HomeMy WebLinkAbout1.0 Application• •
APPLICATION - SKETCH PLAN REVIEW
(In Duplicate)
TO: The Board of County Commissioners
Garfield County, Colorado
The undersigned, subdividers, hereby make application for a
Sketch Plan Review of a new subdivision entitled "Peach Valley
Acres". In support of the Application the subdividers state and
allege as follows:
1. A Sketch Plan Fee of $81.00 is herewith attached.
2. The subdivision boundary description is attached hereto
as Exhibit "A" and by reference made a part hereof.
3. The boundaries of the subdivision lie within the NE4SW4
of Section 1, Township 6 South, Range 92 West of the 6th
Principal Meridian. A true and correct copy of Stewart
Title Guaranty Company Owners' Title Insurance Policy
issued to James E. Stevens and Billie Rae Stevens on
September 24, 1979 is herewith attached. No ownership
or encumbrance changes have been made since this policy
was issued.
4. Total development area consists of 30.41 acres, more or
less.
5. The total number of proposed dwelling units is 14, each
to be located on a parcel not less than 2 acres in size.
6. The source of the domestic water is from a municipal well
to be drilled on Lot No. 1. A copy of the application for
the well permit is herewith attached. The well water will
be pumped into a 10,000 gallon underground tank located on
Lot 1; thence the water will be pumped out of the water
tank through a 6" pipeline to each lot within the subdivision.
Approximately 30 shares of water out of the Ware and Hinds
Ditch will also be available for lawn watering and other
irrigation purposes. A copy of the deed transferring 37
shares of the Ware and Hinds Ditch to the subdivider is
herewith attached. Seven of those shares will be used on
property lying outside of the subdivision. It is estimated
that 5,000 gallons of water per day will be needed for
domestic use within the subdivision.
7. Sewage disposal will be handled by individual septic systems
approved by Garfield County and located on each lot. The
estimated amount of sewage to be treated per day would be
14 times the normal amount of effluent from a normal single
family residence.
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$
1
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2
8. An exhibit is herewith attached showing the estimated
cost of construction of the street and water system.
9. There is no problem with legal access to the property
since the main road through the subdivision will open
onto County Road 214. The subdivision road will be
built to County specifications with the ultimate purpose
of dedicating the road to the County.
10. Other attachments and miscellaneous matters:
(a) The Sketch Plan Map of the proposed subdivision is
herewith attached for your review;
(b) A quadrangle map showing the topography and the
elevation is herewith attached;
(c) As is evident from the topographical map attached,
there is no significant drainage on this property
because it is almost purely flat. However, at the
south boundary of the property, south of the cul de
sac shown on the Sketch Plan Map, the subdivider
proposes to build a retaining berm to retain any sur-
face runoff until it can be absorbed into the ground.
(d) Also south of the cul de sac shown on the Sketch Plan
Map, running to the south property line, an easement
60 feet in width will be dedicated to the County for
future roadway purposes, if necessary;
(e) 2 fire hydrants will be installed within the subdivision;
(f) Soils information was obtained from the Soil Conserva-
tion Service and is herewith attached;
(g) The subdivider has contacted Mr. Dariel Clark of the
RE -2 School District and commenced negotiations to
contribute a fee to the school system as is required
by the Garfield County Zoning Ordinance. No figure
has yet been settled on, but no problem is anticipated
in reaching an agreement with the School District.
The School District seems to be pleased with the type
of subdivision that is here being proposed.
The undersigned respectfully requests that the Board of County
Commissioners, by referral to the Garfield County Planning Commission,
review the Sketch Plans hereby proposed.
JAMES E. STEVENS and BILLIE RAE
STEVENS, Subdividers
/7
By_--t-
John L. Kemp, Attorne for
.Subdividers
EXHIBIT "A"
Peach Valley Acres
James E. Stevens and Billie Rae Stevens
A parcel of land situated in the NE4SW4 of Section 1,
Township 6 South, Range 92 West of the Sixth Principal Meri-
dian, Garfield County, Colorado, more particularly described
as follows:
Commencing at an iron post and brass cap found in place
and properly marked for the S.W. Corner of said Section 1,
thence N. 50°15'15" E. 2099.16' to a point on the Southerly
line of said NE4SW'4, the True Point of Beginning; thence N.
00°04'08" E. 1300.99 feet to a point on an existing fence
line marking the Southerly line of the county road; thence
N. 89°11'04" E. along said fence line and along said Southerly
line of the county Road 418.88 feet; thence along said fence -
line and along said Southerly line of the county road along a
curve to the right, having a radius of 2973.82 feet and a cen-
tral angle of 02°17'38", a distance of 119.06 feet; thence
S. 88°31'17" E. along said fence line and along said Southerly
line of the county road 338.33 feet; thence along said fence
line and along said Southerly line of the county road along
a curve to the left, having a radius of 386.02 feet and a cen-
tral angle of 21°08'56", a distance of 142.49 feet to a point
on the Easterly line of said NEzSW'4; thence S. 00°05'35" W.
along said Easterly line of the NE4SW4 1321.19 feet to the
S. E. Corner of said NE,SW;; thence N. 89°55'44" W. along the
Southerly line of said NE4SW4 1015.42 feet to the True Point
of Beginning; containing 30.41 acres, more or less.
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TRAFFIC COUNT FOR PEACH VALLEY ACRES
137 8:00 4/8/80 to 8:00 4/9/80
157 8:00 4/3/80 to 8:00 4/4/80
ALTA OWNER'S POLICY — Amended• 7/70
SCHEDULE A
Order No.: 6591 Policy No.: 0-389464
Date of Policy: SEPTEMBER 24, 1979 At
4:22 O'CLOCK P.M.
1. Name of Insured:
JAMES E. STEVENS and BILLIE RAE STEVENS
Amount of Insurance: 365,000.00
2. The estate or interest in the land described herein and which is covered by this policy is:
FEE SIMPLE
3. The estate or interest referred to herein is at Date of Policy vested in:
JAMES E. STEVENS and BILLIE RAE STEVENS, IN JOINT TENANCY
4. The land referred to in this policy is described as follows:
Township 6 South, Range 92 West of the 6th P.M.
Section 1: NEkSW4
COUNTY OF GARFIELD
STATE OF COLORADO
Authorized Countersignature
CODE 0012
Page 2
' '1" WART TITLE
GUARANTY COMPANY
w
16591
ALT& OWNER'S POLICY—Modified.3
SCHEDULE B
Policy No.: 0-389464
This policy does not insure against loss or damage by reason of the following:
1. Rights or claims of parties in possession not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a
correct survey and inspection of the premises would disclose and which are not shown by the
public records.
4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed
by law and not shown by the public records.
5. Taxes for the year 1979 and thereafter.
6. The effect of inclusion in any general or specific water conservancy, fire
protection, soil conservation or other district or inclusion in any water
service or street improvement area.
7. Right of the proprietor of a vein or lode to extra and remove his ore there-
from, should the same be found to penetrate or inter ct the premises hereby
granted as reserved in United States tent recorded bruary 4, 1941, In
Book 73 at page 212 as Reception No. 437.
8. Right of way for ditche
States as reserved in
Book 73 at page 212 as
r canals cons" ucted by the authority of the United
d States Patent recorded February 4, 1941, in
tion No. 142 7.
9. Easement a d' right of wa
subject pro rty.
the county read along the northerly line of
10. Maps and Sta nts of the following:
a. Ware and Hinds Ditch recorded December 21, 1883 in Book 7 at page 93 and
filed August 19, 1887 as Reception No. 5083.
b. Amended Ware and Hinds Ditch filed August 18, 1887 as Reception No. 5078.
c. Nelson Enlargment of the Ware and Hinds Ditch filed June 16, 1896 as
Reception No. 19478.
d. 8. 0. AMO C. Enlargment of the Ware and,Hinds Ditbh filed November 20, 1979
as Reception No. 22112.
11. All of the oil, gas and minerals and right to explore for and remove the same
as reserved by Walter E. Castle and Alice A. Castle in deed recorded December 30,
1964 in Book 362 at page 581 as Reception No. 228177.
12. Right of way for gas line across the NEkSWIt Section 1 as granted to Maysel E.
Deter by document recorded December 15, 1961 in Book 338 at page 115 as
Reception No. 215993.
13. Right of way as granted to Public Service Company along the westerly line of
subject property by document recorded April 4, 1962 in Book 340 at page 319
as Reception No. 217086.
14. Possessory rights lying outside the fence as shown on the survey by KKBNA/INC.
dated August 23, 1979.
1613
(Continued on Page 3-A)
Page 3
s'1' I,SVA1rr rI'1`I,E
GUARANTY (71)MI'ANY
6591
Continuation Form 203 -A -T
•
• •
Attached to and made a part of Stewart Title Guaranty Company Policy No. 0-389464
Continuation of Schedule B
15. Deed of Trust from James E. Stevens and Billie Rae Stevens to the Public
Trustee of Garfield County for the use of Joseph Conto and Mary Conto to
secure $100,000.00, dated September 24, 1979, recorded September 24, 1979
in Book 535 at page 826 as Reception No. 297883.
3-A
Page
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S VARY TITLE
GUARANTY COMPANY
u
WRJ-5-Rev. 76
Application must
be complete where
applicable. Type or
print in BLACK
INK. No overstrikes
or erasures unless
initialed.
COL DO DIVISION OF WATER RESOUF
818 Cenaligial Bldg., 1313 Sherman St., Denver, Colorado 0203
PERMIT APPLICATION FORM
(X ) A PERMIT TO USE GROUND WATER
(X ) A PERMIT TO CONSTRUCT A WELL
FOR: (X) A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO
( ) OTHER
WATER COURT CASE NO
(1) APPLICANT - mailing address
NAME James E. Stevens and Billie Rae Steven
STREET Box 663
CITY
Glenwood Springs, Colo. 81601
TELEPHONE NO 963-2321
(State) (Zip)
(2) LOCATION OF PROPOSED WELL
County Garfield
NE '/4 of the SW '/4, Section
Twp. 6 So. , Rng. 92 W 6th P.M.
NSI 1E,WI
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpm) 15_ gpm
Average annual amount of ground water
to be appropriated (acre-feet): 5 acre feet
Number of acres to be irrigated: 28 acres
Proposed total depth (feet): Est. 120 ft.
Aquifer ground water is to be obtained from:
Colorado River Basin
Stevens Subdivision
Owner's well designation Well No. 1
GROUND WATER TO BE USED FOR:
HOUSEHOLD USE ONLY - no irrigation (0)
DOMESTIC (1) ( ) INDUSTRIAL (5)
LIVESTOCK (2) ( ) IRRIGATION (6)
COMMERCIAL (4) X) MUNICIPAL (8)
OTHER (9)
DETAIL THE USE ON BACK IN (11)
(4) DRILLER
Name Will be a licensed Colorado driller
Street
City
(State) (Zip)
Telephone No Lic. No.
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
sReceipt No. /
Basin Dist.
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
APPLICATION APPROVED
PERMIT NUMBER
DATE ISSUED
EXPIRATION DATE
(STATE ENGINEER)
BY
I.D. COUNTY
u
(5) THE LOCATION OF THE POSED WELL and the area on
which the water will be used mus a indicated on the diagram below.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
!4--- 1 MILE, 5280 FEET
+ + + + ± + f + 1-
4-
+ _ -i- - NORTH SECTION LINE + —
4_NORTHf Z D • +
N '
J
21 +
m i
+ — �-
W o
rn z
+-
4-
I I
T + > SOUTH SECTION LINE
-I-
The
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
(6) TELL MUST BE LOCATED BELOW
by ances from section lines.
west of No.—So. centerline
800 ft. flrardc of Sec. 1 WatXtitie
(north or south)
So. of E.—W. centerline
50 ftfrafilf of Sec. 1 3SeIPPie
(east or west)
LOT BLOCK FILING*
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED J mes E. and Billie
Owner: ae Stevens
No. of acres
30.41 Will this be
the only well on this tract? yes
(8) PROPOSED CASING PROGRAM
Plain Casing
10 in from 0 ft to 30 ft
in from ft to ft
Perforated casing
10 in from 30 ft to 120 ft
in from
ft to ft
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)
A family of 5 will require approximately 1 acre-foot of water per year.
1 acre-foot ... 43,560 cubic feet ... 325,900 gallons.
1,000 gpm pumped continuously for one day produces 4.42 acre-feet.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s): James E. and Billie Rae Stevens
Legal description -See attached Exhibit "A"
No. of acres: 30.41
(11) !DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal
system to be used. In house and lawn watering on 14 single family two acre lots in subdivision--
lawn
ubdivisinn--
lawn sizes will be severely restricted. Disposal will be by individual septic systems
according to county standards.
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Type or right Used for (purpose) Description of land on which used
30 shares of Ware & Irrigation 30.41 arrPs of NF SW of Sec- 1,
Hinds Ditch Twp. 6 So., Rg. 92 W.
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
TRUE TO THE BEST OF HIS KNOWLEDGE.
SIGNATURE OF APPLICANT(SJ
Use additional sheets of paper if more space is required.
I
II
1
1
I
Sot+
I
I
•
troy
Ft,
I
1
4_NORTHf Z D • +
N '
J
21 +
m i
+ — �-
W o
rn z
+-
4-
I I
T + > SOUTH SECTION LINE
-I-
The
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
(6) TELL MUST BE LOCATED BELOW
by ances from section lines.
west of No.—So. centerline
800 ft. flrardc of Sec. 1 WatXtitie
(north or south)
So. of E.—W. centerline
50 ftfrafilf of Sec. 1 3SeIPPie
(east or west)
LOT BLOCK FILING*
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED J mes E. and Billie
Owner: ae Stevens
No. of acres
30.41 Will this be
the only well on this tract? yes
(8) PROPOSED CASING PROGRAM
Plain Casing
10 in from 0 ft to 30 ft
in from ft to ft
Perforated casing
10 in from 30 ft to 120 ft
in from
ft to ft
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)
A family of 5 will require approximately 1 acre-foot of water per year.
1 acre-foot ... 43,560 cubic feet ... 325,900 gallons.
1,000 gpm pumped continuously for one day produces 4.42 acre-feet.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s): James E. and Billie Rae Stevens
Legal description -See attached Exhibit "A"
No. of acres: 30.41
(11) !DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal
system to be used. In house and lawn watering on 14 single family two acre lots in subdivision--
lawn
ubdivisinn--
lawn sizes will be severely restricted. Disposal will be by individual septic systems
according to county standards.
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Type or right Used for (purpose) Description of land on which used
30 shares of Ware & Irrigation 30.41 arrPs of NF SW of Sec- 1,
Hinds Ditch Twp. 6 So., Rg. 92 W.
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
TRUE TO THE BEST OF HIS KNOWLEDGE.
SIGNATURE OF APPLICANT(SJ
Use additional sheets of paper if more space is required.
EXHIBIT "A"
To Well Permit Application For
James E. Stevens and Billie Rae Stevens
A parcel of land situated in the NEQSWQ of Section 1,
Township 6 South, Range 92 West of the Sixth Principal Meri-
dian, Garfield County, Colorado, more particularly described
as follows:
Commencing at an iron post and brass cap found in place
and properly marked for the S.W. Corner of said Section 1,
thence N. 50°15'15" E. 2099.16' to a point on the Southerly
line of said NE14-SW4, the True Point of Beginning; thence N.
00°04'08" E. 1300.99 feet to a point on an existing fence
line marking the Southerly line of the county road; thence
N. 89°11'04" E. along said fence line and along said Southerly
line of the county Road 418.88 feet; thence along said fence -
line and along said Southerly line of the county road along a
curve to the right, having a radius of 2973.82 feet and a cen-
tral angle of 02°17'38", a distance of 119.06 feet; thence
S. 88°31'17" E. along said fence line and along said Southerly
line of the county road 338.33 feet; thence along said fence
line and along said Southerly line of the county road along
a curve to the left, having a radius of 386.02 feet and a cen-
tral angle of 21°08'56", a distance of 142.49 feet to a point
on the Easterly line of said NE4SW4; thence S. 00°05'35" W.
along said Easterly line of the NE1/4SW4 1321.19 feet to the
S. E. Corner of said NE4SW4; thence N. 89°55'44" W. along the
Southerly line of said NEQSW4 1015.42 feet to the True Point
of Beginning; containing 30.41 acres, more or less.
fe, SLP 2 4 1975 tiU'?r `):S:) r:.+:;�,
Recorded at_ -7• ---o'clock �_.M., - - --
--- _ -- RECORDER'S STAMP
DEED, Mrdrthis 24th day of Sep bcr '
_-. 7_7._ - = 9 f
ik
19,79 , between
1
JOSEPH CONTO, MARY CONTO, and DARLENE YJ1Y DODO SEP 2 .11
Stt'f nn;,�d!1 L-1 fit
222 so.
of the County of Garfield and State of
Colorado,of the first part. and
JAMES E. STEVENS and BILLIE RAE STEVENS
whose Iegal address is Box 663, Carbondale
of the • County of Garfield and State of Colorado, of the second part:
WITNESSETil, that the said part ies of the first part, fur and in consideration of the sum of
---TEN DOLLARS and other good and valuable consideration Yi11Y_ia:32:i.
to the said partieS of the first part in hand paid by the said parties of the second part, the-rceipt 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:
The NEI1 of the SW% of Section 1, Township 6 South, Range 92 West of the 6th
Principal Meridian, together with all improvements situate thereon.
Together with 37 shares in Ware and Hinds Ditch and the water rights adjudicated
thereto.
Also together with all of the well and well. rights, and the water rights con-
nected therewith, which are appurtenant to the above described property.
(Conveyance of water rights hereunder is without warranty)
also known as street and number ! 1
TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise
appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the
estate, right. title, interest, claim a,.d demand whatsoever of the said part ies of the first part• either in law or
equity, of, in and to the above bargained premises, with the hereditaments and appurtenances.
TO HAVE ANI) TO HOLD the said premises above bargained and described, with the appurtenances. unto the
said parties of the second part. their heirs and assigns forever. And the said part ies of the first part. for them-
selves their heirs. executors, and administrators do covenant. grant. bargain and agree to and with the
said parties of the second part• their heirs and assigns, that at the time of the enst•aling and delivery of t:.ase
presentstheare well seized of the premises above conveyed. as of good, sure. perfect, absolute and indefeasible
estate 'f inheritance, in law• in fee simple, and ha ve good right, full power and lawful authority to grant. bargain.
sell and convey the same in manner and form aforesaid. and that the same are free and clear from all former and
other grants, bargains, sales, liens, taxes. assessment and encumbrances of whatever kind or nature soaves except it g,
however, general property taxes and special assessments for 1979 due and payable in
1980; U.S. patent reservations and exceptions of record; easements and rights of way
of a public or private nature of record; prior mineral reservations of record; posses -
3, es-!
sary rights lying outside the fence as shown on the survey by KKBNA dated Aug. 2
and the above bargained premises in the quiet and peaceable possession of the said parties of the second part, their
heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole or any part thereof. e
the said part ies of the first part shall and will WAP,P.ANT AND FOREVER DEFEND.
IN WITNESS W)IEREOF the said part ies of the first part ha ve hereunto settheir hand S and
seal S the day and year first above written. /� %7�
Signed, Sealed and Delivered in the Feasance of 1 ��yQL��-'-'C� ISEAL)
7 CCDU .,ONTrt
L w )SEAL)
c , 1 �rs�c __�✓SL iSEAL)
r•
�f. DARLENE KAY D e0
`.7F STATE OFCOLORADO
as
- t.^• n Cd'ntyof Carfield J
U,�Lty ..
. she tdre);! q,C instrument was acknowledged before me this 24th
1979,by SOSPH CONTO, MARY CONTO, and DARLENE KAY DODO.
I.: 7. 1, 1251
My commission expires ,19 .Witness mv-hand and)Pfficial se
dayof September
l:o,,,, 1'a41.:
No. 921. MAKkA'T1 UEEU T.1.,.I T....1, r 11: a t+,.[r..d r,.1�I,. n,..r G 1146 Stool Sly wl. t1. nye 1177 a0111_S 7a
KKBNA
Scarrow/Walker
Incorporated
Consulting Engineers
Land Surveyors
1001 Grand Avenue
Glenwood Springs Colorado 81601
303 945 8664
• •
Lew L. -"abler Robert D. Scanow
Martin S. Oldford Robert A. Wamsley
ESTIMATED CONSTRUCTION COSTS FOR PROPOSED
STEVEN'S SUBDIVISION
Section 1, Township 6 South, Range 92 West - Garfield County, Colorado
Water
System 1200 lf. 6" @ S17.00 $14,400.00
2 Valves @ $400.00 800.00
2 Hydrant Assembly @ $750.00 1,500.00
12,000 Gallon Storage Tank 6,000.00
300 g.p.m. Pump & Controls 5,000.00
Well Pump - 50 g.p.m. 2,000.00
Roads 1200 lf. @ $2.0.00
Onsite Sewage
Systems
24,000.00
0.00
TOTAL $53,700.00
c'
RIFLE AREA,, COLORADO
Included with this soil in mapping are small areas of
Olney, Arvada, and Kim soils that have slopes of 1 to 3
percent. These areas make up 5 to 10 percent of the
map unit.
Permeability is slow, and available water capacity is
moderate. Effective rooting depth is 60 inches or more.
Surface runoff is medium, and the erosion hazard is
slight.
This soil is used for irrigated crops and hay (fig. 5).
Alfalfa, small grains, some corn for silage, and grass or
grass -legume mixtures are grown.
Flooding is suitable for irrigating this soil. Intake rate is
slow. Wide, deep cracks form when the soil dries. Irriga-
tion rates and tillage practices should be carefully
planned to overcome soil conditions. Green manure
crops and commercial fertilizer are generally needed to
maintain or improve tilth and fertility.
The native vegetation on this soil was mainly wheat -
grass, sagebrush, and rabbitbrush; however, all areas of
this soil are now in irrigated crops.
Cottontail rabbit, squirrel, mourning dove, and pheas-
ant find habitat on this soil.
Community development and recreation are limited by
slow permeability, high clay content, and shrink -swell
potential. Dwellings and roads can be designed to com-
pensate for the low strength and shrink -swell potential.
Septic tank absorption fields are severely limited by slow
permeability. Community sewage disposal systems will
be needed if population density increases.
This soil is in capability subclasses Isle, irrigated, and
IVc, nonirrigated.
29—Heldt clay loam, 3 to 6 percent slopes. This
deep, well drained, gently sloping soil is on alluvial fans
and sides of valleys. Elevation ranges from 5,000 to
6,000 feet. This soil formed in fine textured alluvium
derived from shale and sandstone. The average annual
precipitation is about 14 inches, the average annual air
temperature is about 48 degrees F, and the average
frost -free period is about 120 days.
Typically, the surface layer is grayish brown clay loam
about 8 inches thick. The subsoil is light brownish gray
clay loam about 13 inches thick. The substratum is light
gray clay to a depth of 60 inches.
Included with this soil in mapping are small areas of
Olney, Arvada, and Kim soils that have slopes of 3 to 6
percent. These areas make up 5 to 10 percent of the
map unit.
Permeability is slow, and available water capacity is
moderate. Effective rooting depth is 60 inches or more.
Surface runoff is medium, and the erosion hazard is
moderate.
This soil is used for irrigated crops and hay. Some
areas are used for grazing. Alfalfa, small grains, some
corn for silage, and grass or grass -legume mixtures are
grown.
Flooding is suitable for irrigating this soil. Intake rate is
slow. Wide, deep cracks form when the soil dries. Irriga-
tion rates and tillage practices should be carefully
planned to overcome limiting soil conditions. Green
manure crops and commercial fertilizer are generally
needed to maintain or improve tilth and fertility.
The native vegetation on this soil is mainly wheat -
grass, sagebrush, and low rabbitbrush, however, all
areas of this soil are now in irrigated crops.
Cottontail rabbit, squirrel, mourning dove, and phriai,-
ant fin habitat on this soil.
Community development and recreation are limited by
slow permeability, high clay content, and shrink -swell
potential. Dwellings and roads can be designed to com-
pensate for the low strength and shrink -swell potential.
Septic tank absorption fields are severely limited by slow
permeability. Community sewage disposal systems will
be needed if population density increases.
This soil is in capability subclasses Ille, irrigated, and
IVc, nonirrigated.
30—Heldt clay loam, 6 to 12 percent slopes. This
deep, well drained, moderately sloping to rolling sod is
on alluvial fans and sides of valleys. Elevation rani
from 5,000 to 6,000 feet. This soil formed in fine textur
alluvium derived from shale and sandstone. The average
annual precipitation is about 14 inches, the average
annual air temperature is about 48 degrees F, and the
average frost -free period is about 120 days.
Typically, the surface layer is grayish brown clay loam
about 8 inches thick. The subsoil is light brownish gray
clay loam about 13 inches thick. The substratum is light
gray clay to a depth of 60 inches.
Included with this soil in mapping are small areas of
Olney, Arvada, and Kim soils that have slopes of 6 to 12
percent. These areas make up about 5 to 10 percent of
the map unit.
Permeability is slow, and available water capacity is
moderate. Effective rooting depth is 60 inches or more.
Surface runoff is medium, and the erosion hazard is
moderate.
This soil is used mainly for irrigated hay (fig. 6) and
grazing. Some small areas are in irrigated crops. Alfalfa.
small grains, and grass or grass -legume mixtures are
grown.
Flooding is suitable for irrigating this soil. The intak,,
rate is slow_ Wide, deep cracks form when the soil dr,
Irrigation and tillage practices should be carefully
planned to overcome soil conditions and to control ero-
sion. Erosion can be controlled by keeping the soil in
hay or pasture for at least three-fourths of the time.
Green manure crops and fertilizer are generally needr
to maintain or improve tilth and fertility.
The native vegetation on this soil is mainly wheat -
grass, sagebrush, and rabbitbrush.
Whore range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
IFLE AREA, COLORADO
• •
TABLE 7--Bl1TLDING SITE DEVELOPMENT --Continued
105
Soil name and ; Shallow : Dwellings
map symbol ; excavations ; without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
2611:
Rock outcrop.
27'.
Halaquepts
28, 29 :Moderate:
Heldt
30
Heldt
31
Heldt
32
Holderness
Variant
33, 34
Ildefonso
35*:
Ildefonso
Lazear
36, 37
Irigul
38':
Irigul
Starman
39
Jerry
40
Kim
41
Kim
42
Lamphier
:Severe: ;Severe:
too clayey. : shrink -swell, : shrink -swell,
: low strength. : low strength.
:
:Severe: :Severe:
: shrink -swell, : shrink -swell,
: low strength. : low strength.
:
: I.
Severe: :Severe: :Severe:
slope, : slope, : slope,
too clayey. : shrink -swell, : shrink -swell,
1 low strength. low strength.
Severe: :Severe: Severe:
slope. : slope, slope,
: shrink -swell, shrink -swell,
: low strength. : low strength.
Severe: :Severe: :Severe:
slope, 1 slope, : slope,
large stones. : large stones. : large stones.
Severe: :Severe: :Severe:
slope, : slope, : slope,
large stones. : large stones. : large stones.
:
Severe: Severe: :Severe:
depth to rock, : depth to rock, : depth to rock,
slope. : slope. : slope.
:
Severe: :Severe: :Severe:
slope, : slope, : slope,
depth to rock. : depth to rock. : depth to rock.
: :
: :
Severe: :Severe: :Severe:
slope, : slope, : slope,
depth to rock. : depth to rock. : depth to rock.
: :
Severe: :Severe: :Severe:
slope, : slope, : slope,
depth to rock. : depth to rock. : depth to rock.
: :
Severe: :Severe: :Severe:
slope. : shrink -swell, : slope,
: slope. : shrink -swell.
: :
: :
Slight :Moderate: :Moderate:
: shrink -swell. : shrink -swell.
: :
Moderate: :Moderate: :Moderate:
slope. : shrink -swell, : shrink -swell,
: slope. : slope.
::ievere: II;ever4":
: slope. : slope.
: :
,Moderate:
too clayey,
slope.
Severe:
: slope.
See footnote at end of table.
s
:Severe:
shrink -swell,
low strength.
:Severe:
: slope,
: shrink -swell,
: low strength.
:Severe:
: slope,
: shrink -swell,
: low strength.
:Severe:
: slope,
: shrink -swell,
: low strength.
:Severe:
: slope,
: large stones.
:Severe:
: slope,
: large stones.
:Severe:
: depth to rock,
: slope.
:Severe:
: slope,
: depth to rock.
:Severe:
: slope,
: depth to rock.
Severe:
slope,
depth to rock.
Severe:
shrink -swell,
slope.
Moderate:
shrink -swell,
slope.
,
:Severe:
: slope.
slope.
Severe:
snrink-swell,
low strength.
:Severe:
shrink -swell,
: low strength.
:Severe:
slope,
: shrink -swell,
: low strength.
:Severe:
slope,
: shrink -swell,
: low strength.
:Severe:
slope,
: large stones.
:Severe:
: slope,
: large stones.
:Severe:
: depth to rock,
: slope.
:Severe:
: slope,
: depth to rock.
:Severe:
slope,
: depth to ri;, k.
:Severe:
: slope,
depth to rock.
Severe:
: shrink -swell,
: slope,
: low strength.
Moderate:
shrink -swell,
low strength.
":Moderate:
slope,
shrink -swell,
low strength.
: slope.
110
TABLE 8. --SANITARY FACILITIES --Continued
.. .r .r -UP i 7-_111. T=1 ti'
SOIL SURVE
Soil name and
map symbol
Septic tank
absorption
fields
Sewage lagoon
areas
Trench
sanitary
landfill
Area
sanitary
landfill
Daily cover
for landfill
24*:
Rock outcrop.
25 :Severe:
Etoe :Severe: ,Severe:
slope, ; slope, ; slope,
I large stones 1 large stones. ; large stones.
26*: I
Farlow :Severe: ;Severe: :Severe:
; slope, I slope, I slope,
I depth to rock. I depth to rock. 1 depth to rock.
Rock outcrop. 1 I I
I
27*. 1 ;
Halaquepts ; : i
I
I
28, 29 :Severe: ;Moderate: ;Severe:
Heldt I peres slowly. I slope. : too clayey.
30 :Severe: :Severe: :Severe:
Heldt I percs slowly. I slope. I too clayey.
31 :Severe:
Heldt :Severe: :Severe:
slope, 1 slope. 1 too clayey.
I percs slowly. .
I ,
32 ;Severe: :Severe: ;Severe:
Holderness Variant I slope, 1 slope. 1 too clayey.
: percs slowly. 1
,
I I '
33 :Severe:
Ildefonso 1 slope, :Severe: ISevere:
P , slope, I large stones,
1 large stones. 1 seepage. 1 seepage.
34 ;Severe: :Severe: :Severe:
Ildefonso I slope, I slope, 1 slope,
I large stones. ; seepage. : large stones,
1
'1 1 seepage.
' , ,
35*: I I
Ildefonso ;Severe: ;Severe: :Severe:
1 slope, , slope, : slope,
; large stones. 1 seepage. : large stones,
; : seepage.
Lazear ;Severe: ;Severe: :Severe:
1 depth to rock, 1 depth to rock, : slope,
I slope. I slope. : depth to rock.
1
I
I
I I
36, 37 ;Severe: :Severe: :Severe:
Irigul ; slope, : slope, ; slope,
1 depth to rock. ; depth to rock. ; depth to rock.
1
I
I,
I ,
18*: 1
1 I
1r1 ul---„----..,.- _ 1::ievmrr:
1::rvrt1 n: : .r Va1'r:
I slope, ; slope, :slope,
I depth to rock. : depth to rock. depth to rock.
1 ,
I ,
; I
Starman :Severe: :Severe: :Severe:
1 slope, : slope, 1 slope,
: depth to rock. 1 depth to rock, : depth to rock.
1 : small stones. :
1
;
See footnote at end of table.
;Severe:
slope.
,Severe:
slope.
:Slight
i
Moderate:
slope.
Severe:
slope.
Severe:
slope.
:Severe:
; slope,
1 seepage.
;Severe:
; slope,
seepage.
1
;Severe:
: slope,
I seepage.
:Poor:
I slope,
large stones.
,Posloprp:
e,
I small stones.
1
i
:Poor:
: too clayey.
1
:Poor:
I too clayey.
:Poor:
I slope,
: too clayey.
:Poor:
I slope,
too clayey.
:Poor:
: slope,
1 large stones.
;Poor:
: slope,
: large stones.
:Poor:
: slope,
large stones.
:Severe: Poor:
1 slope. thin layer,
slope,
I area reclaim.
:Severe: :Poor:
I slope. 1 slope,
I thin layer,
area recta, .
:
1
;1',1.,1':
slope. : slope,
, thin layer,
1 I area reclaim.
;Severe: :Poor:
; slope. I slope,
thin layer,
1 : area reclaim.
1
• •
116
TABLE 9. --CONSTRUCTION MATERIALS --Continued
SOIL SURVEY
Soil name and
map symbol
Roadfill Sand Gravel ; Topsoil
;
24': ;
Dollard ;Poor: ;Unsuited
thin layer, ,
slope, ;
low strength. ;
;
Rock outcrop. 1
;
25 ;Poor: ;Unsuited
Etoe ; slope, ,
; large stones. 1
.
26*: i
Farlow ;Poor: ;Unsuited
1 slope. ;
;
Rock outcrop. . 1
i
27'. ; ;
Halaquepts ; ;
i
28, 29, 30 ;Poor: ;Unsuited
;Unsuited
Heldt ; shrink -swell,
1 low strength.
31 ;Poor: Unsuited:
Heldt ; shrink -swell, ; excess fines.
low strength.
32 ;Poor: Unsuited
Holderness Variant ; low strength,
1 shrink -swell.
;
33 ;Poor: ;Unsuited
Ildefonso ; large stones. 1
;
34 ;Poor: ;Unsuited
Ildefonso 1 slope, ;
1 large stones. 1
35': 1
Ildefonso ;Poor: ;Unsuited
1 slope, ;
1 large stones. ;
Lazear ;Poor: ;Unsuited
; slope, 1
1 thin layer, ;
; area reclaim. ;
36, 37 ;Poor: ;Unsuited
Irigul ' slope, 1
thin layer, I
area reclaim.
38':
Irigul
Starman
;Unsuited:
large stones.
;Unsuited
;Unsuited
;Unsuited:
excess fines.
;Unsuited
:Unsuited
;Unsuited
;Unsuited
;Unsuited
Unsuited
;Poor:
; slope,
; too clayey.
;
;Poor:
slope,
small stones.
;Poor:
slope,
small stones.
;Poor:
I too clayey.
;Poor:
slope,
too clayey.
;Poor:
1 slope.
;Poor:
slope,
large stones.
;Poor:
slope,
large stones.
oor:
; slope,
; large stones.
;Poor:
; slope,
small stones,
; area reclaim.
;Poor:
; slope,
; small stones,
area reclaim.
;Poor: ;Unsuited ;Unsuited ;Poor:
; slope, ; ; ; slope,
thin layer, ; ; I small stones,
; area reclaim. 1 ; ; area reclaim.
;Poor: ;Unsuited: ;Unsuited: ;Poor:
; slope, ; thin layer. I thin layer. ; slope,
1 thin layer, , ; I area reclaim,
; area reclaim. ; . ; small stones.
See footnote at end of table.
RIFLE AREA, COLORADO
137
TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued
1 I 1 Classification ;Frag- ; Percentage passing
I
Soil name and ;Depth; USDA texture ; —r Iments sieve number-- ;Liquid I Pias-!'
map symbol 1 1 Unified I AASHTO : > 3 ; ; ; limit 1 ticit
I I I I :inches: 4 i 10 : 40 : 200 : I index
1 In ; 1
: : 1
I
28, 29, 30, 31 : 0-8 ;Clay loam :CH, CL 195-100195-100;95-100:75-95
Heldt 18-0O:Silty clay, ICH, CL :95-100:95-100:95-100;75-95
I : clay, clay loam:
1
:A-7
:A-7
CLIA -4,
1A-7,
1A-6,
IA -1,
1A-'
1
1
1A-1,
1A-1,
Pct
1 0
1 0
A -6I 0-5
A -6I 0-5
A-7: 0-5
A-2: 5-25
A-2120-70
A-21 5-25
A-2:20-70
A -4I 0-5
A-4:10-20
A-4 1 5-20
5-20
:
1
32
Holderness Variant:l1-30;Ciay
I
1 0-11:Clay loam :CL -ML,
ICL, CH
130-601Clay loam ,CL
I I
: 0-8 :Stony loam ;SM, GM
1 8-60:Very storey loam,ISM, GM
1 ; very gravelly 1
: 1 sandy loam. ;
1 1
1
1 0-8 :Stony loam SM, GM
1 8-601Very stony loam, SM, GM
; 1 very gravelly
: 1 sandy loam.
1
I 0-4 :Gravelly loam ---;ML, GM
4-16:Gravelly loam, IML, GM
: 1 cobbly loam. 1
1 16 :Unweathered 1
I bedrock. 1
1
I I ;
1 0-6 iChannery loam---1GM-GC,
1 I CL -ML
; 6-17:Very channery :GM -GC
: I sandy clay ;
; I loam. 11
1 17 :Unweathered ;
I bedrock. 1
1 ,
I ,
1
I , ,
1 0-6 Channery loam---:GM-GC,
1 1 1 CL -ML
6-17:Yery channery :GM -GC,
1 sandy clay 1 GP -GC
1 loam. 1
17 :Unweathered ,
I bedrock. ;
0-3 iChannery loam---IGM, SM,
1 1 GM -GC,
1 1 GP -GC
3-131Very gravelly IGM
I loam, channery 1
1 loam, very 1
1 channery loam. 1
13 :Unweathered ;
1 bedrock. :
1
0-3 :Loam IML
3-40:Cravelly clay IGC, CL,
1 loam, cobbly 1 CH
1 clay loam, 1
: cobbly clay. ;
00:Gravelly 1,oun, :GC, CI.,
: cobbly uidy. I CL -MI.,
33, 34
Ildefonso
35*:
Ildefonso
Lamar
36, 37
Irigul
38*:
Irigul
Starman
39
Jerry
:40
1
1 1 : GM -GC
1
1 1
:
40, 41 1 0-60:Loam
Kim 1 1 iML
I ,
2 : 0-601Loam IML
Lamphier 1 1 !
I 1 ,
See footnote at end of table.
:A-2,
IA -2
:A-4
IA -2
A-1,
A-1 ,
1 1
1 , I
1 , I
95-100;90-100;70-95 :50-80
95-100;90-100;80-95 :60-85
95-100185-100:65-90 150-75
50-75 45-60 ;30-45
40-75
35-60 25-50
50-75 :45-60 30-45
40-75 35-60 25-50
u -a0
60-95
70-75
20-50
5-20 70-75
5-20 20-50
50-15
55-85
40-65
50-80
60-75 145-65
20-50 115-30
Pct ,
I I
1 : 1 45-55
1 45-55 1
25-35
25-35
1 ,
1
: 20-35 1 5-15
135-b0 ; 15-35
: 30-40 ; 10-:20
20-35 : 20-05 1 OP -5
10-30 ; 20-25 : NP -5
I ,
I ,
; I
I ,
20-35 1 20-25 1 NP -5
10-30 120-25 : NP -5
I ,
1
30-55 i 00-30 1 NP -5
30-70 120-30 1 NP -5
I ;
; 1
35-55 : 20-30 1 5-1
: 20-30
1
1
120-30 I
5-15
60-75 145-65 35-55
20-50 115-30 : 5-15
I ,
1 1
A-21 0-15 60-80 50-75 140-60 30-50
A-21 0-15 35-55 30-50 130-45 120-35
1 1 I
1
1
IA -4
1A-6, A-7:
:A-2,
I A-4,
A-6,
: A-7
1
:A-4
,
:A-4
I 1
1 1
I 1
0 ;80-100:75-100;70-95
5-30 160-90 60-80 45-70
1 ;
11) ;, ill .lila ; (,(1.75 ; 110..711
I ; '
I :
0-5 175-100175-100 60-90
1 1
1
0-10 :80-100175-100 70-95
: : I
55-70
35-70
1(1.. 00
20-30 I
30-40
1
30-40 1
20-35 1 NP -10
, 20-;''
:
5-10
5-10
5-10
5-10
5-10
1 35-60
50-75
50-75 1
20-30.1 NP -5
25-35 1 NP -5
1
• •
142
SOIL SURVEY
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
1 1 1 i I
Soil name and ;Depth;Clay <2mm: Permeability ;Available; Soil ;Salinity; Shrink -swell Organic
map symbol 1 1 1 1 water ;reaction; 1 potential matter
I,
I T ; capac i t.y ! I K T
I- Erosion
1 factors
In I Pct In/hr I 1n/in I 2H ;mmhos/cmT T ;
1 1 ,
; ;
17 1 0-21, 20-27 ; 0.6-2.0 ;0.16-0.1816.6-7.3 1 <2 ;Low ;0.241 5
Cochetopa 121-601 35-50 1 0.06-0.2 ;0.11-0.1416.6-7.8 1 <2 ;High ;0.24;
1
18*, 19*: ; ; ;
Cochetopa 1 0-211 20-27 1 0.6-2.0 ;0.16-0.1816.6-7.3 ; <2 ;Low ;0.24; 5
121-601 35-50 ; 0.06-0.2 ;0.11-0.14;6.6-7.8 ; <2 ;High ;0.24;
I 1 1 1 1
I I
Jerry I 0-3 1 20-25 ; 0.6-2.0 10.16-0.1816.6-7.3 1 <2 ;Low 10.28; 5
13-601 35-50 : 0.06-0.2 ;0.13-0.15;7.4-8.4 I <2 ;High 10.32;
;
1 i
I 1 I I 1
20*. i ; ; 1 1 ; ; ; ;
Cryaquolls ; ; ; : :
1 1
1 ;
21*: 1 ; ;
Cushman ; 0-3 ; 16-20 ; 0.6-2.0 ;0.16-0.20;6.6-7.8 ; <2 ;Low 10.24; 2
3-111 25-35 ; 0.6-2.0 10.14-0.18;7.4-8.4 1 <2 ;Moderate ;0.32;
;11-32; 16-20 ; 0.6-2.0 10.08-0.12;7.4-8.4 ; <2 ;Low ;0.17;
32 1 --- I --- I --- ; --- ; --- ; ; 1
1 I
1 I I I
Lazear1 0-4 ; 15-20 1 0.6-2.0 ;0.08-0.1117.9-9.0 ; <2 ;Low ;0.20; 1
1 4-161 15-20 ; 0.6-2.0 ;0.08-0.11; >7.9 ; <2 ;Low ;0.20;
16 1 ; --- 1 --- ; --- 1 --- 1 ; ;
1 1 1
1 1 1 1 1 ; :
22 1 0-3 ; 15-25 ; 0.6-2.0 ;0.11-0.1316.1-7.3 ; <2 ;Low ;0.24; 3
Dateman 1 3-22; 10-20 1 0.6-2.0 10.08-0.1016.6-7.8 1 <2 ;Low 0.20;
122-341 10-20 ; 0.6-2.0 10.08-0.1016.6-7.3 1 <2 1Low 0.20;
1 34 1 --- ; ------ ; --- ; --- ; ;
1 1 1 1 :
23 ; 0-121 10-20 ; 0.6-2.0 ;0.10-0.1416.6-7.8 1 <2 ;Low
Detra ;12-571 20-35 ; 0.6-2.0 10.14-0.1616.6-8.4 ; <2 ;Moderate
1 57 1 --- ; I , I
1 1
1 1
24*: 1 1 1 1 1 ; 1
Dollard ; 0-5 : 35-45 1 0.06-0.2 10.17-0.1917.4-9.0 1 <2 :High
: 5-251 35-50 1 0.06-0.2 10.13-0.1817.4-9.0 1 <2 :High
1 25 : --- 1 --- : --- : --- 1 --- :
I 1 1
I 1 1 1 1 :
Rock outcrop. 1 1 1 1 1 1 :
. : : : 1 1 1
25 1 0-151 10-23 1 0.6-2.0 10.16-0.1816.1-7.3 1 <2 1Low
Etoe 115-241 10-25 1 0.6-2.0 10.12-0.14;6.1-6.5 1 <2 :Low
124-601 20-25 1 0.6-2.0 10.05-0.11:6.1-7.3 : <2 :Low
I 1 1 1 1 1 ;
26*: 1 1 1 1 1 1 1
Farlow 1 0-101 15-25 1 0.6-2.0 10.12-0.1417.4-7.8 : <2 :Low
110-42 18-27 1 0.6-2.0 :0.05-0.0717.9-8.4 1 <2 :Low
: 42 --- 1 --- 1 --- 1 --- : --- :
1 1
I 1 i 1
Rock outcrop. 1 1 : ; 1 1
I I : 1 : :
27*. 1 1 1 1 ; ;
Halaquepts 1
1 1
1 I
1
28, 29, 30, 31---1 0-8 1 30-45 1 0.06-0.2 10.12-0.1717.4-9.0 1 <8 1High
Heldt 1 8-60; 35-45 1 0.06-0.2 ;0.12-0.17 7.9-9.0 1 <8 ;High
1I 1
1 1 I 1 1 1
32 1 0-111 30-40 1 0.2-0.6 ;0.15-0.19 7.9-8.4 1 <2 ;Moderate
Holderness 111-301 40-60 I 0.06-0.2 ;0.15-0.1917.9-8.4 1 <2 ;High
Variant ;30-601 30-40 1 0.2-0.6 10.15-0.19:7.9-8.4 1 <2 ;High
1 : 1 1 1
1 1 1
33, 34 1 0-8 I 15-25 I 2.0-6.0 10.08-0.10;7.4-8.4 1 <2 :Low
Ildefonso 1 8-60: 15-25 1 2.0-6.0 10.06-0.08:7.9-8.4 1 <4 ;Low
II 1
I I I I I I :
35*: 1 1 : 1 1 1 ;
Ildefonso 1 0-B 1 15-25 1 2.0-6.0 10.08-0.10;7.4-8.4 1 <2 :Low
: 8-601 15-25 1 2.0-6.0 ;0.06-0.08:7.9-8.4 ; <4 ;Low
1 1 ; 1 . 1
I
See footnote at end of table.
0.241 3
0.201
1 1
1 I
10.371 2
10.431
1----:
1
1 :
;
;0.20 5
10.15
10.15
I 1
I 1
I 1
1 1
10.281 3
10.281
1
: 1
1 1
1 I
1 1
;
10.28: 5
10.28:
I :
0.24; 5
0.281
;0.321
I 1
10.151 3
10.151
1 1
1 1
1 '
10.151 3
:0.151
1
Pet
3-6
3-h
3-5
2-3
0.5-1
3-6
3-6
1-2
0.5-1
; 2-5
1-2
2-4
;0.5-1
;
;0..
• •
LE AREA, COLORADO
TABLE 16. --CLASSIFICATION OF THE SOILS
Soil name Family or higher taxonomic class
i
Almy Variant 1 Fine -loamy, mixed Borollic Haplargids
Ansari 1 Loamy, mixed Lithic Haploborolls
Arle 1 Loamy -skeletal, mixed, Aridic Haploborolls
Arvada 1 Fine, montmorillonitic, mesic Ustollic Uatrargids
Ascalon 1 Fine -loamy, mixed, mesic Aridic Argiustolls
Atencio i Fine -loamy over sandy or sandy -skeletal, mixed, mesic Aridic Argiustolls
Azeltine 1 Fine -loamy over sandy or sandy -skeletal, mixed, mesic Torriorthentic Haplust 1is
Begay 1 Coarse -loamy, mixed, mesic Ustollic Camborthids
Bucklon +-1 Loamy, mixed, shallow Typic Cryoborolls
Chilton 1 Loamy -skeletal, mixed (calcareous), mesic Ustic Torriorthents
Cimarron 1 Fine, montmorillonitic Argic Vertic Cryoborolls
Cochetopa 1 Fine, montmorillonitic Argic Pachic Cryoborolls
Cushman 1 Fine -loamy, mixed, mesic Ustollic Haplargids
Dateman ; Loamy -skeletal, mixed Pachic Cryoborolls
Detra 1 Fine -loamy, mixed Pachic Argiborolls
Dollard 1 Fine, montmorillonitic (calcareous), frigid Ustic Torriorthents
Etoe 1 Loamy -skeletal, mixed Typic Paleboralfs
Farlow 1 Loamy -skeletal, mixed Typic Cryoborolls
Heldt 1 Fine, montmorillonitic, mesic Ustertic Camborthids
Holderness Variant 1 Fine, montmorillonitic Aridic Haploborolls
Ildefonso 1 Loamy -skeletal, mixed, mesic Ustollic Calciorthids
Inchau I Fine -loamy, mixed Argic Cryoborolls
Irigul i Loamy -skeletal, mixed Lithic Cryoborolls
Jerry I Fine, montmorillonitic Argic Cryoborolls
Kim 1 Fine -loamy, mixed (calcareous), mesic Ustic Torriorthents
Lamphier 1 Fine -loamy, mixed Pachic Cryoborolls
Lazear 1 Loamy, mixed (calcareous), mesic Lithic Ustic Torriorthents
Limon 1 Fine, montmorillonitic (calcareous), mesic Ustertic Torriorthents
9orval 1 Fine -loamy, mixed Aridic Argiborolls
,Iihill i Loarny-skeletal, mixed (calcareous), mesic Ustic Torriorthents
[lorthwater 1 Loamy -skeletal, mixed Cryic Pachic Paleborolis
Olney 1 Fine -loamy, mixed, mesic Ustollic Haplargids
Parachute I Loarny-skeletal, mixed Typic Cryoborolls
Pena 1 Loamy -skeletal, mixed, mesic Aridic Calciustolls
Potts 1 Fine -loamy, mixed, mesic Ustollic Haplargids
Rhone 1 Fine -loamy, mixed Pachic Cryoborolls
Silas i Fine -loamy, mixed Cumulic Cryoborolls
Starman I Loamy -skeletal, mixed (calcareous) Lithic Cryorthents
Tanna 1 Fine, montmorillonitic Aridic Argiborolls
Tridell i Loamy -skeletal, mixed Aridic Calciborolls
Vale 1 Fine -silty, mixed, mesic Aridic Argiustolls
Villa Grove 1 Fine -loamy, mixed Aridic Argiborolls
Wann 1 Coarse -loamy, mixed, mesic Fluvaquentic Haplustolls
Zoltay 1 Fine, montmorillonitic Pachic Argiborolls
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