HomeMy WebLinkAbout1.0 Application-'2O-2002 09:59A FROM:BLOGPLANGARCO 9703843470 TO:9P9842711 P:2
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APPLICATION
Amended Plat
rtotca GARFIELD COUNTY PLANNING DEPARTMENT
109 8`h Street, Suite 303
---OeCe Glenwood Springs, CO 81601
Phone: 970-945-8212 Fax: 970-384-3470
Submittal Date: I0 130102_ Base Fee: $150.00
RECEIVED
OCT 2 9 2002
GARFIELD COUNTY
BUILDING & PLANNING
Applicant: idtia n SCA ctior2 Gnd SvJarn Oar/ii! e
Address of Applicant: 22 1 ��;ma n ch ey,
Tr
Mc' (ai f/F, � 2
Subdivision Name: L/A (t e /4 SCiki/visiG%!
Location of Plat Amendment: L o fis 3d /3/0(-4 3 Zomig: /Q M H/G/(20
Please Note: The following submittal requirements apply to any proposed amended plat that does not
have an approved Preliminary Plan to verify the consistency with the proposed amended plat OR that
results in the relocation of property lines between more than two (2) adjacent properties.
SUBMITTAL REQUIREMENTS:
1) Copy of the deed showing ownership in the applicant, or a letter from the property owner(s), if
other than the applicant
2) Names and addresses of owners of record of land immediately adjoining and within two
hundred feet (200') of the proposed amended plat, mineral owners and lessees of mineral
owners of record of the property to be a part of the amended plat, and tenants of any structure
proposed for conversion;
3) Evidence of the soil types and characteristics of each type;
4) Proof of legal and adequate source of domestic water for each lot created, method of sewage
disposal, and letter of approval of fire protection plan from appropriate fire district;
5) If connection to a community or municipal water or sewer system is proposed, a letter from the
governing body stating a willingness to serve;
6) Narrative explaining why amended plat is proposed.
The consideration of this amended plat, if applicable to the submittal requirements stated above, will
require at least one (1) public hearing for which public notice must be provided. The Planning
Department will mail you-intb nation concerning this.hearing(s), approximately 45 days prior to the
scheduled hearing. You will then be 'required to 'notify, by certified return receipt mail, all adjacent
landowners and publish the notice provided by the ?IanningDepartment, in a newspaper of general
circulation. Both of these notices must be maned/ published at least 30 days prior to the public hearing.
The information contained within this application is complete and correct, to the best of my knowledge:
Applicant: JCi)Date: /0/2.1/02_
•
Brian Schwarz and Susan Dardis
271 Comanchero Tr
New Castle CO 81647
Garfield County Planning Department
109 8th Street, Suite 303
Glenwood Springs, CO 81601
Dear Garfield County Planning Department
We own Lots 3 and 4, Block 3 in the Elk Creek Subdivision. We are in the planning stage
of building a home for ourselves on Lot 4 while we live in the existing trailer which lies mostly on
Lot 3. After a lot of research and discovery we found that our old septic is worn out and in need
of replacing, which we are in the process of doing. After learning about septic system set backs
and requirements, and getting some input from Garfield county Building Department on where to
position the new system, our options became somewhat limited to putting most of the new septic
system on Lot 3. This new location, as I understand it, would in effect merge Lots 3 and 4
together.
What we are hoping to do through the Amended Plat procedure is officially merge the two
lots together and eliminate the easement going through the middle of the two lots. By abandoning
the middle easement we hope to avoid possible, future problems with the utilities. We also hope
to ease some of the constraints that the middle easement puts on our ability to plan, a much
further in the future, A.D.U. (Mother In-law Unit) and garage.
We have had utility locates done along the entire easement in question and have found no
utilities serving any properties other than our own property.
Enclosed are letters from all the utilities along with Quit Claim Deeds from some, which
we have already recorded with Garfield County Clerks office. Also enclosed are documents
showing proof of ownership, source of water, soil types, names and address of neighbors, Quit
Claim Deeds and letters.
Thank you for your consideration of this application.
Sincerely
Brian Schwarz and Susan Dardine
Ja_ AO(
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ELDORADO ENGINE/YIN& CO.
NEO CA9TLe.r.VitA00
tiNiT-- ONE
ELK .CREEK
DEVELOPMENT
SEC 25, T-54
TIHIS DEED, Made this day of April 6, 2000, between
HAROLD 0. TEMPLETON
of the County of GARFIELD and State of COLORADO,
grantor, and
BRIAN SCHWARZ AND SUSAN M. DARDINE
whose legal address is 202 EUCLID AVENUE, CARBONDALE, CO
81623 of the County of GARFIELD and State of COLORADO,
grantees:
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WITNESSETH, that the grantor, for and in consideration of the sum of 572,165.00 DOLLARS, the receipt and
sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does
grant, bargain, sell, convey and confirm unto the grantees, their heirs and assigns forever, not in tenancy in
common but in joint tenancy, all the real property, together with improvements, if any, situate, lying and being in
the County of GARFIELD and State of Colorado, described as follows:
LOT 3 AND LOT 4
BLOCK 3
UNIT ONE OF THE ELK CREEK DEVELOPMENT
also known by street and number as 271 COMANCHERO TRAIL, NEW CASTLE, CO 81647
TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining
and the reversion and reversions, remainder and remainders, rents, issues and profits thereof: and all the estate,
right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above
bargained premises, with the hereditaments and appurtenances.
TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said
grantees, their heirs and assigns forever. And the grantor, for himself, his heirs end personal representatives, does
covenant, grant, bargain and agree to and with the grantees, their heirs and assigns, that at the tine of the
ersealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect,
absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful
authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the sane are free and
clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of
whatever kind or nature snever, EXCEPT FOR TAXES FOR TRE CURRENT YEAR, A LIEN BUT NOT YET DUE OR PAYABLE, EASEMENTS,
RESTRICTIONS, COVENANTS ANC RIGHTS -OF -NAY OF RECORD, IF ANY,
The grantor shall and will IWtRANT AND FOREW.R MEND the above bargained premises in the quiet and peareabe
possession of the grantees, their heirs and assigns, against ell 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 all genders.
1N WITNESS WHEREOF the grantor has executed this deed on the date set forth a
HAROLD 0. TEMPIETON
STATE OF COLORADO 1 . .
Iss. ,+s0:/ ,
COUNTY OF GARFIELD ) O .,
The foregoing instrument was acknowledged before me this day of April 6, 2000 by : '3 11 '/1
,
HAROLD 0. TEMPLETON
(/V1G t,
My Commission expires: 10/03/2003 ..
r
Witness my hand and official seal. _
Return to: Mason & Morse Real Estate t��/
801 Colorado Ave. Notary ic. STEPHEN J. RRTTIIR
Glenwood Springs, CO 81601 Celorado West Tide Insurance Company
617 Colorado Ave.. Sulte 108
Garwood Spksps. CO 81601
(970) 945-0408
921A Rev 3-85 wARAANTY 0060 (to Joint Tenants) CASEI GL 4278
DOC FEES 7.22
• •
WATER PURCHASE AGREEMENT
TOWN OF NEW CASTLE
AND
ELK CREEK HOMEOWNERS ASSOCIATION
THIS AGREEMENT is entered into on this
,;ca
day of
, 1992, by and between the Town of New Castle, Colorado
( ereinafter "Town") and the Elk Creek Homeowners Association, A
Colorado non-profit corporation (hereinafter "Association"),
WITNESSETH:
WHEREAS, the Association desires to purchase treated water
from the Town's municipal water supply and the Town has agreed to
sell treated water to the Association on the terms and conditions
hereinafter provided.
NOW, THEREFORE, for and in consideration of the covenants
and agreements herein contained, the parties agree as follows:
1. Agreement for Sale and Purchase. The Town shall sell
and the Association shall purchase treated water from the. Town's
municipal water supply subject to the terms and conditions
hereinafter set forth.
2. Bulk Water Service. This Agreement shall be for "bulk"
water service to the Association. It is acknowledged that the
Town's water treatment facilities are located immediately
adjacent to the Elk Creek Development served by the Association's
water system. The Town shall provide treated water to the
Association at a metered water tap installed at the sole cost and
expense of the Association; provided that installation -of said
tap and water meter shall be under the supervision of the Town
and shall be in accordance with plans and specifications prepared
by an engineer at the sole cost and expense of the Association
and approved by the Town. Said meter shall be a totalizing
volumetric flow meter which shall accurately measure all water
delivered by the Town to the Association hereunder. Upon
installation of the flow meter, said meter shall become the
property and responsibility of the Town. The Town's
responsibility under this Agreement is to provide treated water
to the Association at the metered water tap. The Association is
solely responsible for distribution of water to its users from
the metered water tap, and the Town shall have no responsibility
for such distribution.
3. Water Tap Fee. The Association shall pay to the Town a
tap fee of $50,000 to serve all of the residential units
currently served by the Association's water system. The units
currently served by the Association's water system are listed on
Exhibit A, attached hereto and incorporated herein by reference.
Said tap fee shall be payable in five (5) equal annual payments
of $10,000.00 each, with the first installment due thirty (30)
days after the execution of the Agreement by the Association.
Each succeeding installment shall be due on the same day each
subsequent year. No interest charge shall accrue on the unpaid
balance of such tap fee, unless a payment is not made when due,
in which event interest shall accrue on the past -due payments at
the rate of 20% per annum from the date the payment was due until
the balance due is paid in full. In the event an additional
residertial unit is connected to the Association's water system
after such initial connection, the full water tap fee for such
unit in the per unit amount of the then current tap feefor out
of Town service shall be payable prior to such connection.
4. Water Service Fee. The Association shall pay to the
Town a water service fee of $19.00 per month for each residential
unit connected to the Association's water system; provided that
if the total volume of water delivered to the Association's
system under this Agreement during any month exceeds that number
1
• •
of total gallons obtained by multiplying the number of
residential units connected to the Association's system by 15,000
gallons per unit,(the "base allotment") the Association shall pay
to the Town an excess use charge in the sum of $1.50 for each one
thousand gallons, or part thereof, delivered during such month in
excess of said base allotment. The Town shall be entitled to
adjust such water service fee and excess use charge from time to
time to reflect any proportional adjustment made in the water
service fees charged by the Town to other out of town water users
served by the Town.
5. Association Facilities. The Association shall be and
remain solely responsible for the maintenance, repair, upgrading,
upkeep and replacement of the water tap referred to Paragraph 2,
above, and of all of the distribution facilities within the
Association's water system. All of the Association's facilities
shall be installed, maintained, and operated in a manner which
will not interfere with the Town's water system or the Town's
performance of its obligations hereunder. The Association shall
levy from time to time against those served by the Association's
water system. The Association shall indemnify and hold harmless
the Town from and against any and all claims, damages or
.Liability arising from the Association's operation of the
Association's water system, and the Association's distribution of
water for any purpose, including fire protection.
6. Curtailment of Service. In the event the Town's
municipal water system becomes inadequate to serve all of the
demands for water service therefrom. The Town may limit the
delivery of water under this Agreement during any month to the
base allotment as above provided. The Town may further curtail
the delivery of water hereunder provided that such curtailment is
applied equitably to all water users receiving service from the
Town's municipal water system.
7. Limitation on Units Served. Any provision herein the
contrary not withstanding, the Association covenants and agrees
that not more than sixty-five (65) residential units shall
receive water under this Agreement, unless the Town otherwise
expressly agrees, in writing.
8. Water rights Dedication. In consideration of the Town's
acr.reement to supply treated water to the Association as herein
provided, the Association shall, concurrently with the execution
of this Agreement, dedicate and convey to the Town all water
rights owned by the Association, including all rights in Hank's
well. No. 1 as decreed in Case No. W-1282 in the District Court in
water Division No. 4. The parties agree that the value of such
Water rights is $12,000. In the event this Agreement is
terminated within ten (10) years after the date of this
Agreement, the Association shall have the right to repurchase the
water rights from the Town. If the termination occurs within six
(6) years from the effective date of this Agreement, the
repurchase price shall be $12,000.00. If the termination occurs
after six (6) years but within ten years after the effective date
of this Agreement, the repurchase price shall be $12,000.00 or
the current market value of the water rights, whichever is
crreater. The market value shall be determined by an appraisal
paid for by the Association, performed by an appraiser approved
by the Town. The repurchase price shall be paid by the
Association within sixa-y (60) days after the date of termination
of this Agreement. Upon payment of the repurchase price within
such time period, the Town shall reconvey the water rights to the
Association. If the Association fails to pay the repurchase
price within the time period set forth above, the Association
shall be deemed to have waived its right to repurchase the water
rights. The Association shall have no right to repurchase the
water rights if this Agreement is terminated more than ten (10)
years after the effective date of this Agreement.
2
• •
9. Town's Reserved Control. Subject to the covenants and
agreemen s herein contained, the Town reserves complete control
over its water system and nothing herein contained shall be
construe• as granting any ownership interest in the Town's water
r.-iohts o water distribution system. This Agreement, except as
otherwise expressly stated herein,is subject to all relevant
statutes and other law applicable to the Town and to the
ordinances, rules, and regulations of the Town, as the same may
be adopt -d or amended from time to time.
10. Shortage of Water. In the event there is a shortage of
water c used by drought, hostile diversion, prior or superior
claims, •r other causes not within the control of the Town, no
liability shall accrue against the Town, or any of its officers,
agents, •r employees, or any of them, for any damage, direct or
indirec , arising therefrom, and the payment to the Town provided
for here'n shall not be reduced because of any such shortage or
damage. The Town shall not be liable for any damage attributable
to loss •f pressure or loss of water caused by breakdown of
facilit es or transmission lines.
11. Term. The term of the Agreement shall be perpetual
unless •erminated as hereinafter provided.
12. Termination/Default. The Association may terminate this
Agreemeit upon giving the Town six months prior written notice;
provide• that the Association shall pay to the Town, when due,
all fee which accrue hereunder prior to such termination. In
the event the Association fails to pay to the Town any fees due
under tlis Agreement, or otherwise fails to comply with any of
its obligations under this Agreement, and if such failure
continu=s for a period of sixty (60) days following the Town's
written notice of such failure to the Association, the Town may
discontinue the delivery of water to the association under this
Agreement until the Association cures such default and pays to
the Town all such past due fees, together with interest at the
rate of 20% per annum from the date such fees were due until paid
in full, all costs of attorneys' fees, late charges as provided
by the Town's Ordinances, and all reasonable costs actually
incurred by the Town as a result of the discontinuance and
recommencement of such service. If the failure to cure the
default continues for a period of one hundred twenty (120) days
following the giving of the written notice, the Town shall also
he entitled to terminate this Agreement, which termination shall
not affect the rights of the Town to collect all fees and other
charges due and owing from the Association at the time of such
termination
13. Notices. Any notice, demand or request required or
permitted hereunder shall de deemed given upon mailing with
postage prepaid to:
Town of New Castle
P.O. Box 166
New Castle, CO 81647
Elk Creek Homeowners Association
P.O. Box 518
New Castle, CO 81647
Such. addresses may be changed by notice given in the same manner
as provided in this paragraph.
14. Governing Law. This Agreement shall be governed by the
Laws of the State of Colorado.
15. Partial Invalidity. If any of the terms, covenants,
conditions or provisions of this Agreement are held to be invalid
or unenforceable for any reason, the remainder of this Agreement
shall not be thereby affected and shall remain valid and fully
3
• •
enforceable.
16. No Assignment. The rights and obligations of this
Agreement shall not be assigned by either party without the prior
written consent of the other party.
17. Each party represents that the persons signing this
Agreement on behalf of the party have been duly and properly
authorized to execute this Agreement.
Executed the day and year first above written.
ATTE T:
TOWN OF NEW CASTLE
Town C er
WITNESS:
Secretary
By
Fra
Bres n, Mayor
ELK REEK HOMEOWNERS ASSOCIATION
By
resident
4
Gec�itech
May 31, 2002
Brian Schwartz
271 Commanchero Trail
New Castle, Colorado 81647
1hili-i'asslak 1,rittrc huicat. Inc.
{ Rum! 154
t;ICSIN1,Kxt Spring, I •i,tn mtio x16411
I'luutc:
9701-945-7914ti
1=:s�: 9711-9154i1S1
Ispp-'cs,lvely.C',sn
Job No. 102 343
Subject: Subsoil Study for Foundation Design, Proposed Residence, Lots 3 and 4,
Block 3, Elk Creek Subdivision, 0271 Commanchero Trail, New Castle,
Colorado.
Dear Mr. Schwartz:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for
design of foundations at the subject site. The study was conducted in accordance with
our agreement for geotechnical engineering services to you dated May 15, 2002. The
data obtained and our recommendations based on the proposed construction and
subsurface conditions encountered are presented in this report.
Proposed Construction: The proposed residence will be single story strawbele,ipas4-
_. • .. located on the site
as shown on Fig. 1. Ground floor will be slab -on -grade. Cut depths are expected to
range between about 3 to 6 feet. Foundation loadings for this type of construction are
assumed to be relatively light and typical of the proposed type of construction.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to re-evaluate the recommendations presented in
this report.
Site Conditions: The site is occupied by an existing mobile home and two sheds. The
building site has been graded relatively flat with a gentle slope down to the southwest
and about 3 feet of elevation difference. A 2 to 3 foot cut is located on the eastern side
of the lot and 3 to 4 feet of fill on the western side. Vegetation consists of scattered
landscape trees and lawn covered areas.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating three exploratory pits at the approximate locations shown on Fig. 1. The
logs of the pits are presented on Fig. 2. The subsoils encountered, below about 2 foot
of gravel road base in Pit 2 and 2 feet of sandy clay fill and 1 foot of sandy clay with
claystone fragments in Pit 3, consist of weathered to hard claystone bedrock.
Brian Schwartz Ill
May 31, 2002
Page 2
Weathered to hard claystone bedrock was encountered in Pit 1 from the grouad surface.
Results of swell -consolidation testing performed on relatively undisturbed samples of
the clay soils and claystone bedrock, presented on Fig. 3, indicate the clay has moderate
compressibility and the claystone has low compressibility under conditions of loading
and wetting. The clay sample showed a minor expansion potential when wetted under a
constant light surcharge. The laboratory testing is summarized on Table L ;Vo free
water was observed in the pits at the time of excavation and the soils were moist. The
bedrock materials were slightly moist.
Foundation Recommendations: Considering the subsurface conditions encountered in
the exploratory pits and the nature of the proposed construction, spread footings or a
rubble trench foundation constructed on the undisturbed natural soil or bedrock
materials can be designed for an allowable soil bearing pressure of 2,000 ps f. There
could be some post -construction foundation movement if the bearing materials become
wetted. The settlement could be differential between footings bearing on the soil and
footings bearing on the bedrock. Spread footings should have a minimum width of
16 inches for continuous walls and 2 feet for columns. The rubble trench should have a
width at least equal to the width of the strawbales. Existing fill and loose disturbed
soils and rock encountered at the foundation bearing level within the excavation should
be removed and the footing bearing level extended down to the undisturbed natural soils
or bedrock materials. Exterior footings should be provided with adequate cover above
their bearing elevations for frost protection. Placement of footings at least ;36 inches
below the exterior grade is typically used in this area. Footings placed on the hard
bedrock should not need the full frost depth. As an alternative, rigid foam insulation
could be used to prevent frost penetration. Typically the rigid foam insulation would
consist of 2" thick "blue board" extending out 2 feet from the foundation and placed
adjacent to the bottom of the foundation. Continuous foundation walls should be
reinforced top and bottom to span local anomalies such as by assuming an unsupported
length of at least 12 feet. Foundation walls acting as retaining structures should be
designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at
least 50 pcf for the on-site soil as backfill.
Floor Slabs: The natural on-site soils and bedrock materials, exclusive of topsoil and
existing fill, 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 sand and gravel should be placed beneath slabs -on -grade to act as a
H -P GEOTECH
Brian Schwartz
May 31, 2002
Page 3
leveling course. This material should consist of minus 2 inch aggregate with less than
50% passing the No. 4 sieve and less than 12% passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill
can consist of the on-site soils devoid of vegetation, topsoil and oversized rock.
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the residence has been completed:
1) Inundation 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 minim= slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in pavement
and walkway areas.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
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 expressed or implied. The conclusions and recommendations submitted
in this report are based upon the data obtained from the exploratory pits excavated at the
locations indicated on Fig. 1 and to the depths shown on Fig. 2, the proposed type of
construction, and our experience in the area. Our findings include interpolation and
extrapolation of the subsurface conditions identified at the exploratory pits and
variations in the subsurface conditions may not become evident until excavation is
performed. if conditions encountered during construction appear different from those
described in this report, we should be notified at once so re-evaluation of the
recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technical interpretations by others of our information. As
the project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
H -P GEOTECH
Brian Schwartz •
May 31, 2002
Page 4
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
If you have any questions or if we may be of further assistance, please let us know.
Sincerely,
HEPWORTH - PAWLAK GEOT _..:�..s��4`. L, INC.
lardy Z. Adamson,
Reviewed by:
Daniel E. Hardin, P.E.
JZA/ksw
attachments
cc: Architecture Energy Environment - Attn: Jeff Dickinson
Thele Structural Engineering Services - Attn: Mike Thele
H -P GEOTECH
EXISTIN
SHED
EXISTING
CONCRETE
PAD
1261 COMANCHERO TRAIL
BENCH MARK: GROUND SURFACE;
ELEV. um 100.0', ASSUMED.
■
PIT 3
PROPOSED
RESIDENCE
PIT 2
■ PIT 1
r
UTtUTY EASEMENT /
/
EXISTING MOBILE HOME /
(TO BE REMOVED) /
EXOSTING 1
STORAGE
AREA
1
UTILITY EASEMENT --X
/ 0271
05 UTE
L
COMANCHERO TRAIL
PROPERTY
BOUNDARY
APPROXIMATE SCALE
1" = 20'
102 343
HEPWORTH-PAWLAK LOCATION OF EXPLORATORY PITS
GEOTECHNICAL, INC.
Fig. 1
ts.
6
t 1 0
LEGEND:
J
PIT 1
ELEV.= 97'
PIT 2
ELEV.= 91
PIT
EL
94'
UNCsI$.0
DO -105
-200'96
iMa9.8
00.123
GRAVEL ROAD BASE.
RLL; sandy clay, scattered gravel, organics, moist, dark brown.
CLAY (CO; silty, slightly sandy, with rock fragments, stiff, moist, dark grayish brown.
WEATHERED CLAYSTONE BEDROCK; medium hard, slightly moist, dark brown to black.
CLAYSTONE BEDROCK; hard, slightly moist, dark brown to block. Mancos Shale.
153 2" Diameter hand driven liner sample.
10
O.
Cs
Disturbed bulk sample. Practical backhoe refusal.
NOTES:
1. Exploratory pits were excavated on May 20, 2002 with a Cat 4168 bockhoe.
2. Locations of exploratory pits were measured approximately by taping from features on the site plan
provided.
3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown
shown on Fig. 1. Logs are drawn to depth.
4. The exploratory pit locations and elevations should be considered accurate only to the degree implied
by the method used.
S. The lines between materials shown on the exploratory pit logs represent the approximate boundaries
between material types and transitions may be gradual.
6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may
occur with time.
7. Laboratory Testing Results:
WC = Water Content (%
0D = Dry Density ( pcf )
—200 = Percent passing No. 200 sieve
102 343 HEPWORTH—PAWLAK
GEOTECHNICAL, INC. LOGS OFEXPLORATORY PTS
Fig. 2
4
it 0
0 2
0.1
1.0 10
APPLIED PRESSURE — ksf
1
Moisture Content = 18.0 percent
Dry Density Re 105 pct
Sample of: Silty Clay
From:Pit 3 at 2 Feet
N 11111111
ti
1111
upon
wettlfig
Exponsion 11111111111111
0.1
1.0 10
APPLIED PRESSURE — ksf
1
0.1
102 34
.0
10 100
APPLIED PRESSURE — ksf
HEPWORTH—PAWLAK SWELL CONSOLIDATION TEST RESULTS
GEOTECHNICAL, INC.
Fig. 3
Moisture Content = 9.8 percent
Dry Density = 123 pcf
Sample of: Claystone Bedrock
From: Pit 3 at 6 Feet
•
-No movement
upon
wetting
7
I
,
0.1
102 34
.0
10 100
APPLIED PRESSURE — ksf
HEPWORTH—PAWLAK SWELL CONSOLIDATION TEST RESULTS
GEOTECHNICAL, INC.
Fig. 3
NO. 102 343
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•
• .PAGE 1 0 f '2 -
TO
TO WHOM IT MAY CONCERN
By the authority of my signature hereto affixed on behalf of Qwest Corporation as Right of Way
Manager of Western Colorado. 11110
8RinJ1 ScIf&JAgz -
Authorization is hereby approved and granted to -SUM DARD►IUE property owner
of record for the release and abandonment of those easements described below with the following
provisions:
TO WIT
Qwest Corporation hereby excludes from this agreement any part, portion or parcel of said
easements which contain any facilities or cable as of the date of this document or as may be found
in the future to have been present on or before the date here on. In this event, Qwest Corporation,
it's successors or agents retain full legal rights as granted in the original easement documents.
Additionally, responsibility for determination of said facilities prior to constriction or excavation
rdhiains the sole responsibility of the property owner of record or his agents at the time.
PROPERTY DESCRIPTION
Property located in : GA R FIELD County, State of Colorado further described. as
Lot or SIgfigi# 2 4 14 of the ELK CREEK SGSD1VWS1oN TE►/ELOPAIEA)T LMNTatfJ
# 3iw( 3 . As requested in the attached document and by this reference
and inclusion made a legal part hereof. No other releases or approvals are intended or implied
beyond those herein documented.
James B. Husted
ate (e — (v — _200,2
Qwest Corporation
Right of Way Manager
Western Colorado
11E11 11111 111111 11111 1111 1111111111111111111
606696 07/09/2002 01:30P B1 P463 R ALSDORF
1 of 1 R 5.00 D 0.00 GARFIEL COUNTY CO
ROW Agent: M. Sexson
•
Address: 550 15th St. Suite 700, Doc. No.:
Denver, Co. 80202 Plat/Grid No.:
S -T -R: Sec. 25-T5S-R91 W
QUITCLAIM DEED
KNOW ALL MEN BY THESE PRESENTS, that Public Service Company of Colorado, a
Colorado corporation, of Denver, Colorado for good and valuable consideration hereby
sells and quitclaims to: Brian Schwarz and Susan M. Dardine
as present owner(s) of record of the real property described below, and whose address
is: 0271 Comanchero Trail, New Caste, Co. 81647
The following described real property in the County of Garfield and State of Colorado,
to -wit: A ten (10) foot wide utility easement more particularly described as: the southerly
ten (10) feet of Lot 4, Block 3, Elk Creek Subdivision.
Address of property: N/A
Consideration: Less than $500 with all its appurtenances.
Signed this 3_ day of
STATE OF COLORADO,
COUNTY OF DENVER
PUBLICS RVI
By
)ss.
, 2002.
E COMPANY OF COLORADO
Nicholas B. Faes, Manager
Siting and Land Rights, Xcel Energy Services, Inc.
Agent for Public Service Company of Colorado
The foregoing instrument was acknowledged before me this 2 ' day of DAL ,
2002 by Nicholas B. Faes, Manager, Siting and Land Rights, Xcel Energy Services, Inc., Agent
for Public=:- ;,•mpany of Colorado.
fficial seal.
!2.1-Zoo3
4-4-/-424"-rt-
Notary Public
.4:5-56 / 5
4 a
`C Version: 1/01
• •
=AT&T Broadband
1605 Grand Avenue
Glenwood Springs, CO 81601
A.T.&T. Broadband
1605 Grand Ave.
Glenwood Springs, CO 81601
May 28, 2002
Brian Schwarz and Susan Dardine
0271 Comanchero Tr.
New Castle, CO 81647
Dear Brian Schwarz and Susan Dardine:
The purpose of this letter is to confirm that the merging of lots 3 and 4 of the Elk Creek
Subdivision located at 0271 Comanchero Tr. In New Castle, Colorado will have no
adverse effects to A.T.&T Broadband's Cable System.
A.T.&T. Broadband does not have any facilities in the existing easement located between
lots 3 and 4. A.T.&T. Broadband does not have any future need to occupy said easement.
The merging of lots 3 and 4 will have no adverse effects on any A.T.&T. Broadband
customers located in the Elk Creek Subdivision.
Thank you,
James Comiskey
T.O.M.
AT&T Broadband
JC
Recycled Paper
......1 \
Administration Department
(970) 984-2311
Fax (970) 984-2716
Email: mc@glenwood.net
Colorado
1888
•
Town of New Castle
P.O. Box 90
450 W. Main Street
New Castle, Co 81647
Jun; .. '0:' -
Mr. Brian ,tic!-IkV arZ
ivis. SUS an .Dard;ne
027 1 Comanchew Trail
Dear Brian & Susan.
I have reviewed your site plan and have inspected the property to determine potential
utility locations or easements.
Based upon my review I have determined that there are no Town utilities or easements
located on the site. Therefore the Town has no objection to the amended plat request for
Lots 3 & 4 of Block 3 of the Elk Creek Subdivision.
Since
Steve Rip
Town Administrato ��^
• Brian Schwarz and Susan Dardine
271 Comanchero Tr
New Castle CO 81647
984-0808
Dec 9, 2002
Elk Creek Homeowners Association
P.O. Box 518
New Castle, CO 81647
Re: Amended Plat Application
Lots 3 & 4 Block 3
Elk Creek Subdivision
The following is a request for your approval, regarding the Amended Plat Application now
before Garfield County Planning Department. The purpose of our Amended Plat Application is to
merge lots 3 & 4 together. In merging the two lots together we also hope to either move or
eliminate one of two utility easements that now exist on the property. This will greatly reduce the
constraints that the easement in question places on future improvements to our property.
Attached is a copy of a plat map and site plan of our two lots and the easment in question.
Garfield County Planning Department has requested that we notify E.C.H.O.A. of our
intentions, and get a signature of approval prior to our meeting with the commisioners on Dec.
16th.
Thank you for your consideration of this matter.
Approved BY : c2 �Lt..
�
Title : cC'ail
Date : /o2 - // 0
PROPERTY CESCRIPTION
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Mq eot..liWiest r•xeinrs K.• zs . for
KNOW ALL MEN BY MESE PRESENTS
Ns" ne vmolerl:ywell Ei l GREE?' ca<3aii7MEN7, INC, a so.,,r-./row, the o..,.e.
of tAs p.epe.fy drectihed ea ;$1.4 mop, •darts t/.r mop and of/ s1.4,...a fne,ear
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ELK CREEK DEVE1Cfikt Vr)INC•T, -
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o1 The Et$ CREEK VEI Pv NT ENG
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"" I UTILITY EASE NDfT i / Scp , c 1AhK
d7/ MING MODE MOMS / / /
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COSMO 4. ,r / PROPERTY
STORAGE ` J BOUNDARY
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Jacs itc-K
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ApPROOMATE SCALE
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y