HomeMy WebLinkAbout1.0 ApplicationBEFORE A BOARD OF COUNTY COMMISSWERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR ETH
Pursusant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as
amended, and the Subdivision Regulations of Garfield County, Colorado,
adopted April 23, 1984 Section 2:20.49, the undersigned____
David H. Sivright respectfully petitions the Board
of County Commissioners of Garfield County, Colorado, to exempt by
Resolution the division of 5.47 acre tract of land into 2 tracts of
approximately? + acres each, more or less, from the definitions of
"subdivision" and subdivided land' as the terms are used and defined in
C.R.S. (1973) Section 30-28-101 (10) (a) - (d) and the Garfield County
Subdivision Regulations for the reasons stated below:
5.47 acres is too much land for uwzesi'1enre, and_is much larger -than the othe-r-
sites in this subdivision. The 2 + acres that we propse to separate contain an
an excellent building site, and the house that would be built on it would not
interfere with the view of any present or future house built in the area.
SUBMITTAL REQUIREMENTS:
An application which satisfies the review criteria must be submitted with
all the following information.
K. Sketch map at a minimum scale of 1"=200' showing the legal
description of the property, dimension and area of all lots or
separate interests to be created, access to a public
right-of-way, and any proposed easements for drainage,
irrigation, access or utilities;
eB. Vicinity map at a minimum scale of 1"-2000' showing the general
topographic and geographic relation of the proposed exemption to
the surrounding area within two (2) miles, for which a copy of
U.S.G.S. quadrangle map may be used.
Copy of the deed showing ownership by the applicant, or a letter
from the property owner(s) if other than the applicant; and
t D. Names and addresses of owners of record of land immediately
adjoining and within 200 feet of the proposed exemption, mineral
owners and lessees of mineral owners of record of the property to
be exempted, and tenants of any structure proposed for
conversion; and
;,E. Evidence of the soil types and characteristics of each. type; and
k -t. 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; and
/ A G. If connection to a community or municipal water or sewer system
is proposed, a letter from the governing body stating a
:willingness to serve; and
H. Narrative explaining why exemption is being requested; and
I. It shall be demonstrated that the parcel existed as described on
January 1, 1973 or the parcel as it exists presently is one of
not more than three parcels created from a larger parcel as it
existed on January 1, 1973.
J. A $100.00 fee must be submitted wih the application.
- (ix i 4//4...,, d -
Petitioner
0554 Van Dorn Road
Mailing Adress
Glenwood Springs CO.
City State
945 8953
Telephone Number
,e'
• •
EXEMPTION
APPLICABILITY
The Board of County Commissioners has the discretionary power to exempt a
division of land from the definition of subdivision and thereby from the
procedure in these Regulations, provided the Board determines thtt such
exemption will not impair or defeat the stated purpose of the Subdivision
Regulations nor be detrimental to the general public welfare. The Board
shall make exemption decisions in accordance with the requirements of
these regulations. Following a review of the individual facts of each
application in light of the requirements of these Regulations, the Board
may approve, conditionally approve or deny an exemption. An application
for exemption must satisfy, at a minimum, all of the review criteria
listed below. Compliance with the review criteria, however, does not
ensure exemption. The Board also may consider additonal factors listed in
Section 8:60 of the Subdivision Regulations.
A. No more than a total of four (4) lots, parcels, interests or dwelling
units will be created from any parcel, as that parcel was described in
the records of the Garfield County Clerk and Recorder's Office on
January 1, 1973, and is not a part of a recorded subdivision; however,
any parcel to be divided by exemption that is split by a public
right-of-way (State or Federal highway, County road or railroad) or
natural feature, preventing joint use of the proposed tracts, and the
division occurs along the public right-of-way or natural feature, such
parcels thereby created may, at the discretion of the Board, not be
considered to have been created by exemption with regard to the four
(4) lot, parcel, interest or dwelling unit limitation otherwise
applicable;
B . A11 Garfield County zoning requirements will be met; and
C. All lots created will have legal access to a public right-of-way and
any necessary access easements have been obtained or are in the
process of being obtained; and
D . Provision has been made for an adequate source of water in terms of
both the legal and physical quality, quantity and dependability, and a
suitable type of sewage disposal to serve each proposed lot; and
E . All state and local environmental health and safety requirements have
been met or are in the process of being met; and
F. Provision has been made for any required road or storm drainage
improvements; and
G . Fire protection has been approved by the appropriate fire district.
H . Any necessary drainage, irrigation or utility easements have been
obtained or are in the process of being obtained; and
I. School fees, taxes and special assessments have been paid.
(The School Impact Fee is $200.00 for each new lot created).
PROCEDURES
A. A request for exemption shall be submitted to the Board on forms
provided by the Garfield County Department of Development/Planning
Division. Two (2) copies of the application, maps and supplemental
information shall be submitted.
B . The Planning Division shall review the exemption request for
completeness within eight (8) days of submittal. If incomplete, the
application shall be withdrawn from consideration and the applicant
notified of the additional information needed. If the application is
complete, the applicant shall be notified in writing of the time and
place of the Board of County Commissioners meeting at which the
request shall be considered. In either case, notification shall occur
within fifteen (15) days of submittal.
C. Notice of the public meeting shall be mailed by certified mail, return
receipt requested, to owners of record of land immediately adjoining
and within 200 feet of the proposed exemption, to mineral owners and
lessees of mineral owners of record of the land proposed for
exemption, and to tenants of any structure proposed for conversion.
The exemption site shall be posted clearly and conspicuously,visible
from a public right-of-way with notice signs provided by the Planning
Division. All notices shall be mailed at least fifteen
enpl15)andicanthnot
t
more than thirty (30) days prior to the meeting.
The be responsible for mailing the notices and shall present proof of
mailing at the meeting.
D. At or within fifteen (15) days of the meeting, the Board shall
approve, conditionally approve or deny the exemption request. The
reasons for denial or any conditions of approval shall be set forth in
the minutes of the meeting or in a written resolution. An applicant
denied exemption shall follow the subdivision procedure in these
Regulations.
• i
NOTICE
Take Notice that
(has) (have) applied to the Board of County Commissioners, Garfield
County, State of Colorado, to grant an exemption in connection with the
following described property situated in the County of Garfield, State of
Colorado; to -wit:
Legal Description:
Practical Description (location with respect to highway, County roads and
residences):
Said Exemption is to allow the Petitioner(s) to divide a acre
parcel into
on the above described property.
A11 persons affected by the proposed Exemption are invited to appear and
state their views, protests or objections. If you cannot appear
personally at such meeting, then you are urged to state your views by
letter, particularly if you have objections to such Exemption request, as
the Board of County Commissioners will give consideration to the comments
of surrounding property owners and others affected in deciding whether to
grant or deny the request for the Exemption. This Exemption application
may be reviewer] at the office of the Planning Department located at 2014
Blake Avenue, Glenwood Springs, Colorado between the hours of 8:00 A.M.
and 5:00 P.M., Monday through Friday.
That public hearing on the application for the above Exemption has been
set for the ____day of , 19 , at the hour of
_ at the office of the Board of County Commissioners, Garfield
County Court House, Glenwood Sprinys, Colorado.
/
WRJ-25-75
TTPE OR
PRINT :N BLACK INK
COPY OF accEPTED
STATEMENT MAILED
ON REQUEST.
1
COLORADO DIVISION OF WATER RESO .... _cS
818 Centennial Bldg., 1313 Sherman St.
Denver, Colorado 80203
STATE OF COLORADO
COUNTY OF __— Garfie.ld-
} SS.
AFFIDAVIT
STATEMENT OF BENEFICIAL USE OF GROUND WATER
_ AMENDMENT OF EXISTING RECORD
S LATE REGISTRATION
PERMIT NUMBER _-
LOCATION OF WELL
Garfield
David H Sivright county
THE AFFIANTS) --- odd section 3
whose ma;l {ng _/, of +he /., Section
address ,05514-S1_an Dorn Road---
89 W 6th p M
% S R n g ----- — '
T W P- , N o s 5.-,1
- 1 E C r+ W�
City Glenwood Springsts,Atc) ,ztp)
being duly sworn upon oath, deposes and says that he (Th- y) is ("are"l the owner(7) 'of the well described hereon, the well is
1400 feet from the North_ section line and 1200 — feet from the
located as described above, at distances of - aq. :,A s,,i:t.1
West section line; water from this well was first applied to a beneficial use for the purpose(s) described herein on the 8th
,e.sr ,''"-` 14 gallons per minute, the pumping
day of ___T��Ts----
___June______ r 19--.62 ; the maximum sustained pumping rate of the well is g
rote claimed hereby is __ 14 gallons per minute; the total depth of the well is 150 -feet, the average annual amount
of water to be diverted is 7.0 acre-feet; for which claim is hereby made for Domestic
purpose(s); the legal description of the land on which the water from this well is used is
of which
not
116ss than
acres are irrigated and which is illustrated on the map on the reverse side of this form; that this well was completedin
icial use of
water is
d in
ance with
w, he
compliance with the permit to approved the efor; this
knows the contenft thereof; andrthatdthe same areettrue of hisl(tlreir)-knowaledge.
;.them has ({tet+re} read the statements ade hereon;
(COMP ET. REVERSE SIDE OF THIS FORM)
Signature, s)
Subscribed and sworn
to before me on this /_.`s
oy of G1ts-— , 19 ,e7 -
My Commissicn expires:
ACCEPTED FOR FILING BY THE STATE ENGINEER OF COLORADO
PURSUANT TO THE FOLLOWING CONDITIONS:
STATE ENC:iNEER
FOR OFFICE USE ONLY
Court Case No. -
Prior
Mo Day
Div. Cry.
Boson _ Mon Des
PIT
•
Well drilled by unknown
Permanent Lic. No.
Pump installed by
S NIP
•
Lic. No.
Meter Serial No.
Owner of land on which
water is being used
N/A
0 Flow Meter Date installed
David H. Sivright
THE LOCATION THE WELL MUST BE SHOWN AND FOR LARGE CAPACITYWELLS THE
TION
AREA ON WH CHOF THE WATER IS USED MUST BE SHADED OR CROSS -HATCHED ON THEADIAGRAM BELOW.
This diagram represents nine (9) sections. Use the CENTER SQUARE
(one section) to indicate the location of the well, if possible.
NORTH
T E SCALE OF T E DIAGRAM IS TWO INCHES ERUALS ONE -M5 E
111 ile;
WATER EQUIVALENTS TABLE (Rounded Figures)
An acre-foot covers 1 acre of land 1 foot deep.
1 cubic foot per second (cfs) . . . 449 gallons per minute (gpm).
1 acre-foot . .. 43,560 cubic feet . 325,900 gallons.
1,000 gpm pumped continuously for one day produces 4.42 acre-feet.
100 gpm pumped continuously for one year produces 160 acre-feet.
(WHITE AN PINK COPY TO
BE
FILED
THE
STATE ENGINEER
PINK COPY WILLBERETURNED TOOWNER)
LP. ZANCANELLA, Chief
JAMES MASON, Asst. Chief
MARTIN ZEMLOCK, Captain
W. LAPLANTE, SecyTreas.
JAMES BLANCO, Lieut.
JACK JONES, Lieut.
Glenwood Springs
Department
��l���]���� Fire ���l����������w
]� �� J�
Member ot Colorado State Firemen's Association
806 Cooper
GLENWOOD SPRINGS, COLORADO 81601
10-15 84
DAVID H. SIVRIGHT
0554 Van Dorn Rd.
Glenwood Springs Co
Dear Sir:
The Glenwood Springs Rural Fire Protection District
serves fire protection to the above mentioned address.
This entire Sub -division is on individual wells and
does not have a water system.
The fire department would be able to give a single
family home built on your proposed lot protection equal to
other properties in this sub -division.
L.P. Zancanella
Fire Chief
Map Unit No. 149 a111 Part A of X14u
X14E
SOIL CHARACTERISTICS
Depth to Bedrock
Texture
Surface
Subsoil
Substratuip
Unified/AASHO Classification:
Permeability (below 2 feet) :
Percent Coarse Fragments
(gravel, cobble, stone) .
Soil Reaction (pH)
Shrink -Swell Potential
Potential Frost Action'
(surface)
Flood Hazard
Hydrologic Group
Corrosivity - Steel
- Concrete
: deep
: loam
clay loam, gravelly loam
very gravelly loam
ML, CL, SC, GM; A-4, A-6, A-2, A-1
moderate to moderately rapid
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate,
S is Severe)
Septic Tank Absorption
Fields
Sewage Lagoons
Sanitary Landfill - Trench
- Area
Shallow Excavations
Dwellings w/basements
w/o basements
Local Roads and Streets
SUITABILITY AS A SOURCE OF....
Daily Cover for Landfill
Topsoil
Sand
Gravel
Roadfill
OTHER SOIL FEATURES
10 to 15%; over 35% in substratum
7.9 - 8.4
mode rate
moderate
none
B
high
low
: 0 on slopes to 8%; M on slopes of 8 to 15%;
S on slopes above 15%
: S - seepage
S seepage
: S seepage
: M small stones; S on slopes above 15%
: M on slopes to 15% - shrink -swell; S
: M on slopes to 15% - shrink -swell; 8
M - frost action, shrink -swell; S on
above 15%
Fair on slopes to 15%
layer; POOR on slopes
Fair on slopes to 15%
on slopes above 15% -
Unsuited
: Poor
above 15%
above 15%
slopes
- small stones, thin
above 15% - steep slopes
- small stones; POOR
steep slopes
: Fair on slopes to 15', - shrink -swell, frost
action; POOR on slopes above 15%
** Permeability rate may cause a pollution hazard.
"ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION.
111 Mule NIL No. A 1':trl, 0: .;12f: Iiu lir furl A
SOIL CHARACTERISTICS
Depth to Bedrock
Texture
: deep
Surface
Subsoil
Substratum
Unified/AASHO Classification:
Permeability (below 2 feet) :
Percent Coarse Fragments
(gravel, cobble, stone)
Soil Reaction (pH)
Shrink -Swell Potential
Potential Frost Action'
(surface)
Flood Hazard
Hydrologic Group
Corrosivity - Steel
- Concrete
DEGREE b KIND OF LIMITATIONS
(0 is Slight, M is Moderate,
S is Severe)
Septic Tank Absorption
Fields
Sewage Lagoons
Sanitary Landfill - Trench :
- Area :
Shallow Excavations
Dwellings w/basements
w/o basements
Local Roads and Streets
SUITABILITY AS A SOURCE OF....
Daily Cover for Landfill
Topsoil
Sand
Gravel •
Roadfill
OTHER SOIL FEATURES
** cern-lability rate increases
t
loam
stony clay loam, stony clay
stony loam, very stony loam
CL, CH, ML, SM; A-4, A-6, A-7, A-2
moderate; slow to 30 inch depth
5 to 40o; over 45% in substratum
6.6 - 7.3
high
mode rate
none
C
high
low
S -
S -
s-
s -
S -
S -
S -
slow permeability, large stones**/
steep slopes, large stones
too clayey, large stones, steep slopes
steep slopes
too clayey, large stones, steep slopes
large stones
high shrink -swell, steep slopes
Severe - high shrink -swell, large stones,
steep slopes
: Poor - large stones, too clayey, steep slopes
: Poor - too clayey, large stones
: Unsuited
: Unsuited
: Poor - large stones, high shrink -swell,
frost action
at depths below 30 inches.
"ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION.
7/82
R14D--Showalter-Morval complex, 5 to 15 percent slopes. This map
unit is on alluvial fans, high terraces and valley sides. Elevation is
7,000 to 8,500 feet. The average annual precipitaiton is 14 to 16 inches,
the average annual air temperature is 42 to 44 degrees F, and the average
frost -free period is 80 to 90 days.
3S
This unit is 45 percent Showalter very stony loam and 343" percent Morval
loam. The components of this unit are so intricately intermingled that it
was not practical to map them separately at the scale used. The Showalter
soils occupy convex parts of the landscape and Morval soils are in more
concave positions.
Included in this unit are small areas of soils similar to this Morval
soil which have thicker surface layers. Also included are small areas of
soils similar to this Morval soil which have 30 to 40 percent cobble in the
substratum. Included areas make up about 20 percent of the total acreage.
The Showalter soil is deep and well drained. It formed in alluvium
derived dominantly from basalt. Typically, the surface is covered with 10
to 15 percent stones, 5 percent cobble, and 5 percent gravel. The surface
layer is brown very stony loam 8 inches thick. The upper 3 inches of the
subsoil is very cobbly clay loam. The lower 28 inches is very cobbly clay.
The substratum to a depth of 60 inches or more is very cobbly clay loam.
Permeability of the Showalter soil is slow. Available water capacity
is high. Effective rooting depth is 60 inches or more. Runoff is medium,
and the hazard of water erosion is slight.
The Morval soil is deep and well drained. It formed in alluvium
derived dominantly from basalt. The surface layer is brown loam 7 inches
thick. The upper 12 inches of the subsoil is clay loam. The lower 4 inches
is loam. The underlying material to a depth of 60 inches is loam. The soil
is noncalcareous to a depth of 19 to 35 inches and calcareous below that
depth.
Permabilty of the Morval soil is moderate. Available water capacity is
moderate. Effective rooting depth is 60 inches or more. Runoff is medium,
and the hazard of water erosion is slight.
This unit is used for hayland, cropland, range and urban development.
The unit is moderately suited to hay and cropland. The main
limitations are stones on the surface, steep slopes and slow permability.
Grasses and legumes grow well if adequate fertilizer is used. Limiting
tillage for seedbed preparation and weed control reduces runoff erosion.
If properly managed, this unit can produce 3 tons of irrigated grass hay, or
60 bushels of barley! pe'-
The potential plant community on the Showalter soil is mainly bluebunch
wheatgrass, western wheatgrass, prairie junegrass, Indian ricegrass, true
mountainmahogany, antelope bitterbrush, Saskatoon servicebery, and big
sagebrush. The average annual production of air-dry vegetation is about 900
pounds per acre.
The potential plant community on the Morval soil is mainly
needleandthread, western wheatgrass, muttongrass, prairie junegrass, and big
sagebrush. The average annual production of air-dry vegetation is about
1,500 pounds per acre.
If this unit is used for rangeland seeding or mechanical treatment, the
main limitaiton is stones on the surface of the Showalter component. Range
seeding generally is limited to broadcasting because of the stones on the
surface.
This unit is poorly suited to homesite development. The main
limitations are shrink—swell and stones throughout the profile.
Capability subclass VIe, irrigated, and VIe, nonirrigated. The
Showalter soil is in Loamy Slopes range site and the Morval soil is in Deep
Loam range site.
7/82
i
/G'
814E--Showalter-Morval complex, 15 to 25 percent slopes. This map
unit is on alluvial fans, high terraces and valley sides. Elevation is
7,000 to 8,500 feet. The average annual precipitation is 14 to 16 inches,
the average annual air temperature is 42 to 44 degrees F, and the average
frost -free period is 80 to 90 days.
This unit is 45 percent Showalter very stony loam and 35 percent Morval
loam. the components of this unit are so intricately intermingled that it
was not practical to map them separately at the scale used. The Showalter
soils occupy convex parts of the landscape and Morval soils are in more
concave positons.
Included in this unit are small areas of soils similar to this Morval
soil which have 30 to 50 percent cobble in the substratum. Included areas
make up about 20 percent of the total acreage.
The Showalter soil is deep and well drained. It formed in alluvium
derived dominantly from basalt. Typically, the surface is covered with 10
to 15 percent stones, 5 percent cobble, and 5 percent gravel.
The surface layer is brown very stony loam 8 inches thick. The upper 3
inches of the subsoil is very cobbly clay loam. The lower 28 inches of the
subsoil is very cobbly clay. The substratum to a depth of 60 inches or more
is very cobbly clay loam.
Permeability of the Showalter soil is slow. Available water capacity
is high. Effective rooting depth is 60 inches or more. Runoff is medium,
and the hazard of water erosion is moderate.
s _
The Morval soil is deep and well drained. It formed in alluvim derived
dominantly from basalt. The surface layer is brown loam 7 inches thick.
The upper 12 inches of the subsoil is clay loam. The lower 3 inches is
loam. The underlying material to a depth of 60 inches is loam. The soil is
noncalcareous to a depth of 19 to 35 inches and calcareous below that
depth.
Permeability of the Morval soil is moderate. Available water capacity
is moderate. Effective rooting depth is 60 inches or more. Runoff is
medium, and the hazard of water erosion is slight.
This unit is used for rangeland, hayland, and homesite development.
The potential plant community on the Showalter soil is mainly bluebunch
wheatgrass, western wheatgrass, prairie junegrass, Indian ricegrass, true
mountainmahogany, antelope bitterbrush, Saskatoon serviceberry, and big
sagebrush. The average annual production of air-dry vegetation is about 900
pounds per acre. The potential plant community on the Morval soil is mainly
needleandthread, western wheatgrass, muttongrass, praire junegrass, and big
sagebrush. The average annual production of air-dry vegetation is about
1,500 pounds per acre.
If this unit is used for rangeland seeding or mechanical treatment, the
main limitation is stones on the surface of the Showalter component.
Management practices suitable for use on this soil are proper range use,
deferred grazing, rotation grazing, and aerial spraying for brush
management.
If this unit is used for hay and pasture, the main limitations are
stones on the surface, steep slopes, and slow permeability of the Showalter
soil. Grasses and legumes grow well if adequate fertilizer is used.
This unit is very poorly suited to homesite development. The main
limitations are slope, shrink-swell and stones throughout the profile.
This map unit is capability subclass VIe, nonirrigated. The Showalter
soil is in Loamy Slopes range site and the Morval soil is in Deep Loam range
site.
Recorded at r, 2 3 o'clock M., �,
4)
Reception No ' a �'" . % Recorder.
THIS DEED, Made this 20th day of August
19 76 , between
WALTER H. THRALL, JR. and MARGARET L.
THRALL, Husband and Wife,
of the County of Garfield and State of
Colorado, of the first part, and
DAVID H. SIVRIGHT and DOROTHY M. SIVRIGHT
,�. Y i' ,d � ��: r 24
.
RECORDER'S STAMP
STATE fiN,L ._,si,'
;AUG N 3 ;3m
of the County of Garfield and State of Colorado, of the second part:
WITNESSETH, that the said part of the first part, for and in consideration of the sum of
Ten Dollars and other good and valuable consideration
to the said partieS of the first part in hand paid by the said parties of the second part, the receipt whereof is
hereby confessed and acknowledged, ha ve granted, bargained, sold and conveyed, and by these presents do
grant, bargain, sell, convey and confirm unto the said parties of the second part, their heirs and assigns forever, not
in tenancy in common but in joint tenancy, all the following described lot or parcel of land, situate, lying and
being in the County of Garfield and State of Colorado, to wit:
A part of the NW -,1i- of Section 3, Township 7 South, Range 89 West of the
6th P.M., described as follows:
Beginning at the West one -sixteenth corner on the North line of said Section 3;
thence South 10°57'40" West, 1042.94 feet to the true point of beginning;
thence on a curve to the left with a radius of 879.73 feet and a central angle
of 7°49'30" and whose long chord bears South 1°26'20" West, 120. 06 fent, an.
arc distance of 120.13 feet;
thence on a curve to the right with a radius of 633.22 feet and a central
angle of 28°30'40" and whose long chord bears South 11°51' West, 311.06 feet,
an arc distance of 315.1 feet;
thence on a curve to the left with a radius of 207.83 feet and a central
angle of 32°33'40" and whose long chord bears South 9°49'30" West, 116.4
feet, an arc distance of 118. 11 feet;
thence South 6°31'20" East, 148.62 feet;
thence South 89°43'40" East, 143.18 feet;
thence on a curve to the right with a radius of 256.57 feet and a central
angle of 33°42'20" and whose long chord bears North 41°30'40" East,
148. 79 feet, an arc distance of 150.93 feet;
thence on a curve to the left with a radius of 458.23 feet and a central angle
of 67°29'40" and whose long chord bears North 24°37' East, 509.12 feet, an
arc distance of 539.8 feet;
thence on a curve to the right with a radius of 570.04 feet and a central angle
of 7°57'30" and whose long chord bears North 5°09' West, 79.11 feet, an arc
distance of 79.18 feet;
thence North 84°39' West, 378.5 feet to the true point of beginning.
Known and numbered as 0554 Van Dorn Road, Glenwood Springs, Colorado.
X0DEXX MX
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 said partieS of the first part, either in
law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances.
No. 768. WARRANTY DAED—To Joint Tenants. —Bradford Publishing Co., 1824-4t Stout Street, Denver, Colorado -11-74
Send future tax statements to:
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•
Names and addresses of owners of record of land immediately adjoining and
within 200 feet of the proposed
Parcel # Names
02.
'-013
-016
v021
�22
25
,026
✓027
-440
Marjoyn Nicholson
John Sant
Gerald Vandervelde
Thomas Turner
Alvin Omsberg & Laurence
John Davis
Ernest Sander
Thomas Peabody
exemtion.
Address
P.O. Box 1178 Glenwood Springs
115 Valhalla Dr. New Castle, Pa. 16105
1719 Noname Lane Glenwood Springs
0064 Chelyn Road Glenwood Springs
Elliott 3892 117 Road Glenwood Springs
0295 County Rd. 149 Glenwood Springs
3977 County Rd. 117 Glenwood Springs
420 7th Street Glenwood Springs
Prepared and submitted by David H. Sivright