Lip)
TE LE PHONE NO. <;'_o4 -'3Bs--413B This well shall be used in such a way as to cause
no material injury to existing water rights. The
(2) LOCATION OF PROPOSED WELL issuance of the permit do3s not assure the applicant
that no injury will occur to another vested water
County GARE1~1-.D right or preclude another owner of a vested water
right from seeking relief in a civil court action. ~,q,, Ii£ ~Cy. of the :s. Cd.l %, Section 24-/Ix)
Twp. 5 $, Rng. _3_9 _ _i.J}251 , fR. 7J'f, P.M. 3'6c'L'/:.
IN,S! !E.W)
(3) WATER USE AND WELL DATA j5,o5'7(l
Proposed maximuin pumping rate (gpml -1£' t;PM plv!-lu_! /
Average annual amount of ground water 2 to be appropriated (acre· feet): · ,.CJ
Number of acres to be irrigated: ONE
Proposed total depth (feet): ;:;,-o
Aquifer ground water is to be obtained from:
liL LU ll LtJ.µ.
Owner's well designation f21'1~7EK. IBE/~z&9' -GROUND WATER TO BE USED FOR: . t
( I HOUSEHOLD USE ONLY -no i1 rigation (0)
()<.I DOMESTIC (11 ( I INDUSTRIAL (51
( I LIVESTOCK (2) ( I IRRIGATION (6)
( I COMMERCIAL 141 ( I MUNICIPAL (8)
( ) OTHER (91 APPLICATION APPROVED
DETAIL THE USE ON BACK IN \11)
PERMIT NUMBER
(4) DRILLER
DATE ISSUED
Name r!tu ~ uJ. s be U, /,. L!J. ff. EXPIRATION DATE
Street i?~ . .J?ox_ ,/)/~
City (l_/JRt3,olt)bd_t.§_ , C". 8'1~23 (STATE ENGINEER)
' (St11te) (Zii>)
Telephone No. _2.B_,-2 lf/2_ Lie. No .. ~3i BY
3</ 1.D. s-COUNTY .23
'
~I
(5) THE LOCATION OF THE PROPOSED WELL and the area on
which the water will be used must be indicated on the diagram below.
Use the CENTER SECTION 11 section, 640 acres) for the well location.
+ -t--+ -+ -+-+--+ -+
1<1--1 MILE, 5280 FEET --l>I
t + + + + + + +
+
I
t
(6) THE WELL MUST BE LOCATEo·aELOW
by distances from section lines.
ft. from _ _,,$"-"'o"'q~?--lf""-_sec. line
(north or south•) ,
£;::i~r ft. from --==-:...~..;_ __ sec. line
(e1st or w•st)
LOT ___ BLOCK ___ FILING•---
I
+ --1-NORTH SECTION LINE I I ~S~U~B~D~IV~l~Sl~O:N:...====================== - + -+1-~ I
I
.j-NORTH+
' '
~ + --~ -+ --~
::-I ~ ~ 1 ~
1
+ t
(7) TRACT ON WHICH WELL WILL BE
LOCATE~ Owner: 8ob Carl<,...
No. of acres -3'5'. o:59 . Will this be
35.13Q-U'~ CDulUTY Ji?o"10 -35'.t:159
the only well on this tract? VE'S + .L. +
I
~'---'-'--'---''------'~ ~ I Q
~-_ti--~~~~~~~~~~~~
(8) PROPOSED CASING PROGRAM
+ 1 l +-
I
+-+-
I
"' I z ~ ~
!1 -~ ' -~ ~-~ " ' 1--~--
1 J I
SOUTH SECTION LINE
I Plain Casing "STEEL C!J"t<5/A) •
+ +
I
--!---I-
I
6 in. from _+_I:...__ ft. to~~=~:__ ft.
/,;, in. from _..::6:....0 ___ ft. to___:/...;c2_~::.____ ft.
Perforated casing
_ __..(p._ ___ in. from /20 ft. to ft.
+ +
I
I
+ + -I-
I
+-+
+ +-L.:=======-i:n~.~fr~om:_:===:===..'..ft~.~to~-=-=-==-=-=--=--~ft:_.
I
+ +
I
-!---1-+ ---+--+
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
_ _,_ +
WATER EQUIVALENTS TABLE (Rounded Figures)
An acre· foot covers 1 acre of land 1 foot deep
1 cubic loot per seco11d (cfs) ... 449 gallons per minule !gpm)
A larnily of 5 will require approximately 1 acre-loot of waler per year.
1 acre-foot ... 43,560 cubic feet . . 325,900 gallons_
I ,000 gpm Pumped continuously for ane day produces 4.42 acre-feet.
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Ownerlsl: J?ol3cl?.'r £ f S°fJAJbli?.A .T, (1,14,g/£/S
Legal description: ./J//l/.Cjteo E yh -· 6 . · -F-4
(9) FOR REPLACEMENT WELLS give distance
and direction from old well and plans for plugging
it:
No. of acres: __ 3:::...::~:..-_·_,0o:.;5:=;..9.L-__
(11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal
system to be used.--.-/ ,.
t<)o _ S/,uC,4£ F/lylLV ,4>Ew.ELf...IAJ6:S; Wfll'ER/AJi<-OF .:5nx•lk fl•JD V/><-
, . . ··~ . A ',
fJCL.e tJF .l14Wrv lrND G-~£De11j"", bJ;..z,,,...,., t.JiLL Be 'S'EPL/c. L. i::-.,.ett Ft#,D sy~
(2.uo De:.wZL.L1µ' W•<-L. BE tJ.JLl'lw AA-o~~uevr ()t/Yl. /ll7T,qclf«-b GA!!B4..£)
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Type or right Used for (purpose) :I"Kli!1<>.R'r/O,A) Description of land on which used ffl~rt.1Rt£
VtT?GrJJu9 f)(TcH ?.ero"2r74 # 11113 ~r.e .S:ha,//BTT ,d~ c;cs
Vt~<i/N/19. 'l>rra.1t R&a.er7V IF //] L"2rtu= 1'Pg./19ti9 ,/14 crs
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
;µRUE TO THE BEST OF HIS KNOWLEDGE.
s1frf~l;fu?kr~sfu .~g: ~ 3
-
9
-
93
Use additional sheets of paper if more space is required.
~~~~~~~~~~~~----
.......... ----------~~-
I 't ~· . .
REr.fr\/Eb . Na11e of •pplioant1 C.4/e T£!'1 Akl.6' ... . ''l·' '' '•'' '. ' ' . .--.=;..;..;....;....;_ __ _,r1--..:...."-....:...-_._ _____ ;..,
MM11'93
~ Jlppli.oation type4 or neli.tly printed .tn hl11ok ink 91rA·,, tRWllJBr ~ ./correot box•• aheoke4 for 11ppropri11ta aatlon ITAi.rE.Wt:f(fi'fr
ig../" I Previou• perrni I: nun1ber oorraat tor. re pl 11cen11u1t: "al .I., "C!W>
IJ · Court 011•• nun1bar .lla tad tor deareeu we.I LB
D Field ln•peotion oomplal:ed 1111d attaoha<l (Can or. late reg.)
(I) Applioant Mailing Address
(2)
( J)
I " >
~'·.' Mail:l.n'ii a4c!re'•a oorrect. and legible (printed or type41
~ .. ·'J'elephol\e number oorreot and currant (l.ooal number if poa•ible)
Location ot propo•e4 wall 0' Location correct aaaordlng to 1nfo1:runtlon auppliad hy appliannt
U........-"Location con•iatent with ite1ns (5), (6) 011 opplia11t~o11
noter diat11ncea an4 1/~, 1/4 111usl; be meaaurad from
88 corner of section for irregulAr. aeat:lona
Weter u••'iind well data ' .
~;!~ropoaed 1 p~a1p.;;r11·~:~· aomp~eted (15 gprft for. exempt dom. ·and 1111)
Q../" ~ A111ount of 11pproprl11tion• coft1pl.ated . ~/ •11crea irrigated" con1pletad & matches t:ype ot "nl.I. n1111liad to~ ~ ./ •Proposed total 4epth" ao111pleted
if/ '•J\qui fer inforrnlll:ion oon1pieted (• u11k11m111" J f 1101: e111:" l
t:r"" Owner• s well designation completecl (opl:l.011111 I
Oround~r to ba u1ed for1
~ Do•eatlQ or houaehold uae well
0 ~ non-overe ·oprietad llrall . \.
a
Driller
' a/ ) overa oprinted a"rea ' ·
I,
:1
•. '1
a
I '·'
JS aorea or ~ore (1111101: l11olude d••crlption)
aubdlvldad befor• Ju11a I, 1971 or exempted by
county (attach oopy of exemption) '· aubdivJ.aion date & lot: tt
.. note1 aiu• t i nol ude -4re_•_a_r.,.l_p.,.t..,l_o_n_11_0..,..P_p_a_r_a_11Tl-11
not J.n a aubdiviaion (plet or metes
end bounds)
Other (oo•Mekcial, 111unioip11l, eto. I . I '
~be1i9n~~a4 4~l~I~r-11 oopy of permit aent to 4rlller in41oated
0 "Colorado Lioen•e4•-•11 oopie• of permit •ant t:o applioant
Location of propo1ad ~el.l (••Pl
~ coiapletad and oonai1tent
..
. ,,.
with item• (l), (6) on applioation
I Ii>
I
.. ., ., . I. ' · 1 J : . •" r •• .. ' :
, ! I '. : \ .I ' ' I • I '
Looatl~of propo114 wel;I. · (c'.Ua tano11 tro1n a aot:.l.011 l J. na•)
~ . )bOMpl1t1a ~na'· OO~late;1t ~!th .l tems ( :! ), ( 5) Oii app\loDtlOfl, Ill
auppll14 inl!or111ation
. ' . . 0 SubdiviaJ.on lnfor•ation OOlllplete<I (when a~pl.loable)
(7) •rraot ..:.::hi~h well will. be looeted
·' ~" ~o•pleted ·' . , · .~··. . o,• I not11 if II, 11; ·use or do111aet:J.o 011 J!I noreB f.n ov.,r-
,.' ··• ~· nppi:opriate4 nrea oa11 0111.y hnv" 01111 •·••.l..t per l:rn ...
" 1 (uheck l:o verlfy no othe1: ua.1..ln .l11 tha I/~. I/~)
I • 'I , I I (8) Propo11~nl11g pro9r11111
~ ·coaplete4
0 .. j Hlni111u11 caaiur;i air:e of .i• I. o. with 20' 1101.ld atael aurfaae
oaalnr;i· (l' above 9rou11<1, 19' below)
rJ . 'varlanoe requaal: (letter ana dlagr.a111) 11ttoohad if nrplicabl•
' For~•P oe1111nt w1ll1
I ' .1:,''1 ~Co11ple~ed if''appiidabla -diatanca anil •according to ~~lea•
(9)
(10)
( 11)
. I·
.... , J l' ~
Land on:whioh qroundwatar will ba used
~ °Coapl~ted 'if applicable (for ir.riget.lon only well•)
note1 can be used to deeoribe 011ly weli on 3!!• aarea
D1ta11';i lleaorJ.'ptieln · ,, .: 1 ,,,;; •·''·. . .
~ / bompi~ta4' .aor'i~otly :~n4 in ·detail '.·:
I I
not11 be epaoifia'about uses, espeolally 11umber of houaea
to ba served, atoakwatar, irrigation -a1u1t be
oonaiatanl: with type of wall raquaatac:'I. Rema111bar tc
indiaal:a type of disposal for do111eetio and It. It.
t 12) Other water .right• (include i:,all .pa.r1nit number if 11nswer in ft7 was no)
~Compl~tec:'I
0
if .,applioabla ,:.
(ll) signatur 1 linia'; '"' •,t i .' · · · ... , : · · 7 ~J.9ne~·;a·~·;~~:~y:'i~~~~r·~·~~~· ~~ REPRF.SF.N'l'h'l'IVB (w/wri tt•n
' authorJ.ty:.:print name 1111<1 title of reproaenl:ative)
(14) Co111aant1 T4.:'5 ";V1.·-.,4j.l_·;,._ '.S re.f'u<J~"~r :f-o F??-J
V51.--d,_p _/?rr,-....·/-,A/'p /.6/9:2."l ;:-,-o.-,_. l..>rP f"" ~ S'r'..t?
Jlppliaation 'f•• attaohada
~ Cheo k l__./c__.l~fJLJ.9"--.-Amount $_..,6_,o;;..__ __ _
JlpplJ.aation taken bya '11-........_ ---------
1\ppl iaation oheaka4 by1 ? '°"--~~------~~~~~~~~~~~~~~~~~~~-
• <.' t • ' •••
L ot:?;k]
.... ,_,.-· .
•. 1'M ··i.orf · ~·
I
·. j , I ;• I' I I ~
(/ ;:::__
-~
... . . ' ..
Pl . . . ····.···ac·e·
·.l;.d,·1·, .. ::)..,-:.:r . . ,Ii ·:I. ,. ' ~ '· ··"°' I '}j,: . ~ t· Y'~ . , . . . . ..
•
·.1
·.
.-". ·' ·~ .. .. • ....
. . ·.-
•,
t\..:..:..:l1\1uu 1., •. ----------______________________ RccunJcr.
• >
Recorded nl o'clock ___ M., __________________ _
' ~----=-------
WARRANTY DEED
TlllS llEEIJ, Made 1hi1 l2TH d1y of _MAY
WILLIAM G. BULLOCK
, 19 92 , bawcen
RECEIVEr
MM11 '93
or1he &aid Coun1y of GARFIELD Md Sl&lc or COLORADO
ROBERT E. CARTER ANO SANDRA J. CARTER
who1clcgaladdrcs1i1 3379 E. LAKESHORE DR.,
.• TALLAHASSEE, FL 32312
or the u.id County of and Swe of FLORIDA
, grantor, and
DOC FEE $15.00
, a:rantcct::
\Vll'NESS, that lhc s.rantor, ror and ln con1idcr1tlon of 1hc 1un1 of qood and valuable
consideration and ten DOLLARS, the receipt and 1ufficloncy of which 11 hereby
ack.nowlcdgcd, l\as a.r&n~cd. b1rg1.incd, sold and conveyed, and by \hctc proacnt1 docs grant, bar1ain, acll, convey and confirm, unto tho
grantees, their heirs and u1ign1 rorcvcr 1 not in tenancy in common but \n joint tcna.ncy, all the rc.i property, \OJclhcr wilh improvcmcnt1,
i( any, siluatc, lying and bcin& in the said County of GARf'IELD and State or Colorado dcacribcd u follow1:
THAT REAL PROPERTY AS DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND MADE A PART
HEREOF. TOGETHER WITH, BUT WITHOUT WARRANTY, ANO SUBJECT TO THE ACCESS EASEMENT
AS DESCRIBED IN EXHIBIT "B" ATTACHED HERETO AND MADE A PAR1~ HEREOF.
TOGETHER WITH, BUT WI'fl!OUT WARRANTY THE FOLWWING WATER RIGHTS:
VIRGINIA DITCH, PRIORITY NUMBER 1118 -PRIORITY DATE 5/10/1877 .06 CFS
VIRGINill DI'rCll, PRIORITY NUMBER 177 -PRIORITY DATE 4/20/1909 .114 CFS;
BOTfl RIGHTS WILL RESULT IN .389 SHl\RES IN THE WILLIAMS CANAL CO.
GRANTOR HEREIN CONVEYS AN EASEMENT TO GRANTEE FOR THE PURPOSE OF WATER CARRIAGE
RIGHTS IN THE BOLAND LATERAL & VERTICAL DITCH PLUS CARRIAGE RIGHTS IN THE WILLIAMS
CllNAL CO.
iJ>J,J,~.J t.I Mol.v.J.J /.Jrrlbi:I I.I
TOGl~l'llEK with all and singular tho hcradi\amcntl and appurtcnancoa thereto bctonain1 1 or in anywi10 1ppcrtainin11 and tho revonioa
t.nd rcvcr1ton1, remainder e.nd remainders, rents, i1suc1 and profit1 thcrcor, and all the est.ate, right, 1i1lc, in\orCI\, claim and demand whll-
10evcr or the grn.nlor, eilher in law or equity, of, in and lo the above baraaincd prcmi1e1, with the hercditamcnll and 'f>p1Jncnance1.
'1'0 llA \'E ANll 1'0 llOLD \he said premises above bar11incd and detcribcd, with the appurtenances, unlo lho gran1cc1, their heir• and
a11ign1 forc'f'cr, A1\d the gtantor, for him1c\f, h\1 hcir1, and pcraona1 rcptcscntat\vc1, doea covenant, 1rant, baraaln, and a1ceo to and with
the irantec.s.. their heirs and aui&,n1, that al the time or lhc cnacaling and dcHvc.ry of thc.sc. prc.acnu, he is wcl1 selt.cd o( the. prcmisc.1 abo\lc
conveyed, has iood, sure, perfect, absolute and indercasiblc estate or inheritance, in law, in (cc simple, and bu 1ood right, full power and
lawful a1o11hnrity to aranl, bo.r&ain, sell and convey the same in manner and fonn u aforesaid, and that the aarne arc frco and clear from all
former and other grants, bargain•, fa.let, liena, taxes, &1sc11mcnt1, encumbra.ncc1 and re11riction1 or whatever kind or nature 10ever, except
easements, restrictions, reservations and rights of way of record, or situate
and in use, and real property taxes for the year 1992, not yet due or payable.
The Jrintor shill\ and will WARRANTY AND FOREVER DEFEND tho above-bar&•ined prcmi•OI in the quiet and peaceable po ..... ioo
of the &rantecs, their heirs and a1sign1, •&ainst e..11 and every pc.raon or persons lawfully c11.imln1 the whole. or any part lhcrcof. The 1in1ular
number shall include the plural, the plural the 1ingular, and the uac of any &ender shall be applicable to all ,endct1.
IN \V11"NE~S \VllEREC) ·, the grnnlor h11.1i cxccu1cd 1hi1 deed on the date 1ct forth above.
1
l///l1n .,
WILLIAM
Staie of COLORADO
)11.
Coun1y or Gl\Rl'IELO )
The foregoing instrument wu acknowledged bcrorc me this
~·~ G. BULLOCK ,,.. y "'\
,( \>, ~ .... .F..µ "'< . ~ •' •1<J' Q.... .,_,, ~/My<ommiHio~.6\> 5/11/qO:
(
. CINDY .,
HUGHES i-I
111,,. ;~;·-. ............... / ~'.
•. ..~/ /
.SCnw.rt Tltlt al Glmwood Sprlnp • Fiie Nn. ':Z01"'1
N•. 921A \'t'AllR.ANT\' DF.1-;D (To Jolnl Tnw.nta)
day of MAY
Witness my hand and official seal.
C,1·n(i 1 i-
Notary PubliS
,19 92 •
i+u ct" a .1
-----------
EXHIBIT 11 A11
A parc•l of land •ituated in the SWl/4 ot Section 24,
South, Range 90 W••t of the Sixth Principal Meridian,
Garfield, State of Colorado, said parcel being.more
particularly described as follows:
RECEIVED
Jmll'~
~TER RllSOU.~C51 ~TATF ENGlfjE£11
·""' n Townehip 5
County ol
conrnencing at the Weot Quarter Corner
Aluminum Cap in place;
of aaid Section 24, a BLH
thence s. 00 degrees 22'00" E. along
Sectign 24 (basis of bearing) 797.59
thence leaving said Westerly line N.
the Weaterly line ot said
feet;
88 degrees 37'35" E. 476.71
feet;
thence N.
thence N.
01
88
degrees
degrees
22'25" w. 385.00 feet;
37'35" E. 500.00 feat;
thence s. 68 degrees 10'28" E. 716. 72 feet to a point in the
centerline of Canyon Creek, the Trua Point of B•ginning;
thence S. 15 degrees 56'49" W. along said centerline 70.32 feet;
thence continuing along said centerline S. 00 degrees 38'07" w.
94.71 feet;
thence continuing along silid centerline s. 08 degrees 19'38" w.
62.21 feet;
thence continuing along said centerline s. 15 degrees 17'23" w .
157.65 feet1
thence continuing along said canter line s. 31 degrees 59"25" E.
84.80 feet;
thence continuing along said centerline S. 09 degrees 28"30" W.
83.43 feet;
thence continuing along said centerlines. 13 degrees 21'33" w.
95.06 feet;
thence continuing along said centerline S. 15 degrees 56'31" E.
204.58 feet to a point in a fencaline extended1
thence leaving said centerline N. 86 degrees 25'13" w. along a
fenceline extended a.nd an existing fenceline 329.18 feat to a.
point in tha centerline of a 24.00' acceae road;
thence laavinq said fencelina along said centerline along tha arc
of a curve to the right having a. radius of 206.79 feet and a
central angle of 05 degrees 57'23", a distance of 21.50 feet
(chord bears s. 13 degreae 07'21" W. 21.49 feet);
thence continuing along said centerline s. 16 degrees 06'03" W.
142.05 feet;
thence continuing along said centerline along the arc of a curva to
I the right having a radius of 153. 42 feet and a central angle of '
105 degrees 59'52", a distance of 283.82 feet (chord bears
s. 69 degrees 05'59" W. 245.04 feet);
thP.nce continuing &long said centerline N. 57 degrees 54 feat 05"
w. 85.37 feet;
thence continuing along said centerline N. 64 degrees 46'23" W.
100.18 feet;
thence continuing along said centerline along th• arc of a curve
to the left having a radius of 156.35 feet and a central angle
of 21 degrees 43'25", a distance of 59.28 feet (chord bears
N. 75 degrees 38'05" W. 58.93 feet);
thence continuing &long said centerline N. 86 degrees 29'48" W.
31.03 feet to a point on the easterly edge of the existing
County Road No. 137;
thence leaving said centerllne N. 85 dagreas 27 '52 •• W. 821. 74 feet
to a point on the westerly line of said Section 24~
thence s. 00 degrees 22'00" E. along said westerly line 162.45 feat1
thence leaving said we1tarly line N. 88 degrees 37'35" E. 697.34 feet;
then_£e s. 82 degrees 02 • 08" E. 1364. 09 feet;
thence N. 88 degrees 37'35" E. JOO.OD feet;
thence s. 01 degreaa 22'26" E. 400.00 feet;
thence N. 87 degrees 37'35" E. 321.22 feet to a point on the Easterly
line of the SWl/4 of said Section 24 (whence the south quarter
corner of said section 24, a BLM aluminum cap, bears 5. 02
degrees 14'35" E. 222.90 feet);
thence N. 02 degrees 14"35" w. along said Easterly line 1586.69 feet;
thence leaving said Easterly line s. 88 degrees 37'35" W. 862.92 feet;
thence N. 68 degrees 10'28" w. 77.07 feet to the True Point of
Deg inning.
COUNTY OF GhRFIELD
STATE OF COLORADO
··-
EXHIBIT "B"
RECEJWO
Mill '93
WATERP IT'ifE ...,
LO
A 24.00 toot wide strip of land eituatad in the SWl/4 ot Section
24, Township 5 Squth, Range 90 Wast of the Sixth Principal
Meridian, County of Garfield, State of Colorado; said strip baing
12.00 feet to each aide of tha following described centerline:
comrnancin9 at th• weet Quarter corner of said Section 2~, a BLM
Aluminum Cap in Place;
thence s.
1
42 dagrees 37'33" E. 2007.16 feat to a point on eaid
centerline/
thence along said centerline along the arc of curve to the right
having a radius of 206.79 feet and a central angle of 05 degrees
57'23", a dietanca of 21.50 feet (chord bears s. 13 degrees
01'21" W. 21.49 feet);
thence continuing along said centerline s. 16 dagreee 06'03" w.
142.05 feet;
thence continuing along said centerllna along the arc of a curve
to the right having a radius of 153.42 feet and a central angle
of 105 degra•• 59'52", a distance of 283.82 feat (chord bear•
s. 69 dagr••• 05'59" w. 245.04 feet);
thence continuing along said centerline N. 57 degrees 54'05" w.
85.37 feet;
thence continuing along eaid centerline N. 64 dagreee 46'23" w.
100.18 feet;
thence continuing along s~id centerline along the arc of a curve
to th• left having a radius of 156.35 feet and a central angle
of 21 degree• 43'25", a distanc~ of 59.28 feet (chord bears
N. 75 degrees 38'05" w. 58.93 teat);
thence continuing along said centerline N. 86 degrees 29'48" w.
37.03 feet to a point on the Easterly edge of the exieting
County Road No. 137, the Terminus (whence the West Quarter corner
of said Section 24 bears N. 27 dagrasa 06'59" W. 1616.93 feat).
·.
···-·-·----....... •·' .. . . . . --. -·
~ . .
. . .
. . .
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. .
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Pl .. ···· ...•. ,.·:: ... ·c·e· ...... · · • .. -1~· : . ,: .. . . . .
•
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-. . . ·,· ..
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..... .. . .. -·. ·'· -..... -'· . . . ·-
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Form
No.
GWS-11
6/2006
STATE OF COLORADO
OFFICE OF THE STATE ENGINEER
818 Centennial Bldg., 1313 Sherman St., Denver, CO 80203
Phone -Info: (303) 866-3587 Main: (303) 866-3581
Fax: 303 866-3589 htt ://www.water.state.co.us
CHANGE IN OWNERSHIP/ADDRESS
CORRECTION OF THE WELL LOCATION
Review instructions on the reverse side prior to completing the form.
Name. address and phQne of the person claiming ownership of the well:
NAME(S): James E. Craig and Lisa M. Craig
Mailing Address: 327 qershwin Street
I
City, St. Zip: Houston. ±x 77079
Phone 713) 984-9903'
For Office Use Only
RECEIVED
AUG 0 4 2011
WATER RESOURCES
STATE ENGINEfR'
COl_O
RECEIVED
AUG 0 1 ·11
WATER
STATE ~~SOURCl::.S
GLENWQGINEER
OD
This form is filed by the named individual/entity claiming that they are the owner of the well permitted as referenced above.
This filin is made ursuant to C.R.S. 37-90-143.
WELL LOCATION: Well Permit Number: ...:..16=9::....1:....::6=9 ____ _ Receipt Number: _______ _
County Garfield Owner's Well Designation (optional)--------
1546 County Road 137 Glenwood Springs co 81601
(Address) (City) (State) (Zip)
SE1/4 of theSW 1/4, Sec. 24, Twp.§ D N. or IZI S., Range 90 DE. or IZI W., -=-6t;:;..:h ____________ P.M.
Distance from Section Lines: ""'"1-'-15""'0=-----Ft. From D N. or IZ! S., ~38"'""0"""'0'"-----Ft. From IZI E. or D W. Line.
Subdivision Name Lot , Block__ , Filing/Unit __
The above listed owner(s) say(s) that he, she (they) own the well described herein. The existing record is being amended for
the following reasons:
IZ! Change in name ofowner IZI Change in mailing address D Correction of location for exempt wells permitted prior to May
8, 1972 and non-exempt wells permitted before May 17, 1965.
Please see the reve~sei side for further information regarding correction of the well location.
I (we) claim and say'that I (we) (are) the owner(s) of the well described above, know the contents of the statements made
herein, and state that the are true to m our knowled e.
Signatures of agents are acceptable if an
t.
't'CEPTED AS A CHANGE OF OWNERSHIP
AND/OR MAI UNG l\OPRESS
j)_;l rJ4-1MA/J
State Engineer -=s=-""'~----~r-T-------------Date
J & M Pump Inc.
8611 County Road 117
Glenwood Springs CO 81601
Phone: 970-945-6159
Cell: 970-948-6159
Fax: 970-945-6159
Well Test
DATE: May 11, 2016
TO: Lisa Craig
lmcraig@me.com
RE: Well Tests
Attn: Lisa,
J & M Pump Inc. performed a four hour well test at the residence located on Canyon
Creek. The following results were obtained:
Well Depth: 52’
Water Level: 38’2”
Drawdown To: 44’8”
Sustained Yield 11.8 GPM via totalizing flow meter
Clarity: Clear
Recovery: 100% within 24 minutes
Sample: Taken by Resource Eng.
Comments This well should adequately serve two dwellings with a total
Usage of 350 galls per unit per day. This well is located next
To Canyon Creek. Sustained yield and recovery indicate a
Good well.
If you have any questions, please call Rick, 945-6159
J & M Pump Inc.
Richard A Holub
Lic. No 1196
Thank You!
~'""""""""""'~"""""-'1J1Pllll"""'"'
BOUNDARY EXHIBIT .... A Parcel of Land Situate in the SW% of Section 24,
Township 5 South, Range 90 West of the 6th P.M.,
County of Garfield, State of Colorado
.......
N 85"27'52" W
w.
~A-
\
\
\ ~ '""fo ~~ ~~ .,,
~
\
\
\.--
/
/
,?-'\
\
50.0' Leach Field s.tick
r/.
~ 1D=5°57'25" ~ R=206.79'
L=21.50' I r<-
CB=N 13"07'21HE I I "'' uu 4 "-.l;;J" W 329.JB'
CH=21.49' S 84°58'20" E ,__
1i -.1§~1· 1 r---_.._~
I =-Z'-o_ff _ -j_
S 16"06'03H W / r1 - --_ -=--=-1..._-::.._ --... "'e
5 ' --....J - -.... ,, 142.0 h ,. 30.0' I ......._ -...... -
1 // ~ =~ & Utility _ I amoo1 ~
f Easement ~I I
24.0' I f ~· \ I .
Access Easement~ k aJ/ 2 Story Wi~,.,-{ f.. \
I 1; I Cabin ~ 1
;: \
D= 105°59'30" " ;7 Ii:/ /:? 1'
R=l53.42' I;. ;I ~I .,
L=283.81' I .. ~I Buried Prq>ane I
CB=N69"05'59"E / 1~t; S"I Tank I
i
CH=245.04' / ~ .;.;z..:--~I _p
'"1 I .;~ 85.37' -'~ -~ ,..,...../.& ~ ---j_Ss]"07'3{Fo-CIJ\ WoodDedc I I . ~ ~-~--A'///---a--,__E , I J -J?t----:::...-=--:.-,...::'...Y 30.0' J'27.s_e:_:_-.;.-BuildingEnr.ielq>e f~
--:--.... ,,,_-:...._-:..:-_ -1-~s -Book 17ss, Page 940 ~ I~
697.34' "
. ..! \.
~""'--Approrim.ate centerline
location of canyon
Creek per satellite image
.....
' ...__
PROPERTYDESCRIP110N
A PARCEL OF LAND SJTUATE IN THE SWl/4 OF SECTION 24, TOWNSHIP 5 soum, RANGE 90 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COWRADO. SAID PARCEL
OF LAND BEING A PORTION OF THE PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873 AS FILED WITH THE CLER!( AND RECORDERS' OFFICE OF GARFIELD COUNTY,
COWRADO. SAJD PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST l4 CORNER OF SAID SECTION 24, A BLM ALUMINUM CAP IN PLACE; THENCE S45"39'33'E 2127.55 FEET TO A POINT ON THE NORTHERLY UNE OF
SAJD PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873; THE TRUE POINT OF BEGINNING; THENCE ALONG SAID NORTHERLY UNE S86"25'13'E 166.52 FEET; THENCE
DEPARTING SAJD NORTHERLY UNE S05"38'25"W 334.17 FEET TO A POINT ON THE SOUTifERLY UNE OF SAID PARCEL OF LAND; THENCE ALONG SAID SOUTHERLY UNE
N82"02'08'W 166.55 FEET; THENCE DEPARTING SAJD SOUTHERLY UNE N05"38'25'E 321.42 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 1.252
ACRES, MORE OR LESS.
TOGETHER WITH A STRIP OF LAND 30 FEET IN WIDTH FOR THE PURPOSE OF AN ACCESS AND UTILITY EASEMENT, SITUA1E IN THE SWl/ 4 OF SECTION 24, TOWNSHIP 5 SOUTif,
RANGE 90 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COWRADO. SAID STRIP OF LAND BEING SlTUATE WITHIN A PARCEL OF LAND AS DESCRIBED IN BOOK 831,
PAGE 873 AS FILED WITH THE CLER!( AND RECORDER'S OFFICE OF GARFIELD COUNTY, COWRADO. SAID STRIP OF LAND LYING 15 FEET TO EACH SIDE OF THE FOLLOWING
DESCRIBED CENTERUNE:
COMMENCING AT THE WEST l4 CORNER OF SAID SECTION 24, A BLM ALUMINUM CAP IN PLACE; THENCE S41"37'37'E2030.29 FEET TO A POINT ON THE WESTERLY UNE OF SAID
PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873, THE TRUE POINT OF BEGINNING; THENCE DEPARTING SAID WESTERLY UNE S84"58'20"E 169.11 FEET TO THE POINT
OF TERMINUS; WHENCE THE WEST l4 CORNER OF SAID SECTION 24 BEARS N44"42'45'W 2156.39 FEET.
TOGETHER WITH A STRIP OF LAND 30 FEET IN WIDTH FOR THE PURPOSE OF AN ACCESS EASEMENT, SITUA1E IN THE SWl/ 4 OF SECTION 24, TOWNSHIP 5 soum, RANGE 90
WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STAIE OF COWRADO. SAID STRIP OF LAND BEING SITUA1E WITHIN A PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873
AS FILED WITH THE CLER!( AND RECORDER'S OFFICE OF GARFIELD COUNTY, COWRADO. SAJD STRIP OF LAND LYING 15 FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED
CENTERUNE:
COMMENCING AT THE WEST l4 CORNER OF SAID SECTION 24, A BLM ALUMINUM CAP IN PLACE; THENCE S36"43'18'E 2126.57 FEET TO A POINT ON THE WESTERLY UNE OF SAID
PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873, THE TRUE POINT OF BEGINNING; THENCE DEPARTING SAID WES1ERLY UNE S81"07'38'E227.85 FEET TO THE POINT
OF TERMINUS; WHENCE THE WEST l4 CORNER OF SAID SECTION 24 BEARS N40"42'20'W 2294.89 FEET.
S 82°02'08• E Easement tf '!"' h... --,-~·----Ii
... 1364.09•
• ·-
·,_ ... ~
-... ---.
/ .
.. ..·
I • ·' 1
NOTES
1.) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S:J2"38'37"E BE1WEEN THE
WEST 1/4 CORNER OF SECTION 24, A BLM ALUMINUM CAP IN PLACE AND THE SOUTHERLY
ANGLE POINT OF SUBJECT PROPERTY, A #5 REBAR IN PLACE, AS SHOWN HEREON.
2.) DA1E OF SURVEY WAS OCTOBER 10, 2005.
3.) THIS SURVEY IS BASED ON DOCUMENTS OF RECORD AND MONUMENTS FOUND IN
PLACE AS INDICATED HEREON.
4.) THIS BOUNDARY SURVEY WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE
COMMITMENT AND DOES NaJ' REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR
BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE
OWNERSHIP, COMPA11BILJTY WITH ADJOINING PARCELS, OR EASEMENTS OR
ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
5.) THIS BOUNDARY SURVEY DOES NOT REPRESENT ANY OTHER TYPE OF SURVEY SUCH
AS AN IMPROVEMENT SURVEY, EXISTING CONDIDONS OR IMPROVEMENT WCATION
CERTIFICA1E , ETC.
6.) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGALAC110N 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 1EN YEARS FROM THE DA1E OF CERTIFICATION SHOWN
HEREON.
~88'37'3r E ~ 300.
-....__
-........ -•
-............
-~
i!'i
Ii:
~ c
i!'i
--1~
-...
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~~~~
Iii
~~
le 8
~~ a :)
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~~
FlLE: BASEMAP
OFT. SRB
CK. SCB
DAlE: 7 /31/12
PROJECT NO.
12025--01
SHEET 1
i
GRAPHIC SCALE
BOUNDARY EXHIBIT
A Parcel of Land Situate in the SW% of Section 24,
Township 5 South, Range 90 West of the 6th P.M.,
County of Garfield, State of Colorado
T•·•l i T i i
L11 ..... 1"""'°"~---'°'
( IN Fl!ET )
1 Inch = 100 fL
N 85°27'5:;1" W
N 88°37'35°~E
PROPERTY DESCRIPTION
A PARCEL OF LAND SITUATE IN THE SW1/4 OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STAIB OF COWRADO. SAID PARCEL
OF LAND BEING A PORTION OF THE PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873 AS FILED WITH THE CLERK AND RECORDERS' OFFICE OF GARFIELD COUNTY,
COLORADO. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST Y, CORNER OF SAID SECTION 24, A BLM ALUMINUM CAP IN PLACE; THENCE S45°39'33"E 2127.55 FEET TO A POINT ON THE NORTHERLY UNE OF
SAID PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873; THE TRUE POINT OF BEGINNING; THENCE ALONG SAID NORTHERLY LINE S86°25'13"E 166.52 FEET; THENCE
DEPARTING SAID NORTHERLY UNE S05°38'25"W 334.17 FEET TOA POINTON THE SOUTHERLY UNE OF SAID PARCEL OF LAND; THENCEAWNG SAID SOUTHERLY UNE
N82"02'08"W 166.55 FEET; THENCE DEPARTING SAID SOUTHERLY UNE N05°38'25"E 321.42 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 1.252
ACRES, MORE OR LESS.
TOGETHER WITH A STRIP OF LAND 30 FEET IN WIDTH FOR THE PURPOSE OF AN ACCESS AND UTIUTY EASEMENT, SITUAIB IN THE SW1/4 OF SECTION 24, TOWNSHIP 5 SOUTH,
RANGE 90 WEST OF THE 6TH P.M., COUNTY OF GARFIEW, STATE OF COLORADO. SAID STRIP OF LAND BEING SlTUATE WITHIN A PARCEL OF LAND AS DESCRIBED IN BOOK 831,
PAGE 873 AS FILED WITH THE CLERK AND RECORDER'S OFFICE OF GARFIELD COUNTY, COWRADO. SAID STRIP OF LAND LYING 15 FEET TO EACH STDE OF THE FOLLOWING
DESCRIBED CENTERUNE:
COMMENCING AT THE WEST Y, CORNER OF SAID SECTION 24, A BLM ALUMINUM CAP IN PLACE; THENCE S41°37'37"E 2030.29 FEET TO A POINT ON THE WESTERLY UNE OF SAID
PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873, THE TRUE POINT OF BEGINNING; THENCE DEPARTING SAID WESTERLY UNE S84 °58'20"E 169.11 FEET TO THE POINT
OF '.lERMINUS; WHENCE THE WEST Y. CORNER OF SAID SECTION 24 BEARS N44°42'45"W 2156.39 FEET.
TOGETHER WITH A STRIP OF LAND 30 FEET IN WIDTH FOR THE PURPOSE OF AN ACCESS EASEMENT, SITUAIB IN THE SWI/ 4 OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 90
WEST OF THE 6TH P.M., COUNTY OF GARFIEW, STAIB OF COWRADO. SAID STRIP OF LAND BEING SlTUAIB WITHIN A PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873
AS FILED WITH THE CLERK AND RECORDER'S OFFICE OF GARFIELD COUNTY, COWRADO. SAID STRIP OF LAND LYING 15 FEET TO EACH STDE OF THE FOLLOWING DESCRIBED
CENTERUNE:
COMMENCING ATTHE WEST Y. CORNER OFSAID SECTION 24, A BLMALUMINUMCAP IN PLACE; THENCE S36°43'18"E 2126.57 FEET TOA POINTON THE WESTERLY UNE OFSAID
PARCEL OF LAND AS DESCRIBED IN BOOK 831, PAGE 873, THE TRUE POINT OF BEGINNING; THENCE DEPARTING SAID WES'.lERLY UNE S81"07'38"E227.85 FEET TO THE POINT
OF '.lERMINUS; WHENCE THE WEST Y. CORNER OF SAID SECTION 24 BEARS N40°42'20"W 2294.89 FEET.
3 7
4 r2s·
~~· ...,.,,..-(
CB •N l3"0'l':Jl •• I
:..aJ .49'.............,,
NOTES
1.) BASTS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S22°38'37"E BETWEEN THE
WEST 1/4 CORNER OF SECTION 24, A BLM ALUMINUM CAP IN PLACE AND THE SOUTHERLY
ANGLE POINT OF SUBJECT PROPERTY, A #5 REBAR IN PLACE, AS SHOWN HEREON.
2.) DAIB OF SURVEY WAS OCTOBER 10, 2005.
3.) THIS SURVEY IS BASED ON DOCUMENTS OF RECORD AND MONUMENTS FOUND IN
PLACE AS INDICA'.lED HEREON.
4.) THIS BOUNDARY SURVEY WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE
COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR
BOOKCUFF SURVEY SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE
OWNERSHIP, COMPATIBJUTY WITH ADJOINING PARCELS, OR EASEMENTS OR
ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
5.) THIS BOUNDARY SURVEY DOES NOT REPRESENT ANY OTHER TYPE OF SURVEY SUCH
AS AN IMPROVEMENT SURVEY, EXISTING CONDIDONS OR IMPROVEMENT WCATION
CERTIFICAIB, ETC.
6.) 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 DAIB OF CERTIFICATION SHOWN
HEREON.
1~~~ ~~ ... ~ ~~~f;l
!~[[
~~~~
Iii w -0
J: ~ ~-
!~
:) ~ ~ Cl)
~
i51 ~~~
l~i
~I
FILE: BASEMAP
OFT. SRB
CK. SCB
DATE: 7 /31/12
PROJECT NO.
12025-01
SHEET 1
OF 1