HomeMy WebLinkAbout1.0 Application• •
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) -(d) as amended, and
the Subdivision Regulations of Garfield County, Colorado, adopted September 1,
1972 and amended April 14, 1975, Section 1.02.17 (d) and 3.02.01 the undersigned
William Kenneth Noel and Donny L. Noel respectfully
petitioners the Board of County Commissioners of Garfield County, Colorado, to
exempt by resolution the division of 18 .f_ acre tract of land into 2
tracts of approximately one 3 Ac & one 15 Ac acres each, more or less, and
which tract to be subdivided is more particularly described as follows:
(legal description - attach separate sheet
if additional space is required)
N 1/2 SW 1/4 SW 1/4 Section 3, township 6 South, Range 93 West of the
6th P.M.
1111
from the definitions of "subdivision" and "subdivided land" as the terms are used
and defined in C.R.S. (1973) Section 30-28-101 (a) -(d) and the Garfield County
Subdivision Regulations, for the reasons stated below:
I have an offer to sell the home and 3 Ac to a responsible person. This
would afford me the cash I need to build a new home.
In support of this petition, the petitioner also submits the following:
- (a) Man drawn to scale showing proposed
lot subdivision and access
/(b) Copy of deed
.-(c) Vicinity map
(d) State on source of domestic water City of Rifle supply water
(e) Statement on method of sewage disposal Septic system in place
(f) 100 year floodplain information where
live stream crosses or adjoins said tract None
(g) Fee in the amount of $ 68.00
(h) Evidence of the soil types
Suhmitted at Glenwood Springs, Colorado, this 9 day of may 19 80
Petitioner
William Kenneth Noel
er—ofritee-.4° Vox -
Mailing Address
0447 233 Road
Rifle, Colorado 81650
625-2500
Telephone Number
NAME: -0Com"
PURPOSE OF EXEMPTION: may' ig .0.cA_G6 Z2
EXEMPTION
.-a-c /5 -i i nom " . t/•
ZONING: A/e/kt)
QUALIFICATION FOR S.B. 35
LOCATION OF SITE: Sec.3 A.93 h/ - P/o•
WATER: Cts gr G C,,
DIV. OF WATER RESOURCES RESPONSE: N/A
SEWER:
CHECK LIST:
FEE PAID ($50 +1.00/acre for each parcel created under 35 acres)
X MAP showing proposed lots and access
)( DEED
X VICINITY MAP
'YA 100 yr floodplain info.
X SOIL MAP
,X IF community water, letter of approval from governing body
COMMENTS:
l „a/oma 2 . c/ /go
• •
/L/,QyAct
Reception Iio•
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2.672G8
Ella Stephens, Recorder
WARRANTY DEED
U;inPAGE 49
CHARLES J. BECKER and PATRICIA J. BECKER, husband and wife
whose street address is 0447 233 Road
Rifle , City (or Tpwn) �f
County of Garfield State of
Colorado , for the consideration of One Hundred Dollars and
other good and valuable consideration, in hand paid, hereby sell0u) and
convey(a) unto
WILLIAM KENNETH NOEL and DONNA L. NOEL, as joint tenants
whose street address is 220 East ave , City (or Town) of
Rifle , County of Garfield State of
Colorado , the following described real property in the
City of Garfield, and State of Colorado, to -wit:
The North one-half of the Southwest Quarter of the
Southwest Quarter (N 1/2 SW 1/4 SW 1/4), Section
Three (3), Township 6 South, Range 93 West of the
Sixth Principal Meridian.
NOTE: Patricia J. Becker has no record interest in the above property,
but joins in this conveyance to express her assent thereto,
pursuant to the Colorado Probate Code.
APR 2 9 197: 72".
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STATE C9CIfi�itiARY 14
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with all its appurtenances and warrant() the title to the same, subject 7(!
to 19 75 property taxes and assessments, easements, rights of way,'�f
restrictive covenants of record, reservations contained within the United i
States patent to the subject property
is
Signed this ,44.' day of Anr i 1 , 19 75.
Char esl J. Be'6k , husbnd
Patricia J. Bever wife
STATE, OF COLORADO ) '
ss.
,tOI 1 �QF GARFIELD )
iY, ••
• n_': � t (V1 'a•':foregoing instrument was acknowledged before me this."- J day of
j ` " �' x� , 19 75 by Charles J. Becker and Patricia J. Becker,
1I :—.'- ' ;-lnis Id: and wife.
/'4113\.
.t' ,„�, ���3iphess my hand and official seal.
,'
My commission expires:
Amy g4Sioa wires January 8, 1973 Notary Public
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Map Unit No. )43F )(L.y\L ; X 1,z 4,x44
SOIL CHARACTERISTICS
Depth to bedrock . More than 60 inches
Texture
Surface : Stony loam
Subsoil
Substratum . Gravelly sandy loam, very gravelly fine
Unified Classification : GM, SM sandy loam
Permeability Moderately rapid
Percent coarse fragments 0-25
(greater thaq 3 inches)
Salinity (ECx10 @ 25°C) .
pH (surface) • 7.9-8.4
Shrink -swell Potential . Low
Potential frost -action (surface) Low
Flood Hazard . None
Hydrologic Group • B
Corrosivity Steel (uncoated) High
Concrete : Low
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is Severe)
Septic Tank Absorption Fields • S Slope
Sewage Lagoons S Slope, seepage
Sanitary Landfill Trench S Slope
Area S Slope
Shallow Excavations S Slope, small stones
Dwellings w/basements •▪ S Slope
w/0 basements •• S Slope
Local Roads & Streets S Slope
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill Poor Slope, small stones
Road11ll Poor Slope
Sand Poor
Gravel Poor
Topsoil Poor Small stones, slope, excess lime
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
,•
• •
kto'
43F-Ildefonso stony loam, 25 to 45 percent slopes. This deep,
well drained, hilly to steep soil is on mesa breaks, valley sideslopes,
and alluvial fans. A small portion of this unit is found on very steep
to extremely steep mesa escarpments. It formed .in mixed alluvium,
primarily of basalt origin. A thin cap of reddish colored eolian soil
material is found intermittently in this mapping unit. Elevation
ranges from 5,000 to 6,500 feet. The average annual precipitation is
about 14 inches, the average annual air temperature is about 46 degrees
F., and the average frost -free period is about 125 days.
Typically, the surface layer is brown stony loam about 2 inches
thick. The subsurface layer is brown stony loam about 6 inches thick.
The underlying material is white very stony loam that is very strongly
calcareous and extends to a depth of more than 60 inches.
Included with this soil in mapping are small areas of Potts and
Ascalon soils. These soils are found on the less steep and depressional
areas of the landscape. They make up about 5 to 15 percent of the unit.
Permeability of the Ildefonso soil is rapid. Effective rooting
depth is 20 to 30 inches. Available water capacity. is .low. Surface
runoff is medium and erosion hazard is high.
Ildefonso soil is used mainly for limited grazing and for wild-
life habitat.
The native veetatlon on this soil is mainly pinyon pine and Utah
juniper. The understory vegetation consists of Indian ricegrass, beard-
less wheatgrass, junegrass, stemless goldenweed, low phlox, serviceberry,
�,Ctyr'ti' It
• •
x
43F-Ildefonso stony loam 2
bitterbrush, mounta:irimahogany, and big sagebrush.
When the vegetation deteriorates under the pinyon -juniper, grasses
are almost absent while forbs and woody shrubs increase. Proper manage-
ment of the vegetation on this soil will maintain a wood product and
ground cover. Grazing value is low because of steep slopes and tree
canopy cover. Firewood, posts, and Christmas trees may be obtained
on the more gentle slopes.
This soil is suited to the production of pinyon pine and Utah
juniper. It is capable of producing 9 cords per acre when the stand
attains an average diameter (at one foot) of five inches for trees
over 4.5 feet in height. The low available water capacity can influence
tree seedling survival. Steep slopes and a high erosion hazard will
influence harvesting operations.
Some of the wildlife using this soil for habitat include mule
deer, chukar, wild turkey, gray squirrel, and cottontail rabbit.
Ildefonso soil is limited for community development by a high
content of stones and steep slopes. It is easily eroded and runoff
diversion structures are needed for any roads constructed on this
soil. Capability subclass VIIe.
,*
Map Unit. No.1UD
SOIL CHARACTERISTICS
Depth to bedrock
Texture
Surface
Subsoil
Substratum
Unified Classification
Permeability
Percent coarse fragments
(greater thaq 3 inches)
Salinity (ECx10 @ 25°C)
pH (surface)
Shrink -swell Potential
Potential frost -action (surface)
Flood Hazard
Hydrologic Group
Corrosivity Steel (uncoated)
Concrete
: More than 60 inches
Loam
: Clay loam
Loam
: ML, CL
: Node ra Le
6.6-7.8
Low to moderate
Low
None
B
High
Moderate
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/0 basements
Local Roads & Streets
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill
Roadfill
Sand
Gravel
Topsoil
V .51
: M Slope
: S Slope
0
M Steep slope
M Slope
M
M
Low strength, slope
Low strength, slope
Low strength, slope
Fair Slope
Fair Low strength
ihr;uited
Unsuited
Fair Small stones, slope
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
• •
2
10D -Potts loam
The native vegetation on this soil is mainly bluebunch wheat -
grass, western wheatgrass, needleandthread, and big sagebrush.
When the range condition deteriorates, forbs and woody shrubs
increase. When the range is in poor condition, undesirable weeds
and annual plants are numerous. Proper grazing management improves
and maintains range condition. Reduction in brush improves deterior-
ated range sites. Seeding is a good practice if the range is in poor
condition. Suitable plants for seeding are crested wheatgrass,
western wheatgrass, and Russian wildrye. For successful seedings,
a good practice is to prepare a seedbed and drill the seed.
Potts soil has potential for community and recreational develop-
ment. The main limitations for these uses are low strength, piping,
and frost -heave. Dwellings and roads can be designed to compensate
for these limitations. Community sewage systems are needed if the
population density increases. Capability subclass IVe.