HomeMy WebLinkAbout1.00 General Application MaterialsGarfield County
LAND USE CHANGE PERMIT
APPTICATION FORMTt [{:Ë:il!'i.: t,-i
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
l970l94s-82t2
www. ga rfi el d-countv.com
TYPE O APPTICATION
ministrative Review
INVOLVED PARTIES
Owner/Applicant
*dtrtl.,!5å"{J
¿Ì0¡úfÞttjÅ.r¡l"y jl
Name:Wendy Davis & Alan Schoenbaum Phone:1210 t 4102811
3112 Windsor Road, Suite A#525Mailing Address
Deve in 100-Year Flood lain
ain Variancein 100-Year FloodDeveReviewLimited I
Code Text AmendmentlmReview
UD EPUD Amendment
Rezoning
ne District
Aooroved LUCPI lsup
endments to an
LIR IR
nistrative I nrary Housi FacilMinorTem
retationalof Administrative Iublic ROWnofaCouRoa
reas and Activities of State lnterestLocation and Extent Review
modation Pursuant to Fair Housing Actl-lComprehensive Plan Amend
nanceline Devel-lp
lso check ofo nalapplicationme Extension
Austin state: TX zip code. 78703City:
E-mail wendyrdavisl 963 @ gmail.com, alan.schoenbau m @ gmail.com
Representative (Authorization Required)
Name:Zone 4 Architects, LLC by Dylan Johns
P.O. Box 2508
Phone:r97O .4298470
Mailing Address:
City:Aspen state: CO Zip code:81612
E-mail djohns @ zone4arch itects.com
PROJECÍ NAME AND TOCATION
Project Name:
360 River's Bend
Assesso¡'s Parcel Number _ _2_393-291-01:005
Physical/Street Address:360 River's Bend
Legal Description:Section: 29 Township: 7 Range: 88 Subdivision: Aspen Glen Flg 1; Lot:A-5
Zone District:PUD Property Size (acres)1.339
For Appeal of Administrative lnterpretation please include:
1. The Decision you are appealing.
2. The date the Decision was sent as specified in the notice (date mailed|.
3. The nature of the decision and the specified ground for appeal. PIease cite specific code sections
and/or relevant documentation to support your request.
4. The appropriate appeal fee of5250.00.
5. Please note a completed AppealApplication and fees must be received within 30 calendar days
EXiSting USe' undowloped Lsod, zoned for slnqlE FsmlD ñesrsn€
Descript¡on of Project:Single-Family Home
Proposed Use (From Use Table 3-403):-Bdúm
Umi hûohE lffi!¡ tunfu, thdo H (Fr logd ld)-
of
Submission Requirements
E the Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section:
Section:
Section:
Section:
Waiver of Standards
E 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.
i-ó8168êW+,2022
Signature of Propefi Owner or Authorized Representative, Iitle Date
FireNumber=EæÊ- -Aqe?Fee Paid:
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FroooPtAtN DevrtoPMENT Prnmn
AT
360 Rlvrns BeruD DR.
G¡nn¡to CouNTY, CO
FOR
Weruov D¡v¡s & Anru Scno¡ruBAUM
800 W 5" Sn¡¡r APT. 505
Austlt¡, TX 78703
October 12,2022
October 12,20?2
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303.444.1ç51
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RE
Glenn Hartmann, Senior Planner
108 8th St. Suite 401
Glenwood Springs, CO 81601
Floodplain Development Permit Letter
\ilendy Davis & Alan Schoenbaum- 360 Rivers Bend Dr.
JVA Job No. 3517c
Dear Glenn:
1.0 Summary
The proposed development consists ofthe construction of a single-family house located on Lot 5A
of the Aspen Glcn subdivision located in Garfield County. The property is located within aZone
AE Special Flood Hazard Area (SFHA). SFHA areas are defined as the areathat have a lo/o chance
of being inundated by the annual chance flood. Zone AE is defined as an area inundated by the
100-year tlood t'or which Base Flood Elevations (BFE) have been established. By using available
Flood Rate insurance Map (FIRM) and satellite imagery, A BFE of 6043.00 (NAVD 88) can be
determined tor the property.
The proposed residence is a two-story residence. The finish floor elevation (FFE) of the house is
6044.00 (NAVD 88). With thc proposcd FFE, and the BFE, it can bc dctcrmincd that structures
will be a minimum of 1 foot above the BFE. The site was graded for positive drainage around the
house including swales to direct larger flows around the house. The lowest grade adjacent to the
proposed structure is 6043.00 (NAVD 88).
2.0 County X'loodplain Overlay Regulations
The Garfield County Land Use zurd Development Code contains standards tbr a development
within the floodplain and speciff standards for development in each of the SFHA zones defined.
Sections of the code that apply are as follows. 301 B-H. 4-109. 4-203^ and 7-203d. The standards
laid out in these sections can be found in the following sections of this report.
A zero-rise determination is still being determined and will be submitted upon completion.
2.1 Garfield County Land Use and Development Code 3-301
3-301 B. Generøl Støndards
L All New Construction or Substantial Improvements shall be designed (or modiJìed) and
adequately anchored to prevent flotation, collapse, or lateral movement of the structure
resultingfrom lrydrodynamic ønd hydrostatic loads, including the effects of buoyancy.
The proposed residence will be constructed on a slab on grade at an elevation I foot above
the tsFE
2. AII New Construction or Substantial Improvements shall be constructed be methods and
practice s that minimíze flood damage.
SOULÞÊR FORT COLt!NS WINfER PARK 6LENWOOD sPRING9 DENVÊR
( i) fillJl I ¡N(] I ll(,ìlJi l nl
360 Rivers Bend Dr. - Wendy Davis & Alan Schoenbaum
Floodplain Development Permit Letter
October 12,2022
2of6
The proposed residence \ryas designed to keep the FFE 1 foot above the BFE.
3. All New Construction or Substantíal Improvements shall be constructed with materials
resistant to flood damage'
The site is graded to keep the structure above the BFE and out of the floodplain.
4. Alt New Construction or Substantial Improvements shall be constructed with electrical,
heating, ventilation, plumbing, and air conditioning equipment, and other servicefacilities
that are designed and/or located so as to prevent water from entering into or accumulating
within the components during conditions offlooding.
All services are to be constructed 1' above the BFE at 6044' .
5. Atl Manufoctured Homes shall be installed using methods and practices which minimize
Jtood damage. For the purposes of thß requirements, Manufactured Homes must be
elevated and anchored to resist floatation, collapse, or lateral movement. Methods of
anchoring møy include, but are not limited to, use of over-the-top or frame ties to gtound
anchors. This requirement is in addition to applicable State and local anchoring
requirements for resisting wind þrces.
N/A
6. AII new and replacement woter supply systems shall be designed to minimize or eliminate
infilnation offloodwaters into the system.
N/A. The water service has already been constructed
7. New and replacement sanitary sewqge systems shall be designed to minimize or eliminate
infiltration of flood waters into the system and discharge from the systems into flood
waters.
N/4. The sanitary service has already been constructed
8. On-site water dísposal systems sholl be located to avoid impairment to them or
contamination.from them during Jlooding.
N/A
3-301 C. Specific Standards
In the Floodplain Overlay, where BFE data has been provided, the following provisions are
required:
1. Residential Construction. New Construction and Substantial Improvements of øny
residential structure shall have the Lowest Floor (including Basement), elevated to I foot
above the BFE. A qualifiedprofessional Engineer, architect, or land surveyor shall submit
a certification to the Floodplain Administrator.
The lowest FFE for the residence is 6044.00" 1 foot above the BFE.
3-301 D. Floodway
N/4. The residence is not located within the floodway.
3-301 E. Stsndurdsfor Ateus of Shallow Flooding
Minor flooding of less than 12 - inches is expected for the 100-yr event.
rllì I I
J I r | .. 1., 1,,1;i, rlYi,f r'i,l'\\\i'.,1^.\' i ' '¡'.' I I I I
360 Rivcrs Dend Dr. - Wcndy Davis & Alan Schocnboum
Floodplain Development Permit Letter
October 12,2022
3 of6
3-301 Ir. Proputics Removcdtrum the Fluuúpluin by FilL
N/4. The residence is not being removecl from the flooclplain by fill"
3-i0I G, Alferations af a Watercourse
N/4, Thç site grading is not causing any alterations to the watercourse,
3-301 H. Standards for Critícal Facilities
N/4. The residence is not considered a critical facility.
2.2 Garfïeld County Land Use Development Code 4-109
4-109 A. Overview
Applications for development within the 100-year Floodplain must receive a Floodplain
Development Permit prior to and development.
This has been completed as part of this application process.
4-109 B. Review Process
Development in the 100-yar Floodplain shall be processed pursuant to section 4-103,
Administrative Review. A h'loodplain l)evelopment Permit shall be issued upon approval oJ the
application.
This has been completed as part of the application process
4-109 C. Revíew Criteriø
A Floodplain Development Permit may be issued by the Director or designated Floodplain
Administrator if it is found that the applícation is in conformance with section 3-301, Floodplain
Overlay Regulations, and upon weighing the following relevant foctors:
1. The danger to life and property due toflooding or erosion damage;
The stntchtre is designed to be at a minimum of I foot above the BFE per the Garfield
County Land Use Development Code.
2. The susceptibility of the proposed facility and its contents to /lood damage and the ffict
of such damage on the individual owner;
The structure is designed to be at a minimum of I foot above the BFE per the Garfield
County Land Use Development Code.
3. The danger that materials may be swept onto other lands to the injury of others;
The only portion at risk of being swept away is the back porch as its graded less than 1 foot
above the BFE
4. The compatibility of the proposed use with existing and anticipated development;
The residence is located within a residential zone
J. 'I'he saJët1t oJ access to the properþ in times oJfloodJbr ordinary and emergency vehìcles:
The driveway access was designed such that the portion above the BFE would allow
vehicle access.
360 Rivers Bend Dr. -.Wendy Davis & Alan Schoenbaum
Floodplain Development Permit Letter
October 12,2022
4 of6
6. The costs of providing governmental services during and after flood conditions, including
maintenance and repair of streets and bridges, and public utilíties and facilities such as
sewer, gas, electrical, andwater systems;
Majority of the driveway is above the BFE. Water and sanitary services are existing and
the construction methods are unknown.
7. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood
waters and the effects of wave action, if applicable, expected at the site;
N/A
8. The necessity to the facility of a waterfront location, where applicable;
NiA
g. The availability of alternative locations, not subject to flooding or erosion damage, for the
proposeduse; and
N/A
10. The relationship of the proposed use to the Comprehensive Planfor that area.
This single family residence is located within a residential zone
2.3 Garfïeld County Land Use and Development Code 4'203
4-203 O. Floodplaín AnalYsis
When a project is located wíthin a Specíal Flood Hazard Area, if there is an indication or
suggestion that a project is located in a SFHA, or if a project is a division of land or a PUD over
5 acres in size or proposes 50 lots or greater, the application must include a Floodplain Analysis'
t. Floodplain Specific Site Plan. The Applicant shall submit a Site Plan with specific
information pertaining to the SFHA and shall include the following elements. The
Floodplain Administrator may require, or the Applicant may choose to submit, d more
detailedversion of all or part of the Site Plan. Arry elevation information shall be provided
ín the North American Vertical Datum of 1988.
a. Base Flood boundary andwater surføce elevations;
See FIRM attached.
b. FloodwaY boundarY;
See FIRM attached.
c. Channel of water course;
See FIRM attached.
d. Existing and proposed topographic contours shown at vertical intewals of no
greater than 2 feet;
See Site Plan attached'
e. Elevation of the Lowest Floor, including Bosement and garøge, or each existing
and Pr oPo s e d structur e ;
The lowest FFE is 6044.00'. See Site Plan attached'
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360 Rivcrs Bcnd Dr. * Wcndy Davis & Alan Schocnbaum
Floodplain Development I¡ermit Letter
October 12,2022
5ufti
Í. Proposed clcvations to which stt"uctut'cs will be -flood-proqfed;
Flood proofing is not proposed at this time. FFE is designed to be I foot above the
BFE
g. Existing and proposcd location, dimcnsion, and elevation of proposed landscape
alterations, structures, streets, wüter supply und uny sunitulionJitcililies;
See Site Plan attached.
h. Boundaries and total land area of existing and proposed impewious surfaces,
including structures ; and
See Site Plan attached.
i. Location of existing water supply ditches, inigation ditches and laterals.
See Site Plan attached.
2. A certificate from a qualified professional engineer or architect that the nonresidential
flood-proofed structure shall meet the flood-prooJìng criteria in section 3-301.C.2.,
Spe cifi c St andar ds þr Nonr e s idential C onstructiott.
N/4. This is a resitlential tlevelopmerrt.
3. An elevation certificate from a qualified professional sureyor, engfuteer or architect that
certifies that all residentiol construction and mechanical equipment will be at least I foot
above BFE.
See Elevation Certificate attached.
4. Description of the extent to which øny wotercourse or naturol drainage will be altered or
relocated as a result of proposed development.
No alterations are expected at this time. All construction to take place behind the 35' offset
from the high water mark.
5. An engineer's report completed by a qualified professional engineer experienced in
hydrologt or hydraulics, using a methodologlt acceptable to FEMA or the CWCB, that
address the standards in section 3-30i,.8-G. of this Code.
The purpose of this repoft is to show the compliance of the proposed project to all
applicable code.
2.3 Garfield County Land Use Development Code 7-203
7-203 A, Minimam Setback
I. A setback of 35 feet measured horizontally from the Typical and Ordinary High-Water
Mark (TOHlltM) on each side of a Waterbofii is required.
All grading improvements tbrthe site has been kept out of the 35' setback. See Site Plan
attached.
3.0 T'loodplain Analysis
The property is located within the Flood Zone AE, detined as an area which will be inundated by
the 10O-year flootl. Ry creating a surface for the floodplain water surface elevation and comparing
it to the existing surfbce provided by the surveyor, it can be determined that the tsFE for the
(i)\5{Jti ilr, rl;l,lil ì"
360 Rivers Bend Dr. - V/endy Davis & Alan Schoenbaum
Floodplain Development Permit Letter
October 12,2022
6 of6
property is located at 6043.00 (NAVD 88). This method was chosen because the property is located
ın a FIRM panel with no information to locate the property on the Flood Profiles within the Flood
lnsurance Study of Garfield County.
It has been determined that the residence will be protected from any flooding by being constructed
at a minimum of 1 foot above the BFE.
A zero-rise determination is still being determined and will be submitted upon completion.
Existing reports, HEC-RAS models, and studies have been requested from C\MCB (Colorado
Water Conservation Board) to aid in the determination of a zero-rise condition and will be included
upon the receival.
4.0 Site Grading
The project location is currently a vacant lot. The lot is relatively flat with elevations ranging from
approximately 6047.00' to 6040.00'with an average slope of 3.3Vointhe southwesterly direction.
5.0 Flood Damage Protection
By locating the residence at a FFE of 6044.00',1 foot above the BFE, it will be sufficiently
protected from flood damage.
6.0 Conclusion
The proposed property has been designed with consideration of flood protection. During the design
process, the Garfield County Land Use and Development Code was reviewed to ensure compliance
iince the property is located within the 100-year floodplain. By analyzing the FIRM panel and
associated BFEs, the residence has been designed in order to be protected from the 100-yr flood.
Sincerely,
rVA, INCORPORATED
J.R. Spung, P.E
Senior Project Manager
Dylan Dunn, P.E
Project Engineer
By
U.S. DEPARTMENT ÖË HOMELAND SËCURITY
ledera! *E nærgency Manageme nt AgencyNatonal Fload lnsuranco Program
OMB l.ls. 16S0-0008
Expiration Date; November 30, 2022
ELEVATION GERTIFICATE
lmporhnt Follow thê inshuctions on pägès 1-9.
Gopy all pages of this Elevation Certiftcste and all athchmentsfor (1)community ofücial, {2) insurance agont/compeny, and (3) building ownor.
SECTION A - PROPERTY I NFORI,IATION FOR INSURANCE COMPANY USE
Af . tsuilding Ownels Name
Wendy Davis & Alan Sdroenbaum
A?. Building Süeet
Box No.
360 Rivo¡s Bend
Address (including Apt., Unit Suitc, andlor Bldg. No.) or P.O. Route and
Policy Number;
Company NAIC Number:
C¡ty Shte
Golorado
ZIP Code
81 6?3Cqrbondalo
43. Proporty Description {Lot and
Lot A-5 Aspen Glen Filing No I
Blook Numbers, Tax Parcel Number, Legal Doscriplion, etÇ.)
44. Building Use (e.9., Residential, Non-Residential, Add¡tion, Accessory, etc.) Residential
45, Latit¡de/Longitude: LaL 39'2ı'20.73"Long" 107"'14'47.19"HorizontalDatum: Ü NAD 1927 E NAD lSBg
46. Attach at lea$ 2 photographs cf the building if the Certif cate is being used to obtain flood insurance
47. Bulldlng Diagram Number 1A
48. For a building wíth a crâwlspace or enclosure{s):
ä) Squärê foolage of crawlspace or enclosure(s) 0.00 sq fr
b) Number of permanent flood opanings in tho crawlspace or enç,losure(s) within 1.0 foot sbove adjacent grade
c) Total net area of flood openings in A8.b ç.gg sq in
0
d) Enginoered flood openings? ü y"u E no
49. For a building wlth an attached garage:
a) Squarefôotageofattachedgârage 793.00 sqfr
b) Number of permanont iood openings in the atlached garage within 1.0 foot above a-djacent grade 0
c) Total net area of Ìlood openings in A9.b N/A sq in
d) Engineered flood openings? fl yes E No
sFcTtoN B - FLOOD TNSURANCE RATE MAp (F|RM) TNFORMATTON
B1 , NFIP Communiþ Name & Community Number
080205
82. County Name
Garfeld
83. State
Çclorado
84. MaplPanel
Number
1856
85. Suffix
B
86. FIRM lndex
Date
12-15-1977
87. FIRM Panel
Effective/
Revised Date
01 -03-1 9t6
88. Flood
Zone{s)
A4/C
Bg. Bâse Flood Elevation(s)
{Zone AO, use Base Flood Ðepth)
6043
810. lndicate the source sllhê BasB Flood Elevaton (tst-t) data or base flood depth entered in ltem B9:
flFlS Profile fil ftnU I Community Ðetermined I Other/gource:
811. lndicate elevation datum used for BFË in ltem B0: fl NGVD 1s29 El NAVD 1S88 fl Othor/source:
812. ls the building located in a Cnastal Barrier Resouroea $yetem (GBRS) arça or Othen¡yise Protected Aroa (OPA)? [ yeo [! No
Designetion Date n cBRs ff oPA
FEMA Form 086-0-33 {12l1S)Roplaces all previous editíons.Form Page 1 of6
ELEVATION CERT¡FICATE OMB No.
Expíration
1660-0008
Date: Novembcr30,?022
IMPORTANT: ln g¡qsc spaccs. cgpy tho coreapondlng lnÍormaüon from sccüon A.USE
Building Skeet Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
360 Rivers Bend
Policy Numben
City
Carbondale Colorado 81623
Qompany NAIC Number
sEcTtoN c - BU|LD|NG ELEVATTON TNFORMATTON (SURVEY REQUTRED I
C1 . Building elevations are based on: fil Gonstrucüon Drawings* [ euirung Under Construetlon" f] finisnaa Consùuction*A new Elevation Certificatewill be requiredwhon conåtr¡ct¡on of the bulldlng þcomplete.
c2. Elevaüons - Zones A1-439, AE, AH,A (wih. BFEI YE, V-1-v30, v (q-h FFE), AR, ¿R/A, AR/AE, AR/A1-A30, AR/AH, AR/AO.Complete ltems C2.a+ belory according to thc ouìloin! diagram'epåciñsd in tibm Á2. ln n¡ãrto Rico ont¡ "ntjr *ãtotd. -
Benchmark Utilized: WEISHAAR Verlical Daü.¡m: 6205.3
lndicate devation daü¡m used lorlhe elsvaüons in items a) through h) below
n NGVD 1sz9 E NAVDI9BB fltfter/Source:
Datum used for bu¡lding elevations must be the samo as füat used for the BFE.
Check the meag¡¡remsnt used.
e) Top of bottom floor (including bascmenl crawlspace, or onclosure floor)
b) Top oftùe nexthlgherfoor
c) Bottom of the lowsst horizontal stuctural membgr (V Zones only)
d) Attached garâgs (top ofslab)
e) Lowêst elevation of machlnery or equipment seMcing the building
(Describe Çpe of eguipment ánd location in Commeri-ts)
f) Lowest adjacent (finished) grade nextto building (LAG)
g) Highoet adjacent (finiehcd) grado next to building (HAG)
h) Lowest adjaccntgrado at lowest elevation of deck or stairs, including
Etucù¡ral support
6044.0 fi feat
fil fcet
fi fcct
ffi feot
I meters
fl meterc
I meters
I meters
6t55-T7
60440
60¡14.0 [t fcet
fi feet
fi feat
fl meters
fJ mcters
I metors
6;042-Ø
6043-33
6043.1 ffi feet fl meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
Ïhis certTcation is to be slgned and-seq[gd by a land survoyor, engineer, or architect aut¡orized by law to certÍfu elevation information.
|f:l!!-þÊtn" lnrormgtþn 9n.tfiis Certifrcatarepresenls my øest_etø4s'!o iqterpretþe datd-avett¿tbte. i u;d;åtand'thirrätä;statement may be punisheble by ñne or imprisonment under l8 u.s. Code, Section 1001.
Were lalitrde and longiü.rde ln Sec{ion A provided by a liceneed land surveyor? ElV"s I tto f] Check here if attachmente.
Jcfrrey Allon Tutüo 33638
Owner
Tutlle Surveying Services
P.O. Box 983
Glenwood Springs Colorado 81001
08-2+2ú22
Telephone
(s70) 92&9706
and all etÞchmênt6 tur (1) community official, (2) insurândÐ , and (3) building owncr
type of equipmont and locaüon, per C2(e), if appllcüle)
Air will be located on a concrète pad, oubide of building foundation.
FEMA Form 080-0-33 UA19)Replaces all previous aditlons.Form Page 2 of6
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IMPROYEMENT LOCA?ION CER?IFICATE 360 .Eiver's Bend
Carbondale, Colorado. 81623 w@ø
Gørfield County
PAYMENT AGREEMENT FORM
GARFlELDcoUNTY("coUNTY")andPropertyowner("APPLlcANr)
WendV Davis & Alan Schoenbaum agree as follows:
1.The Aoolicant
360 F{iver's Bend;Aspen G
he County an
len Lot A-5
application for the following Project:has submitted to t
Z. 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. lf 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 af I 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 Wendy Davis & Alan Schoenbaum phone: t 210 ì 410-2811
Billing Contact Address:3112 Windsor Road, Suite A#525
City:Austin state: TX Zip code:78703
Billing Contact Email:wendyrdavisl 963 @ gmail.com, alan.schoenbau m @ gmail.com
Printed Name of Person Authorized to Sign AAldcr8ehænbaum
l/*9e tüðfl?ß?t+,2022
(Signature)(Date)
Garfield Counfit
CERTIX'ICATION OX' MINERAL OWNER RESEARCH
This lorm rs to be completed and submitted wtth ony applìcotlon lor o Lond Use Chønge Permìt,
Mineral interests may be severed from surhce right interests in real property. C.R.S. S 24-65'5-101, et *q,
requlres notlflcatlon to mineral owners when a landow¡rel applies for an application for development from a
local government. As such, the landowner must research the current owners of mineral interests for the
property.
The Garfield County Land Use and Dwelopment Code of 2013 {"LUDC") Section 4-101(EXlXbX4} requires
wrfüen notice to owners of mineral interests in the subject propeny in accordance with C'R'S' S 24-65.5-101,
et seq, "as such owners can be ldentified through the records in the office of the Clerk and Recorder or
Assessor, or through other means." This form is proof of applicant's compliance with the Colorado Revised
statutes and thc LUDC.
Thc undersigncd applicant crrtifics that mlneral ownGrs h¡vc bccn rr¡aarchcd for thc subJcct property as
rcqulrcd punuant to C.R.S, 0 24-65.5-10t, et scq, and Section 4-101 (Exll(bl{4} of thc Garfiold County Land
Uç and Dcvclopmant Codc, a¡ amondcd. As a re¡uh of th¡t rcsctrch, thc undcrsi¡ncd applicant ccrtifics
thc following (Ptease ínttlal on thc blonk llne next to l:he støtement thot oacurstely reflects tho rcsuh of
ræcorch):
-
I own the entire mineral estate relative to the subject propert$ or
Minerals are owned the listcd bclow
The n below (attach additiona I pages
as necessary):
N¡mc of Mincral Owncr Mallin¡ Addrcs¡ of Mineral Owner
I acknowlcdgc t rcvicwcd C.R.S. S 24-65.5-101, ¿t seq, and I am ln compliance with said statue and the
tUDC.
M*úe u)u't 'Lluó 10/1712022
*Please refer to the attached letter from the property owner
Applicant's Signaturc DrtC
Wendy R. Davis
Alan Schoenbaum
3112 Windsor Rd. Ste A 525
Austin, Texas 78703
Email: alan.schoenbaum(@gmail.com
October 14,2022
Re: Lot A-5, Aspen Glen Subdivision (360 River's Bend,) Carbondale CO 81623
To Whom lt May Concern:
The undersigned are the owners of Lot A-5, Aspen Glen Subdivision, 360 River's
Bend, Carbondale (Garfield County) CO 81623 ("Subject Property.") ln
connection with our apptication for a Flood Plain Development Permit for our
planned construction of a single family residence on the Subject Property we
conducted a diligent search of Garfield County property records relating to the
Subject Property to ascertain whether there are any mineral interest rights
affecting said property and have determined that there are no vested parties
with the right to extract minerals from said property.
Sincerely,
tt)ut ,L)'r¡
Wendy R. Davis
Alan Schoenbaum
Proof of Ownership of Lot A-5, Aspen Glen
(360 River's Bend, Carbondale, CO 81601)
DocuSign Envèlope lD E27 C2C58-FD3B'4440-8E48-3465FF804245
I¡/,A.RRANTY DEED
THIS DEED, made this lst day of June, 2021, between
DAG ÄSPEN, LI,C, A COLORADO LIMITED LIA.BILITY COMPÁ'NY
whose address is 629 Saddleback Road, Carbondale, CO 81623, GRANTOR(S)' and
WENDY R. DAVIS ÀND ALAN SCITOENBAUM
whose address is 3l l2 Windsor Rd., Ste A #525, Austin, TX78703, GRANTEE(S):
IryITNESS, that the granro(s), for and in consideration of the sum of Nine Hundred Eighty Five Thousand and 00/100 Dollars
($9g5,000.ó0), the reieipt and sufficiency ofwhich is hereby acknowledged, has granted, bargained, sold and conveyed, and
by these presents does grant, bargain, sell, convey and confirm unto the grantee(s), grantee's heirs and assigns forever, not in
tenancy in common Uuilf.¡ ;Offff TENANCY, all the real prcperly, together with improvements, if any, situate, lying and
being in the County of Oarfield and State of Colorado, described as follows:
Lot A-5,
ASPEN GLEN FILING 1, according to the Ptat thereof recorded April 6' 1995 as Recepfion No. 476330.
also known by street and number as: 360 Rivers Bend' Carbondale, CO 81623
TOGETHER with alland singular thehereditamentsand appurtenances thereunto belonging, or inanywiseappurtaining,.and the
reversion and reversions, remuiì'der and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and
demandwhatsoever of the grantor, either in law orequity, of, inand tothe above bargained premises, withthe hcreditaments and
appurtenances;
TO HAVE AND TO IIOLD the said premises above bargained and described, with the appurtenances, unto the grantee, grantee's
heirs and assigns forever.
The granto(sl forthe grantor, grantor's heirs, and personal representatives, does covenant, gran! bargain and agree to and wiù the
gr^ni.", gruotï.'t heirs and *riþt, that at the time of the ensealing and delivery of these presen¡s, grantor is well seized of the
ir.riseiuUore conveyed, has gãod, sure, perfect" absolute and indefeasible estate ofinheritance, in law, in fee sìmple, and has good
iight, full porver and låwil auttrority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are
fì.ãe and ciear from all former anO otheigrants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions ofwhatever
kind or naturg soever, except for general taxes for the current year and subsequent years, and except easements, covcnants, conditions,
restrictions, reservations, and righis ofway ofrecord, ifany; subject to Statutory Exceptions as defined in c.R'S. $38-30-t 13, Revised.
The grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable
posseision of the grantees, grantee's heirs and assigns, against all and every person or persons lawfully claiming the whole or any part
thereof.
The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to ail genders.
IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above.
DAG Gtrr limited liability comPânY
By:
Member
TE OF: Colorado
OF: Garfield
The foregoing instrument wâs subscribed, sworn to,
2021 by John A. Ciucci, Managing
and acknowledged before ^"rnffiof May,
Aspen, LLC, a Colorado limited líability compåny.
GE$IERAL WÂRRANTY DËÊD. JO¡NT
TENA:SCY
a6ß291
May 24,2021
I l:0? AMffil';x-toMPA'NY
Member of DAG
DocuSign Envelope lD: E27C2C5&FD3B-4440-8Ë4&'3465FF804245
My conmkdon oxpirss: þþf#?t
Navada Fl. Hunter
NOTAÊY PUSIJC
sTå:r 0F c0{-ol{Al,t)
¡,g1rRy tDÊ 2g.r4nr&0
,lY qxFqts
tilitncsr my
CÊNENÂL W^Rfui}¡TY ÐETD . JONT
TÞ\ANCY
0603291
lday ?4,2031
ll:07,{Mffi;,;**SCIMPANY
10111122,2:(X PM
Porcel
Garfield Counly Land Explorer
Garfie¡d Gounty Land ExPlorer
Physlcol
Address Owner Accounl
Num Molllng Addtess
239329 I 0l 003
239329101OO4
239329 I 01 005
2393291010r0
239329 r 0r 0l I
239329102030
239329201006
239329201007
239329201092
239329202002
239329202003
ROW
318 RIVERS BEND
CARBONDALE
340 RIVERS BEND
CARBONDALE
3óO RIVERS BEND
CARBONDALE
303 RIVERS BEND
CARBONDALE
2ó3 RIVERS BEND
CARBONDALE
Not ovoiloble
CARBONDALE
372 RIVERS BEND
CARBONDALE
404 RIVERS BEND
CARBONDALE
417 RIVERS BEND
CARBONDALE
Not ovoiloble
CARBONDALE
Not ovoiloble
CARBONDALE
Not ovoiloble null
BRINDELL, CHARLES R JR & OLMSTEAD, REBECCA J R83OOO3
HARLEE 425 LLC R830004
DAVIS, WENDY R & SCHOENBAUM, ALAN R830005
BOMERSBACK, ALLAN MICHAEL & CHERYL LYNN R8300r 0
ROOS, T BENJAMIN & ELIZABETH R8300t I
CORYELL RANCH COMPANY, LLC R0059ó5
MARLOW, KEITH E & MICHELLE R R83000ó
BEINSTEIN, .JERRY & LESLIE R830007
ASPEN GLEN A-8 LLC ROg422ó
RUNCK, DAVID & OLIVIA R005937
B3P IRREVOCABLE TRUST ÐATED 12/20/2018 A
NAVADA ASSET PROTECTION TRUST
R005938
35I8 GILLESPIE STREET DALLAS, ÏX
752t9
2333 GULF OF MEXICO DRIVE A2
LONGBOAT KEY, FL 34228
8OO W sTH STREET APT 505 AUSTIN,
TX78703
PO BOX 310 CARBONDALE, CO
8l ó23
2ó3 RIVERS BEND CARBONDALE,
co 8l ó23
PO BOX 21307 HILTON HEAD
tsLAND, SC 29925
372 RIVERS BEND CARBONDALE,
co 81 ó23
O4O4 RIVERS BEND CARBONDALE,
co 81 ó23
20 SUNSFT DRIVE #I BASALT, CO
8t 621
I óó02 WEST 48TH LANE GOLDEN,
co 80403
999 VALLEY ROAD CARBONDALE,
co 8r ó23
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