HomeMy WebLinkAbout1.0 ApplicationN
• •
Sketch Plan
Preliminary Plan X
Final Plat
SUBDIVISION APPLICATION FORM
SUBDIVISION NAME: CHRISTELEIT VIEWS SUBDIVISION
OWNER: Peter J. & Linda L. Christeleit, P.O. Box 681, Glenwood Spgs., CO
ENGINEER/PLANNER/SURVEYOR: Scarrow and Walker Inc.
LOCATION:
Section
30 Township 6S Range 88W
WATER SOURCE: Existing Well -Water System
SEWAGE DISPOSAL METHOD: Septic Leach Field - County Approved
PUBLIC ACCESS VIA: County Road 119
EXISTING ZONING: Agricultural Residential Rural Density
. EASEMENTS: Utility Holy Cross Electric
Ditch None
TOTAL DEVELOPMENT AREA:
(1) Residential Number Acres
SingleFamiy 7 39.511
Duplex
Multi -family
Mobile Home
(2) Commercial
(3) Industrial
(4) Public/Quasi-Public
(5) Open Space/Common Area
TOTAL:
"ARKING SPACES:
Residential
Commercial
Industrial
Floor Area Acres
sq.ft.
sq.ft.
39.511
CHRISTELEIT SUBDIVISION
• VEGETOON SUMjYiARY
The primary vegetation most common to this area are as
follows; western wheatgrass
needleandthread
big sagebrush
blue bunch wheatgrass
gambel oak
Utah serviceberry
Douglas rabbitbrush
There are no major tree masses on this property.
Approximately 51% has been under agricultural cultivation.
The most dense native areas are along the northeast and
eastern edges, and through the middle on a southwest to
northeast line. Driveway and home construction would disturb
these areas very little.
A more detailed list of vegetation is contained herein
with the soil studies.
CHRISTELEIT SUBDIVISION
• WIL411FE HABITATION
This property is not considered to be critical habitat
for muledeer or elk in this area. Although they are in this
region, the snow is usually too deep for winter feed range.
Due to the nearby roads and homes, elk are normally only seen
to the south and southwest where there is more cover. Deer
are seen more spring to fall. There are no water ponds or
springs on the property that would benefit wildlife. Since
this property has been under agricultural use, it is grazed
by cattle after the fall harvest reducing fall and winter
wildlife forage. (46 of the 89 acres are cultivated)
• •
<644 N
1111
June 25, 1993
Mr. Peter Christeleit
P.O. Box 681
Glenwood Springs, CO 81602
RE: Preliminary Plan for Christeleit Views Subdivision
HCE Job No. 90057.001
Dear Peter:
You has asked us to comment on the water supply for your proposed subdivision. The
following information summarizes the proposed improvements.
Water for the subdivision is proposed to be provided by one or more common wells. The
geologic report for this project, prepared by Nicholas Lampiris, Ph.D., states "Water will
need to be obtained through the drilling of a well, ... with a projected depth of about 180 to
300 feet, although it could be less." A copy of the referenced geological report is included
with this submittal. Thus, it appears that water is expected to be available at a reasonable
depth.
Information was also obtained on existing wells in the vicinity of the project. Those wells
close to the project for which we were given depth and yield information are listed below:
1. SE1/4 of the SE1/4 of Section 24, total depth - 135 feet, static water level 90 feet, 15
gpm.
2. NW1/4 of the SW1/4 of Section 29, 15 gpm, reportedly quite shallow, no total depth
available.
3. A recent well on Parcel B of your subdivision is reported by Collins Drilling to be
220 feet deep with a static water level of 120 feet, and a pumping rate of 25 gpm.
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone: 303-945-8676 • FAX: 303-9.15-2555
• •
Mr. Peter Christeleit
Page 2
June 25, 1993
We understand that you have filed an Application for Purchase of Waters from the Basalt
Water Conservancy District to augment the water to be withdrawn from the well(s).
Subsequently, the application was granted, and a copy of the Order Granting Application is
enclosed.
If you have any questions or need additional information, please ca1i.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Timo y P. Beck, P.E.
Princ pal Engineer
TPB:rjh
';
^ Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
0793 VALLEY ROAD
GARBONDALE, COLORADO 81623
(303)963-3600 (24 HOURS)
November 21, 1990
Peter and Linda Christeleit
4954 Count,/ Road 214
oew Castle CO 81647
RE: Christeleit Subdivision
Dear Mr. and Mrs. Christeleit:
I have completed my geologic investigation of the
approximately ninety acres you wish to divide into six lots.
This is just over three miles southeast of the Town of
Gl.oswood Springs as shown on the accompanying map. This is
mostly in the NW 1/4, Section 30, T 6 S, R 8B W, of the 6th
7M, �,1,fiid County, Colorado, within the Glenwood Spring;
i5 minute quadrangle. County Road 119 runs northeast of the
subject property.
The lots are basically open, dry pastureland with an averape
slope to the northwest. There is a poorly defined drainage
which crosses the c�nter of the property from southeast to
northy-est, and another better defined d^'ainage trending the
same direction crossing the southwest corner of the tract.
These drainages should be considered in the overall drainage
?lan, n basaltic ridge crosses the northern portion of the
noperty also trending to the northwest. The highest ground
i� a L.)-oad Moll in the southeast corner of the property.
Gn1ogically, the entire area is underlain by Quaternary-
Tzrtiary age basalt flows. Only along the ridge mentioned 7!r.
ie Flows crop out on this parcel. There aro outcrops of r'd
sandstone of the Maroon Formation on the hills to the
northeast where dios are baa1cally flat. The surficial
!eposits are Quaternary aoe '''Isidual and colluvial depcsits
Jerived from the urd�r/yinq basalt flows. These deposits
cnns:st nost!, ''{ U�'rk bro,qn silt and clay with some sand.
. :s Ef. up/and valley alluvial material in the
'''' �^' *t r.,`/ner of the tract. Several faults trend inio the
p/.:'„:z-ty �rom the wesi but are probably not active; no
vH1�nc� o� rt-ce:movement could be found. Nevcrtheluss,
`,oe� shoLld be constructed to conform to Seismic
:::.l r/sification II of the Uniform Building Code'
consideration 1' surI..i .
� most important r�s�. i1E3rd3t1 iJn for these:? lots r. I. c':l t
;::Ir ai iage. Thir.re should be a positive grade around each hiorne
of :bout •`i% in all. directions for at least. 10 fret from the
fr.,u,rr::at.i.on wall. This is 50 that water- will not easily
perisc:'. Le to the base of the foundation. In basalt derived
soils the probability of troublesome, swelling soils is high
r' ) al er-r::at:.m wetl:i.ng and drying can be detrimental to the
o:.!. ,eitaun:; therefore soils investigations at the site
:apeci.f:ic level are very important for proper foundation
design.
1. have del neated areas to be avoided for construction of
domes including steep areas and the two drainage area;. On
each lot construction should be on positive areas which will
nc:,t_ be a.d.; erGel y affected by drainage. Slopes greater than
70 should not be built upon. Subdivision roads and perhaps
some driveways should be designed by a civil engineer because
of the dralriagewee.yss present.
(tcc:es s is available to the project from the County Road with
no cut=_; necessary unti 1 wel 1 into the project area. Water
will need to be obtained through the drilling of a well in
each case (unless they are shared) with a projected depth of
about 180 i tca 300 feet although it could be less. Waste
disposal should be attainable through the use of standard
septic systems and 1 each fields 1 n soils which may have a
slow but suitable percolation rate. The Garfield County
Environmental Heali:l"i Officer should be consulted for his
specific recommendations.
(11..':. of these lots should be suitable for the construction of
a single family home 1f the preceding recommendations are
followed. In addition, the homes should be constructed so
to precl ude thie accumulation o+ radon gas. This is becoming
standard practice in Colorado. If there are further
questions, please do not hesitate to contact me.
Sincerely,
ti
Nicholas Lampiri.s
Consulting Geologist
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• •
ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT
CHRISTELEIT SUBDIVISION IIOMEOWNER'S ASSOCIATION
Application having been made by or on behalf of Christeleit Subdivision Homeowner's
Association and all parties interested in the foregoing Water Allotment Contract and hearing on
said Application having been duly held, it is hereby ordered that said Application be granted and
that the foregoing Water Allotment Contract for .23 cubic foot of water per second (being .033
cubic foot of water per second for each of seven lots) from the District's direct flow rights and
3.4 acre feet of water per year of storage water owned or controlled by the District is hereby
approved and executed by and on behalf of the Basalt Water Conservancy District, for the
beneficial use of the water allotted in the foregoing Contract, upon the terms, conditions and
manner of payment as therein specified and subject to the following specific conditions:
1. The Applicant shall maintain its Association in good standing and shall be
responsible for the ongoing payment of charges due under the approved Contract. Applicant
shall give notice of the obligations of this Contract to purchasers of all or any part of the
property served by this Contract. Applicant and its successors and assigns shall comply with
all rules and regulations now existing or hereafter adopted by the District to enforce payment
of charges due under the approved Contract by present and future owners of all or any part of
the real property served under this Contract.
2. The Applicant shall provide the District proof that the proposed land use of the
land to be benefitted by the water allotted hereunder has been approved by the applicable
governmental authorities having jurisdiction over such land use, including evidence satisfactory
to the District that each lot or parcel to be benefitted hereunder is legally subdivided.
3. Any and all conditions imposed upon the release and diversion of water allotted
hereunder in any water rights plan of augmentation or other water rights decree of the Water
Court for Water Division No. 5 shall be incorporated herein as a condition of approval of this
contract. Granting of this allotment contract does not constitute the Districts representation that
the applicant will receive a well permit or water rights decree for the land to be benefitted
hereby.
4. If Applicant intends to divert water through a well or wells, Applicant shall
provide the District a copy of Applicant's valid well permit for each such well before the District
is obligated to allot water for the benefit of Applicant or Applicant's members hereunder.
5. All well permits issued on the basis of this Allotment Contract shall be applied
for and issued in the name of the Applicant Homeowner's Association and the total amount of
water allowed to be diverted under all well permits issued to the Association under this contact
shall not exceed the total allotment of this Contract.
6. The Applicant has acknowledged that the land to be benefitted by the foregoing
and attached Contract is described on Exhibit "A" attached hereto.
• •
7. By acceptance of this Contract Applicant acknowledges that within two years of
the date hereof or such later date as the District may approve, the Applicant shall file with the
Water Court of Water Division No. 5 a water rights plan of augmentation for utilization of water
allotted hereunder at the location and for the purposes hereinabove set forth or the Applicant's
water allotment as provided in this Contract shall be included in a water rights plan of
augmentation to be filed by the District with the expenses thereof to be shared prorata by the
Contract holders included in such plan; provided that inclusion of the Applicant's water
allotment in the District's plan of augmentation shall be at the District's sole discretion.
411
Approved this 7 day of No ) �w�,0 t , 1992.
BASALT WATER CONSERVANCY DISTRICT
Attest:
By: `f3- cL ,L_. )1� �-z.J' By:
Secretary President
PROPERTY DESCRIPTION
(PARCEL "F")
A PARCEL OF LAND SITUATED IN THE W1/2 OF SECTION 30, TOWNSHIP 6
SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
GARFIELD, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SECTION 25, TOWNSHIP 6 SOUTH,
RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN; THENCE S 01°28'54" E
ALONG THE WESTERLY LINE OF SAID SECTION 30 551.78 FEET TO THE TRUE
POINT OF BEGINNING; THENCE S 89°38'30" E 1094.29 FEET; THENCE
N 00°00'00" E 551.16 FEET; THENCE N 90°00'00" E 1184.58 FEET;
THENCE S 01°11'45" E 1022.19 FEET; THENCE N 89°38'30" W 2288.24
FEET TO A POINT ON THE WESTERLY LINE OF SAID SECTION 30; THENCE
N 01°28'54" W ALONG SAID WESTERLY LINE 463.50 FEET TO THE TRUE
POINT OF BEGINNING; SAID PARCEL CONTAINING 39.511 ACRES, MORE OR
LESS.
90057.001
OCTOBER 28, 1992
• •
Mr. Peter Christeleit
Page 2
February 22, 1991
Wastewater Disposal
Sewage disposal will be by individual on-site septic tanks and
leach fields. The average daily volume of sewage from each
homesite is estimated to be 260 gallons per day. The sewage
strength is expected to be consistent with that of normal domestic
wastewater. Sizing of individual septic systems will be in
accordance with Garfield County Individual Sewage Disposal System
Regulations.
Percolation tests were conducted at two locations within the
project area. Further information on the percolation tests is
contained in the HCE report dated February 5, 1991, a copy of
which is included with this application. All of the percolation
tests conducted demonstrated acceptable percolation rates. If
individual disposal systems are constructed in accordance with
County standards, no adverse impacts are anticipated.
Responsibility for construction, operation and maintenance of
individualdisposal systems will rest with the individual lot
owners, who should maintain the systems in accordance with
Garfield County Health Department Regulations. Should the welfare
of adjacent homeowners be affected by failure of an individual
owner to properly maintain a septic system, the Homeowner's
Association will have the authority to enforce maintenance of the
individual system.
If you have any questions or need additional information, please
contact us.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
lam.
Ti othy P. Beck, P.E.
Pri cipal Engineer
TPB:rjm
Enclosures
February 5, 1991
• •
Mr. Peter Christeleit
P.G. Box 681
Glenwood Springs, CO 81601
RE: Proposed Christeleit Subdivision
HCE Job No. 90057.001
Dear Mr. Christeleit:
On September 7, 1990,.High Country Engineering, Inc. personnel
conducted percolation tests at two sites on the subject property
(see enclosed vicinity map). At the "higher elevation" _location,
the average percolation rate was 18 minutes per inch. At the
"lower elevation" location, the average percolation rate was 33
minutes per inch. Both of these rates are within the normally
accepted range of 5 minutes per inch to 60 minutes per inch.
If you have any questions, please call.
Sincerely yours,
HIGH COUNTRY ENGINEERING, INC.
Tim thy P. Beck, P.E.
Pri cipa_i Engineer
TPB:rjm
Enclosure
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone: 303-945-8676 • 303-920-3669 • FAX: 303-945-2555
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VICINITY MAP
SCALE: l" = 2000'
SEG7��A)$ /9 7-6 s/ /Z88 fil/.
HOLY CROSS •LECTRIC ASSCI:IATION, INC.
3799 HIGHWAY 82
1'. O. DRAWER 2150
LENWOOD SPRINGS, COLORADO 81602
April 12, 1990
Mr. Peter J. Christeleit
4954 214 Road
New Castle, Colorado 81647
RE: Lots 1 Through 6, Spring Valley
Dear Mr. Christeleit:
The above mentioned development is within the certificated
service area of Holy Cross Electric Association, Inc.
1303) 945.5491
F:\X 945 4081
Holy Cross Electric Association, Inc. has adequate resources to
provide electric power to the development, subject to the
tariffs, rules and regulations on file. Any power line
enlargements, relocations, and new extensions necessary to
deliver adequate power to and within the development will be
undertaken by Holy Cross Electric Association, Inc. upon
completion of appropriate contractual agreements.
Please advise when you wish to proceed with the development of
the electric system for this project.
Sincerely,
HOLY CROSS ELECTRIC ASSOCIATION, INC.
2
Buzz Quaco,
Staking Engineer
BQ:rjm
• •
RADIATION HAZARD EVALUATION
To our knowledge there are no radiation hazards on this
property. This property has never been used for mining or
tailings.
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Map Description
.5,41:11/
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37D - 85
X14E - 95
35F - 19
7oD - 35
22F - 87
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Glenwood Sprin{p
CHRISTELEIT SUBDIVISION
U.S.D.A. SOIL DESIGNATIONS
• •
4/86
85 --Norval loam, 6 to 25 percent slopes. This deep, well drained
soil is on alluvial fans,a d n, r�sJ,. It formed in alluvium derived
dominantly from basalt. Elevation is 6,800 to 8,000 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 85 to 95 days.
Typically, 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
substratum to a depth of 60 inches or more is loam. The soil is
noncalcareous and-mildly-a1katirre to a depth of 19 inches. and--ealeaaeeus-and
-moderately-alkaline below that -depth..
Included in this unit are small areas of Tridell and Showalter soils.
Included areas make up about 15 percent of the total acreage.
Permeability of the Norval 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 moderate.
This unit is used for rangeland.
The potential plant community on this unit is mainly needleandthread,
western wheatgrass, muttongrass, prairie junegrass, and big sagebush. Other
less extensive grasses that characterize this unit are bluebunch wheatgrass
and mountain muhly. The average annual production of air-dry vegetation is
about 1,500 pounds per acre. If the condition of the range deteriorates,
cheatgrass and Kentucky bluegrass increase.
:47
• •
g 5-'
This unit is poorly suited to homesite development. If the Mbrval soil
is used for moderate development, the main limitations are shrink -swell
potential and steepness of slope.
This map unit is in capability subclass VIe, nonirrigated. It is in
Deep Loam range site.
• •
4/86
95--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 I locval
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 1,brval soils are in more
concave positons.
Included in this unit are small areas of soils similar to this Norval
soil which have 30 to 50 percent cobble in the substratum. Included areas
make up about 20 percent of the total acreage. _ �^
j/ ruin 661 iJ A4.Li
The Showalter soil is deep and well drained A Iperecnt gravel.
A tirr-C�7 14—/— c 4. (3,4X A1 -672l }�j° ' c .c.� , 4l fit. i�C Lr r c v �':�/� CxS,7ti e k , $ f; c r
--
4----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 moderate. Effective rooting depth is 60 inches or more. Runoff is
medium, and the hazard of water erosion is moderate.
The rbrval soil is deep and well drained. It formed in alluvium
derived dominantly from basalt. Typically, 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 substratum to a depth of 60 inches is loam. The soil
is noncalcareous to a depth of 19 inches and calcareous below that depth.
f V EJ L,/ EIL�Lr�' 4) �z s= c ,4,N v � EP c ,�� `' �'4
• •
Permeability of the rbrval 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 ibrval 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 in capability subclass VIe, nonirrigated. The
Showalter soil is in Loamy Slopes range site, and the Morval soil is in Deep
Loam range site.
• •
4/86
19--Cochetopa-Antrobus association, 25 to 50 percent slope. This
map unit is on mountainsides. Elevation is 8,500 to 10,500 feet. The
average annual precipitation is 18 to 20 inches, the average annual air
temperature is 36 to 38 degrees F, and the average frost -free period is 45
to 60 days.
This unit is 45 percent Cochetopa loam and 40 percent Antrobus very
stony loam. The Cochetopa soil is on slightly concave benches, and the
Antrobus soil is on steeper convex slopes. The components of this unit are
so intricatedly intermingled that it was not practical to map them
separately at the scale used.
Included in this unit are small areas of Forsey and Jerry soils.
Included areas make up about 15 percent of the total acreage.
The Cochetopa soil is deep and well drained. It formed in alluvium and
colluvium derived dominantly from basalt. Sege is -2s --to AO percent.
•
Typically, the upper part of the surface layer is dark grayish brown loam
about 3 inches thick. The lower part is very dark grayish brown clay loam
11 inches thick. The subsoil is clay loam 24 inches thick. The substratun
to a depth of 60 inches is gravelly clay loam. The soil is noncalcareous to
a depth of 40 to 60 inches and calcareous below that depth.
Permeability of the Cochetopa soil is slow. Available water capacity
is moderate. Effective rooting depth is 60 inches or more. Runoff is
rapid, and the hazard of water erosion is high.
//6
•
19 --
The Antrobus soil is deep and well drained. If formed in alluvium and
30
colluvium derived dominantly from basalt. £,-1-a; P i G ta--54—percr:-rrt.
Typically, the surface is covered with 12 to 15 percent stones and 25
percent cobble. The upper part of the surface layer is dark grayish brown
very stony loam about 8 inches thick. The lower part is brown very stony
loam about 5 inches thick. The underlying material to a depth of 60 inches
or more is extremely stony loam. The soil is calcareous throughout the
profile.
Permeabilty of the Antrobus soil is moderate. Available water capacity
is low. Effective rooting depth is 60 inches or more. Runoff is rapid, and
the hazard of water erosion is moderate.
This unit is used for rangeland and homesite development.
The potential plant community on the Cochetopa soil is mainly Thurber
fescue, bearded wheatgrass, Columbia needlegrass, mountain brome, and Idaho
fescue. Western wheatgrass, mountain snowberry, geranium, and western
yarrow are also present in the potential plant community. The average
annual production of air-dry vegetation is about 2,800 pounds per acre. If
the range condition deteriorates, Kentucky bluegrass, geranium, Douglas
rabbitbrush and western yarrow increase.
The potential plant community on the Antrobus soil is mainly bluebunch
wheatgrass, needlegrass, antelope bitterbrush, mountain big sagebrush, and
Saskatoon serviceberry. Other less numerous plants that characterize this
site are Douglas rabbitbrush, bluebunch wheatgrass, and antelope
bitterbrush. Included in this unit are small areas of Aspen. The average
annual production of air-dry vegetation is about 1,200 pounds per acre.
If the range condition deteriorates, mountain big sagebrush, Douglas
rabbitbrush, needlegrasses, and annual weeds increase.
//7
• •
1y --
Management practices suitable for use on this unit are proper range
use, deferred grazing, rotation grazing, and aerial spraying for brush
management. Slope limits access by livestock and results in overgrazing of
the less sloping areas.
If this unit is used for homesite development, the main limitations are
slope, shrink -swell, stoniness, and steep slopes. Access roads must be
designed to provide adequate cut -slope grade, and drains must be used to
control surface runoff and keep soil losses to a minimum. The high content
of rock fragments makes excavation difficult.
This map unit is in capability subclass VIIe, nonirrigated. The
Cochetopa soil is in Subalpine Loam range site and the Antrobus soil is in
Stony Loam range site.
//e
• •
4!86
35--Empedrado loam, 6 to2Per ent slopes. This deep, well drained
T
soil is on terrgee\ fans, and',
ihills. IL formed in alluvium and eotian
materials. Elevation is 6,500 to 9,000 feet. The average annual
precipitation is about 15 to 18 inches, the average annual air temperature
is 40 to 44 degrees F, and the average frost -free season is 75 to 95 days.
Typically, the surface layer is brown loam 5 inches thick. The subsoil
is clay loam about 35 inches thick. The substratum to a depth of 60 inches
is clay loam. The soil is noncalcareous to a depth of 38 inches and
calcareous below that depth.
Included in this unit are small areas of similar soils with darker,
thicker surface layers. Also included are small areas of similar soils with
silt loam and silty clay loam textures throughout the profiles. Included
areas make up about 20 percent of the total acreage.
Permeability of the Empedrado soil is moderate. Available water
capacity is high. Effective rooting depth is 60 inches or more. Runoff is
medium, and the hazard of water erosion is moderate.
This unit is used for hayland and cropland.
This unit is well suited to hay and pasture. Grasses and legumes grow
well if adequate fertilizer is used. If properly managed, this unit can
produce 4 tons of irrigated grass hay per acre.
This unit is well suited to alfalfa and small grain crops. It is
limited mainly by steeper slopes in some areas. Limiting tillage for
seedbed preparation and weed control reduces runoff and erosion. All
tillage should be on the contour or across the slope. If properly managed,
this unit can produce 75 bushels of barley per acre.
• •
The potential plant community on this unit is mainly western wheatgrass
needleandthread, prairie junegrass, mountain big sagebrush, and Douglas
rabbitbrush.
Other less numerous plants that characterize this site are muttongrass,
Letterman needlegrass, common snowberry, Utah serviceberry, and antelope
bitterbrush. The average annual production of air-dry vegetation is about
1,500 pounds per acre. If the range condition deteriorates, mountain big
sagebrush, Kentucky bluegrass, Douglas rabbitbrush, and annual weeds
increase. These plants are dominant when the range is in poor condition;
therefore, grazing should be managed so that the desired balance of species
is maintained in the plant community.
This map unit is suited to hanesite development. The main limitations
are shrink -swell potential and slope. Shrink -swell potential can be
minimized by prewetting foundation areas. The steepness of slope is a
concern in installing septic tank absorption fields. Absorption lines
should be installed on the contour.
This map unit is in capability subclass IVe, irrigated, and IVe,
nonirrigated. It is in the Deep Learn range site.
The Tridell soil is4somewhat excessively drained. It formed in
alluvium and colluvium derived dominantly from basalt. Slope is 12 to 50
percent. Typically, the upper part of the surface layer is grayish brown
mcde-re44.11 stony sandy loam about 2 inches thick. The lower part is very
cobbly fine sandy loam about 7 inches thick. The upper 5 inches of the
underlying material is very cobbly fine sandy loam. The next 11 inches is
cobbly sandy loam. The next 12 inches is very stony fine sandy loam. The
lower part to a depth of 60 inches is very stony loamy sand.
Permeability of the Tridell soil is moderately rapid. Available water
capacity is low. Effective rooting depth is 60 inches or more. Runoff is
rapid, and the hazard of water erosion is high.
This unit is used for rangeland and firewood production.
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. The potential plant community on the Tridell soil is
mainly Utah juniper, pinyon pine, galleta, bluebunch wheatgrass, and
bottlebrush squirreltail. The potential production of the native understory
vegetation in normal years is about 400 pounds of air—dry vegetation per
acre.
Mechanical treatment is not practical, because the surface is stony
and slopes are steep. Management practices suitable for use on this unit
are proper range use, deferred grazing, rotation grazing, and aerial
spraying for brush management. Slope limits access by livestock and results
in overgrazing of the less sloping areas.
73
z
• •
g 7__
TheTridell soil is suited to limited production of firewood. The
average annual production is 5 cords per acre. The average stocking rate is
150 trees per acre. Special care is needed to minimize erosion when
thinning and applying other forest management practices.
This unit is poorly suited to homesite development. The main
limitations are large stones and steep slopes.
This map unit is capability subclass VIIe, nonirrigated. The Morval
soil is in Deep Loam range site and the Tridell soil is in Pinyon -Juniper
woodland site.
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