HomeMy WebLinkAbout1.0 ApplicationLONG SUBDIVISION
PRELIMINARY PLAN
February 19, 1997
Prepared By:
Schmueser Gordon Meyer, Inc.
118 West 6th Street, Suite 200
Glenwood Springs CO 81601
970-945-1004
96109skc.1
Ske cii Plan
Preliminary Plan
Final Plat
// SUBDIVISION APPLICATION FORM
SUBDIVISION NAME: C. or) /ll��� ��S /0 r)
OWNER: e('/7/� /77 Q oi-71 /l'i%/7 2:0/790
ENGINEER/PLANNER/SURVEYOR: Schmueser Gordon Meyer, Inc.
LOCATION: Section 3 a 5 Township 6 3 Range 9e)6{1
WATER SOURCE: 5J af'-cc L,!/e / /
SEWAGE DISPOSAL METHOD: J f) S
PUBLIC ACCESS VIA:
EXISTING ZONING:
/9./ /, [)
Easements will be created in the roadway and along lot lines
EASEMENTS: Utility as necessary
Ditch There are no existing ditches on the prgnerty
TOTAL DEVELOPMENT AREA:
(1) Residential
Single Famiy
Duplex
Multi -family
Mobile Home
Streets
Number Acres
.'5.7 5
(2) Commercial Floor Area Acres
sq.ft.
(3) Industrial sq.ft.
(4) Public/Quasi-Public
(5) Open Space/Common Area
TOTAL: 35-,65
PARKING SPACES:
Residential N/A
Commercial
Industrial
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'f1cIIVITV MAP
Scale 1 inch equal 2000 feet
TABLE OF CONTENTS
SGM
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
LONG SUBDIVISION
PRELIMINARY PLAN
TABLE OF CONTENTS
Page
INTRODUCTION 1
ACCESS 1
UTILITIES
Domestic & Irrigation Water 2
Wastewater Treatment 3
Electric Service 3
Telephone Service 3
Natural Gas 3
Cable Television Service 3
SOILS 3
DRAINAGE 4
EXHIBITS
Exhibit A -
Exhibit B -
Exhibit C -
Exhibit D -
Exhibit E -
- Well Permit, Water Pump Test, Water Quality Test
- Soils
- Adjoining Owners
- Ownership
- Legal Description
-i-
PRELIMINARY PLAN
SCHMUESER
CORDON MEYER
ENGINEERS
SURIEYYRS
LONG SUBDIVISION
PRELIMINARY PLAN
INTRODUCTION
The proposed Long Subdivision is located in Section 32, Township 6 South, Range 90 West.
It lies approximately seven miles up County Road No. 312 (Garfield Creek Road) from it's
intersection with County Road No. 335 southwest of New Castle.
The property is bordered by Garfield Creek on the North, and County Road No. 312 on the
South. Another small creek, Belodi Creek, runs through the southwest corner of the property
just north of the County Road. The land ranges in elevation from 6925 near the southeast
corner to 6815 near the northwest corner.
Alfalfa fields comprise approximately twenty one acres in the center of the property, and drain
towards the creeks on both sides at grades of six to eight percent. The banks of both creeks
are heavily vegetated with gambel oak and choke cherry, providing excellent natural screening
from adjoining properties.
Two residences and associated outbuildings are currently located on the property, one near
the southwest corner by Belodi Creek and one near the northwest corner by Garfield Creek.
Both are located near the edge of the trees, thus leaving the center of the property open for
haying operations.
This property is currently zoned Agricultural/Residential/Rural Density, a zoning which allows
a minimum lot size of two acres. This proposal would split a parcel of 35.705 acres into three
lots. The existing mobile home on the property would be located on a parcel of 9.549 acres
along the northern side of the property next to Garfield Creek. The existing house would be
located on a parcel of 21.156 acres in the middle and towards the southwest corner of the
property. One additional building site of 5.0 acres would be created next to County Road No.
312 in the southeast corner of the property.
ACCESS
Access to this property is via Garfield County Road 312, Garfield Creek Road, from it's
intersection with Garfield County Road 335 southwest of Apple Tree Mobile Home Park. This
road is a two-lane paved roadway which turns into a gravel road as you near the applicants
property. The Garfield County Road and Bridge department maintains the road to a point just
beyond this property. Garfield Creek Road provides access to a narrow valley where the land
use pattern is primarily agricultural and low density residential. Traffic counts are relatively
low, but increase during hunting season as a number of hunters use the road for access to
the Bureau of Land Management lands located at the edges of the agricultural properties.
Occupants of both of the existing homes on this property have used County Road 312 for a
number of years to travel to and from their homes. It is not expected that the addition of one
building site on this property will significantly impact the traffic patterns on this road.
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UTILITIES
Domestic and Irrigation Water
Domestic water for the two existing residences is currently provided by an existing spring well
located near the house. One and one-quarter inch water lines have been extended from the
well to serve the two existing residences.
This well is approved as an exempt well by Well Permit #168645 which was issued by the
Division of Water Resources on February 24, 1993. The use of ground water from this well
is limited to ordinary household purposes inside three (3) single family dwellings, fire
protection, the watering of poultry, domestic animals and livestock on a farm or ranch, and
the irrigation of not over one (1) acre of home gardens and lawns. The maximum pumping
rate is 15 gallons per minute. Under the terms of the permit, return flow must be returned
to the stream system in which the well is located through the use of individual waste water
disposal systems.
A water quality test was performed by Snowmass Water and Sanitation District on February
13, 1997. The results indicate there is no fecal coliform present. (See test results attached)
A water pumping test was conducted by Mr. William Smith, P.E. on February 1, 1997. The
results of that test are included in the attached "Water Quantity Report" for Long Subdivision.
This report concludes that the well produces water at a sustained rate of seven gallons a
minute or 10,080 gallons per day. While total capacity is adequate to meet the needs of three
houses, a water storage tank will be needed to handle the peak summer time demands when
lawns and gardens are being irrigated.
Water service for the two existing houses is provided via one and one-quarter inch water lines
from the existing well. The well is a spring well consisting of 27 inch concrete pipe sections
down to a depth of 15 feet. The water infiltrates through a gravel bed into the bottom
section of pipe which is perforated. Water is taken directly from the well by a pressure
controlled pump and distributed through an existing one and one-quarter inch pipe to the two
existing residences.
The existing water supply system for this subdivision will be augmented by installing a water
storage tank with a capacity of 10,000 gallons. The existing well pump will fill the tank, and
water service lines to the existing houses will be connected to the tank. A new one and one-
quarter inch water line will be installed to Lot 3, and water will be delivered by means of a 10
to 15 gallon per minute pump installed near the tank which will pump into an in-house
pressure tank.
Fire protection will be provided by means of a dry hydrant installed near the water storage
tank. Don Zordel of the Burning Mountain Fire Protection District specified that the hydrant
have a two and one-half inch thread to meet National Fire standards.
Irrigation water for the property is provided by a water right in the Williams #2 Ditch out of
Garfield Creek. The applicant owns a right of .7452 cfs out of priority No. 172H, and
currently uses this water to irrigate the existing alfalfa fields on the property. It is Mr. Long's
intent to maintain the existing alfalfa fields as they exist on all three lots through a
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maintenance agreement between the owners of all three Tots. The existing irrigation rights
would continue to be used very much as they are today.
WASTEWATER TREATMENT
The two existing residences are served by individual sewage disposal systems which have
been in place since the homes were built. Both systems have been working reliably during
that time.
The soil in the area of the new home site is expected to have a somewhat higher clay content
than the areas where the existing systems are located. Mr. Long believes that percolation
tests
will indicate that an engineered system will be necessary on this site, and is willing to accept
that requirement.
Electric Service
Electric service for this area is currently provided by Holy Cross Electric Association. Two
overhead electric lines are currently located on the property. One crosses the southwest
corner of the property and then runs easterly along the County Road near the southern
boundary. The other is located near the northwest corner of the property and serves the
existing mobile home and adjoining property to the North. Service to the new building site will
be extended from the existing overhead line near the southerly boundary of the property.
Telephone Service
Telephone service for this area is currently provided by U.S. West. Service for the new lot
will be extended from existing lines which are located along the County Road on the south
side of the property.
Natural Gas
Natural gas is not available in this area at this time, and there are no plans for extending
service in the near future. Homeowners in this subdivision can choose to use propane to heat
their homes through individual agreements with the gas company or they can choose to have
all electric service in their homes.
Cable Television Service
TCI Cablevision provides cable service to residents in the New Castle area, but at this time
does not have cable service in this area. The cost of extending cable for the limited residential
use on Garfield Creek would be prohibitive, so it is unlikely that cable television service will
be made available to this subdivision. However, new technology such as Primestar satellite
systems are available at a relatively low cost. This will probably be the option of choice for
this subdivision.
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SOILS
A preliminary geologic and geologic soils investigation has been done by CTL Thompson, Inc.
Consulting Engineers. (See copy of attached report). Their investigation did not identify any
potential geologic conditions that would prevent development of this property.
The USDA Soils mapping indicates that four different soils types can be found on this
property. The large area within the irrigated hayfields consists of Cimarron loam. This soil
formed in alluvium derived from basalt. Typically the surface layer is dark grayish brown loam
for about four inches, with a deeper layer of grayish brown silty clay loam underneath. The
substratum is dark gray silty clay to a depth of 60 inches.
Permeability in this soil is slow and available water capacity is high. Subsurface runoff is
medium, with a moderate erosion hazard. The native vegetation is mainly Idaho fescue,
bromes, wheatgrasses and sagebrush which is used for limited grazing and wildlife habitat.
Development on this soil is limited by the high clay content, slow permeability, and the high
shrink -swell potential. These problems can be overcome, however, through the use of properly
designed foundations and septic absorption field.
Belodi Creek flows through an area of Detra fine sandy loam. This is a deep well drained soil
normally located on mountainsides. The surface is typically brown fine sandy loam about 12
inches thick with an underlying layer of reddish brown sandy clay loam about 21 inches thick.
The substratum is yellowish red sandy clay loam.
Permeability of this soil is moderate and available water capacity is moderate. The soil is used
mainly for grazing and wildlife habitat with a native vegetation consisting of needlegrasses,
fescues and sagebrush.
Development on this soil is limited by slope, low strength and depth to bedrock, all of which
can be overcome by proper design techniques.
A small portion of the property south of Garfield Creek Road is located in an area of Jerry
loam. This soil is formed in alluvium derived from sandstone, shale and basalt. It is typically
dark grayish brown on the surface with a yellowish brown and light brown cobbly clay loam
about 37 inches thick underneath. The substratum is light brown cobbly clay to a depth of
60 inches.
Permeability is slow, and available water capacity is high. Surface runoff is slow, and erosion
hazard is moderate. The native vegetation consists mainly of Gambel Oak, bromes, and elk
sedge. It provides habitat for deer, elk, blue grouse, gray squirrel and wild turkeys.
Development is limited by high shrink -swell potential, steep slopes, and low strength. Building
sites and roads must be provided with good drainage as this soil slumps when saturated or
deeply cut.
Nihil) channery loam lies in the area around Garfield Creek. This soil is gently sloping on
alluvial fans and the sides of valleys. It formed in alluvium derived from Green River shale and
sandstone. Typically the surface layer is light grey and very pale brown channery loam about
14 inches thick, and the lower part is very pale brown extremely channery sandy loam and
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extremely channery loam to a depth of 60 inches.
Permeability if moderately rapid, and available water capacity is low. The native vegetation
on this soil is mainly wheatgrass, needleandthread and sagebrush. Mule deer, cottontail
rabbit, chukar, and squirrel find habitat on this soil.
This soil has few limitations for community development.
DRAINAGE
In this phase of proposed development there is very little to consider as far as drainage is
concerned. This is due in part, to the size of the basin area effected by development.
This property is bordered on the north by Garfield Creek. Another small stream, Belodi Creek,
runs through the southwesterly corner of the property. Both streams run from south to north,
and continue in a northwesterly direction to their confluence approximately one-quarter mile
northwest of this property. A large ridge located southeast of this property directs the
drainage towards these two drainages on either side. Storm water which reaches the property
will flow in a northwesterly direction across the gently sloping hayfields towards the
confluence of the two creeks beyond the northwest corner of this property. The development
in this property that will be effecting the drainage will be the proposed driveway. Since all the
major runoff from the southeast is directed along County Road 312 roadside ditch. Only Basin
A as shown in the drainage plan is effected by the proposed driveway. Taking into account
the size of Basin A a negligible amount of runoff is produced. Therefore, a standard minimum
ditch and culvert size of 12 inches was used for safety purposes.
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EXHIBIT A
SCM
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
William V. Smith P.E.
4675 Co. Rd. 311
New Castle, Co. 81647
February 5, 1997
WATER QUANTITY REPORT
for
The Long Subdivision
This report is being prepared at the request of Bernard Long, the
owner and developer of the Long Subdivision. The purpose of this
report is to verify the quantity of water presently available on
the subject property. The engineering tests done in support of
this report verifies that with adequate storage there is more
that sufficient water to support the three single family resi-
dences being proposed for the Long Subdivision.
DISCUSSION: The subject property presently has two developed
sources of water. First it has an irrigation
right from Garfield Creek which is used to irri-
gate all suitable land on the property. Following
the subdivision of this parcel this right will
continue to exist and will be used by all three
parcels as appropriate. The irrigation right will
not be discussed farther in this report. The
second source of water is the domestic well locat-
ed approximately 50 feet south of Mr. Long's resi-
dence, in the southwesterly part of the property.
This well has been in use for several years pro-
viding water to both of the existing residences
without notable problems.
The domestic well was authorized by the state on
February 24, 1993 by well permit #168645. The
permit allows for a maximum flow of 15 gallons per
minute(gpm) which may be used as domestic water
and irrigation, up to one acre. Most importantly,
the permit allows for this well to be used by up
to three single family residences, which is the
number proposed for development in the Long Subdi-
vision
The existing well consists of 27 inch concrete
pipe sections down to a depth of 15 feet. The
water infiltrates in to the well through a natural
gravel filter in the bottom and through perfora-
tions in the bottom section of the pipe. The water
stands to a depth of 6 to 8 feet. The top is
properly covered to prevent pollution from runoff
or other sources. Water is currently taken di-
rectly from the well by a pressure controlled
pump, and distributed to the two residences
through an existing one and one quarter inch pipe.
TEST/RESULTS: The water quantity test was conducted under my
direct supervision on February 1, 1997. Histori-
cally this is the time of the year when the water
table is the lowest and will produce the least
flow. The test was conducted in the following man-
ner:
ANALYSIS:
A standard garden hose was attached to the
existing system immediately downstream from
the pressure tank. This resulted in minor,
and insignificant, flow variations resulting
from the pressure switch controlling flow.
The flow was then turned on to the maximum to
allow the water level in the well to drop
approximately 6 inches. At that point the
flow was regulated to the point that there
was neither rise nor fall in the water level
of the well, i.e. the point where the well
was producing the same flow as was being
taken from it. The flow rate was then mea-
sured, and the quantity test started. Over a
period of the next four hours the flow rate
was measured every one half hour and the
steady water level in the well was verified
each time
THE WELL PRODUCED 7.0 GALLONS PER MINUTE
The normal single family residence will have an
average usage of approximately 300 gallons of
water per day, not including irrigation. With
three residences being proposed for this subdivi-
sion it can be anticipated that approximately 900
gallons of water will be used per day. Again not
counting irrigation of lawns etc.. While the ma-
jority of the property of all three parcels will
be irrigated from the irrigation right it can be
assumed that each home will have a lawn area that
will require sprinkling. Therefore, some storage
will be required for this water system. A stan-
dard 5/8" garden hose will flow approximately 10
gpm. Assuming each residence will want to sprin-
kle for approximately three hours on a three day
cycle it can be anticipated that during the summer
months the system will need to provide approxi-
mately 1800 gallons per day for this use. This
makes a total daily requirement during the summer
months of 2700 gallons per day. At an inflow rate
of 7 gpm the well will produce 10080 gallons per
day which is more that sufficient.
There will be times when all residences are using
water at the same time. In this case a maximum
outflow rate of approximately 30 gpm could be
anticipated. With a inflow rate of 7 gpm the net
usage rate in this case would be 23 gpm. For this
reason it is recommended that Mr. Long construct a
underground concrete storage tank with a capacity
of 10,000 gallons. This would provide for over 7
hours of continuous maximum usage by all three
residences, which is certainly more than suffi-
cient. This proposed storage tank would also
provide the additional benefit of a large water
reserve available in case of fire that could be
accessed faster and more efficiently that the
existing creeks through the property.
CONCLUSION: With the proper storage the existing domestic
well, with an inflow rate of 7 gallons per minute,
is more that sufficient to support the three sin-
gle family residences being proposed for the Long
Subdivision.
V. Sm th P.E.
P.E. #10341, CO
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EXHIBIT B
ENGINEERS
SURVEYORS
SGA
SCHMUESER
GORDON MEYER
January 9, 1997
Schmueser Gordon Meyer, Inc.
118 West 6th Str., Suite #200
Glenwood Springs, CO 81601
Attention: Ms. Debbie Duley
Subject: Preliminary Geologic and
Geologic Hazard Evaluation
Long Subdivision
Garfield County, Colorado
Job No. GS -2052
Gentlemen:
As requested, we have performed a preliminary geologic and geologic hazard
evaluation for the Long Subdivision in Garfield County, Colorado. We discussed the
project with Ms. Debbie Duley of Schmueser Gordon Meyer, Inc. to determine the
scope of our evaluation. We were told that mapping based on USDA Soils
Conservation Service Soils Survey soil types was prepared by others. This letter
provides a general site description, and presents the results of our preliminary
geologic and geologic hazards evaluation of the subject site. Our evaluation is
based on a review of available published geologic mapping, our site observations
and experience. The following paragraphs discuss existing site conditions, site
geology, potential geologic hazards and our opinions concerning their possible
influence on the development. Our evaluation did not identify any geologic
conditions or potential geologic hazards that would prevent development of the site
for it's intended use as single family residential.
The Long Subdivision is an approximately 37.5 acre parcel located at the
confluence of Garfield Creek and Belodi Creek in Garfield County, Colorado.
Garfield Creek is along the north property boundary. Belodi Creek flows down to
the northwest through the southwest part of the property. Land that has not been
built on is to the east, west and south. An existing single family residence with
several out buildings are at the southwest part of the parcel. An existing mobile
home with several out buildings are at the north central part of the parcel. The
parcel has been used for irrigated pasture and hay. Several irrigation ditches cross
the site. Ground surfaces slope down to the northwest at grades measured and
visually estimated at 2 to 8 percent. Approximately 1 to 2 feet of snow covered the
site during our site visit. Vegetation consists of trees, scrub oak and brush along
Garfield Creek and at the southwest part of the property. Open areas are likely
vegetated with pasture grasses and weeds.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE • GLENWOOD SPRINGS. COLORADO 81601 • (970) 945-2809
L
The site is located south and west of the Grand Hogback on the edge of the
Colorado Plateau Province west of the Rocky Mountain Province. Published
geologic mapping (Geologic Map and Cross Sections of the Carbondale 30' x 60'
Quadrangle, West -Central Colorado by Ellis and Freeman, dated 1984) indicates the
parcel is covered by surficial deposits of Quaternary aged gravels underlain by the
Tertiary Wasatch aged Formation. The Quaternary aged gravels consist of glacial
deposits of gravel, sand and silt in the form of terraces and pediments. The
Wasatch Formation consists of interbedded claystone, siltstone and sandstone.
USDA Soils Conservation Service mapping indicates that surficial soils at the site
are expansive clays. Several test pits would be needed to determine which mapping
is correct.
We did not observe any potential geologic hazards such as rockfall,
landslides, potentially unstable slopes, sinkholes or debris/mud flow hazards at the
subject site. Groundwater conditions cannot be determined without performing a
geotechnical investigation which is not part of the scope of this evaluation. We do
not anticipate that groundwater conditions will adversely effect basement
construction or infiltration sewage disposal systems (ISDS) at this site. We believe
excavation to install utilities and foundations can be accomplished with heavy
equipment and construction practices considered to be normal for this area at this
time. Detailed, site specific geotechnical investigations will be needed to develop
design level foundation recommendations. Percolation testing will be needed to
determine a design percolation rate for ISDS and judge if an "engineered system"
will be needed or if a "standard" percolation field would be appropriate.
We appreciate the opportunity to work with you on this project. If you have
questions or would like us to prepare a proposal for a soils and foundation
investigation and/or percolation testing, please call at your convenience.
Very truly yours,
CTL/THOMPSON, INC.
Wilson L. "Liv" Bowden
Professional Geologist
LB:JM:Ip
(3 copies sent)
SCHMUESER GORDON MEYER, INC.
CTUr GS -2052
Reviewe
n Mechling, P.E.
ranch Manager
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16—Cimarron loam, 2 to 12 percent slopes. This
Ideep, well drained, nearly level to undulating soil is in
narrow mountain valleys and drainageways. Elevation
ranges from 7,500 to 9,000 feet. This soil formed in
Ialluvium derived from basalt. The average annual precipi-
tation is about 18 inches, the average annual air tem-
perature is 39 degrees F, and the frost -free period is Tess
than 75 days.
ITypically, the surface layer is dark grayish brown foam
about 4 inches thick. The subsoil is grayish brown silty
clay loam and silty clay about 29 inches thick. The sub-
stratum is dark gray silty clay to a depth of 60 inches.
IIncluded with this soil in mapping are small areas of
Cochetopa and Jerry soils on small hilly undulations
within the drainageways. Slopes are more than 12 per-
tcent. These areas make up 5 to 10 percent of the map
unit.
Permeability is slow, and available water capacity is
high. Effective rooting depth is about 60 inches or more.
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Primary roots that reach below a depth of 16 inches
follow cracks in the soil. Surface runoff is medium, and
the erosion hazard is moderate.
This soil is used mainly for limited grazing and wildlife
Ihabitat.
The native vegetation on this soil is mainly Idaho
fescue, bromes, wheatgrasses, and sagebrush.
IWhen range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Reducing
brush improves the range. Properly managing grazing
Imaintains and improves range condition. Seeding im-
proves range in poor condition. Preparing a seedbed and
drilling the seed are good practices. Mountain or smooth
Ibrome, intermediate wheatgrass, and pubescent wheat -
grass are suitable for seeding.
Elk, deer, black bear, and grouse find habitat on this
soil.
IUse of this soil for community development, for sani-
tary facilities, and as a source of construction material is
limited by the high clay content, which causes a high
Ishrink -swell potential, slow permeability, and low
strength. Special designs for foundations and septic tank
absorption fields overcome these problems.
This soil is in capability subclass VI e, nonirrigated.
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23—Detra fine sandy loam, 12 to 25 percent
slopes. This deep, well drained, strongly sloping to mod-
erately steep soil is on mountainsides. Elevation ranges
from 6,500 to 8,000 feet. This soil formed in residuum
from red -bed shale and sandstone. The average annual
precipitation is about 16 inches, the average annual air
temperature is about 44 degrees F, and the frost -free
period is about 85 days.
Typically, the surface layer is brown fine sandy loam
about 12 inches thick. The subsoil is reddish brown
sandy clay loam about 21 inches thick. The substratum
is yellowish red sandy clay loam. Weathered red sand-
stone and shale is at a depth of 57 inches.
Included with this soil in mapping are small areas of
Morval, Ansari, and Arte soils on the steeper parts of the
landscape. They make up about 5 to 15 percent of the
map unit.
Permeability is moderate, and available water capacity
is moderate. Effective rooting depth is 40 to 60 inches.
Surface runoff is slow, and the erosion hazard is slight.
This soil is used mainly for grazing and wildlife habitat.
The native vegetation on this soil is mainly needle -
grasses, fescues, and sagebrush.
When range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush improves the range. Seeding im-
proves range in poor condition if slope is not so steep
that drilling is impossible. Preparing a seedbed and drill-
ing the seed are good practices. Mountain or smooth
brome, intermediate wheatgrass, and pubescent wheat -
grass are suitable for seeding.
Elk, deer, and grouse find habitat on this soil.
Use of this soil for community development, for sani-
tary facilities, and as a source of construction material is
limited by slope, low strength, and depth to bedrock.
Special design and engineering practices overcome
many of these limitations.
This soil is in capability subclass Vle, nonirrigated.
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39—Jerry loam, 12 to 50 percent slopes. This deep,
well drained, strongly sloping to steep soil is on moun-
tainsides. Elevation ranges from 7,000 to 9,500 feet. This
soil formed in alluvium derived from sandstone, shale,
and basalt. The average annual precipitation is about 20
inches, the average annual air temperature is about 41
degrees F, and the average frost -free period is Tess than
75 days.
Typically, the surface layer is dark grayish brown loam
about 3 inches thick. The subsoil is yellowish brown and
Tight brown cobbly clay loam about 37 inches thick. The
substratum is light brown cobbly clay to a depth of 60
inches.
Included with this soil in mapping are small areas of
Tanna and Dollard soils at lower elevations. These areas
make up 5 to 10 percent of the map unit.
Permeability is slow, and available water capacity is
high. Effective rooting depth is 60 inches or more. Sur-
face runoff is slow, and the erosion hazard is moderate.
This soil is used mainly for limited grazing and wildlife
habitat.
The native vegetation on this soil is mainly Gambel
oak, bromes, and elk sedge.
When range is in poor condition, Kentucky bluegrass,
undesirable weeds, and annual plants are numerous.
Properly managing grazing maintains and improves
range condition.
Mule deer, elk, blue grouse, gray squirrel, and wild
turkey find habitat on these soils.
Community development is limited by high shrink -swell
potential, steep slopes, and low strength. Building sites
and roads need good drainage. This soil slumps when
saturated or if cut deep.
This soil is in capability subclass Vile, nonirrigated.
46—Nihill channery loam, 1 to 6 percent slopes.
This deep, well drained, nearly level to gently sloping soil
is on alluvial fans and sides of valleys. Elevation ranges
from 5,000 to 6,500 feet. The soil formed in alluvium
derived from Green River shale and sandstone. The
average annual precipitation is about 13 inches, the
average annual air temperature is about 48 degrees F,
and the average frost -free period is about 125 days.
Typically, the surface layer is Tight gray and very pale
brown channery loam about 11 inches thick. The upper
part of the underlying material is very pale brown very
channery loam about 14 inches thick, and the lower part
is very pale brown extremely channery sandy loam and
extremely channery loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Arvada and Ildefonso soils. The Arvada soils are nearly
level, and Ildefonso soils are steeper. These areas make
up 10 to 15 percent of the map unit.
Permeability is moderately rapid, and available water
capacity is low. Effective rooting depth is 60 inches.
Surface runoff is slow, and the erosion hazard is moder-
ate.
This soil is used mainly for grazing and wildlife habitat.
Some small areas are in irrigated hay and pasture.
This soil is usually irrigated by flooding. Sprinklers are
also suitable. Since this soil is droughty, frequent irriga-
tion is needed to grow hay or pasture. Drop structures in
irrigation ditches prevent ditch erosion. Keeping the irri-
gation run short prevents too deep percolation.
The native vegetation on this soil is mainly wheat -
grass, needleandthread, and sagebrush.
When range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush improves the range. Seeding im-
proves range in poor condition. Crested wheatgrass,
western wheatgrass, and Russian wildrye are suitable for
seeding. Preparing a seedbed and drilling the seed are
good practices.
Mule deer, cottontail rabbit, chukar, and squirrel find
habitat on this soil.
This soil has few limitations for community develop-
ment. Community sewage facilities will be needed if pop-
ulation density increases.
This soil is in capability subclasses IVe, irrigated, and
Vle, nonirrigated.
1
1
RIFLE AREA, COLORADO
TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued
Soil name and
map symbol
Range site name
1 17 :Brushy Loam
Cochetopa
;
;
18*,11 19*:
Cochetopa
:Brushy Loam
:
1 '
1
Jerry ;Brushy Loam
1
1 22 :Brushy Loam
Dateman
1 :
I
11 �3 :Mountain Loam
Detra ,
,
:
99
: Total production 1-
,
: 1 ; Characteristic vegetation Compo -
;Kind of year 1 Dry : sition
1 ;weight :
:Lb/acre; 1 Pct
: : I ,
:Favorable 1 3,000 :Gambel oak : 20
:Normal 1 2,000 ;Mountain brome 1 20
;Unfavorable 1 1,500 ;Utah serviceberry 110
I : 1Elk sedge : 10
: :
;Bearded wheatgrass : 5
: : ;Columbia needlegrass I 5
: 1 :Mountain snowberry 1 5
:
1 :
:
' ' f: 20
;Favorable ; 3,000 ;Gambel oak
:Normal ; 2,000 ;Mountain brome : 20
:Unfavorable : 1,500 ;Utah serviceberry 1 10
1 10
1 : ;Elk sedge 5
I 1 :Bearded wheatgrass
: ;Columbia needlegrass : 5
I : ;Mountain snowberry
' 5
:Favorable 1 3,000 ;Gambel oak : 20
:Normal : 2,000 ;Mountain brome 1 10
:Unfavorable : 1,500 ;Elk sedge 1 10
1 ;Utah serviceberrY 1 10
1 :Slender wheatgrass
5
1 1 :Western wheatgrass 1 5
: :Mountain snowberry 1 15
; :Big sagebrush 1
:Favorable : 3,000 ;Utah serviceberry 1 20
;Normal 1 2,000 :Mountain brome : 20
;Unfavorable 1 1,500 :Gambel oak 1 10
1 : ;Elk sedge 1 10
: : :Bluegrass
: 10
1 1 :Mountain snowberry 1 5
: I '
(Favorable 1 1,800 INeedleandthread 1 20: 10
;Normal 1 1,500 ;Mountain brome 1 10
:Unfavorable : 1,300 :Big sagebrush
1 1 :Western wheatgrass 1 5
1 1 :Antelope bitterbrush 1 5
I
24*:
Dollard :Mountain Shale
f
,
,
Rock outcrop. 1
I
26*. '
Farlow :Shallow Subalpine
:
:
:
i
II Rock outcrop.
28, 29, 30, 31 :Clayey Foothills
' Heldt
1
See footnote at end of table.
1
;Favorable :
:Normal
:Unfavorable 1
; 1
:Favorable 1
:Normal ,
:Unfavorable
1
:Favorable
:Normal
:Unfavorable
1,000 :Western wheatgrass
600 :Muttongrass
300 :Big sagebrush
:Utah serviceberrY
1,500
1 ,000
775
:Arizona fescue
;True mountainmahogany
1 30
: 10
1 10
1 10
5
1 5
Columbia needlegrass : 15
Letterman needlegrass 1 10
Idaho fescue , 10
1 10
10
: 10
10
1 5
45
1 15
1 5
5
5
1 5
5
5
:Mountain brome
:Slender wheatgrass
:Utah serviceberrY
;Big sagebrush
:Western wheatgrass
1,200 ;Western wheatgrass
900 ;Big sagebrush
600 :Green needlegrass
1Squirreltail
:Winterfat
;Prairie junegrass
;Low rabbitbrush
:Sandberg bluegrass
100
TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES --Continued
SOIL SURVEY
Total production : '
Soil name and Range site name 1 : : Characteristic vegetation :Compo -
map symbol Kind of year : Dry : ;sition
;weight ; '
1Lb/acre; , Pct
i : :
32 ;Deep Clay Loam :Favorable 1 2,500 :Western wheatgrass : 25
Holderness Variant;;Normal : 2,000 ;Letterman needlegrass i ;0
: ;Unfavorable : 1,500 ;Muttongrass I
, : :Slender wheatgrass 1 10
;Prairie junegrass
8
1 '
, ; 1 ;Big sagebrush 5
i
1 :Utah serviceberry 5
i
i 1 '
36 :Loamy Slopes :Favorable ; 1,200 :Western wheatgrass 1 10
Irigul ; ;Normal ; 900 :Bluebunch wheatgrass : 10
: :Unfavorable 500 :Mutton bluegrass 1 10
;Prairie junegrass
' 10
' 10
1 :Utah serviceberry :
1 ,Antelope bitterbrush 1 10
1 :Threetip sagebrush 10
, 1
1
38*: '
Irigul :Loamy Slopes :Favorable : 1,200 :Western wheatgrass 1 10
;Normal ' 900 ;Bluebunch wheatgrass : 10
: :Unfavorable 1 500 ;Mutton bluegrass 1 10
:Prairie junegrass ' 10
; '
1 :Utah serviceberry ; 10
1 ;Antelope bitterbrush 1 10
, ; ;Threetip sagebrush
10
: • ; 4 i
Starman ;Dry Exposure :Favorable , 600 ;Beardless wheatgrass 1 20
:Normal 500 :Needleandthread 15
:Unfavorable ; 300 ;Indian ricegrass 1 10
•
I ; :Colorado buckwheat 1 5
1 1 :Stemless goldenweed ;
1 :Low rabbitbrush . 5
39 ;Brushy Loam :Favorable 1 3,000 ,Gambel oak 1 20
Jerry 1
;Normal
, : 2,000 :Sedge 1 10
10
,Unfavorable 1 1,500 :Big sagebrush 110
:Utah serviceberry
1 ; :Nodding bromegrass 1 5
:Big bluegrass
1 5
, ,Slender wheatgrass 1 5
, :Western wheatgrass : 5
1 :Common snowberry
1 5
40, 41 :Rolling Loam :Favorable :
Kim 1 :Normal :
:Unfavorable :
: :
:
i 1 :
:
: ' '
43 :Clayey Foothills :Favorable 1
Limon 1 :Normal 1
:Unfavorable :
4 1 :
1 1
44 :Deep Loam ;Favorable 1
Morval 1 :Normal 1
Unfavorable
1
'
I
See footnote at end of table.
1,000 :Indian ricegrass
800
500
:Bluebunch wheatgrass
:Prairie junegrass
:Muttongrass
:Western wheatgrass
:Big sagebrush 1
:Needleandthread 1 5
:Low rabbitbrush 1 5
:
1,200 :Western wheatgrass 1 45
900 :Big sagebrush 1 20
600 :Low rabbitbrush 1 5
:Muttongrass ' 5
1Bottlebrush squirreltail 1 5
:
1,800 :Western wheatgrass 1 20
1,500 :Needleandthread 1 15
700 :Big sagebrush 1 10
: :Bluebunch wheatgrass 11
0
: :Utah serviceberry 1 5
i
15
15
10
10
10
10
1
1
1
1
RIFLE AREA, COLORADO
TABLE 6. --RANGELAND PRODUCTIVITY AND CHARACTERISTIC
PLANT COMMUNITIES --Continued
101
Soil name and
map symbol
Range site name
: Total production ,
: Characteristic vegetation
:Kind of year : Dry :
1 :weight :
:Lb/acre,
:
45*:
Morval
146, 47
Nihill
Deep Loam
Rolling Loam
:Favorable
Normal
Unfavorable
Favorable
Normal
Unfavorable
:
:Compo-
:sition
Pct
:
1,800 :Western wheatgrass : 20
1,500 :Needleandthread : 15
700 :Big sagebrush : 10
:Bluebunch wheatgrass 1100
:Utah serviceberry
1,000 :Western wheatgrass : 20
X800 :Bluebunch wheatgrass : 1515
500 :Big sagebrush
:Needleandthread : 10
:Indian ricegrass : 10
:Low rabbitbrush 5
49, 50, 51 Rolling Loam
Olney
52 :Brushy Loam
Parachute
53*:
Parachute Mountain Loam
Rhone Mountain Loam
54, 55, 56 Rolling Loam
Potts
57*, 58*, 59*:
Potts
Rolling Loam
:Favorable
:Normal
:Unfavorable
:Favorable
:Normal
:Unfavorable
See footnote at end of table.
:Favorable
:Normal
:Unfavorable
:Favorable
:Normal
:Unfavorable
:Favorable
:Normal
,Unfavorable
:Favorable
:Normal
:Unfavorable
1,000 :Western wheatgrass
800
500 :Big sagebrush
:Needleandthread
:Indian ricegrass
:Rabbitbrush
:Bluebunch wheatgrass
3,000 :Utah serviceberry
2,000 :Gambel oak
1,500 :Elk sedge
:Mountain brome
:Columbia needlegrass
:Letterman needlegrass
:Idaho fescue
:Mountain snowberry
:Big sagebrush
1,800 :Letterman needlegrass
1,500 :Columbia needlegrass
1,200 :Elk sedge
Big sagebrush
Idaho fescue
Bluebunch wheatgrass
:Big bluegrass
:Utah serviceberry
:Mountain snowberry
:Douglas rabbitbrush
1,800 :Letterman needlegrass
1,500 :Columbia needlegrass
1,200 :Big sagebrush
:Elk sedge
:Bluebunch wheatgrass
:Idaho fescue
1,000
800
500
1,000
800
500
:Big bluegrass
:Utah serviceberry
:Mountain snowberry
:Douglas rabbitbrush
:Western wheatgrass
1Needleandthread
:Bluebunch wheatgrass
:Big sagebrush
:Indian ricegrass
:Low rabbitbrush
:Squirreltail
: 20
: 15
1 15
: 10
: 10
5
1 15
15
1 10
: 10
: 5
5
: 5
5
: 5
: 15
: 10
: 10
: 10
5
1 5
5
:Western wheatgrass
:Needleandthread
:Bluebunch wheatgrass
:Big sagebrush
:Indian ricegrass
:Low rabbitbrush
:Squirreltail
: 5
5
5
:
:
5
1 5
1 25
15
1 15
1 10
1 10
1 5
1 5
1 25
1 15
1 10
: 10
1 10
5
15
10
10
10
5
5
5
5
1 5
104
1
1
Soil name and
TABLE 7. --BUILDING SITE DEVELOPMENT --Continued
Shallow
map symbol excavations
12*:
Inchau
113
Chilton
' 14
Chilton
15
Chilton
I16
C imarO
n
;Severe:
slope.
Slight
Dwellings
without
basements
Dwellings ; Small
with ; commercial
basements : buildin:s
, ;Severe: :Severe:
Ss. : slope. 1 slope.
slope. opI
:Slight :Slight :Moderate:
: slope.
: '
, :
Moderate: ;Moderate: :Moderate:
slope. : slope. : slope.
:
:Severe: :Severe:
: slope. : slope.
:Severe: :Severe:
: shrink -swell, : shrink -swell,
: low strength. : low strength.
Severe: :Severe:
;Severe: :Severe: shrink -swell, : shrink -swell,
shrink -swell, ; shrink -swell, :
: slope, ; slope, ; slope, ; slope,
low strength.
low strength. ; low strength. : low strength. :
;
: :
' :Severe: :Severe: :Severe:
:Severe: shrink -swell,
shrink -swell, ; shrink -swell, ; shrink -swell, ;
slope, : slope,
: slope, : slope,
low strength. ; low strength. , low strength. ; low strength.
:,Severe: ISevere:
:Severe: ;Severe: slope,
: slope, : slope, : slope, ; shopeswell,
: shrink -swell, : shrink -swell, , shrink -swell, low shrink
-swell,
: low strength. : low strength. : low strength.
:
, : ,
,
:
, :Severe:
;Severe: I slope.
I slope. 1 slope.
'
,
e .
; slope, ' rock,
: depth to rock. .
, :
e: -, e
slope,
depth to rock.
:
re: e
: slope. : slope.
;Severe:
: slope.
;Moderate:
: too clayey.
I
17 :Severe:
Cochetopa : slope.
:
:
I
Cochetopa :Severe:
slope.
II Jerry :Severe:
: slope.
,
II ,
,
201. '
Cryaquolls '
21*: � j$e ISevere:
S ere ;Severe ; slope.
11 Cushman :Severe:
: slope, '
: cutbanks cave. '
;S vere• Severe: :Severe:
:Severe: Severe 1 evere to rock,
Lazear depth to rock, depth to slope,
I
k slope depth to rock. slope.
: slope. '
: S vere Severe: :Severe:
22 :Severe: Sever slope. : slope.
: slope, slope ' :
Dateman :
II : depth to rock.
: $ vere• Severe: :Severe:
:Severe: ,Sees slope. : slope.
23 ; slope.
Detra
Severe: :Severe:
2 : :Severe: : slope,
Do
Dollard :Severe: :Severe:
; slope, slope,
: slope. : slope, : shrink -swell,
1 shrink -swell, , shrink -swell, shrink -swell, low strength.
II , : low strength. 1 depth to rock. i low strength.
: :
Rock outcrop. ' ;
,Severe: :Severe:
:Severe: Severe: 1 slope,
25 :Severe: slope, 1 slope, slope, stones.
II Etoe 1 slope, large stones. large
1 large stones. : large stones. : large stones.
:Severe:
2F {Severe: :Severe: 1 slope.
Farlow :Severe: :Severe: : slope.
1 slope. slope.
: slope.:
1
See footnote at end of table.
SOIL SURVEY
Local roads
and streets
:Severe:
; slope.
:Slight.
;Severe: ;Moderate:
1 slope. : slope.
:Severe: ;Severe:
: slope. : slope.
:Severe: :Severe:
: shrink -swell, : shrink -swell,
: low strength. I low strength.
1
RIFLE AREA, COLORADO
TABLE 7. --BUILDING SITE DEVELOPMENT --Continued
105
Soil name and ;
map symbol
Shallow
excavations
Dwellings
without
basements
11[0:
Rock outcrop.
-7t
Halaquepts
29
Heldt
Io
Heldt
I/I
Heldt
12
Holderness
Variant
13, 34
Ildefonso
1115*:
Ildefonso
Itazear
j�, 37
Ilirigul
3*:
irigul
,3tarman
Jerry
1
Cim
lim
:Moderate:
: too clayey.
;Moderate:
: too clayey,
: slope.
:Severe:
slope,
: too clayey.
:Severe:
: slope.
1
:
: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,
1 depth to rock.
:Severe:
slope.
;Severe:
1 shrink -swell,
I low strength.
:Severe:
1 shrink -swell,
1 low strength.
;Severe:
1 slope,
1 shrink -swell,
1 low strength.
/
:Severe:
1 slope,
shrink -swell,
: low strength.
;Severe:
1 slope,
: large stones.
:Severe:
1 slope,
: large stones.
;
;Severe:
1 depth to rock,
1 slope.
:Severe:
1 slope,
1 depth to rock.
:
:Severe:
1 slope,
: depth to rock.
:Severe:
: slope,
1 depth to rock.
:Severe:
1 shrink -swell,
1 slope.
,
:
1
;Severe:
: shrink -swell,
1 low strength.
:Severe:
: shrink -swell,
1 low strength.
:Severe:
slope,
: shrink -swell,
1 low strength.
:Severe:
: slope,
; shrink -swell,
: low strength.
Dwellings
with
basements
Small
commercial
buildings
;Severe:
1 slope,
: large stones.
:Severe:
1 slope,
: large stones.
;Severe:
: depth to rock,
: slope.
:Severe:
: slope,
: depth to rock.
:Severe:
: slope,
: depth to rock.
1
:Severe:
: slope,
1 depth to rock.
:Severe:
1 slope,
: shrink -swell.
Severe:
shrink -swell,
low strength.
Severe:
slope,
shrink -swell,
; low strength.
:Severe:
1 slope,
1 shrink -swell,
low strength.
:
:Severe:
1 slope,
shrink -swell,
low strength.
Severe:
1 slope,
: large stones.
:
1
:Severe:
1 slope,
large stones.
;Severe:
: depth to rock,
: slope.
;Severe:
: slope,
: depth to rock.
:Severe:
1 slope,
depth to rock.
Severe:
slope,
depth to rock.
Severe:
shrink -swell,
slope.
;
:
1
1
1
1
;Severe:
; shrink -swell,
low strength.
;Severe:
: shrink -swell,
: low strength.
:Severe:
; slope,
; shrink -swell,
: low strength.
:Severe:
: slope,
1 shrink -swell,
1 low strength.
:Severe:
: slope,
: large stones.
,Severe:
: slope,
; large stones.
:Severe:
depth to rock,
I slope.
,
;Severe:
I slope,
1 depth to rock.
:Severe:
slope,
: depth to rock.
:Severe:
I slope,
1 depth to rock.
:Severe:
: shrink -swell,
: slope,
: low strength.
Local roads
and streets
lamphier
1
1
:Slight
;Moderate:
1 slope.
1Severe:
: slope.
See footnote at end of table.
1Moderate:
1 shrink -swell.
;Moderate:
1 shrink -swell,
; slope.
;Severe:
; slope.
Moderate:
shrink -swell.
:Moderate:
1 shrink -swell,
: slope.
;Severe:
slope.
:Moderate:
1 shrink -swell,
: slope.
;Severe:
; slope.
;Severe:
: slope.
1
:Moderate:
1 shrink -swell,
1 low strength.
:Moderate:
1 slope,
: shrink -swell,
low strength.
:Severe:
: slope.
106 SOIL SURVEY
TABLE 7. --BUILDING SITE DEVELOPMENT --Continued
Soil name and
map symbol
Shallow
excavations
Dwellings
without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
•
43 ;Moderate: ;Severe: :Severe: :Severe: :Severe:
Limon : too clayey. : shrink -swell. ; shrink -swell. : shrink -swell. ; low strength,
: I I : : shrink -swell.
, I
, , , : :
44 ;Slight ;Moderate: :Moderate: :Moderate: :Moderate:
Morval : ; shrink -swell. : shrink -swell. ; slope, : low strength,
; ; : ; shrink -swell. : shrink -swell,
•
: I : :
frost action.
, ; : I
Morval :Moderate: :Moderate: ;Moderate: :Severe: :Moderate:
: slope. : shrink -swell, ; shrink -swell, ; slope. ; low strength,
: ; slope. : slope. . : shrink -swell,
: ; , : ; slope.
I I 1 I ,
Tridell ;Severe: ;Severe: :Severe: :Severe: ;Severe:
: slope, ; slope, ; slope, : slope, : slope,
: large stones. ; large stones. ; large stones. : large stones. ; large stones.
46 ;Severe: :Slight :Slight ;Slight :Slight.
Nihill : cutbanks cave. . ; ; ;
47 :Severe: :Severe: Severe: :Severe: :Severe:
Nihill : slope, ; slope. slope. : slope. : slope.
; cutbanks cave.
; :
48 ;Severe: ;Severe: Severe: :Severe: :Severe:
Northwater : slope. ; slope. : slope. ; slope. ; slope.
:
49 ;Slight ;Slight ;Slight ;Slight ;Slight.
Olney
50 ;Slight ;Slight ;Slight ;Slight :Slight.
Olney ; : : :
I ,
I ; : I ,
51 :Moderate: :Moderate: :Moderate: :Severe: :Moderate:
Olney : slope. : slope. ; slope. : slope. : slope.
:
52 :Severe: :Severe: :Severe:
;Severe: ;Severe:
Parachute ; slope, ; slope. : slope, ; slope. ; slope.
; depth to rock. . ; depth to rock.
: : ; : :
53*: : ; ; ; ;
Parachute ;Severe: ;Severe: :Severe: :Severe: :Severe:
: slope, ; slope. : slope, ; slope. : slope.
: depth to rock. ; ; depth to rock. : ;
; : :
Rhone ;Moderate: :Moderate: :Moderate: :Severe: :Moderate:
: slope, : slope, ; slope, ; slope. I slope,
; depth to rock. ; shrink -swell. : depth to rock, . ; frost action,
: shrink -swell. ; ; shrink -swell.
:
54 ;Slight ;Slight ;Slight ;Slight Slight.
Potts , ; ; ;
; :
55 ;Slight ;Slight ;Slight ;Moderate: ;Slight.
Potts ; : : : slope. :
• ; 1 : : :
56 ;Moderate: ;Moderate: :Moderate: ;Severe: ;Moderate:
Potts : slope. ; slope. ; slope. : slope. ; slope.
: ; :
57*:: ; I :
,
Potts :Slight ;Slight ;Slight ;Moderate: ;Slight.
: ; : : slope.
: ; ; :
Ildefonso ;Severe: ;Severe: :Severe: :Severe: :Severe:
; large stones. : large stones. : large stones. ; slope, : large stones.
; ; ; large stones.
, I , I
See footnote at end of table.
1
IRIFLE AREA, COLORADO
TABLE 8. --SANITARY FACILITIES --Continued
109
II
Soil name and ; Septic tank ; Sewage lagoon ; Trench Area ; Daily cover
map symbol ; absorption ; areas ; sanitary ; sanitary ; for landfill
fields ; ; landfill ; landfill :
1 1 1 I
I 12": ' i i ;
,
Inchau :Severe: ;Severe: :Severe: :Severe: ;Poor:
: slope, ; slope, I slope, I slope. : slope,
depth to rock. : depth to rock. : depth to rock. : : thin layer,
II
area reclaim.
1
; ; ;
13 ;Slight ;Severe: ;Severe: ;Severe: :Poor:
Chilton ; 1 seepage. : seepage. ; seepage. ; small stones.
: : ; I
14 :Moderate: :Severe: :Severe: ;Severe: !1=1
I
Chilton ; slope. I seepage, ; seepage. : seepage. l stones.
slope. 1 ;
,
1 I ; ;
15 :Severe: :Severe: ;Severe: :Severe: :Poor:
Chilton : slope. ; seepage, ; seepage. I slope, ; small stones,
' ; ; slope. ; ; seepage. ; slope.
: ; :
16 :Severe: :Severe: ;Severe: ;Slight :Poor:
Cimarron I percs slowly. 1 slope. ; too clayey. ; ; too clayey.
I
11 ;Severe: ;Severe: :Severe: :Severe:
Cochetopa : percs slowly, ; slope. : too clayey, : slope.
: slope. : : slope. :
1 :
t8": : 1
Cochetopa 'Severe: Severe: :Severe: :Severe:
percs slowly, : slope. : too clayey. : slope.
slope. ; . 1
I Jerry :Severe: :Severe: :Severe: :Severe:
slope, : slope. 1 too clayey. : slope.
percs slowly. : :
: :
19*: 1 ;
I Cochetopa :Severe: :Severe: :Severe: :Severe:
I percs slowly, 1 slope. : too clayey, : slope.
: slope. ' : slope. :
; 1 ,
:Severe:
Jerry :Severe: ;Severe: :Severe:
I slope, : slope. : slope, : slope.
percs slowly. ; : too clayey. ;
1
20*. :
Cryaquolls ; : ;
,
21*: ; : :
Cushman :Severe: :Severe: :Severe: Severe:
depth to rock, ; depth to rock, I depth to rock, : slope.
: slope. : slope. ; slope. ;
1 : :
II Lazear :Severe: :Severe: :Severe: :Severe:
depth to rock, : depth to rock, : depth to rock, : slope.
slope. : slope. ; slope. :
,
I
22 ;Severe: ;Severe: ;Severe: :Severe:
Dateman 1 slope, 1 slope, I slope, ; slope.
; depth to rock. : depth to rock. : depth to rock. :
: : :
1123 ;Severe: ;Severe: :Severe: :Severe:
Detra : slope. : slope. : depth to rock. : slope.
1
:Poor:
' slope,
too clayey.
Poor:
slope,
too clayey.
Poor:
slope,
too clayey.
Poor:
slope,
too clayey.
Poor:
slope,
too clayey.
Poor:
slope,
thin layer.
Poor:
slope,
thin layer,
area reclaim.
Poor:
slope,
small stones,
area reclaim.
Poor:
slope.
_24*:
I
Dollard :Severe:
1 slope, ;Severe: ;Severe:
1 depth to rock, : slope,
percs slowly, : slope. : too clayey,
depth to rock. ; : depth to rock.
: :
1
1
See footnote at end of table.
Severe:
slope.
Poor:
1 slope,
: too clayey,
; thin layer.
;
1
IRIFLE AREA, COLORADO 111
TABLE 8. --SANITARY FACILITIES --Continued
I/ Soil name and ; Septic tank ; Sewage lagoon ;
absorption ; areas ; sanitary
Trench Area ; Daily cover
map symbol ; sanitary ; for landfill
fields : ; landfill landfill ;
. , ,
'3g ;Severe: ;Severe: :Severe: Severe: ;Poor:
Jerry : peres slowly, ; slope. : slope. slope. : slope.
I slope. : 1 '
1140
Kim (Moderate: :Moderate:
I seepage. (Slight Slight Good.
: percs slowly. : slope, :
: ;
'
.
41 Moderate: :Severe: :Slight ;Moderate: :Fair:
I Kim slope, : slope. I : slope. : slope.
percs slowly. 1 :'
,
42 Severe: ,Severe: Severe: Severe: :Poor:
Lamphier slope. : slope. : slope. : slope. : slope.
3 Severe: ;Moderate: :Severe: :Slight :Poor:
Limon : percs slowly, I slope. : too clayey. : : too clayey.
;slope. : , '
I I I I
4 :Moderate: ,Severe: :Moderate: Slight :Fair:
114Morval : percs slowly, : slope. ; too clayey. : too clayey.
; slope.
45*: : ;
I Morval :Moderate:Severe: Moderate: :Moderate: :Fair:
: percs slowly, : slope. ; too clayey. : slope. : slope,
slope. too clayey.
Tridell :Severe: :Severe: ;Severe: :Severe: :Poor:
I siope,
: seepage, : seepage, : slope, ; slope,
large stones. ; slope, ; large stones. I seepage. ; large stones.
large stones. ;
, :
46 :Slight ,Severe: :Severe: :Severe: Poor:
U Nihill : : seepage. : seepage. ; seepage. ; small stones.
1 } 1 I
7
:Severe: :Severe:
Nihill : slope. 1 slope,
; ; seepage.
Ilk
;Severe: :Severe:
orthwater : slope, ; slope.
: depth to rock.11[
9, 50 ;Moderate: ;Moderate:
Olney ; percs slowly. ; seepage,
,
: slope.
;
51 ;Moderate: :Severe:
I
Olney ; percs slowly, ; slope.
: slope.
52 ;Severe: :Severe:
Parachute : slope, ; slope,
II
il
: depth to rock. ; depth to
: seepage.
,
53*: ;
I Parachute ;Severe: ;Severe:
: slope, 1 slope,
: depth to rock. 1 depth to
I ; seepage.
;
II Rhone ;Severe: ;Severe:
: depth to rock. 1 slope.
I
:
1
1
See footnote at end of table.
:Severe: ;Severe:
I seepage. 1 slope,
seepage.
:Severe:
slope,
, depth to rock.
;Slight
Severe:
slope.
:Slight
:
I
: I
:Slight :Moderate:
I I slope.
I I
I 1
:Severe: :Severe:
slope, ; slope,
rock, ; depth to rock, : seepage.
seepage. :
:
;Severe: ;Severe:
depth to rock, : slope,
rock, ; seepage. : seepage.
I
;Severe: :Moderate:
I depth to rock. : slope.
:
: '
:Poor:
slope,
: small stones.
;Poor:
slope.
:Fair:
1 small stones.
;Fair:
small stones,
I slope.
,Poor:
1 slope,
1 small stones,
; area reclaim.
:Poor:
slope,
small stones,
area reclaim.
;Fair:
: small stones,
thin layer,
slope.
1
1
(RIFLE AREA, COLORADO
TABLE 9. --CONSTRUCTION MATERIALS --Continued
115
Soil name and
map symbol
1 Roadfill 1 Sand
,
1 : i
1
1 i i
12*: : I I I
U
Inchau ;Poor: ;Unsuited: ;Unsuited:
: slope, ; thin layer. ; thin layer.
; P
:Pslo e
: thin layer, ;
small stones,
: area reclaim. : : : area reclaim.
13, 14 :Fair: :Unsuited :Unsuited ,Poor•
I Chilton•
: low strength. : : : small stones.
15 :Fair: :Unsuited :Unsuited :Poor:
Chilton : slope, : : : small stones,
low strength. : : 1 slope.
: : : :
I 6 :Poor: :Unsuited :Unsuited :Poor:
Cimarron : shrink -swell, : : : too clayey.
: low strength. : :
Gravel
Topsoil
117
:Poor: :Unsuited
Cochetopa : shrink -swell, ,
: slope, 1
: low strength. .
: :
$*: :
Cochetopa :Poor: Unsuited
: shrink -swell, ,
low strength. :
,Poor: :Unsuited
slope, a
: shrink -swell, ,
: low strength. :
'Jerry
'9*:
Cochetopa :Poor: Unsuited
: shrink -swell,
: slope,
1 low strength. .
: I
Jerry :Poor: :Unsuited (Unsuited (Poor:
slo e
: slope, : : i P �
: shrink -swell, I I 1 large stones,
: low strength. : : : too clayey.
1
IF*.: :
Cryaquolls : : : 1
,
, :
'1*: : : : 1
Cushman :Poor: .Unsuited: .Unsuited: :Poor:
: thin layer, 1 excess fines. : excess fines. : slope,
: area reclaim. : : : small stones.
1
ULazear :Poor:
: thin layer, :Unsuited :Unsuited :Poor:
: : large stones,
: slope, : 1 : slope.
: area reclaim. : : :
:Poor: :Unsuited :Unsuited: :Poor:
)ateman : slope, : 1 excess fines. 1 slope,
: thin layer, : : : small stones,
: area reclaim. 1 1 1 area reclaim.
:Poor: .Unsuited .Unsuited :Poor:
Ietra : low strength. : i : slope.
1 : : a
See footnote at end of table.
:Unsuited
1
:
,
:
,Unsuited
:
:Unsuited
:
:
'Unsuited
:Poor:
: slope,
: small stones.
:Poor:
I slope,
: small stones.
:Poor:
slope,
: large stones,
: too clayey.
:
:Poor:
: slope,
: small stones.
1
1
1
R. ,_E AREA, COLORADO
117
JTABLE 9. --CONSTRUCTION MATERIALS --Continued
Soil name and ; Roadfill
Sand Gravel Topsoil
map symbol : :
1•
1 1
1 : : ;
1 i i
39 :Poor: :Unsuited :Unsuited :Poor:
rry ; shrink -swell, : : ; slope,
: slope, 1 : too clayey,
: low strength. ; ; 1 large stones.
i i
qp :Fair: :Unsuited ;Unsuited ;Good.
: low strength. : : :
: : : :
III :Fair: :Unsuited ;Unsuited :Fair:
K I : low strength. : : : slope.
,
1 1 : I
1 1 : ,1
q :Poor: :Unsuited :Unsuited :Poor:
: slope. : 1
: i slope.
: : :
q3 :Poor: :Unsuited :Unsuited :Poor:
t on : low strength, , : : too clayey.
: shrink -swell. ' : :
: : :
qq :Fair: :Unsuited :Unsuited :Good.
Morval : low strength, : :
' : shrink -swell, : :
: frost action. : :
:
�5 1
Norval :Fair: :Unsuited :Unsuited :Fair:
: low strength, : : : slope.
II : shrink -swell, ,
' frost action. : :
:
Tridell :Poor: :Unsuited :Unsuited :Poor:
II
: large stones.
: large stones. : slope,
: : :
: : :
46. :Good :Unsuited :Unsuited :Poor:
Nihill : : : : small stones,
: : : area reclaim.
47. - !Fair: ;Unsuited :Unsuited :Poor:
Ni ill : slope. : : : slope,
: : : : small stones,
: : : : area reclaim.
: : : :
fig_ :Poor: :Unsuited :Unsuited :Poor:
Nc :hwater : slope. : : : slope.
1
90 :Fair: :Unsuited :Unsuited :Fair:
0 y : low strength. : : : small stones.
0- - :Fair: 4:Unsuited :Unsuited :Fair:
Olney : low strength. : : : small stones,
: : : : slope.
: : : :
;2_ :Poor: :Unsuited :Unsuited :Poor:
Parachute 1 slope, : : : slope,
: thin layer, , : : area reclaim.
I
area reclaim. : : :
: : : :
3* 1 1 1 1
Parachute :Poor: :Unsuited :Unsuited :Poor:
: thin layer, : : : slope,
: area reclaim. : : : area reclaim.
: :
RhIle :Fair: :Unsuited :Unsuited :Fair:
1 thin layer, : slope,
: low strength. : : : small stones.
: : : :
ee footnote at end of table.
iphier
1
1
RIFLE AREA, COLORADO
TABLE 10. --WATER MANAGEMENT --Continued
121
Soil name and
map symbol
Pond
reservoir
areas
I Embankments, :
1 dikes, and 1
levees
Drainage Irrigation
: Terraces and
1 diversions
Grassed
waterways
14, 15 ;Seepage,;Seepage ;Slope
Chilton : slope. I :
16:Slope :Hard to pack ---:Slope,
Cimarron : 1 percs
:Droughty,
: slope.
:Peres slowly,
slowly. : slope.
:Slope
:Slope,
: peres slowly.
:Droughty,
slope.
:
:Slope,
:
percs slowly
17
Cochetopa
18', 19':
Cochetopa
Jerry
20'.
Cryaquolls
21':
Cushman
Lazear
22
Dateman
23
Detra
:Slope
:Slope
Scope
:Hard
:
:Slope,
1 depth
:Slope,
1 depth
:Slope,
, depth to rock.:
:Slope,
1 depth to rock.:
to pack ---:Peres slowly, :Slope,
1 slope. 1 percs slowly.
I
Hard to pack ---(Peres slowly, :Slope,
1 slope. 1 percs slowly.
Hard to pack---lSlope, ;Slope,
1 percs slowly. 1 percs slowly.
I
I
layer lSlope, :Slope,
1 depth to rock.: rooting
:
:Slope,
1 depth to
'Thin
to rock.:
:Thin layer,
to rock.: large stones.
:
:Thin layer
:Thin layer
:Slope
:Peres slowly,
1 slope.
:Peres slowly,
1 slope.
!Slpn
slowly.
,Slope,
depth.: depth to
:Large stones, ;Large stones,
rock.; droughty, : slope,
1 rooting depth.; depth to
:Peres slowly,
slope.
:Peres slowly,
slope.
:Slope,
:
percs slowly
:Slope,
rock.: depth to roc
:Large stones,
: slope,
rock.: rooting dept
:Slope,
rock.: rooting dept
:Slope.
:Slope,
1 depth
:Slope
lSlope
to rock.)
:Slope,
: depth to
,Slope
24': :
Dollard :Slope,
1 depth to
:
Rock outcrop. :
:
25 lSlope,
Etoe 1 seepage.
26': 1
Farlow :Slope, !SlUge
1 depth to
;
I 1
27*. 1 ;
Halaquepts : ,
: 1
28, 29:Slope to pack ---:Peres slowly,
Heldt 1 , 1 slope.
•
30:Slope ;Hard to pack ---:Peres slowly,
Heldt ; 1 : slope.
1 ,
31 ;Slope ;Hard to pack ---:Peres slowly,
Heldt : ; : slope.
:
32;Slope ;Hard to pack ---;Slope,
Holderness 1 ; : percs slowly.
Variant 1 1
I 1 I
:Thin layer,
rock.: hard to pack.
:Large stones---lSlope,
1 large
:Depth to rock,
1 slope,
1 percs slowly.
Rock outcrop.
:Thin layer,
rock.; large stones.
;Hard
:Slope, ;Depth to rock,
1
percs slowly, : percs slowly,
I rooting depth.; slope.
:Droughty,
stones. : slope,
; large stones.
:Slope,
stones. 1 droughty,
: large stones.
:Slope,
percs slowly.
:Slope,
1 peres slowly.
:Slope,
1 percs slowly.
;Slope,
percs slowly.
See footnote at end of table.
:Slope,
1 large
1
:Slope,
1 large
:Peres
;Peres slowly,
1 slope.
:Slope, :Slope,
1
percs slowly. 1 percs
:Slope, :Slope,
percs slowly. 1 percs
1 1
:Peres slowly,
slope,
rooting dept
Droughty,
stones. , large stones
: slope.
ISiope,
stones. 1 large stones
1 droughty
slow: (Peres slowly.
;Slope,
:
percs slowly
slowly
slowly
1
I22 SOIL SURVEY
TABLE 10. --WATER MANAGEMENT --Continued
II Soil name and
map symbol
Pond ; Embankments,
reservoir ; dikes, and
areas ; levees
Drainage
Irrigation ; Terraces and
; diversions
Grassed
waterways
34 'Seepage, ;Large
I
defonso slope. ;
IdefonSo
Seepage, ;Large
slope. :
:
;
"tear Depth to rock, ;Thin
slope.
, 37 Slope, :Thin
rigul depth to rock.;
•igul ;Slope, ;Thin
depth to rock.;
1arman ;Slope, ,Thin
depth tc rock ;
Slope ;Hard
'Fry
im
Im
1mph 1 e r
i
stones ---;Slope, ;Slope, ;Large stones, Slope,
: large stones. ; large stones, ; slope. large stones,
: : droughty. : droughty.
, I
I g
stones ---;Slope, ;Slope, ;Large stones, ;Slope,
: large stones. ; large stones, ; slope. : large stones,
; : droughty. ; : droughty.
layer (Depth to rock, ;Rooting depth, ;Depth to rock, ;Slope,
slope. ; slope. : slope. : rooting depth.
layer (Depth to rock (Slope, :Depth to rock, ;Slope,
; : rooting depth,; slope. : rooting depth,
; ; droughty. : : droughty.
; / , 1
: i
layer :Depth to rock :Slope, :Depth to rock, :Slope,
; : rooting depth,: slope. : rooting depth,
; : droughty. : ; droughty.
: :
layer ;Depth to rock ,Slope, :Slope, :Slope,
; : rooting depth.: depth to rock.: rooting depth.
; ; : :
to pack ;Slope, ;Slope, :Slope, :Slope,
; percs slowly. : percs slowly. ; percs slowly. ; percs slowly.
Slope, :Piping ;Slope ;Slope :Favorable `Favorable.
seepage. , I g
Slope, ;Piping :Slope ;Slope ,Slope :Slope.
seepage. : ; :
:
Slope, :Piping :Slope :Slope :Slope :Slope.
seepage. : ; I : :
1 '
:Hard to pack---:percs slowly, :Peres slowly, :Peres slowly :Peres slowly.
; : slope. : slope. : :
: ; : : ;
:Favorable :Slope ;Erodes easily, :Erodes easily ;Erodes easily.
slope. I
:
: :
;Favorable ;Slope :Erodes easily, ;Erodes easily :Erodes easily.
; : slope. : :
: : : :
:Large stones, :Slope, :Slope, :Slope, Slope,
; seepage. : large stones. : droughty, : large stones. droughty,
; : : large stones. : large stones.
: 4,
,Seepage ;Slope :Slope, :Favorable Droughty.
; ; droughty. ,
;Slope
mpn
:Slope,
tval : seepage.
orval ;Slope,
: seepage.
Iidell :Slope,
seepage.
:Seepage
till
;Seepage, ;Seepage
ill , slope. :
:Slope, ;Thin layer
jrthwater ; seepage.
;
:Seepage ;Favorable
'ley .
, 51 :Slope, :Favorable
llney seepage.
;Depth to rock, :Thin layer
;Slope
:Slope
:Slope,
; droughty.
:Slope
;Slope
;Slope
Slope,
droughty.
;Slope.
1 I I I
;Favorable - ;Favorable ;Favorable ;Favorable.
:
;Slope :Slope :Slope ;Slope.
1
I ; :
;Depth to rock, :Slope, :Depth to rock, ;Slope,
; slope. : droughty, : slope. ; rooting depth,
; : rooting depth.; ; droughty.
; seepage.
II
See footnote at end of table.
1
1
126
' TABLE 11. --RECREATIONAL DEVELOPMENT --Continued
SOIL SURVEY
Soil name and : Camp areas Picnic areas ; Playgrounds
II
map symbol ;
1 '
'
I
1 1
13 ;Moderate: ;Moderate: ;Severe:
II
Chilton ; small stones. ; small stones. ; small stones.
1 ; ;
14 ;Moderate: ;Moderate: ;Severe:
Chilton ; slope, : slope, ; slope,
II: small stones. ; small stones. ; small stones.
15 :Severe: .
;Severe: :Severe:
Chilton ; slope. ; slope. ; slope,
1 1 ; small stones.
' : :
I/
16 ;Moderate: ;Moderate: ;Severe:
Cimarron 1 percs slowly. ; percs slowly. ; slop e.
1
1
1
1
1
1
1
1
1
1
1
1
1
Paths and trails
:Moderate:
small stones.
:
;Moderate:
small stones.
;Moderate:
1 slope,
small stones.
;Slight.
17
Cochetopa
18*:
Cochetopa
Jerry
19*:
Cochetopa
Jerry
20'.
Cryaquolls
21*:
Cushman
Lazear
22
Dateman
23
Detra
;Severe: ;Severe: ;Severe: Severe:
; slope. ; slope. ; slope. ; slope.
1
,Severe: ;Severe: ;Severe: ;Moderate:
1 slope. 1 slope. ; slope. ; sle,
: tooopclayey.
;
;Severe: :Severe: ;Severe: ;Severe:
: slope. ; slope. 1 slope. : slope.
i
;Severe: ;Severe:;Severe: ;Severe:
slope. : slope. 1 slope. ; slope.
;Severe: :Severe: ;Severe: ;Severe:
slope. ; slope. 1 slope. ; slope.
1 I
I '
1
1 ; ; 1
: ; :
:Severe: :Severe: :Severe: ;Moderate:
1 slope. 1 slope.; slope. 1 slope.
I ;
:Severe: :Severe: :Severe: ;Severe:
: slope, : slope. : slope, : slope.
1 large stones. 1 large stones, ;
: ; : depth to rock. 1
: :
:Severe: :Severe: :Severe: :Severe:
1 slope. ; slope. : slope, slope.
: : : small stones. ,
: : : :
Severe: ;Severe::Severe: :Moderate:
slope. : slope. 1 slope. 1 slope.
24*:
Dollard
Rock outcrop.
25
Etoe
26*:
Farlow
Rock outcrop.
1
Severe: ;Severe: :Severe:
slope, 1 slope, 1 slope,
too clayey. : too clayey. : too clayey.
1 i
' :
Severe: :Severe: :Severe:
; slope. 1 slope. 1 slope.
i : :
1 1 I
;Severe: :Severe: :Severe:
slope. : slope. ; slope,
: 1 1 small stones.
1 : :
I :
: : :
See footnote at end of table.
;Severe:
1 slope,
: too clayey.
:
Severe:
slope.
;Severe:
slope.
1
1
:
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
RIFLE AREA, COLORADO
TABLE 11. --RECREATIONAL DEVELOPMENT --Continued
Soil name and : Camp areas Picnic areas Playgrounds ; Paths and trails
map symbol : '
, T
1
27*.
Halaquepts
28, 29
Heldt
3o
Heldt
31
Heldt
32
Holderness Variant
33
Ildefonso
34
Ildefonso
35*:
Ildefonso
Lazear
36, 37
Irigul
38*:
Irigul
Starman
39
Jerry
,
:Moderate:
: too clayey,
percs slowly.
:Moderate:
: slope,
too clayey,
percs slowly.
:Severe:
: slope.
:
:Moderate:
: slope,
percs slowly,
too clayey.
;Severe:
: slope,
: large stones.
:Severe:
: slope,
: large stones.
•:Severe:
1 slope,
large stones.
Severe:
slope,
: depth to rock.
Severe:
slope,
depth to rock.
Severe:
slope,
depth to rock.
Severe:
slope,
depth to rock.
:Severe:
s:ope.
;Moderate:
too clayey,
percs slowly.
:Moderate:
: slope,
: too clayey,
percs slowly.
:Severe:
slope.
:Moderate:
slope,
percs slowly,
: too clayey.
Severe:
: slope,
: large stones.
:Moderate:
: slope,
: too clayey,
percs slowly.
Severe:
slope.
Moderate:
too clayey.
,Moderate:
: too clayey.
:Severe: :Moderate:
: slope. : slope,
I : too clayey.
:Severe: :Moderate:
: slope. : too clayey.
I ,
1
:Severe: :Sever=:
: slope, : lsrF,_ stones.
large stones.
I :
:Severe: :Severe: :S-evere:
1 slope, : slope, -ope,
: large stones. ; large stones. :arze stones.
; I
I
:Severe: :Severe: ;Severe:
I slope, I slope, : slope,
large stones. : large stones. 1 large stones.
;Severe: :Severe: :Moderate:
; slope, ; depth to rock, : small stones,
: depth to rock. : small stones, : slope.
: : slope.
I I ,
;Severe: :Severe: :Severe:
: slope, : slope, : slope.
: depth to rock. ; depth to rock. .
: '
I ;
;Severe: :Severe: :Severe:
: slope, : slope, : slope.
I depth to rock. 1 depth to rock. .
I
:Severe: :Severe: :Severe:
: slope, : slope, : slope.
: depth to rock. I depth to rock, ,
: small stones. 1
'
,Severe: ;Severe: ,Severe:
: slope. 1 slope. ' slope.
40
Kim
Moderate:
dusty.
I
41
Kim ;Moderate:
1 slope,
: dusty.
1
I
42 :Severe:
Lamphier : slope.
43 :Moderate:
Limon 1 too clayey,
: percs slowly.
'See footnote at end of table.
1
;Moderate: ;Moderate:
1 dusty. : slope,
1 dusty.
: I
;Moderate: :Severe:
I slope, : slope.
: dusty. ;
1 1
:Severe: ;Severe:
: slope. : slope.
,Moderate: :Severe:
: too clayey, 1 slope.
percs slowly. :
Moderate:
dusty.
;Moderate:
dusty.
;
;Severe:
slope.
;Moderate:
: too clayey.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
128 SOIL SURVEY
TABLE 11. --RECREATIONAL DEVELOPMENT --Continued
Soil name and
map symbol
Camp areas
Picnic areas
Playgrounds
Paths and trails
44 ;Slight ;Slight (Severe: ;Slight.
Morval ; 1 ; slope. I
1
1 ; 1
45*: ; ; ; ;
Morval ;Moderate: :Moderate: ;Severe: ;Slight.
: slope. ; slope. ; slope. :
I
Tridell ;Severe: ;Severe: ;Severe: Moderate:
slope. ; slope. : slope, : large stones.
; : 1 large stones. 1
1 ; ; 1
46 ;Moderate: ;Moderate:;Severe: ;Moderate:
Nihill : small stones. : small stones. ; small stones. 1 small stones.
47 ;Severe: :Severe: :Severe: :Moderate:
Nihill ; slope. : slope. : slope, : slope,
I : : small stones. : small stones.
: : : 4
48 :Severe: :Severe: :Severe: :Severe:
Northwater : slope. : slope. : slope. 1 slope.
49, 50 ;Moderate: :Moderate: :Moderate: :Moderate:
Olney : dusty. : dusty. : slope, ; dusty.
; ; : dusty. .
1
:
1 :
51 ;Moderate: :Moderate: :Severe: :Moderate:
Olney : slope, ; slope, 1 slope. : dusty.
: dusty. ; dusty. , :
: : :
52 :Severe: ;Severe: :Severe: ;Severe:
Parachute : slope. : slope. ; slope. : slope.
: 1
53*: • .
Parachute :Severe: :Severe: :Severe: :Moderate:
: slope. : slope. : slope. : slope.
I 4 :
Rhone ;Moderate: :Moderate: Severe: :Slight.
: slope. : slope. slope. :
: :
54, 55 :Slight :Slight Moderate: :Slight.
Potts : : slope. :
56 :Moderate: :Moderate: :Severe: ;Slight.
Potts : slope. : slope. : slope.
1 , 1
57*: : '
Potts :Slight :Slight Severe: :Slight.
; ; slope. :
: : :
Ildefonso :Severe: Severe: :Severe: :Severe:
: large stones. large stones. : slope, : large stones.
; : large stones.
1 i :
58*: 1
Potts :Severe: :Severe: :Severe: :Moderate:
1 slope. : slope. : slope. 1 slope.
: ; : :
Ildefonso :Severe: :Severe: :Severe: :Severe:
: slope, : slope, ; slope, : large stones.
1 large'stones. : large stones. : large stones. :
: : i :
59*: :
1
Potts :Severe: :Severe: :Severe: :Severe:
: slope. 1 slope. 1 slope. 1 slope.
1 : : :
Ildefonso :Severe: :Severe: :Severe: :Severe:
: slope, 1 slope, 1 slope, 1 slope,
: large stones. : large stones. ; large stones. : large stones.
See footnote at end of table.
1
1
1
130 SOIL SURVEY
TABLE 12. --WILDLIFE HABITAT POTENTIALS
[See text for definitions of "good," "fair," "poor," and "very poor." Absence of an entry indicates that the
soil was not rated]
, Potential for habitat elements ; Potential as habitat for--
I J
,
Soil name and ,Grain I ,Wild , , , , 1 Open- Wood- , , Range -
map symbol ; and ;Grasses:herba-;Hard- ;Conif-:Shrubs;Wetland;Shallow: land land ;Wetland; land
;seed : and ; ceous: wood erous: :plants : water ; wild- wild- : wild- : wild -
:crops ;legumes plants,trees plants: ; ; areas ; life ; life ; life ; life
4 , , I
I : 4 4 1 4 I , 4 , ,
, I 1 1 , 1 : : ; ; ; I
1 ;Very ;Very ;Fair : ; ;Fair ;Very ;Very :Poor : :Very ;Fair.
Almy Variant ; poor.: poor. : : ; ; : poor. : poor. ; : ; poor. ;
, ,
: 4 , : : I : , , ; : I
2*: : : : : : : : : : : ; :
Arle ,Very ;Very ;Fair : ; ;Fair ;Very :Very ;Poor : ;Very ;Fair.
: poor.; poor. : ; ; ; : poor. : poor. : : : poor. :
Ansari ;Very ;Very ;Poor : ; ;Poor ;Very ;Very :Very ; --- :Very ;Poor.
'poor., poor. ; , : poor. ; ; poor. : : poor. :
; poor.
4
Rock outcrop. : : : : : ; : : : : :
11
I , ; : ; : ; , : ; : I
3, 4 ;Very ;Very :Poor : --- ;Very ;Poor ;Very ;Very ; --- ;Very :Very
Arvada : poor.: poor. ; : ; poor.; ; poor. : poor. : : poor. , poor.
; ; : : , i i i 1
5 ;Good ;Good :F.jir : ; --- ;Fair :Poor :Very ;Good : :Very ;Fair.
Ascalon : : : : : : ; poor. ; : poor. :
6 ;Fair ;Good ;Fair : --- ;Fair :Poor ;Very ;Fair : --- :Very :Fair.
Ascalon ; : : : : : : poor. : ; : poor. ;
; ; ; : i : ; : ; i , :
7*:
Ascalon ;Poor :Fair Fair !:Fair ;Poor Very ;Fair ; --- ;Very :Fair.
: : : ; : poor. ; : : poor. ;
, ,
:Fair :Very Very ;Poor ; --- ;Very ;Fair.
Pena :VerY ;Very Fair .
poor.; poor. : poor. poor. : poor. :
: 4 4 ; ; : : :
8*: I 1 : : :
Atencio ;Fair :Good ;Good ; ,Fair ;Poor ;Very :Fair ; --- ;Very ;Fair.
; : ; ; ; ; ; poor. : ; ; poor. :
; : ; : , : ; : : , I
Azeltine ;Poor ;Fair ;Fair ; Fair ;Very ;Very ;Poor : :Very :Fair.
; : poor. : poor. : ; : poor. ;
9*
: ; :
Badland : : : : ; ; : ; : :
; ; : : ; ; ; ; : ; ; ;
10, 11 :Fair Fair ;Fair : ; --- :Fair ;Very ;Very ;Fair ; --- ;Very ;Fair.
Begay : , ; : ; ; ; poor. , poor. ; ; - { poor. ,
; : : ; ; 4 : ; : ; I
12*: : : : ; ; ;
Buckton :Poor ;Poor ,Fair --- ,Fair ,Very ;Very ;Poor ; --- :Very ;Fair.
4 ; ; ; ; ; ; poor. ; poor. ; : i poor. ,
: ; : ; ; ; : ; : : ; i
Inchau ;Very :Very ;Fair : : ;Fair ;Very :Very ;Poor : :Very ;Fair.
: poor.: poor. ; ; ; ; : poor. ; poor. : ; : poor. ;
13, 14, 15 :Poor ;Fair ;Fair : ;Fair ;Fair :Very Very :Fair ;Fair :Very ;Fair.
Chilton : : : ; : : : poor. poor. ; ; : poor. ;
I ,
16 ;Poor ;Poor Fair : ;Fair ;Very Very ,Poor ; --- ;Very ;Fair.
Cimarron ; ; : : : ; : poor. poor. : ; : poor. ,
17 ;Poor ;Poor ;Good :
Cochetopa ; : i
18*, 19*: : : :
Cochetopa ;Poor ;Poor :Good '
: ;
: ; :
Jerry ;Very ;Very ;Fair :
: poor.; poor.
,
See footnote at end of table.
;Fair ;Very Very ;Fair ; :Very
poor. poor. ; : ; poor.
I I
1 , I ,
;Fair ;Very Very ;Fair : ;Very
poor. ; poor. ; ;poor.
: ; ;
:Fair ;Very ;Very ;Poor : :Very
I poor. ; poor. : . : poor.
;Fair.
Fair.
Good.
1
r
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
RIFLE AREA, COLORADO 131
TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued
: Potential for habitat elements ; Potential as habitat for --
Soil name and Ihrain ; ;Wild 1 : I I I; Open- 1 Wood- ; 1 Range -
map symbol : and ;Grasses:herba-;Hard- ;Conif-:Shrubs:Wetland;Shallow: land : land ;Wetland: land
;seed I and : ceousl wood : erousl ;plants I water ; wild- ; wild- I wild- I wild-
' I 1 1 1 1 1 I 1 1 1 1
,crops Ilegumeslplants,trees Tants: , 1 areas 1 life 1 life I life , life
1I T I 1 1 1 1
I 1 1 4 1 4 4 4 1 1 1 1 1 1
1 1 I 1 1 1 1 1 / 1
1 1 I 1 1 1 1 / 1 1 1 1
20'. / 1 1 , 1 1 1 1 1 1 1 1
1 1 1 1 I 1 1 1 1 1 1 1
Cryaquolls , , , , , , 1 , 1 1 1 '
11 1 4 1 4 4 4 4 1 1
, 1 / : 1 1 : / 1 1 1 1
21f:1
; I ; ; : ; 4 ; 1
1 1 I 1 1 1 1 1
Cushman ,Very ,Very ;Poor , ,Poor ,Poor , , ,Very ,Very :Very ,Poor.
1 , 1 1 1 1 1 1 1
poor., poor. , , , , , , , poor. , poor. , ,poor. 1
: : 1 : : I : I ; ; : ;
Lazear (Very (Very IPoor I :Very ;Poor I I IVery :Very :Very :Poor.
1 ' 1 ' ' '
: ; ' poor. I poor. ; poor. ;
, poor., poor. : , poor.: ,
,1 1 1 1 1 •1 1 1 1
1 1 1 1 1 1 , 1 1 ' I '
22 ;Very ;Very :Good : :Good ;Good :Very :Very :Poor :Good :Very :Good.
Dateman : poor.: poor. ; I : ; 1 poor. I poor. I : 1 poor.
1 1
: : : I : : 4 4 1 ' 1
23 1 1 1 1 , 1 1 1 1 , '
,Poor ,Fair ,Good , ,Good ,Good ,Very IVery ,Fair ,Good :Very ,Good.
Detra : ; ; ; ; : poor. I poor. I ' ; poor. 1
1 ;1 1 ' ; ; ;
24': : ; ; : : : ; : : ; ;
Dollard :Poor :Poor :Fair ; I ;Fair :Very :Very :Poor , :Very ;Fair.
: ; I I poor. I poor. 1 ; I poor. ;
: ; 1 1 I
: : ; ; :
Rock outcrop. 1 ; : 1 : : ' 1 '
'' :
: ; 1 1 : ; ; 1 1
25 :Very :Very ;Good : ;Good ;Good ;Very :Very :Poor :Fair ;Very :
1
Etoe I poor.; poor. : I : : : poor. 1 poor. : ; I poor. :
11 1 1 1
26': : : : : 1 : 1 I : : :
Farlow ;Very :Very:Fair : : --- :Fair :Very :Very :Poor : :Very ;Fair.
oor. ; : : poor. I
, poor., poor. , , 1 , : poor. ;
P
' , 1
Rock outcrop. : ; ; : ; : 1 , ' ' ' '
1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 I / , 1 1
27'.1 1 1 1 1 1 1 1
1 1 , 1 1 1 , ' , , ,
Halaquepts ; : 1 1 ; 1 1 1 1 1 1 1
11 1 1 ' ' I 11 1
28, 29 ;Fair :Fair ;Poor : : --- ;Poor :Poor :Very :Fair :
1 ;Very :Poor.
1 1
Heldt ; : ; ; ; ; ; : poor. ; 1 , poor. ,
1 1 1
1 11 1 I 1 1 1 1 1
30, 31 :Poor :Fair :Poor 1 : --- :Poor ;Very ;Very ;Poor : :Very oor.
Heldt ; 1 : : ; 1 1 poor. ; poor. ; ; ; poor. ; (P
1 1 1 1 1 1 1 1 1 1 4 ;
32 :Fair :Fair ;Fair I : --- ;Fair :Poor :Very :Fair 1
IVery (Fair. ,
1
Holderness Variant: I : ; : ; : I poor. I ; poor. 1
1 1 1 1 1 1
33 :Poor ;Poor ;Fair : ; --- :Fair (Very :Very :Poor ; IVery ;Fair.
Ildefonso ; ; 1 : 1 1 I poor. : poor. : : ; poor. I
1 1 I
34 IVery ;Very ;Fair 1 ; --- :Fair IVery ;Very :Poor I ;Very Fair.
oor.; poor. ; : ; : ; poor.poor. I
Ildefonso : p poor. I I
; : I 1 I 1 1 1 I'
35": 11 1 ,
Ildefonso IVery :Very :Fair 1 : --- ;Fair IVery IVery :Poor 1 :Very :Fair.
1 poor.; poor. I : ; : : poor. I poor. : ; , poor. I
, 1 ; 1 I ;
: : 1 : 1 :
Lazear IVery IVery ;Fair 1 ; --- ;Fair ;Poor IVery :Poor ; IVery :Fair.
I poor.: poor. ; ; : : : : poor. I ; : Poor. ;
1 ' ' 1
: 1 , : 1 1 i , ,
36, 37 IVery :Very :Fair 1 : --- :Fair :Very :Very :Poor :
1 Very :Fair.
Irigul : poor.; poor. : : ; ; I poor. : poor. ; 1 poor. 1
g 1 I : : : : I I I I '
38':1 I : :
; , : 1 1
' r
Irigul IVery ,Very :Fair 1 - :Fair :Very ;Very ;Poor ; ;Very y 1Fair.
I poor.: poor. I ; poor. ; ; ; poor. , poor. 1 , ,
1 1 1 1 1
' ' ' 1 I 1 1 1 1 , 1
1
Starman IVery :Very :Poor 1 , --- :Poor ,Very :Very :Very , :Very 'Poor.
; poor.; poor. : 1 : I : poor. 1 poor. 1 poor. : ; poor. :
I 1
;1 I i I :
39 ;Very IVery :Fair 1 I --- ;Fair 'Very :Very :Poor ;Verory. : :Good.
Jerry 1 poor.; poor. : : ; : I poor. 1 poor. ;
po
1 I :
1 ; : : 1 :
See footnote at end of table.
t
132
Soil name and
map symbol
1
40, 41
Kim
' 42
Lamphier
43' Limon
44
Norval
' 45*:
Norval
Tridell
' 46
Nihill
SOIL SURVEY
TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued
Potential for habitat elements : Potential as habitat for--
;Grain ; ;Wild ; ; : ; : I Open- : Wood- : ; Range-
; and :Grasses,herba-;Hard- :Conif-(Shrubs:Wetland:Shallow: land I land :Wetland: land
:seed : and : ceous: wood : erous: :plants : water I wild- : wild- : wild- : wild -
:crops :legumes:plants:trees :plants: : : areas life : life : life : life
1 , '
:Fair :Fair :Fair : : :Fair :Poor :Very :Fair : :Very :Fair.
, 1
, , : g , g : : poor. 1 : : poor. :
,
:Poor :Poor :Good : g : :Fair :Poor :Very :Fair : :VeProoyr. :
:Fair.
: poor. : I
:Poor :Poor :Fair : --- : :Fair :Poor :Very :Poor : :Very :Fair.
, . ' ' oor. :
, , , , , , : : poor. : , � P
,
,Fair ,Good ,Good , , , ,Fair ,Poor ,Poor ,Good ,Poor ,Fair.
: :
:Fair :Good :Good : : :Fair :Poor :Poor :Good , :Poor :Fair.
:Very :Very :Poor : : :Fair :Very :Very :Poor : :Very :Fair.
poor.: poor. : : : : : poor. : poor. : : : poor. :
Fair :Good :Fair : : :Fair :Very :Very :Fair : :Very :Fair.
: I : : : : poor. : poor. : : : poor. :
i
47 :Poor :Fair :Fair
INihill : : :
48 :Poor :Poor :Good
Northwater : :
,
49, 50, 51 Poor :Fair :Fair
Olney : :
, :
52 'Very :Very :Good
Parachute poor.: poor. :
II53*:
Parachute Poor :Poor Good
,
11 Rhone :Poor :Poor :Good
54, 55, 56 Poor :I/
:Fair
Potts :II 57*, 58*::Potts :Poor :Fairr i
Ildefonso :Poor ,Fair
, , ,
59*: I
11Potts :Poor :Poor :Fair
: : :
: : : :
Ildefonso :Very :Very :Fair :
: poor.: poor. I
,
II 60 :Poor :Poor :Good
Rhone : : :
, , ,
61 :Very :Very :Good :
Rhone
62* : poor.: poor.
, :
g
, : ,
Rock outcrop. : : : :
:
1
See footnote at end of table.
1
Torriorthents
1 , 1
:Fair :Very :Very :Fair
: poor. : poor. I
:Fair :Very :Very :Fair
: : poor. : poor. :
:Fair :Poor :Very :Fair
: : : poor. :
: :
:Fair Very :Very :Poor
: poor. I poor. :
:Fair :Very :Very :Fair
: : poor. : poor. :
: : :
:Fair :Very :Very :Fair
poor. : poor. ;
: : :
:Fair :Very :Very :Poor
: : poor. : poor. :
: : : :
:Fair :Very :Very :Poor
I! poor. I poor. :
,
Fair :Very :Very :Poor
',poor. : poor. :
: : :
:Fair :Very :Very :Poor
: poor. I poor. :
: : : :
:Fair :Very :Very :Poor
: poor. : poor. :
1 1 :
:Fair :Very :Very :Fair
: : poor. : poor. :
: :
:Fair :Very :Very :Poor
: : poor. : poor. :
, : :
: I I
I : I
:Very :Fair.
: poor.
:Very :Fair.
: poor. :
,
:Very :Fair.
poor. :
:Very :Fair.
poor. :
:
:Very ,Fair.
: poor. :
:Very :Good.
: poor.
:Very :Fair.
: poor.
,Very Fair.
: poor. ,
:Very :Fair.
: poor. :
:Very :Fair.
! poor.
:Very :Fair.
: poor.
:Very :Good.
: poor.
:Very :Good.
poor. :
7
1
RIFLE AREA, COLORADO 135
TABLE 13. --ENGINEERING. INDEX PNOPERTIES--Continued
Classification ;Frag- ;Percentage passing : i
Soil name and ;Depth; USDA texture ; ; :ments ; sieve number-- ;Liquid 1 Plas-
map symbol 1 : : Unified : AASHTO : > 3 1 : ; ; limit ; ticit5
:inches; 4 ; 10 ; 40 : 200 : : index
1 In : 1 i Pet : : 1 1 1 Pct ;
— 1 1 1 - 1 , 1 1 ,
1 1 1 1 1 1
1 1 1
1 : ; 1 1
1A-2, A-4: 0-5 :70-85 :50-75 ;40-65 125-40 : 1 NP
1 1 1
1 I 1 1 1
SP 1A-1 135-60 125-70 120-65 :10-30 1 0-5 1 : NP
1 1 1
1
1 1 11 1 1 1 1 1
1 1
1
1 1 1 1 1 1 1 1
8*: ; 1
Azeltine : 0-18:Gravelly sandy ISM
: 1
loam. ;
,18-60:Sand, gravel, :GP,
; and cobbles. 1
: :
9* : : ;
Badland 1 : 1
I 1 1
10, 11 : 0-14:Sandy loam 1SM
Begay 114-24:Fine sandy loam,:SM,
1 1 very fine sandy;
1 loam. 1
124-60;Stony sandy :SM
1 1 loam, stony 1
1 fine sandy :
1 loam. 1
1 1
12*: 1
Bucklon 1 0-5 :Loam ICL
1 5-15:Clay loam, loam :CL
115 :Weathered 1
: : bedrock. 1 1 1
; 1 : 1 :
Inchau I 0-3 :Loam ICL -ML, MLIA-4 1 0
1 3-36:Gravelly loam, :GM -GC, 1A-4, A-61 0-10
I I gravelly clay ; GM, GC, 1 1
: : loam, clay 1 CL
1 I loam. 1
: 36 :Weathered 1 ; ---
bedrock. : 1 1
11 1
1 1 1 1 4
13, 14, 15 1 0-13:Channery loam--- SM :A-2, A-4: 0-5
Chilton :13-60:Very gravelly GM 1A-2 1 5-30
1 loam, very 1 1
; : cobbly sandy 1 1
1 I loam, very 1 1 1
: I channery sandy : 1 1
1 1
loam. : 1 1
76 : 0-4 ILoam 1ML IA -4 1 0
Cimarron 14-60:Clay, silty clay:CH, CL IA -7 1 0-10
1 I loam, silty 1 1 1
: clay. 1 : 1
1 1 1
11 1 1 1 1
1 1
1 1 1 1 1 1
1A-2, A-41 0 :95-100,95-100;65-80 130-50 1 --- : NP
ML IA -4 1 0-5 195-100195-100170-95 140-65 1 15-25 1 NP -5
1
1 1 . 1 1
1 ; 1 1 : 1 1
1
:A-2, A-4;20-35 :80-95 :85-90 :55-80 ;25-50 ; 1 HP
, 1 1
: ; 1 1 1 1
1 1 1
1 I ; 1 1 1
1
1
, 1 1 1
1 1
1 1 1 1 1 1
1A-6 1 0 195-100195-100180-100160-80 1 25-35 1 10-15
1A-6, A-71 0 180-100175-95 165-95 :50-85 1 25-50 : 10-25
1 1
17 I 0-21 I Loam
Cochetopa 121-60:Clay, stony
: : clay, stony
: clay loam.
: 1
18*, 19*: 1 1
Cochetopa 1 0-211Loam
Jerry
20*.
Cryaquolls
See
: 1
1ML ;A-4
;CL, CH :A-7
1 1 1 1
175-100175-100170-90 150-70 1 25-35 : 5-10
155-85 150-85 :45-80 135-60 1 25-35 1 5-15
I I I I
: : :
: 1 1 I
i i 1 1
1
1 1 1 c
170-80 160-70 145-55 130-45
140-60 130-60 125-40 115-35
15-25 1 NP -5
--- 1 NP -10
ii 1 1
1 1 1 1
, 1 1 1
1 1
: 1 1 1
1
1 1 1 1
1
, 1 1 1
1 1
190-100190-100185-95 160-75 : 20-30 1 NP -5
195-100195-100:90-100175-90 1 45-70 1 30-45
1 : ; : 1
1 1 1 1 1 1
0-5 185-100180-95 170-90 150-80 120-30 : NP -5
15-30 170-90 160-90 155-85 150-80 : 40-60 1 20-40
1 1 I 1 1 1 1 1
: 1 1 : : ; : ;
: : ; 1 1 ; : 1
1
IML 1A-4 1 0-5 185-100180-95 170-90 150-80 1 20-30
ICL, CH IA -7 1 5-30 :70-90 160-90 155-85 :50-80 ; 40-60
: I 1 1 I I ;
: : : : 1 ; ; ;
1 1 : 1 1 1 1 1
1CL, CL-MLIA-4, A-61 5-15 175-100175-100170-90 155-70 1 20-35
3-60:Stony clay, 1CL, CH 1A-7 120-30 170-90 170-80 :60-70 150-60 1 40-60
1 cobbly clay 1 1 1 1 I 1
: loam, cobbly 1 :1 1 1
1 1 1
1 clay. 1 1 : : 1 1 1
I
1 : : 1
1 1 11 : 1
1 1 1 1 1
1 : 1 : 1 1 :
;
:21-60IClay, stony
I I clay, stony
1 clay loam.
1 0-3 :Stony loam
footnote at end of table.
1 NP -5
1 20-40
1 5-15
1 25-45
1
1136
1
SOIL SURVEY
TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued
1 Classification 1Frag- 1
Soil name and ;Depth; USDA texture : ; ;ments ;
map symbol 1 I 1 Unified 1 AASHTO ;> 3 1
I I I I (inches) 4
i In 1 ; ; : Pct 1
• ; I 1 1
Cushman : 0-3 (Stony loam ICL -ML, ML;A-4 : 5-15 190-100190-100185-95 160-75
1 3-111Clay loam, sandy:CL 1A-6 1 0-10 190-100190-100180-100150-80
II
: 1 clay loam, loam) : : ; ;
111-32:Loam, gravelly :CL -ML, IA -4 ; 0 150-90 145-85 140-80
: 1 loam,mvery : GM -GC 1 ; : ; :
1 1 gravelly loam. 1 1 ; 1 1 :
32 ;Weathered ;
1 I --- 1 --- 1 --- 1 --- 1 ---
1 bedrock. 1
1 1 ; ; 1 ;
IILazear ; 1-4 :Stony loam 1GM-GC, ;A-2, A-4;10-20 150-80 150-80 ;40-60
SM -SC : 1 1 1 ;
: 4-16:Stony loam ISM -SC 1A-4 115-35 175-85 170-85 150-70
I
: 16 ,Unweathered 1 --- ; --- ; --- i --- ; --- : ---
I bedrock. 1 1 1 1 1 1
1 1 I1
1
c2 1 0-3 :Gravelly loam---1GM-GC 1A-2, A-41 5-10 155-75 150-70 140-60
Dateman 1 3-22:Gravelly sandy IGC :A-2 1 5-15 150-65 ,50-60 130-45
II
1 1 loam, gravelly : 1 1 1 ; 1
1
1 sandy clay loam: I 1 1 1 ; ;
122-341Very gravelly ;GM A-1, A-2: 5-15 135-55 130-50 125-45 120-35
1 1 sandy loam. 1 1 1 I 1 1
' 34 ;Unweathered 1 1 --- 1 --- 1 --- I --- 1 ---
: 1 bedrock. 1
1 0-121Fine sandy loam :SM ;A-4 0 1 100 1 100 195-100;35-50
Detra ;12-57:Sandy clay loam,;CL IA -6 1 0 1 100 ; 100 ;95-100150-70
1 1 clay loam. 1 1 1 1 ; I I
I/ 1 57 :Unweathered 1 ; --- 1 --- 1 --- 1 --- 1 --- 1 ---
; 1 bedrock. ; : 1 1 1 1 _ 1
! ! I 1 1 I I
Percentage passing
sieve number-- ;Liquid 1 Plas-
limit ; ticity
10 1 40 1 200 1 1 index
1 1 1 Pct
1
20-30 1 NP -10
25-35 1 10-15
125-60 1 20-30 1 5-10
--1
1
1
130-50 1 20-30 1 5-10
, I
1
135-50 1 20-30 1 5-10
; ; 1
1 1 1
130-50 1 20-30 1 5-10
120-35 1 20-35 1 10-15
t4": I
Dollard 1 0-5 ;Clay ICL, CH
II
: 5-25:Silty clay, 1CH, CL
: 1 silty clay 1
: 1 loam, clay. 1
1 25 ;Weathered
1 : bedrock.
; ;
ock outcrop. ; :
25 1 0-15:Loam ;ML
Etoe 115-24ICobbly loam, :SM, GM
1 very cobbly 1
1 sandy loam, 1
1 : very cobbly 1
1 loam. '
24-601Very cobbly ;GM,
11 1 sandy clay 1 GM -GC,
1 loam, extremely) ML,
1 stony sandy 1 CL -ML
1 clay loam, very:
1 cobbly loam. I
1 1
II*:g1
.arlow 0-10:Channery loam ---:ML, GM
10-42:Very channery :GM
I 1 loam, very '
1 flaggy loam.
1 42 :Unweathered
' bedrock.
1
11.
ock outcrop. I
* 1
ialaquepts
IISee footnote at end of table.
1
A-7, A-61 0 195-100195-100190-100180-95
A-7 1 0 195-100195-100190-100180-90
1 1 1
1 1 -
- - -
1 1
I 11
;
,A-4 1 0-10 185-100180-100170-95 150-70
1A-2, A-4150-80 150-90 ,40-90 130-60 125-50
1
I 1 ; i i
1 1 1 ; ; :
;A-1, 150-80 150-90 140-90 135-70 125-60
1 A-2, 1 1 I 1 I
1 A-4, 1 1 1 1 1
1 A-6 1 1 1 ; 1
1
; 1 : I : ;
1 1 I I I I
IA -4 1 5-10 170-80 165-75 160-70 140-55
1A-1, A-21 5-45 135-50 130-40 125-40 120-35
1 1 1 1 1 1
, 1
: : ; 1
1
; I
1 1
1 1 1
1 1
1 ; ;
g
; 1 1 ; 1 1
1
1 NP
15-25 1 NP -5
30-35 1 10-15
35-60 ; 15-40-4
40-60 1 200
1
1
20-30 1 NP -5
15-25 1 NP -5
20-35 1 5-15
1
1
15-25 1
15-25
1
NP -5
NP -5
1
fFLE AREA, COLORADO
TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued
; ; 1 Classification :Frag- Percentage •passing :
I
Soil name and ;Depth; USDA texture ; ; :ments ; sieve number-- ;Liquid
map symbol : 1 I Unified I AASHTO : > 3 : ; ; I ; limit
1 ,inches, 4 I 10 : 40 : 200
In ; I 1 Pct i 1 i : : Pet
clay, clay loam
29, 30, 31 ; 0-8 ;Clay loam ICH, CL IA -7 ; 0 :95-100195-100;95-100;75-95 ; 45-55
I
eldt ; 8-60ISilty clay, 'CH, CL IA -7 ; 0 :95-700:95-700;95-700;75 95 ; 45-55
; 1 1 1 I 1 I
: : ; ; ; ;
32 : 0-11:Clay loam ,CL -ML, CLIA -4, A-61 0-5 195-100190-100;70-95 :50-80 : 20-35
I olderness Variant:ll-30,Clay ICL, CH IA -7, A-6: 0-5 :95-100;90-100;80-95 ;60-85 ; 35-60
:30-60IClay loam ICL :A-6, A -7I 0-5 :95-100;85-100;65-90 :50-75 : 30-40
• : 1 ; 1 4
3,, 34 1 0-8 :Stony loam ISM, GM 1A-1, A-2: 5-25 :50-75 ;45-60 :30-45 :20-35 : 20-25
Ildefonso : 8-60:Very stony loam,:SM, GM 1A-1, A-2:20-70 140-75 :35-60 :25-50 :10-30 : 20-25
: 1 very gravelly : : 1 I 1 4 1 '
I/ '
: 1
; sandy loam. : : 1
: ; 1 1
: : 1 1 ; ; ;
3, :
Ildefonso 1 0-8 :Stony loam ISM, GM :A-1, A -2I 5-25 :50-75 :45-60 ;30-45 :20-35
I 1 8-60;Very stony loam,ISM, GM IA -1, A-2120-70 140-75 35-60 125-50 110-30
very gravelly ; 1 ; 1 1
: : sandy loam. : 1 1 : 1
1 1 { ;
Lazear , 0-4 ,Gravelly loam ---;ML, GM ,A-2, A-4: 0-5 150-80 ;50-75 ;40-65 :30-55
I
1 4-16:Gravelly loam, IML, GM :A-2, A-4110-20 ;60-95 :55-85 :50-80 ;30-70
1 1 cobbly loam. : ; 1 1 1
16 ;Unweathered 1 : : : 1
: : bedrock. ; 1
4
: 1 1 1
37 0-6 ,Channery loam---:GM-GC, :A-4 : 5-20 ,70-75 ,60-75 ,45-65 35-55 ; 20-30
I
'igul 1 CL -ML 1 :
1 6-17:Very channery :GM -GC ;A-2 : 5-20 ;20-50 ;20-50 115-30 : 5-15 : 20-30
1 sandy clay 1 1 1 : 1 '
loam. 1 ; 1
I
; 17 ;Unweathered ; 1 -- 1 ;
bedrock. 1 1 ;
31S*: : 1 ; 1 1 1
Irigul : 0-6 ;Channery loam---:GM-GC, 1A-4 : 5-20 :70-75 :60-75 145-65 :35-55
II
I CL -ML 1 : : 1 : :
1 6-17:Very channery :GM -GC, :A-2 : 5-20 :20-50 :20-50 :15-30 1 5-15
1 ; sandy clay 1 GP -GC 1 ; 1 : 1
1 1 loam. 1 1 1 1 1
17 :Unweathered : 1 --- : 1 1
li
' bedrock. 1 ; 1 1 1 1
1 , 1 1 1 , 1
arman 1 0-3 :Channery loam ---;GM, SM, IA -1, A-21 0-15 160-80 150-75 :40-60 130-50
: GM -GC, 4 '
1 1 ; GP -GC 1
11 : 3-13:Very gravelly 1GM IA -1, A-2: 0-15 ;35-55 130-50 130-45 120-35
: : loam, channery 1 : 1 1 : 4
1 1 loam, very 1 : :
1 1 ;
1 1 channery loam. 1 1 : : 1 1
13 ;Unweathered ; 1 --- 1 : - - 1 - -
bedrock. 1 ; : 1 1
II1 ; ; : : :
3 : 0-3 :Loam :ML ;A-4 ; 0 :80-100:75-100:70-95 155-70 ,
Jerry ; 3-40:Gravelly clay ;GC, CL, :A-6, A-7; 5-30 :60-90 160-80 ;45-70 :35-70 :
1 ; loam, cobbly : CH 1 ; : : '
II
1 1 clay loam, : 1 : I 1 ;30-60 11 cobbly clay. :1 ,:: 1 :40-60:Gravelly loam, :GC, CL, 1A-2,5 30 :60-90 160-75 140-70 :
1 ; cobbly clay. : CL -ML, ; A-4, 1 ; ; 4 1
; 1 : GM -GC ; A-6, ; ; : i i111,
1 I A 7 ; : I : 1 ;
41 , 0-60:Loam in :A-4 , 0-5 :75-100:75-100160-90 150-75 1 20-30
Kim : 1 1 1 : : : 1 1
1 1 ;
I, 0-60:Loam IML 1A-4 , 0-10 180-100;75 100;70-95 .50-75 ; 25-35
mphier : . 1 I 1 ' 1 1
See footnote at end of table.
II
137
,
Plas-
ticity
: index
25-35
1 25-35
:
1 5-15
: 15-35
: 10-20
NP -5
NP -5
20-25 : NP -5
20-25 : NP -5
•
1
20-30 : NP -5
20-30 ; NP -5
1 5-10
: 5-10
20-30 1 5-10
20-30 1 5-10
30-40 1 5-10
30-40 : 5-10
20-35 : NP -10
35-60 1 20-35
20-45 1 5-25
1
NP -5
NP -5
138 SOIL SURVEY
TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued
I ; ; Classification :Frag- ; Percentage passing 1 :
Soil name and :Depth; USDA texture I :lments 1 sieve number-- :Liquid : Plas-
map symbol , I : Unified : AASHTO i > 3 : : : : limit : ticit
: : : ::inches; 4 I 10 1 40 : 200 1 : index
1 In 1 : : : Pct : : : : : Pct :
43 : 0-5 :Silty clay loam ICL IA -6 : 0 : 100 : 100 :95-100:70-90 1 30-50 1 15-30
Limon 1 5-60:Silty clay loam,:CH, CL :A-7 : 0 : 100 : 100 :95-100:65-95 : 40-60 1 20-40
1 : Silty clay, 1 : : : 1 : : : ,
I 1 : clay. � : : :
4 44 i1 I
I 144 4
4
44 : 0-5 :Loam :CL :A-6 : 0-5 :90-100:85-100:80-95 160-75 : 30-40 : 10-15
Morval : 5-17:Silty clay loam,,CL :A-6 : 0-10 :85-100:80-100:65-95 :60-80 : 30-40 1 10-15
: : clay loam. : : : : 1 : : : I
117-60/Stony clay loam,:CL, SC :A-6 :15-35 :75-85 :70-80 :55-70 :40-60 1 25-35 : 10-15
1 1 stony loam. I : : : : : : :
i4 4
Morval 1 0-5 :Loam :CL :A-6 1 0-5 :90-100:85-100180-95 :60-75 1 30-40 1 10-15
: 5-17:Silty clay loam,ICL :A-6 1 0-10 :85-100180-100:65-95 :60-80 1 30-40 : 10-15
: 1 clay loam. : I : I : 1 : 1 1
:17-60:Stony clay loam,ICL, SC :A-6 :15-35 :75-85 170-80 :55-70 :40-60 1 25-35 : 10-15
stony loam. 1 g
i 4
Tridell 1 0-10:Stony loam 1CL-ML, :A-4 : 5-20 170-80 165-75 155-65 140-55 : 20-30 : 5-10
GM -GC, ''
: i : SM -SC 1 : : : : : :
:10-60:Very stony loam :ML IA -4 135-70 165-95 :60-90 155-75 150-65 1 15-25 1 NP -5
1 I 1 : 1 : I : :
46, 47 1 0-111Channery loam ---:GM, 1A-2, A-41 0-5 160-85 150-75 135-65 :30-60 125-35 1 5-10
Nihill I I : GM -GC, : : 4 : :
: 1 1 SM , ML 1 : : : : : : :
111-60:Very channery IGM, GM-GC:A-1, A-21 0-5 I30-60 :20-50 115-40 110-35 : 20-30 : NP -10
loam, very
: : channery sandy : 1 : I : : I
: 1 loam. 1 1 1 1 1
148
Northwater
49, 50, 51
Olney
52
Parachute
1 0-25:Loam :CL -ML, IA -4 1 0
: I SM -SC 1
:25-50:Very channery IGC, GM-GC:A-6, 125-30
: : clay loam, very: I A-2,
1 channery loam. 1 I A-4
1 50 :Unweathered 1 1 ---
: : bedrock. : 1
: :
1 0-12:Loam ICL -ML, ML1A-4 1
112-33:Sandy clay loam :SC, SM-SC:A-4, A-61
:33-43:Gravelly sandy :SC, IA -2 I
: 1 clay loam, : SM -SC, : I
: : gravelly sandy 1 GC, 1 1
: 1 loam. 1 GM -GC 1 1
143-60:Very gravelly :GM, IA -2, A-11
1 1 sandy loam, 1 GM -GC, 1 1
: 1 very gravelly 1 GC : I
: : sandy clay 1 1 1
: 1 loam. 1
: 1 :
1 0-5 :Loam ICL -ML :A-4 1
1 5-18:Loam ICL, 1A-4, A-61
: 1 : CL -ML, 1 :
: : 1 SM -SC, 1 1
I 1 I SC 1 1
:18-29:Very channery :GM -GC, GM:A-1, A-21 5-30
1 1 loam, very 1 1
: 1 channery sandy 1 1
1 loam. I 1
1 29 :Unweathered 1 --- 1 1
: 1 bedrock. : 1
: : I :
75-95 175-90 160-85
40-60 140-50 135-45
:45-65
130-40
0 195-100195-100165-90 150-70
O 195-100175-90 165-85 :35-45
O 150-85 150-75 135-55 120-35
: : i i
1 : : 1
O :30-50 :30-50 :20-35 110-25
i, , i
: : : :
: : : :
: : : :
0 190-100190-100165-95 150-75
O 175-100175-95 :70-95 135-75
See footnote at end of table.
:
: : :
125-40 120-30 115-30
1 � I
: 1
---
110 -20
: 20-30 : 5-10
: 20-35 : 5-15
1
:
1 20-35 : 5-10
1 20-35 : 5-15
1 20-30 1 5-15
115-30 : NP -15
1 :
20-30 : 5-10
1 20-35 : 5-15
•
: 15-25 : NP -10
I :
: 1
i i
1
IRIFLE AREA, COLORADO
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS
IThe symbol < means less than; > means more than. Entries under "Erosion factors --T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated]
141
II
1 Erosion ;
Soil name and IDepth;Clay <2mm: Permeability ;Available; Soil :Salinity; Shrink -swell ; factors :Organic
map symbol : ; ; 4 water ;reaction; : potential :----T----:
_T_; matter
I I 1 ;capacity 1 : : ; K ; T ;
In ; Pct 1 In/hr 1 In/in: pH ;mmhos/cm1 1
; ; Pct
I 4: 0-8 4 20-25 ; 0.6-2.0 ,0.16-0.19;7.4-7.8 , <2 :Low :0.28: 5
; 3-5
Almy Variant 1 8-34: 30-35 ; 0.2-0.6 ;0.18-0.20;7.4-8.4 4 <2 ;Moderate ;0.32;
134-601 20-35 1 0.6-2.0 ;0.13-0.15;7.9-8.4 ; <2 :Low ;0.32; ;
I . ; ; ; ; ; ; ; 4 4
rle ; 0-101 15-25 ; 0.6-2.0 ;0.07-0.09;7.4-8.4 ; <2 ;Low ;0.10; 2 2-4
:10-32: 10-25 1 0.5-2.0 ;0.06-0.09:7.9-8.4 4 <2 ;Low :0.10;
32 1 --- 1 --- ; --- ; -- ; --- ; ; 4
,
' Ansari ; 0-10; 18-25 ; 0.6-2.0 10.10-0.13;7.9-8.4 , -<2 ;Low ;0.15; 1 2-4
110-181 16-20 ; 0.6-2.0 ;0.08-0.12;7.9-8.4 ; <2 ;Low :0.15:
1 18 ; ; ; 1 1 : ; 4
Rock outcrop.
4 ; 0-3 ; 15-27 0.5-2.0 0.16-0.18; >7.9 Low 0.324 5 40.5-1
<4 ;
Arvada 1 3-17: 35-45 ; 0.06-0.2 10.07-0.09; >8.4 <4 ;High 10.32;
:17-60: 28-40 ; 0.05-0.2 10.09-0.11; >7.8 ; <8 ;High ;0.32:
II6 ; 0-5 1 10-20 0.5-5.0 0.11-0.16;6.6-7.8 <2 ;Low :(21.24
,0.17: 50.24
4 1-3
Ascalon 15-301 20-30 4 0.o 2.0 ;0.13-0.1516.6-7.8 4 <2 ;Moderate ;
130-60: 15-25 ; 0.5-6.0 ;0.11-0.15;7.9-8.4 4 <2 :Low 1
4 ; ; 4 4 4 4 ;
li:
Ascalon ; 0-5 : 10-20 ; 0.6-6.0 40.11-0.16:6.6-7.8 , <2 ;Lou 10.171 5 ; 1-3
1 5-301 20-30 ; 0.6-2.0 10.13-0.15;6.6-7.8 1 <2 ;Moderate 10.24;
:30-604 15-25 1 0.6-6.0 :0.11-0.15:7.9-8.4 ; <2 ;Low :0.241
I I I 4 I 4 I I
I
Pena ; 0-12: 15-25 : 0.6-2.0 :0.12-0.15;7.4-7.9 ; <2 :Low 10.281 3 ; 1-3
112-601 15-25 ; 0.6-2.0 10.03-0.0817.9-8.4 : 2-4 ;Low 10.24:
,
: : ; ; 4 ;
•: : : 1 1 1 ;
vAAtencio ; 0-111 10-20 1 2.0-6.0 10.12-0.14;7.4-7.8 : <2 :Low 10.24; 3 , 2-4
I111-231 20-30 4 0.6-2.0 10.11-0.1317.4-7.8 ; <2 ;Moderate 40.171 1
123-28: 15-25 1 2.0-6.0 40.07-0.09:7.9-8.4 ; <2 :Low 40.10:
128-604 0-2 i 6.0-20 10.03-0.0517.9-8.4 1 <2 ;Low 40.10;
;4 1 4 4 4 4 4
Azeltine ; 0-181 10-20 1 2.0-6.0 10.08-0.1217.9-8.4 1 <2 :Low 10.10: 2 ; 2-4
118-60: 0-2 1 >6.0 ;0.03-0.0517.4-8.4 1 <2 ;Low 0.10;
' ; ; ;
' : : ' 1 :
Badland 1 1 1 ; 1 1 1
1 , , , ,
4 1
I
0, 11 : 0-144 10-18 , 2.0-6.0 40.12-0.14;6.6-8.4 1 <2 :Low 10.241 5 :o.5-1
Begay 14-244 10-20 1 2.0-6.0 40.12-0.15;7.4-$.4 4 <2 ;Low 10.321
24-60; 10-15 : 2.0-6.0 :0.08-0.11:7.4-8.4 : <2 :Low 40.324
4 4 4 1 4 ,
12*: ; ; ; ; 1 1 4 4
I
Bucklon ; 0-5 1 20-27 ; 0.06-0.2 :0.17-0.20 6.1-7.3 1 -<2 Moderate 0.321 1 2-5
5-15; 20-35 1 0.06-0.2 10.16-0.18 6.1-7.3 1 <2 :Moderate :0.37;
15 1 ; 1 ; 1 :
4 ; 1 ,
Inchau ; 0-3 ; 15-27 1 0.6-2.0 10.16-0.1846.1-7.8 , <2 ,Low I;0 .324 3 4 2-5
3-361 20_35 1 0.6-2.0 ;0.11_0.1516.1_7.8 ' <2 ;Low ;0.281 4
36 - :1 1 1
1 1
13, 14, 15 4 0-131 10-20 , 0.6-2.0 ,0.12-0.1417.9-8.4 1 <2 ,Low :0.28: 5 10.5-2
Chilton 113-604 10-18 ; 2.0-6.0 10.07-0.0947.9-8.4 1 <2 ;Low 10.151 1
4 ; 1 ; ; 4 4
116 ; 0-4 1 10-25 4 0.6-2.0 10.16-0.18:6.6-7.8 1 <2 ;Low :0.371 5 1 2-4
Cimarron 1 4-601 35-45 1 0.06-0.2 10.14-0.16:6.6-7.8 1 <2 :High 10.321
1
1
See footnote at end of table.
142
SOIL SURVEY
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
1 1 1 1 1 1 : : ; Erosion :
Soil name and :Depth:Clay <2mm: Permeability ;Available: Soil :Salinity; Shrink -swell : factors :Organic
map symbol mbol : : : : water :reaction: : potential ; : : matter
'
1 :capacity : : : : K : T :
; I
: In : Pct : In/hr •
: In/in ; :mmhos/cm; : ;
1
' ,RIFLE AREA, COLORADO 143
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
; Erosion ;
Soil name and ;Depth:Clay <2mml Permeability ;Available; Soil ,Salinity; Shrink -swell 1 factors ;Organic
map symbol ; ; ; water :reaction 1 potential ; 1 1 matter
; ;capacity 1 1 1 K ; T 1
; In ; Pct ; In/hr ; In/in ; PH mmhos/cm; ; ; ; Pct
I I
35*: ; ; ; ; ; ; 1 1
Lazear ; 0-4 ; 15-25 ; 0.6-2.0 ,0.14-0.16;7.9-9.0 ; <2 ;Low ,0.20, 1 ;0.5-1
;0.20;
; 4-16; 20-25 ; 0.6-2.0 ;0.14-0.16;7.9-9.0 ; <2 ;Low ;
1 , I
136, 37
Irigul ; 0-6 ; 15-27 1 0.6-2.0 ;0.09-0.11;6.1-7.8 ; <2 ;Low
0.6-2.0 ;0.05-0.07;7.4-8.4 ; <2 ;Low :0.281 1 ; 1-3
1 6-171 20-35 ; ,0.20,
1
11 I
I I 1 1 , 1 ; 1 1
38*:
1 ; ; ; 1 1 ; 1
I
Irigul 1 0-6 15-27 ; 0.6-2.0 0.09-0.1116.1-7.8 <2 ;Low ;0.28; 1 ; 1-3
6-17; 20-35 ; 0.6-2.0 ;0.05-0.07;7.4-8.4 : <2 ;Low 0.20; ;
Starman 1 0-3 ; 15-25 : 0.6-2.0 ;0.09-0.11;7.4-9.0 ; <2 ;Low;0.24; 1 ; 1-2
; 3-13; 18-25 ; 0.6-2.0 ;0.09-0.11;7.4-9.0 ; <2 ;Low 10.28;
, 1 ,
39 ; 0-3 ; 15-35 1 0.6-2.0 ;0.16-0.18;6.6-7.3 I <2 ;Low ;0.32; 5 ; 3-5
II Jerry ; 3-401 35-45 1 0.06-0.2 10.13-0.1516.6-8.4 ; <2 ;High ;0.28; ;
;40-601 20-50 ; 0.6-2.0 ;0.13-0.1517.9-8.4 ; <2 ;Moderate ,0.20;
1
1
1 �
40, 41 ; 0-60; 15-25 ; 0.6-2.0 ;0.15-0.1817.4-8.4 1 <2 ;Low :0.32;
Kim ; ; 1 1 1' ' ' '
' 1 I 1 ;
1 1
1142 0-60; 20-27 0.6-2.0 ;0.18-0.21,6.1-7.3 : <2 ,Low ;0.28;
Lamphier ; ; � ,'
43 ; 0-5 ; 30-40 , 0.2-0.6 ;0.14-0.17;7.4-8.4 ; 2-8 ,High ;0.28;
II Limon 1 5-60; 35-60 ; 0.06-0.2 ;0.12-0.16;7.9-9.0 ; 2-8 ;High 10.32;
41 I 1 1 ; 1
14 ; 0-5 ; 22-32 , 0.6-2.0 ;0.18-0.21;6.6-8.4 : <2 ;Moderate 10.37; 5
Norval 1 5-171 28-35 ' 0.6-2.0 10.14-0.21;7.4-8.4 1 <2 ;Moderate 10.43:
;17-601 20-35 I 0.6-2.0 :0.08-0.10;7.8-8.4 ; <2 ;Moderate ;0.241
I
15* ' 1 ; ; ; I ; ;
Norval ; 0-5 ; 22-32 1 0.6-2.0 ;0.18-0.21;6.6-8.4 ; <2 ,Moderate ;0.37;
1 5-17, 28-35 ; 0.6-2.0 ,0.14-0.21;7.4-8.4 ; <2 ,Moderate ,0.43;
117-60; 20-35 ; 0.6-2.0 ;0.08-0.10,7.8-8.4 ; <2 ;Moderate 10.24;
II Tridell ; 0-101 15-27 1 0.6-2.0 0.11-0.1317.4-8.4 1 <2 ;Low 10.28; 3
;10-60; 15-20 ; 2.0-6.0 0.06-0.08;7.9-8.4 ; <2 ;Low ;0.20;
; ; ; ; 1 1 ; ;
46, 47 ; 0-11; 10-27 ; 0.6-2.0 0.12-0.16;7.4-8,4 1 <2 ;Low 10.24; 2
IINihill ;11-601 15-27 1 2.0-6.0 0.06-0.0917.9-9.0 1 <4 ;Low ;0.20;
,
5 10.5-1
5 1 2-4
5 ;0.5-1
1-2
5 ; 1-2
8 1 0-25; 20-27 1 0.6-2.0
Northwater 125-501 20-35 1 0.6-2.0
; 50 1 --- 1 ---
11.9, 50, 51 1 0-121 18-24 ; 0.6-2.0
Olney ;12-33; 22-26 ; 0.6-2.0
;33-43; 18-22 ; 0.6-2.0
;43-601 16-22 ; 0.6-2.0
1 I I
2 ; 0-5 1 15-25 1 0.6-2.0
Parachute 1 5-181 15-25 1 0.6-2.0
118-29; 15-25 ; 2.0-6.0
29 ; --- ; ---
1 ;
3*: ; 1 1
Parachute 1 0-5 ; 15-25 1 0.6-2.0
; 5-181 15-25 1 0.6-2.0
,18-291 15-25 1 2.0-6.0
29 1 --- 1 ---
I I
0.13-0.18;6.6-7.8 I <2 ;Low
0.08-0.10;6.6-7.8 1 <2 ;Low
1
1
1
See footnote at end of table.
10.321 5
10.201
0.15-0.18;6.6-8.4 ; <2 ;Low
0.14-0.16;7.4-8.4 ; <2 ;Moderate
0.10-0.15;7.9-8.4 ; <2 ;Low
0.07-0.10;7.9-8.4 ; <2 ;Low
0.16-0.18;6.6-7.8 ; <2 ;Low
0.14-0.16;6.6-7.8 ; <2 ;Low
0.03-0.0616.6-7.8 I <2 ;Low
0.16-0.1816.6-7.8 ; <2
0.14-0.16;6.6-7.8 1 <2
0.03-0.06;6.6-7.8 ; <2
;
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1 1
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0-1
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1-2
3-6
1 I
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;Low ;0.241 2 ; 3-6
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1 1
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147
EXHIBIT C
ENGINEERS
SURVEYORS
Sr'M
SCHMUESER
GORDON MEYER
Exhibit C
Adjoining Owners
2183-321-00-042
Hanson, Harold C. & Arlys N.
35448 Highway 47 NW
Cambridge MN 55008-7563
2183-322-00-036
Faas, Faye
1230 Grand Avenue
Glenwood Springs CO 81601
2183-322-00-015
Bromley, Kirby
7518 312 Road
New Castle CO 81647
2183-324-00-012
Cook, Theda Harris, Thomas Chaplain
PO Box 32
Golden CO 80402-0392
2183-332-00-013
Morgan, Lee & Wilma L.
1205 Walz Avenue
Glenwood Springs CO 81601-3252
2183-321-00-959 & 957
Bureau of Land Management
PO Box 1009
Glenwood Springs CO 81602
1
1
1
1 ADJOINING OWNERS MAP
EXHIBIT D
SCM
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
Exhibit D
Ownership
Bernard R., Martha L. & Kevin Long
1/3 interest each
7701 County Road 312
New Castle CO 81647
FEB -19-97 WED 15:00 GLENWOOD INDEPENDENT BK FAX NO. 3039458185 �,
C is and Stipulations Cootir6i6
ed Itrade cover L%�/j
POLICY OF TITLE INSURANCE
SCHEDULE A
Amount of Insurance:
Premium: $515.75
Date of Policy: 16TH
1. Name of Insured:
$145,000.00
P. 01
Policy No. 554-932715
File No. 9601013
DAY OF MARCH 1996, AT 7:59 A.M.
GLENWOOD INDEPENDENT BANK
2. The Estate or interest in the land described in this
Schedule and which is encumbered by the insured Mortgage is
Fee Simple and is at date of Policy vested in:
BERNARD R. LONG, MARTHA L. LONG AND KEVIN J. LONG
3. The Mortgage, herein referred to as the Insured Mortgage,
and the assignments thereof, if any, are described as follows:
Deed of
Long to
Glenwood
$146,286
in Book
4. The land
forth in
Garfield
Trust from Bernard R. Long, Martha L. Long and Kevin J.
the Public Trustee of Garfield County for the use of
Independent Bank showing an original amount of
.89, dated February 23, 1996, and recorded March 15, 1996
970 at Page 495.
referred to in this policy is described as set
the insured mortgage, is situated in the County of
, State of Colorado, and is identified as follows:
SEE EXHIBIT "A" ATTACHED HERETO
AND MADE A PART HEREOF
COUNTERSIGNED:
dk
NM 2 PA 20
ALTA Loan Policy
FOR1! 1191-2
(10-17-92)
Authorize Officer or Agent
FEB -19-97 WED 15:00 GLENWOOD INDEPENDENT BK FAX NO. 3039458185 P.02
FILE NO. 9601013
EXHIBIT "A"
All that part of the Northwest One -Quarter of the Northeast
One -Quarter (NW1/4NE1/4) and the .Southwest One -Quarter of the
Northeast One -Quarter (SW1/4NE1/4) lying southwesterly of the center
line of Garfield Creek. Also that part of the Southwest One -Quarter
of the Northeast One -Quarter (SW1/4NE1/4) described as follows:
Beginning at the intersection of the center line of Garfield Creek
and the East line of the SW1/4NE1/4; thence North 108 feet; thence
West 609 feet more or less to the center line of said creek; thence
in an easterly direction along the center line of said creek to the
POINT OF BEGINNING, ALL in Section 32, Township 6 South, Range 90
West of the 6th P.M. in Garfield County, Colorado.
IIFEB -19-97 WED 15:00 GLENWOOD INDEPENDENT BK FAX NO. 3039458185 P.03
Policy No. 554-932715
File No. 9601013
SCHEDULE B -- PART I
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.
Exceptions Number 1, 2, 3 and 4 are hereby omitted
5. Any and all unpaid taxes, assessments and unredeemed tax sales.
6. Any lien or charve on account of the inclusion of subject property in
an improvement district.
7. Right of the proprietor of a vein or lode to extract and remove his
ore therefrom, should the same be found to penetrate or intersect
the premises hereby granted, and a right of way for ditches or
canals as constructed by the authority of the United States, as
reserved in United States Patent recorded January 5, 1895 in Book 12
at Page 348.
8. Reservation of an undivided one-half interest in all oil and gas
reserved by D.W. Deakel in deed recorded October 26, 1951 in Book 260
at Page 506 and any and all interests therein or assignments thereof.
9. Reservation of a 20 foot easement along the West line of the
NW1/4NE1/4 as reserved by Barton Porter in deed recorded August 10,
1978 in Book 514 at Page 46 and any and all interests therein or
assignments thereof.
10. Twenty foot right of way and easement to construct, re -construct,
enlarge, operate, maintain and remove an electric transmission or
distribution line or system as granted to Holy Cross Electric
Association, Inc., in instrument recorded December 5, 1978 in Book
519 at Page 843.
11. Easement for ingress, egress and utility purposes as granted to
Barton Porter by Gregory Addison and Edith Ann Addison in instrument
recorded aline 30, 1980 in Book 550 at page 895. (Affects the West 30
feet of the NW1/4 NE1/4)
CONTINUED ON PAGE 2
NOTE: unless Schedule B Part II is attached there are not subordinate matters that
affect the title to the estate or interest referred to in Schedule A.
American Lard Title Association
login Policy Schedule B - Part I Form t006-56
IIFEB -19-97 WED 15:01 GLENWOOD INDEPENDENT BK
FILE NO. 9601013
FAX NO. 3039458185
SCHEDULE B - CONTINUED
P. 04
12. Reservation of one-half of all minerals and mineral rights as
reserved by Gregory Addison and Edith Ann Addison in deed recorded
September 14, 1982 in Book 608 at page 173.
13. Easement and right of way granted to Holy Cross Electric Association
in instrument recorded November 22, 1989 in Book 767 at Page 590.
14. Terms and conditions of conditional use permit recorded September 25,
1985 in Book 676 at Page 177.
15. Terms and Conditions of easement agreement by and between Bernard R.
Long, Martha L. Long, Kevin J. Long and Xiomy Long, Larry R.
Schmueser and Virginia S. Schmueser recorded January 5, 1984 in Book
641 at Page 683.
16. Terms and conditions of easement agreement by and between Bernard R.
Long, Martha L. Long, Kevin J. Long and Xiomy Long, Michael A. Clark
and Lila L. Clark recorded February 7, 1983 in Book 620 at Page 37.
17. Any loss or claim due to the fact that the acknowledgement on the
Quit Claim Deed recorded July 2, 1993 in Book 867 at Page 705 is
incomplete.
(PAGE 2)
EXHIBIT E
SCHMUESER
GORDON MEYER
ENGINEERS
SURVEYORS
Exhibit E
Legal Description
All that part of the Northwest One -Quarter of the Northeast One -Quarter (NW 1/4 NE 1/4)
and the Southwest One -Quarter of the Northeast One -Quarter (SW 1/4 NE 1/4) lying
southwesterly of the center line of Garfield Creek. Also that part of the Southwest One -
Quarter of the Northeast One -Quarter (SW 1/4 NE 1/4) described as follows: Beginning at
the intersection of the center line of Garfield Creek and the East line of the SW 1/4 NE 1/4;
thence North 108 feet; thence West 609 feet more or less to the center line of said creek;
thence in an easterly direction along the center line of said creek to the Point of Beginning,
All in Section 32, Township 6 South, Range 90 West of the 6th P.M. in Garfield County,
Colorado.
Together with all easements or rights of way appurtenant to or used with said parcel.
Together with all of grantors' interest in and to:
(1) 74.52 cubic feed per minute of time (being 552.41 gallons per minute of time) of
water out of priority No. 172 H in the Williams #2 Ditch out of Garfield Creek.
Together with all ditches and/or easements or right of way used therewith.
(2) The unadjudicated spring providing domestic water to the residence known as 770
312 Road, New Castle, Colorado, located on the parcel described above.