HomeMy WebLinkAbout1.0 ApplicationJUN 1 1 1997
GARFIELD COURTY
SKETCH PLAN SUBMITTAL
FOR
HAMMES SUBDIVISION
June 6, 1997
HAMMES SUBDIVISION
GARFIELD COUNTY, COLORADO
SKETCH PLAN SUBMITTAL
June 6, 1997
OWNER:
Mike & Lenore Hammes
5363 County Road 100
Carbondale, CO 81623
(970) 963-9298
ENGINEER:
High Country Engineering, Inc.
923 Cooper Avenue
Glenwood Springs, Colorado 81601
(970) 945-8676
HCE Job Number 97046.01
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TABLE OF CONTENTS
INTRODUCTION
LAND USE BREAKDOWN
PHASING
DRAINAGE
WATER SUPPLY SYSTEM
WASTEWATER TREATMENT
GEOLOGIC HAZARDS
UTILITIES
APPENDICES
APPENDIX A - PROPERTY DESCRIPTION
APPENDIX B - SOIL CONSERVATION SERVICE MAPS AND DESCRIPTIONS
APPENDIX C - PORTION OF ASSESSOR'S MAP
APPENDIX D - PROOF OF ACCESS
DRAWINGS
24" X 36" SKETCH PLAN DRAWING 1" = 200'
(Five submitted separately.)
INTRODUCTION
The proposed Hammes Subdivision is located adjacent to the Wooden Deer Subdivision's
easterly boundary, approximately three miles northeast of the Town of Carbondale as shown
on the Vicinity Map (Exhibit A). More specifically, the 44.5 acre parcel of land is a portion
of the South Half of the South Half of Section 24, Township 6 South, Range 93 West, of the
Sixth Principal Meridian (complete property description is included in Appendix A). The
property will be subdivided into four residential lots ranging in size from approximately 7
acres to 17 acres, as shown on the Sketch Plan Drawing (included as Exhibit B).
The property is currently zoned A/R/RD, Agricultural/Residential/Rural Density, and no
change in zoning is requested. Other than one single family dwelling, the parcel presently sets
on a mild ridge in its natural state of mostly pinion trees and sage brush. The pattern of
adjacent property ownership is shown on the portion of the county assessor's map which is
included in Appendix C.
Impacts from the proposed development will be minimal. There are no lakes or perennial
streams within the project which could be affected. Site impacts will be minimal with the
addition of three new residential dwellings, upgrade of the existing access road to County
standards, and a 500 lineal foot extension of the existing access road to the most westerly lot.
Fill slopes and cut slopes will be minimal. All disturbed areas will be revegetated with a
native grass seed mixture.
LAND USE BREAKDOWN
1. Existing zoning is A/R/RD - no required change.
2. Total development area = 44.5 ± acres.
3. Total number of lots = 4.
4. Total number of principal dwelling units = 4.
Note: Guest homes will be allowed in accordance with the County's Special Use
Permit process.
5. Total area of proposed non-residential floor space = none.
6. Total number of individual dwelling units proposed for each structure = 1.
7. Total number of proposed off street parking spaces - each home must provide a
minimum of four off street parking spaces.
8. Total proposed density = 1 dwelling unit/11.2 acres.
7/25 X
6400 „
+6289
- -...............
...-.,.-
VICINITY MAP
A PORTION OF CARBONDALE QUADRANGLE
SCALE: 1" = 2000'
EXHIBIT "A"
6700
5700--
6675
5650
N8914.09 -W .. ... ..
7.
.962.58:.'
6584t2'
SKETCH PLAN
HAMMES -SUBDIVISION
A PARCEL OF LAND SITUATED IN THE SOUTH HALF OF SECTION 24,
TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN
•
'EXtSTINC SEPTIC
FIELD AREA-.
714 -ACRES +/'- • -'. i,".. . ' .
EXFSTING \
.GRAVEL DRIVE . •. 'N
3.39
58914'09-E 313.94'
28564..7:---.-1-716.06*]
N88'58'0i-W
3
10.11. ACRES +/-
68194'
%-9.67 ACRES +/—:•
6675
-...30!--FT WIDE
ACCESS EASEMENT
6600 .... .589'03'04-E -..
•
6575
LAND USE
::ACRES +/.,—
:EX1$T1NQ RESIDENCE -
PROPOSED 50'
ACCESS`EASEMEN
- S89:03:041• .292.40' -
NOTES
•
I. OT NO ARFA (ACRESt/-1 DWELL I NG UNIT ZONE 1. 8.05TING GROUND SURFACE rOPOCAAPHY DEVELOPED 6Y i51ERP0010N FROA2
U.SGS. 710)RANGE MAP.
1 7.14 A/R/RD 2. 1504MOUAL BELLS MU. BE DEVELOPED GOR EACH DMi117RG w11401
3 INOTADUAL SEWAGE DISPOSAL SYSTEM MU. BE CONSTRUCTED FOR EAOH O'AE111NG
2 17.58 A/R/RD UNIT/LOT.
3 10.11 A/R/RO 4. UDUrY PROHEERG
ELECIRIG
H0
4 9.67 A/R/RD B.TELEPHONE.E. 115. CROSS
TOTAL 4 LOTS
44.50 4
TOTAL DENSITY " 1 UNIT PER 11.2 ACRES
68816'13"r "
•
LEGEND
6725
. - 6775
0 005T0G PROPERTY CORNER
BOUNDARY AND LOT UNE
0051ING EASEMENT
PROPOSED EASEMENT
-Lt- UNDERGROUND 010019UC
OVERHEAD ELECIMC
-Y 1 EEM0 UNE
.-. .. .. 25' 0041039 1515012845
-. - - 5' CONTOUR n1ERVALS (INIFAPO.ATED)
= = = = ACCESS DRAPE
0051610 SQL
PLANNER
MUSE ARCHITECTS, INC.
417 MAIN STREET, STUDIO A
CARBONDALE, COLORADO 81623
OWNER
MIKE AND LENORE HAMMES
5363 COLORADO ROAD
CARBONDALE, COLORADO 81623
VICINITY MAP
SCALE: 1" = 2000'
GRAPHIC SCALE
ZOO
( IN Peer )
1 URce - 100 18.
EXHIBIT B
c
i
n
0
3
0.
84
PROJECT NO.
97046.01
SHEET
OF
PHASING
The project is not proposed to be phased.
DRAINAGE
No definite drainage channels exist, as this parcel is currently in its native condition. Due to
the site's topography of a mild ridge running east west through the middle portion of the site,
no off-site storm or snowmelt runoff affects the site. The lack of off-site runoff decreases the
amount of grading necessary for the roadway and actual building areas and thus reduces
erosion and drainage issues.
Detention is not proposed for this development because of the large lot sizes allowing natural
diffusion of minor flows generated from proposed site improvements. The added impervious
area would be only be a few percent of the sites' total area. The diffuse flows would make
routing of flows to detention areas difficult and the construction of channels and ponds would
disturb more area and cause more erosion than warranted by any benefit gained.
In general, erosion control should consist of disturbing as little existing vegetation as possible
and, therefore, minimizing reclamation. It is anticipated that areas that must be disturbed will
be seeded with a grass mix recommended by the Soil Conservation Service.
WATER SUPPLY SYSTEM
The Subdivision's domestic water needs will be served by either an individual well for each
dwelling unit, or by a lesser number of wells with appropriate well sharing agreements.
Currently, there is one existing well providing an adequate water supply to the existing
residence. Quantity testing was performed on this well in 1991 and indicated that the well
produced a firm yield of fifteen (15) gallons per minute with acceptable drawdown. The
applicant will supply the County with more current well testing data in connection with an
application for preliminary plan approval.
One or more additional wells will be drilled to provide potable water for the new lots within
the proposed subdivision. Representatives of the applicant have conferred with the Basalt
Water Conservancy District and have confirmed that the property is within the area approved
in the existing Basalt Water Conservancy District's Substitute Supply Plan. The applicant will
enter into an appropriate contract with the Basalt Water Conservancy District to provide a legal
supply of water to the proposed wells and will operate under the District's established
Substitute Supply Plan until completion of any necessary augmentation case. The applicant
shall have the appropriate Basalt Water Conservancy District contract in place prior to
approval of preliminary plan.
WASTEWATER TREATMENT
Sewage disposal will be by individual sewage disposal systems (ISDS), typically septic tanks
and leach fields for each dwelling. Sizing and design of systems will be in accordance with
Garfield County and Colorado State regulations in effect at the time of construction. With one
ISDS apparently operating properly and the SCS soils information, there are strong indications
that the remaining three sites will have acceptable percolation rates for conventional soil
absorption systems.
Responsibility for construction, operation and maintenance of individual disposal systems will
rest with the individual lot owners, who should maintain the systems in accordance with
Garfield County Health Department regulations.
GEOLOGIC HAZARDS
There are no known geologic or radiation hazards on the site. There is no regulated floodplain
on the site.
UTILITIES
Utilities are already available to the site including electricity from Holy Cross Electric and
telephone service from US West Communications. Extensions can easily be made to service
each proposed lot. As mentioned above, domestic water will be provided from on-site wells,
and sewage treatment will be through individual sewage disposal systems.
ACCESS
The proposed Hammes Subdivision has existing legal access over an existing roadway to a
County Road. Prior to 1975, the Hammes property was part of a larger tract of land owned by
Rimledge Uranium and Mining Corporation. On December 24, 1975 Rimledge conveyed a
portion of its property lying between the Hammes property and the County Road to one Alan
Storey (copy of deed provided in Appendix D). Thereafter, on March 16, 1976 Rimledge
conveyed to one Diane Dale the property that is now the Hammes property (copy of deed
provided in Appendix D). These documents both refer to a non-exclusive access easement
from the County Road to the described property. Thereafter Storey expressly conveyed to
Dale a non-exclusive easement for access across the Storey property (copy of deed provided in
Appendix D). These access rights are appurtenant to the Hammes property and demonstrate
the necessary legal access thereto.
APPENDIX A
PROPERTY DESCRIPTION
EXHIBIT A (EASTERLY PARCEL)
PROPERTY DESCRIPTION
A PARCEL OF LAND SITUATED IN THE S1/2 N1/2SE1/4SW1/4, S1/2N1/2S1/2 SE1/4,
S1/2SE1/4SW1/4 AND THE S1/2S1/2SE1/4 OF SECTION 24, TOWNSHIP 7 SOUTH,
RANGE 88 WEST OF THE 6TH P.M., GARFIELD COUNTY, COLORADO, SAID PARCEL
OF LAND IS DESCRIBED AS FOLLOWS:
BEGINNING AT A ROCK FOUND IN PLACE AND PROPERLY MARKED FOR THE
SOUTH QUARTER CORNER OF SAID SECTION 24, THENCE N. 89°03'04"W. 292.40
FEET ALONG THE SOUTHERLY LINE OF SAID SECTION 24 THENCE N.00°46'35"E.
996.86 FEET TO A POINT ON THE NORTHERLY LINE OF SAID S1/2N1/2SE1/4SW1/4;
THENCE S.89°14'09"E. 313.94 FEET ALONG THE NORTHERLY LINE OF SAID
S1/2N1/2SE1/4SE1/4 TO A POINT ON THE NORTH -SOUTH CENTERLINE OF SAID
SECTION 24; THENCE S.88°58'01 "E. 668.64 FEET ALONG THE NORTHERLY LINE OF
SAID S1/2N1/2S1/2SE1/4; THENCE S.01°57'13"W. 1001.88 FEET TO A POINT ON THE
SOUTHERLY LINE OF SAID SECTION 24; THENCE N.88°38'13"W. 669.59 FEET ALONG
THE SOUTHERLY LINE OF SAID SECTION 24 TO THE SOUTH QUARTER CORNER OF
SAID SECTION 24, THE POINT OF BEGINNING.
COUNTY OF GARFIELD
STATE OF COLORADO
NOTE: BASIS OF BEARING FOR THIS SURVEY IN N.01°57'13"E. BETWEEN THE
NORTHEAST CORNER AND SOUTHEAST CORNER OF THE PROPERTY.
497536 B-989 P-827 08/22/96 02:54P PG 2 OF 3
EXHIBIT A
(WESTERLY PARCEL)
A PARCEL OF LAND SITUATED IN THE S1/2N1/2SE1/4SW1/4,
S1/2N1/2S1/2SE1/4, S1/2SE1/4SW1/4 AND THE S1/2S1/2SE1/4 OF
SECTION 24, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, SAID PARCEL OF
LAND IS DESCRIBED AS FOLLOWS:
BEGINNING AT A ROCK FOUND IN PLACE AND PROPERLY MARKED FOR
THE SOUTH QUARTER CORNER OF SAID SECTION 24, THENCE N. 89
DEGREES 03' 04" W. 292.40 FEET ALONG THE SOUTHERLY LINE OF
SAID SECTION 24;
THENCE N. 00 DEGREES 46' 35" E. 996.86 FEET TO A POINT ON
THE NORTHERLY LINE OF SAID S1/2N1/2SE1/4SW1/4;
THENCE S. 89 DEGREES 14' 09" E. 313.94 FEET ALONG THE
NORTHERLY LINE OF SAID S1/2N1/2SE1/4SW1/4 TO A POINT ON THE
NORTH -SOUTH CENTERLINE OF SAID SECTION 24;
THENCE S. 88 DEGREES 58' 01" E. 668.64 FEET ALONG THE
NORTHERLY LINE OF SAID S1/2N1/2S1/2SE1/4;
THENCE S. 01 DEGREES 57' 13" W. 1001.88 FEET TO A POINT ON
THE SOUTHERLY LINE OF SAID SECTION 24;
THENCE N. 88 DEGREES 38' 13" W. 669.59 FEET ALONG THE
SOUTHERLY LINE OF SAID SECTION 24 TO THE SOUTH QUARTER CORNER
OF SAID SECTION 24, THE POINT OF BEGINNING.
COUNTY OF GARFIELD
STATE OF COLORADO
APPENDIX B
SOIL CONSERVATION SERVICE MAPS AND
DESCRIPTIONS
1
Soil Survey
kuited to hay and pasture. Grasses and legumes grow
well if adequate fertilizer is used. If properly managed,
le unit can produce 4 tons of irrigated grass hay per
cre annually.
This unit is well suited to alfalfa and small grain
rps. It is limited mainly by the slope in some areas.
iting tillage during seedbed preparation and
controlling weeds help to control runoff and erosion. All
illage should be on the contour or across the slope. If
roperly managed, the unit can produce 75 bushels of
arley per acre annually.
The potential plant community on this unit is mainly
'uestern wheatgrass, needleandthread, prairie
negrass, mountain big sagebrush, and Douglas
rabbitbrush. Other plants that characterize this site are
uttongrass, Letterman needlegrass, common
nowberry, Utah serviceberry, and antelope bitterbrush.
he average annual production of air-dry vegetation is
about 1,500 pounds per acre. If the range condition
eteriorates, mountain big sagebrush, Kentucky
luegrass, Douglas rabbitbrush, and annual weeds
increase in abundance. These plants are dominant
hen the range is in poor condition; therefore, livestock
razing should be managed so that the desired balance
of the preferred species is maintained.
I
This unit is suited to homesite development. The
ain limitations are the shrink -swell potential and the
ope. The shrink -swell potential can be minimized by
prewetting foundation areas. The slope is a
inanagement concern if septic tank absorption fields are
stalled. Absorption lines should be installed on the
contour.
IThis map unit is in capability subclass IVe, irrigated
nd nonirrigated. It is in the Deep Loam range site.
I\3Empedrado loam, 12 to 25 percent slopes.
This deep, well drained soil is on fans and upland hills.
formed in alluvium and eolian material. Elevation is
6,500 to 9,000 feet. The average annual precipitation is
I5 to 18 inches, the average annual air temperature is
0 to 44 degrees F, and the average frost -free period is
75 to 95 days.
Typically, the surface layer is brown loam about 5
I
nches thick. The subsoil is clay loam about 35 inches
hick. The substratum to a depth of 60 inches or more is
clay loam. The soil is noncalcareous to a depth of 38
Iches and calcareous below that depth.
Included in this unit are small areas of soils that are
similar to the Empedrado soil but are silt loam or silty
lay loam. Also included are small areas of soils that
re similar to the Empedrado soil but have a darker,
hicker surface layer. Included areas make up about 15
rercent of the total acreage.
Permeability is moderate in the Empedrado soil.
1
Aspen -Gypsum Area, Colorado
Available water capacity is high. The effective rooting
depth is 60 inches or more. Runoff is medium, and the
hazard of water erosion is moderate.
This unit is used as rangeland or for homesite
development.
If this unit is used for irrigated crops, the main
limitation is the slope. If properly managed, the unit can
produce 3.5 tons of irrigated grass hay per acre
annually.
The potential plant community on this unit is mainly
western wheatgrass, needleandthread, prairie
junegrass, mountain big sagebrush, and Douglas
rabbitbrush. Other plants that characterize this site are
muttongrass, Letterman needlegrass, common
snowberry, Utah serviceberry, and antelope bitterbrush.
The average annual production of air-dry vegetation is
about 1,500 pounds per acre. If the range condition
deteriorates, mountain big sagebrush, Kentucky
bluegrass, Douglas rabbitbrush, and annual weeds
increase in abundance.
If this unit is used for homesite development, the
main limitation is the slope.
This map unit is in capability subclass Vle, irrigated
and nonirrigated. It is in the Deep Loam range site.
37—Etoe loam, 15 to 50 percent slopes. This deep,
well drained soil is on mountainsides. It formed in
alluvium and colluvium derived dominantly from
sandstone. Elevation is 7,700 to 8,500 feet. The
average annual precipitation is 18 to 20 inches, the
average annual air temperature is 38 to 40 degrees F,
and the average frost -free period is 70 to 80 days.
Typically, the surface layer is pinkish gray loam
about 8 inches thick. The subsurface layer is light
brownish gray extremely cobbly sandy loam about 16
inches thick. The next layer is extremely cobbly sandy
loam and extremely cobbly sandy clay loam about 11
inches thick. The subsoil is extremely stony sandy clay
loam about 25 inches thick.
Included in this unit are small areas of Cochetopa
and Ansel soils. Included areas make up about 15
percent of the total acreage.
Permeability is moderate in the Etoe soil. Available
water capacity is low. The effective rooting depth is
more than 60 inches. Runoff is medium, and the hazard
of water erosion is moderate or severe on the steeper
slopes.
This unit is used for timber, limited grazing, or wildlife
habitat. It is suited to the production of Douglas fir.
Based on a site index of 72, the potential production per
acre of merchantable timber is 5,800 cubic feet, or
24,000 board feet (International rule, 1 -inch kerf) from
an even -aged, fully stocked stand of trees 100 years
old. Generally, only foot slopes and ridges are
1
1
1
1
194 Soil Survey
TABLE 10. --BUILDING SITE DEVELOPMENT --Continued
Soil name and I Shallow
map symbol I excavations
Dwellings
without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
Lawns and
I landscaping
34
Empedrado
35
Empedrado
' 36
1
1
1
1
1
1
1
1
1
1
1
1
1
37
edrado
Etoe
38
Evanston
39, 40, 41
Evanston
42*
Fluvaquents
43*:
Forelle
Brownsto
44*:
Forelle
Brownsto
45
Forsey
46, 47
Forsey
48
Slight
Moderate:
slope.
Fughes
49
Goslin
50
Severe:
slope.
Goslin
Severe:
slope.
Slight
Severe:
slope.
Severe:
cutbanks cave,
wetness.
Moderate:
slope.
Severe:
cutbanks cave.
Severe:
slope.
Severe:
cutbanks cave,
slope.
Moderate:
large stones.
Severe:
slope.
Moderate:
too clayey.
Slight
Slight Slight Moderate:
slope.
Moderate: Moderate: Severe:
slope. slope. slope.
Severe:
slope.
See footnote at end of table.
Severe: Severe: Severe:
slope. slope. slope.
Severe: Severe: Severe:
slope. slope. slope.
Slight Slight Slight
Severe: Severe: Severe:
slope. slope. slope.
Severe: Severe:
flooding, flooding,
wetness. wetness.
Severe:
flooding,
wetness.
Moderate: Moderate: Severe:
slope. slope. slope.
Moderate: Moderate: Severe:
slope. slope. slope.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Severe:
slope.
Severe:
shrink -swell.
Slight
Severe:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Severe:
slope.
Severe:
shrink -swell.
Slight
Severe:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
slope,
large stones.
Severe:
slope.
Severe:
shrink -swell.
Moderate:
slope.
Severe:
slope.
Moderate:
frost action.
Moderate:
slope,
frost action.
Severe:
slope.
Severe:
slope.
Slight
Severe:
slope.
Severe:
wetness,
flooding,
frost action.
Moderate:
slope.
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
frost action,
large stones.
Severe:
slope.
Severe:
shrink -swell,
low strength.
Slight
Moderate:
large stones
Moderate:
large stones.
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Slight.
Severe:
slope.
Severe:
wetness.
Moderate:
large stones
slope.
Moderate:
small stones
droughty,
slope.
Severe:
slope.
Severe:
slope.
Severe:
large stone=
Severe:
large stone:
slope.
Moderate:
large stone:
Slight.
Severe:
slope.
1
1
1
204 Soil Survey
TABLE 11. --SANITARY FACILITIES --Continued
Soil name and
map symbol
Septic tank
absorption
fields
Sewage lagoon
areas
Trench
sanitary
landfill
Area
sanitary
landfill
Daily cover
for landfill
II 29*, 30*:
Rock outcrop.
1 31
Dotsero
32
Dotsero
33*:
Earsman
Rock outcrop.
34
Empedrado
35
Empedrado
Em rado
37
Etoe
38
Evanston
39, 40, 41
Evanston
42*
Fluvaquents
43*:
Forelle
Brownsto
44*:
Forelle
Brownsto
Severe:
slope.
Slight
Severe:
depth to rock,
slope.
Slight
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
percs slowly.
Severe:
slope.
Severe:
flooding,
wetness,
poor filter.
Moderate:
percs slowly,
slope.
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Severe:
seepage,
slope.
Severe:
seepage.
Severe:
seepage,
depth to rock,
slope.
Severe:
seepage.
Severe:
seepage,
slope.
Severe:
seepage,
slope.
Severe:
slope.
Moderate:
seepage,
slope.
Severe:
slope.
Severe:
seepage,
flooding.
Severe:
slope.
Severe:
seepage,
slope.
Severe:
slope.
Severe:
seepage,
slope.
Severe:
seepage,
slope.
Severe:
seepage.
Severe:
depth to rock,
slope.
Severe:
seepage,
slope.
Severe:
seepage.
Severe:
depth to rock,
slope.
Severe: Severe:
seepage. seepage.
Severe: Severe:
seepage. seepage.
Severe: Severe:
seepage, seepage,
slope. slope.
Severe: Severe:
slope, slope.
large stones.
Slight Slight
Severe:
slope.
Severe:
flooding,
seepage,
wetness.
Moderate:
slope.
Moderate:
slope,
too sandy.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
flooding,
seepage,
wetness.
Moderate:
slope.
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Poor:
slope.
Fair:
small stones.
Poor:
area reclaim,
small stones,
slope.
Fair:
small stones.
Fair:
small stones,
slope.
Poor:
slope.
Poor:
large stones,
slope.
Good.
Poor:
slope.
Poor:
seepage,
too sandy,
small stones.
Fair:
slope.
Poor:
small stones.
Poor:
slope.
Poor:
small stones,
slope.
See footnote at end of table. _.
Aspen -Gypsum Area, Colorado
TABLE 12. --CONSTRUCTION MATERIALS --Continued
215
Soil name and 1 Roadfill
map symbol
Sand
Gravel
Topsoil
30*:
Dollard
Rock outcrop.
31
Dotsero
32
Dotsero
33*:
Earsman
Rock outcrop.
34, 35
38
Poor:
area reclaim,
slope.
Evanston
39
Fair:
slope.
Evanston
90, 41
Evanston
42*
Good
Fluvaquents
43*:
Forelle
Poor:
area reclaim,
slope.
Brownsto
44*:
Forelle
Good
Fair:
slope.
Poor:
slope.
Good
Improbable:
excess fines.
Fair:
slope.
Poor:
slope.
Poor:
wetness.
Good
Improbable:
excess fines.
Improbable:
excess fines.
Good
Improbable:
excess fines.
Fair:
slope.
See footnote at end of table.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines,
large stones.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Probable
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines,
large stones.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Probable
Poor:
slope.
Poor:
small stones,
slope.
Poor:
small stones.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Poor:
area reclaim,
small stones,
slope. --
Poor:
small stones.
Poor:
small stones,
slope.
Poor:
small stones,
area reclaim,
slope.
Good.
Poor:
slope.
Poor:
slope.
Poor:
too sandy,
small stones,
area reclaim.
Fair:
too clayey,
small stones,
slope.
Poor:
small stones,
area reclaim.
Poor:
slope.
1
1
1
Aspen -Gypsum Area, Colorado 225
TABLE 13. --WATER MANAGEMENT --Continued
Soil name and
map symbol
Limitations for --
Features affecting --
Pond
reservoir
areas
1 Embankments,
1 dikes, and
I levees
Drainage
1 Irrigation
1
Terraces
and
diversions
Grassed
waterways
26*, 27*, 28*:
IIDahlquiat
1
1
1
1
1
1
1
1
1
1
1
1
1
Southace
29*, 30*:
Dollard
Rock outcrop.
31
Dotsero
32
Dotsero
33*:
Earaman
Rock outcrop.
34
Empedrado
37
Etoe
38
Evanston
39, 40, 41
Evanston
42*
Severe:
seepage,
slope.
Severe:
seepage,
slope.
Fluvaquents
43*, 44*:
Forelle
Severe:
slope.
Brownsto
Severe:
seepage,
slope.
Severe:
seepage.
Severe:
depth to rock,
slope.
Severe:
seepage.
Severe:
seepage,
slope.
Severe:
slope.
Moderate:
seepage,
slope.
Severe:
slope.
Severe:
seepage.
Severe:
slope.
Severe:
seepage,
slope.
See footnote at end of table.
Severe:
seepage,
large stones.
Severe:
seepage,
large stones.
Severe:
thin layer.
Severe:
seepage.
Moderate:
seepage.
Severe:
thin layer.
Severe:
piping.
Severe:
piping.
Severe:
large stones.
Severe:
piping.
Severe:
piping.
Severe:
seepage,
wetness.
Severe:
piping.
Severe:
seepage.
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Flooding,
large stones,
frost action.
Deep to water
Deep to water
Slope,
large stones,
droughty.
Slope,
large stones,
droughty.
Peres slowly,
depth to rock.
Droughty,
slope.
Droughty,
slope.
Droughty,
depth to rock,
slope.
Slope
Slope
Slope,
large stones,
erodes easily.
Slope
Slope
Slope,
wetness,
droughty.
Slope
Slope,
large stones,
too sandy.
Slope,
large stones,
too sandy.
Slope,
depth to rock,
erodes easily.
Slope,
droughty,
soil blowing.
Slope
Favorable
Slope,
large stones,
depth to rock.
Favorable
Slope
Slope,
large stones,
erodes easily.
Erodes easily
Slope,
erodes easily.
Large stones,
wetness.
Too arid,
large stones,
slope.
Too arid,
large stones,
slope.
Slope,
erodes easily.
Slope,
too sandy,
soil blowing.
Slope,
erodes easily,
depth to rock.
Slope,
droughty.
Droughty.
Large stones,
slope,
droughty.
Favorable.
Slope.
Large stones,
slope,
erodes easily.
Too arid,
erodes easily.
Too arid,
slope,
erodes easily.
Large stones,
wetness.
Too arid,
slope,
erodes easily.
Too arid,
slope,
droughty.
Aspen -Gypsum Area, Colorado
1 i I
TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued
Soil name and IDepthl
II map symbol 1 1
I I
1 In 1
26*, 27*, 28*:
Southace
1
1
29*, 30*:
IDollard
II Rock outcrop.
1
1
31
Dotsero
32
Dotsero
I
33*:
Earsman
1
1
1
1
,11
1
Rock
34, 35� 36--
Empedr do ,
0-10
10-22
22-60
0-4
4-33
33
0-31
31-41
41-60
I Classification IFrag- I
USDA texture I I Invents I
I Unified I AASHTO 1> 3 I
Iinchesl
I I I Pct I
235
Percentage passing 1 I
sieve number-- ILiquid I Plas-
I I I I limit I ticity
4 I 10 I 40 1200 I I index
1 I Pct
Very stony sandy SM A-2, A-4 15-35 90-100 85-95 55-90 25-50 20-25
loam.
Extremely stony SM A-2, A-1 40-65 65-80 60-75 35-50 15-30 20-25
sandy loam, very
cobbly sandy
loam.
Extremely stony SM, GM A-1 35-60 55-80 50-75 10-50 10-25
loamy coarse
sand, very
cobbly loamy
sand.
Clay loam
Silty clay, silty
clay loam, clay
loam.
Weathered bedrock
Gravelly sandy
loam.
Gravelly sandy
loam.
Fine sandy loam,
sandy loam,
loam.
0-7 Sandy loam
7-41 Gravelly sandy
loam.
41-60 Fine sandy loam,
sandy loam,
loam.
0-5 Very stony sandy
loam.
5-19 Very channery
loam, very
channery sandy
loam, very
channery fine
sandy loam.
19 Unweathered
bedrock.
0-5 Loam
5-40 Clay loam, sandy
clay loam,
gravelly clay
loam.
40-60 Sandy loam, clay
loam, gravelly
loam.
See footnote at end of table.
CL
CH, CL
A-6
A-7
0 95-100
0 95-100
SM, GM A-1, A-2 0
SM, GM A-1, A-2 0
SM, SM -SC, A-4 0
ML, CL -ML
SM A-1, A-2 0
SM, GM A-1, A-2 0
SM, SM -SC, A-4 0
ML, CL -ML
SM, GM A-2, A-4 10-20
GM -GC A-2 5-25
60-80
60-80
90-100
80-100
60-80
90-100
60-85
35-55
95-100
95-100
55-75
55-75
90-100
75-95
55-75
90-100
50-75
30-40
90-100
90-100
35-50
35-50
70-85
40-60
35-50
70-85
45-70
20-35
80-95
80-90
15-35
15-30
40-65
20-35
15-30
40-65
25-40
10-25
35-50
40-60
NP -5
NP -5
NP
15-30
20-40
15-20 NP -5
15-20 NP -5
20-30 NP -10
15-20 NP -5
15-20 NP -5
20-30 NP -10
25-30 NP -5
25-30 5-10
ML A-4 0-10 95-100 95-100 80-95 55-75 30-35
CL, SC A-6 0-10 95-100 65-95 55-90 40-70 30-40
SM, ML A-2, A-4 0-10 95-100 70-100 55-80 25-60
5-10
10-20
25-30 I NP -5
46
wheatgrass. Other plants that characterize this site are
Letterman needlegrass, elk sedge, mountain snowberry,
and big bluegrass. The average annual production of
air-dry vegetation is about 2,000 pounds per acre. If the
range condition deteriorates, Gambel oak, mountain
snowberry, Kentucky bluegrass, and annual weeds
increase in abundance. Range seeding may be needed
if the range is in poor condition.
This unit is poorly suited to homesite development.
The main limitations are the shrink -swell potential and
the slope. The effects of shrinking and swelling can be
reduced by maintaining a constant moisture content
around the foundation. Backfilling excavations with
material that has a low shrink -swell potential can also
reduce the effects of shrinking and swelling.
This map unit is in capability subclass VIIe,
nonirrigated. It is in the Brushy Loam range site.
54—Grotte gravelly loam, 25 to 65 percent slopes.
This deep, well drained soil is on mountainsides. It
formed in alluvium and colluvium derived dominantly
from sandstone. Elevation is 6,000 to 8,000 feet. The
average annual precipitation is 15 to 17 inches, the
average annual air temperature is 35 to 38 degrees F,
and the average frost -free period is 80 to 105 days.
Typically, the surface layer is grayish brown gravelly
loam about 4 inches thick. The next layer is gravelly
clay loam about 3 inches thick. The substratum to a
depth of 60 inches or more is very channery clay loam.
The soil is calcareous throughout.
Included in this unit are small areas of Dahlquist and
Southace soils. Included areas make up about 15
percent of the total acreage.
Permeability is moderately slow in the Grotte soil.
Available water capacity is moderate. The effective
rooting depth is 60 inches or more. Runoff is rapid, and
the hazard of water erosion is moderate or severe on
the steeper slopes.
This unit is used as rangeland or as wildlife habitat.
The potential plant community is mainly Indian
ricegrass, bluebunch wheatgrass, bottlebrush
squirreltail, true mountainmahogany, Wyoming big
sagebrush, and Utah serviceberry. Other plants that
characterize this site are Douglas rabbitbrush,
needleandthread, prairie junegrass, pinyon pine, and
Utah juniper. The average annual production of air-dry
vegetation is about 600 pounds per acre. If the range
condition deteriorates, Douglas rabbitbrush, Wyoming
big sagebrush, cheatgrass, and annual weeds increase
in abundance. Loss of the surface layer severely
reduces the ability of the unit to produce plants suitable
for grazing.
This unit is poorly suited to homesite development.
Soil c
The main limitation is the slope. Slumping is common in
sloping areas.
This map unit is in capability subclass Vile,
nonirrigated. It is in the Stony Foothills range site.
ypsum land-Gypsiorthids complex, 12 to 65
percent slopes. This map unit is on mountainsides, on
hills, and along dissected drainageways (fig. 5). It is on
hills and canyon side slopes throughout the survey
area.
This unit is about 65 percent Gypsum land and 20
percent Gypsiorthids.
Included in this unit are small areas of Torriorthents
and Camborthids. Included areas make up about 15
percent of the total acreage.
The Gypsum land consists mainly of exposed parent
material that has a very high content of gypsum.
The Gypsiorthids are shallow and moderately deep
and well drained. They formed in residuum and
colluvium derived dominantly from mixed material with a
very high content of gypsum. Slope is 12 to 50 percent.
No single profile of these soils is typical, but one
commonly observed in the survey area has a surface
layer of very pale brown fine sandy loam about 8 inches
thick. The substratum is fine sandy loam. Soft,
gypsiferous shale is at a depth of about 39 inches.
Permeability is moderate in the Gypsiorthids.
Available water capacity is low or moderate. The
effective rooting depth is 10 to 40 inches. Runoff is ver
rapid, and the hazard of water erosion is slight to
severe on the steeper slopes.
This unit is used as wildlife habitat. The native
vegetation on the Gypsiorthids is sparse grasses, forbs
and Utah juniper. The Gypsum land supports very little
native vegetation.
This unit is poorly suited to homesite development.
The main limitations are the slope, the hazard of
erosion, piping, and low soil strength during wet
periods.
This map unit is in capability class VIII. No range sit
is assigned.
56—Ipson cobbly loam, 3 to 25 percent slopes.
This deep, well drained soil is on terraces, terrace side
slopes, and fans. It formed in alluvium and outwash
derived dominantly from sandstone and basalt.
Elevation is 6,700 to 8,300 feet. The average annual
precipitation is 13 to 15 inches, the average annual air
temperature is 42 to 46 degrees F, and the average
frost -free period is 70 to 90 days.
About 10 to 20 percent of the surface is covered wit
cobbles. Typically, the surface layer is brown cobbly
loam about 14 inches thick. The upper 12 inches of th
1
sin -Gypsum Area, Colorado 195
TABLE 10. --BUILDING SITE DEVELOPMENT --Continued
Soil name and I
lap symbol
1
53
:�ic
lypsum la d.
1111orthids
Shallow
excavations
Dwellings
without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
Lawns and
landscaping
n
Moderate:
too clayey.
7
I n
4
tlwaddy
3, 60, 61, 6211rs
1.64
ry
Severe:
slope.
Severe:
slope.
Iry
tilerlake
67*:
ry
Severe:
depth to
slope.
Moderate:
slope.
1�lerlake
Severe:
slope.
ero
Severe:
depth to
slope.
Severe:
slope.
Severe:
slope.
rock,
rock,
Moderate:
too clayey.
Slight
Severe:
shrink -swell.
Severe:
shrink -swell,
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Slight
Severe:
slope.
Moderate:
shrink -swell,
slope.
Severe:
slope.
II
See footnote at end of table.
Severe:
slope.
Severe:
shrink -swell,
slope.
Severe:
shrink -swell,
elope.
Severe:
shrink -swell.
Moderate:
shrink -swell.
Severe:
shrink -swell,
slope.
Severe:
slope.
Slight
Severe:
shrink -swell.
Severe:
slope,
shrink -swell.
Severe:
slope.
Severe:
depth to rock,
slope.
Moderate:
slope,
shrink -swell.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
slope,
shrink -swell.
Severe:
slope,
shrink -swell.
Severe:
shrink -swell.
Moderate:
shrink -swell.
Severe:
slope,
shrink -swell.
Severe:
slope.
Slight
Severe:
shrink -swell.
Severe:
shrink -swell,
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
shrink -swell,
slope.
Severe:
shrink -swell,
slope.
Severe:
shrink -swell.
Moderate:
shrink -swell.
Severe:
shrink -swell,
slope.
Severe:
slope.
Moderate:
slope.
Severe:
low strength,
shrink -swell.
Severe:
low strength,
slope,
shrink -swell.
Severe:
slope.
Severe:
slope.
Moderate:
shrink -swell,
slope,
frost action.
Severe:
slope.
Severe:
slope.
Severe:
low strength,
slope,
shrink -swell.
Severe:
low strength,
slope,
shrink -swell.
Severe:
low strength,
shrink -swell.
Moderate:
shrink -swell,
low strength.
Severe:
low strength,
slope,
shrink -swell.
Severe:
slope.
Slight.
Severe:
slope.
Severe:
slope.
Moderate:
frost action.
Severe:
slope,
thin layer.
Moderate:
large stones,
slope.
Severe:
slope.
Severe:
large stones,
slope.
Severe:
slope.
Severe:
slope.
Slight.
Slight.
Severe:
slope.
Severe:
slope.
Slight.
)urve Aspen -Gypsum Area, Colorado
1
1
1
1
r
1
1
1
1
1
1
1
1
TABLE 11. --SANITARY FACILITIES --Continued
Soil name and
map symbol
Septic tank
absorption
fields
Sewage lagoon
areas
Trench
sanitary
landfill
Area
sanitary
landfill
1
1 Daily cover
1 for landfill
1
45
Forsey
46, 47
Forsey
48
Fughes
49
Goslin
50
Goslin
51
Gothic
52, 53
Gothic
54
Grotte
55*:
Gyp m land.
Gypsiorthids
56
Ipson
57
Ipson
58
Irrawaddy
59, 60, 61, 62
Iyers
63, 64
Jerry
Moderate:
percs slowly,
large stones.
Severe:
slope.
Severe:
percs slowly.
Slight
Severe:
slope.
Severe:
percs slowly.
Severe:
percs slowly,
slope.
Severe:
percs slowly,
slope.
Severe:
depth to rock,
slope.
Moderate:
percs slowly,
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
depth to rock,
percs slowly,
slope.
Severe:
percs slowly,
slope.
See footnote at end of table.
Severe:
slope,
large stones.
Severe:
slope,
large stones.
Severe:
slope.
Severe:
seepage.
Severe:
seepage,
slope.
Moderate:
seepage,
slope.
Severe:
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
depth to rock,
slope.
Severe:
slope.
Severe:
large stones.
Severe:
slope,
large stones.
Severe:
too clayey.
Slight
Severe:
slope.
Severe:
too clayey.
Severe:
slope,
too clayey.
Severe:
slope.
Severe:
depth to rock,
slope.
Moderate:
slope,
large stones.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
depth to rock,
slope,
too clayey.
Severe:
slope,
too clayey.
Slight
Severe:
slope.
Slight
Slight
Severe:
slope.
Slight
Severe:
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Moderate:
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
depth to rock,
slope.
Severe:
slope.
Poor:
small stones.
Poor:
small stones,
slope.
Poor:
too clayey.
Fair:
small stones.
Poor:
slope.
L
Poor:
too clayey,
hard to pack.
Poor:
too clayey,
hard to pack,
slope.
Poor:
small stones,
slope.
Poor:
area reclaim,
slope.
Poor:
small stones.
Poor:
small stones,
slope.
Poor:
area reclaim,
small stones,
slope.
Poor:
area reclaim,
too clayey,
hard to pack.
Poor:
too clayey,
hard to pack,
small stones.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
216
t
Soil Survey
TABLE 12. --CONSTRUCTION MATERIALS --Continued
Soil name and 1 Roadfill
map symbol 1
Sand
Gravel
Topsoil
44*:
Brownsto
45
Forsey
46
Forsey
47
Forsey
48
Fughes
49
Fair:
slope.
Goslin
50
Goslin
51
Fair:
large stones.
Gothic
52
Fair:
large stones,
slope.
Gothic
53
Gothic
54
Poor:
slope.
Grotte
5*:
Gypland.
11!:::Emorthids
1
1
1
56
Poor:
low strength.
Good
Fair:
slope.
Ipson
Poor:
low strength,
shrink -swell.
Poor:
low strength,
shrink -swell.
Poor:
low strength,
slope,
shrink -swell.
Poor:
slope.
Poor:
area reclaim,
slope.
Fair:
shrink -swell.
See footnote at end of table.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
area reclaim,
slope.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
area reclaim.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
area reclaim,
slope.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
area reclaim,
slope.
Improbable: Improbable: Poor:
excess fines. excess fines. too clayey.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
slope.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
slope.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
slope.
Improbable: Improbable: Poor:
excess fines. excess fines. small stones,
area reclaim,
slope.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Poor:
area reclaim,
slope.
Poor:
small stones,
area reclaim.
1
1
1
1
1
1
1
1
1
226
TABLE 13. --WATER MANAGEMENT --Continued
Soil name and
map symbol
Limitations for --
Features affecting --
Soil Survey
Pond
reservoir
areas
Embankments,
dikes, and
levees
Drainage 1 Irrigation
Terraces
and
diversions
Grassed
waterways
45
Forsey
46, 47
Forsey
48
Fughes
49
Goslin
50
Goslin
51
Gothic
52, 53
Gothic
1
1
1
1
1
1
1
1
56, 57
Ipson
Moderate:
seepage,
slope.
Severe:
slope.
Moderate:
slope.
Severe:
seepage.
Severe:
seepage,
slope.
58
Irrawaddy
59, 60, 61, 62Iyers
63, 64
Jerry
65*:
Jerry
Millerlake
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
seepage,
slope.
Moderate:
seepage,
slope.
Severe:
seepage,
large stones.
Severe:
seepage,
large stones.
Slight
See footnote at end of table.
Severe:
piping.
Severe:
piping.
Moderate:
hard to pack.
Moderate:
hard to pack.
Slight
Severe:
seepage,
piping.
Moderate:
large stones.
Severe:
seepage.
Severe:
hard to pack.
Severe:
thin layer.
Severe:
thin layer.
Severe:
thin layer.
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Large stones,
droughty,
slope.
Large stones,
droughty,
slope.
Slope,
percs slowly.
Soil blowing,
slope.
Soil blowing,
slope.
Percs slowly,
slope.
Percs slowly,
slope.
Droughty,
slope.
Large stones ---
Depth to rock,
slope,
erodes easily.
Slope
Slope,
large stones.
Percs slowly ---
Soil blowing ---
Slope,
soil blowing.
Percs slowly ---
Slope,
percs slowly.
Droughty,
depth to rock,
slope.
Percs slowly,
depth to rock.
Percs slowly,
slope.
Percs slowly,
slope.
Slope
Slope
Large stones,
droughty.
Slope,
depth to rock,
erodes easily.
Slope,
large stones.
Large stones,
slope,
droughty.
Percs slowly.
Favorable.
Slope.
Slope,
large stones,
depth to rock.
Slope,
depth to rock,
percs slowly.
Slope,
large stones.
Percs slowly.
Slope,
percs slowly.
Slope,
droughty.
Large stones ---
Favorable
Slope,
excess salt,
erodes easily.
Too arid,
large stones,
slope.
Large stones,
slope,
droughty.
Slope,
depth to rock,
percs slowly.
Large stones,
slope,
percs slowly.
Large stones,
percs slowly.
Favorable.
1
1
1
1
1
1
1
Aspen -Gypsum Area, Colorado
TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued
Soil name and (Depth
map symbol 1
1
48
1
USDA texture I
Classification IFrag- 1 Percentage passing
sieve number --
Invents 1
Unified 1 AASHTO I > 3 1
!inches'
1
4 1 10 1 40
237
1 1
(Liquid 1 Plas-
1 I limit ticity
1 200 1 index
Fughes
49, 50
Goslin
51, 52, 53
Gothic
54
1 In
Grotte
1
1
1
1
1
1
1
m land.
0-6
6-50
50-60
Gypsiorthids----
56, 57
Ipson
58
0-5
5-60
0-12
12-34
34-60
Irrawaddy
0-4
4-7
7-60
Stony loam
Clay, clay loam,
silty clay loam.
Clay loam, silty
clay loam.
Fine sandy loam
Fine sandy loam,
gravelly fine
sandy loam.
Loam
Clay, clay loam,
gravelly clay
loam.
Clay loam,
gravelly clay
loam.
Gravelly loam ----
Gravelly clay
loam, channery
loam.
Very channery
loam, very
channery clay
loam, very
gravelly loam.
0-8 Fine sandy loam
8-23
23-39
39
0-14
14-26
26-60
0-5
5-14
14-34
34
Fine sandy loam,
loam.
1 Pct 1
CL -ML
CL
CL
SM -SC, SM
SM -SC, SM,
GM -GC, GM
CL -ML
CL, CH, GC
CL, GC
Fine sandy loam,
loam.
Weathered bedrock
Cobbly loam
Very gravelly
sandy clay loam,
very gravelly
clay loam.
Very gravelly
sandy clay loam,
gravelly sandy
clay loam.
Very stony loam
Very channery
loam.
Very channery
loam.
Unweathered
bedrock.
See footnote at end of table.
A-4
A-6, A-7
A-6
A-2, A-4
A-2, A-4
A-4
A-7
A-6, A-7
ML, CL -ML, A-4
SM, SM -SC
CL -ML, CL, A-4, A-6
SC, SM -SC
GM -GC, GC A-4, A-6,
A-2
ML, SM,
CL -ML,
SM -SC
ML, SM,
CL -ML,
SM -SC
ML, SM
CL -ML
GC
GC, SC
SM -SC, SM,
ML, CL -ML
GM, GM -GC
GM, GM -GC
A-4, A-2
A-4, A-2
A-4, A-2
A-4
A-6, A-2
A-6, A-2
A-9
5-25
A-1, A-2,
A-4
A-1, A-2
0-5
0-5
0
0
95-100
95-100
95-100
75-100
55-100
I I
0 90-100
0 50-100
0 50-100
0-5
0-5
0-10
55-80
55-80
35-55
90-100
90-100
90-100
75-100
50-100
85-100
50-100
50-100
50-75
50-75
30-50
Pct
70-90 60-80 25-30 5-10
75-95 70-90 35-50 15-30
75-90 65-80 30-40 10-20
50-70 20-40 15-25 NP -10
50-70 20-40 15-25 NP -10
70-85 50-65 20-25 5-10
45-95 40-90 40-55 25-35
45-95 40-80 35-50 25-35
45-65 35-55 15-25 NP -10
45-65 40-60 20-30 5-15
25-45 20-40 20-30 5-15
0-5 100 90-100 50-90 25-65 20-35 NP -10
0-5 100 90-100 50-90 25-60 20-35 NP -10
0-5 100 90-100 50-80 15-60 20-35 NP -10
15-30 80-95 75-90 55-70 50-65 25-30 5-10
15-30 55-65 50-60 30-50 25-45 30-35 10-15
10-15 50-75 45-70 30-50 20-40 30-35 10-15
20-50
0-10
0-15
85-100
50-60
40-60
85-100
40-55
25-50
60-80
30-50
20-45
45-65
20-40
15-35
20-30
20-30
20-30
NP -10
NP -10
NP -10
1
ispen-Gypsum Area, Colorado
Grasses and legumes grow well if adequate fertilizer is
lied. Limiting tillage for seedbed preparation and
ntrolling weeds help to control runoff and erosion. If
properly managed, the unit can produce 3 tons of
gated grass hay or 60 bushels of barley per acre
nually.
The potential plant community on the Showalter soil
is mainly bluebunch wheatgrass, western wheatgrass,
airie junegrass, Indian ricegrass, true
ountainmahogany, antelope bitterbrush, Saskatoon
serviceberry, and big sagebrush. The average annual
oduction of air-dry vegetation is about 900 pounds per
I
re.
The potential plant community on the Morval soil is
iainly needleandthread, western wheatgrass,
uttongrass, prairie junegrass, and big sagebrush. The
erage annual production of air-dry vegetation is about
1,500 pounds per acre.
LThe main limitation for range seeding or mechanical
atment is the surface stoniness in areas of the
Showalter soil. Range seeding generally is restricted to
Ooadcasting because of this limitation.
This unit is poorly suited to homesite development.
e main limitations are the shrink -swell potential and
the stones throughout the profile.
This map unit is in capability subclass Vle, irrigated
d nonirrigated. The Showalter soil is in the Loamy
Slopes range site, and the Morval soil is in the Deep
am range site.
Showalter-Morval complex, 15 to 25 percent
es. This map unit is on alluvial fans, high terraces,
d valley sides (fig. 7). Elevation is 7,000 to 8,500
et. The average annual precipitation is 14 to 16
inches, the average annual air temperature is 42 to 44
grees F, and the average frost -free period is 80 to 90
Mays.
This unit is about 45 percent Showalter very stony
Oam and 35 percent Morval loam. The Showalter soil is
convex areas, and the Morval soil is in the more
oncave areas.
Included in this unit are small areas of soils that are
milar to the Morval soil but have 30 to 50 percent
bbles in the substratum. Included areas make up
about 20 percent of the total acreage.
111 The Showalter soil is deep and well drained. It
armed in alluvium derived dominantly from basalt.
About 10 to 15 percent of the surface is covered with
ones, 5 percent with cobbles, and 5 percent with
. avel. Typically, the surface layer is brown very stony
am about 8 inches thick. The upper 3 inches of the
subsoil is very cobbly clay loam. The lower 28 inches is
ItTy
cobbly clay. The substratum to a depth of 60
ches or more is very cobbly clay loam.
1
Permeability is slow in the Showalter soil. Available
water capacity is moderate. The effective rooting depth
is 60 inches or more. Runoff is medium, and the hazard
of water erosion is moderate.
The Morval soil is deep and well drained. It formed in
alluvium derived dominantly from basalt. Typically, the
surface layer is brown loam about 7 inches thick. The
upper 12 inches of the subsoil is clay loam. The lower 4
inches is loam. The substratum to a depth of 60 inches
is loam. The soil is noncalcareous to a depth of 19
inches and calcareous below that depth.
Permeability is moderate in the Morval soil. Available
water capacity also is moderate. The effective rooting
depth is 60 inches or more. Runoff is medium, and the
hazard of water erosion is slight.
This unit is used as rangeland or hayland or for
homesite development.
The potential plant community on the Showalter soil
is mainly bluebunch wheatgrass, western wheatgrass,
prairie junegrass, Indian ricegrass, true
mountainmahogany, antelope bitterbrush, Saskatoon
serviceberry, and big sagebrush. The average annual
production of air-dry vegetation is about 900 pounds per
acre.
The potential plant community on the Morval soil is
mainly needleandthread, western wheatgrass,
muttongrass, prairie junegrass, and big sagebrush. The
average annual production of air-dry vegetation is about
1,500 pounds per acre.
The main limitation for range seeding or mechanical
treatment is the surface stoniness in areas of the
Showalter soil. Suitable management practices include
proper range use, deferred grazing, and rotation
grazing. Aerial spraying is suitable for brush
management.
If this unit is used for hay and pasture, the main
limitations are the surface stoniness, the slope, and the
slow permeability in the Showalter soil. Grasses and
legumes grow well if adequate fertilizer is used.
This unit is very poorly suited to homesite
development. The main limitations are the slope, the
shrink -swell potential, and the stones throughout the
profile.
This map unit is in capability subclass Vle,
nonirrigated. The Showalter soil is in the Loamy Slopes
range site, and the Morval soil is in the Deep Loam
range site.
96—Southace cobbly sandy loam, 1 to 6 percent
slopes. This deep, well drained soil is on upland
terraces, mountainsides, and alluvial fans. It formed in
alluvium derived dominantly from redbed sandstone and
shale intermixed with gypsiferous material. Elevation is
6,000 to 7,000 feet. The average annual precipitation is
1
in -Gypsum Area, Colorado 197
a
TABLE 10. --BUILDING SITE DEVELOPMENT --Continued
Soil name and
map symbol
Shallow
excavations
Dwellings
without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
Lawns and
landscaping
7*:
fell
3'.
arson
9 -
outcrop.
Severe:
cutbanks cave,
slope.
Severe:
depth to rock,
slope.
Severe:
cutbanks cave.
Severe:
cutbanks cave.
Severe:
el cutbanks cave,
slope.
2 Severe:
ob cutbanks cave,
wetness.
4Irt
3
;..
Salter
lival
Showalter
Jva1
37
thace
lthace
38, 99
1ithace
Severe:
depth to rock,
slope.
Moderate:
too clayey,
large stones,
slope.
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Moderate:
large stones,
slope.
Severe:
slope.
See footnote at end of table.
Severe:
slope.
Severe:
shrink -swell,
slope.
Slight
Moderate:
slope.
Severe:
slope.
Severe:
flooding.
Severe:
slope,
depth to rock.
Moderate:
shrink -swell,
slope,
large stones.
Moderate:
shrink -swell,
slope.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Moderate:
slope,
large stones.
Severe:
slope.
Severe:
slope.
Severe:
depth to rock,
slope,
shrink -swell.
Slight
Moderate:
slope.
Severe:
slope.
Severe:
flooding,
wetness.
Severe:
depth to rock,
slope.
Moderate:
slope,
large stones.
Moderate:
slope,
shrink -swell.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Moderate:
slope,
large stones.
Severe:
slope.
Severe:
slope.
Severe:
shrink -swell,
slope.
Slight
Severe:
slope.
Severe:
slope.
Severe:
flooding.
Severe:
slope,
depth to rock.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Severe:
slope.
Severe:
slope.
Severe:
slope.
Severe:
low strength,
slope, -
shrink -swell.
Moderate:
frost action.
Moderate:
slope,
frost action.
Severe:
slope.
Moderate:
wetness,
flooding.
Severe:
depth to rock,
slope.
Moderate:
slope,
frost action,
shrink -swell.
Moderate:
low strength,
slope,
frost action.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
Moderate:
slope,
large stones.
Severe:
slope.
Severe:
slope.
Severe:
slope,
thin layer.
Slight.
Moderate:
slope.
Severe:
slope.
Moderate:
wetness.
Severe:
small stones,
slope.
Severe:
large stones.
Moderate:
slope.
Severe:
large stones,
slope.
Severe:
slope.
Severe:
droughty.
Severe:
droughty.
Severe:
droughty,
slope.
1
IlSoil name and
map symbol
91:
Morval
95*:
96
Soil Survey
TABLE 11. --SANITARY FACILITIES --Continued
Septic tank
absorption
fields
Sewage lagoon
areas
Trench
sanitary
landfill
Area
sanitary
landfill
Daily cover
for landfill
walter
al
Southace
Southace
98, 99
Southace
I00*:
S1rley
Starman
_01*:
T�a
Pinelli
01:
Tanna
lel li
0
T a
See footnote at
Moderate:
percs slowly,
slope.
Severe:
percs slowly,
slope.
Severe:
slope.
Moderate:
large stones.
Moderate:
slope,
large stones.
Severe:
slope.
Severe:
depth to rock.
Severe:
depth to rock.
Severe:
depth to rock,
percs slowly.
Severe:
percs slowly.
Severe:
depth to rock,
percs slowly.
Severe:
percs slowly.
Severe:
depth to rock,
percs slowly,
slope.
end of table.
Severe:
elope.
Severe:
slope,
large stones.
Severe:
slope.
Severe:
seepage,
large stones.
Severe:
seepage,
slope,
large stones.
Severe:
seepage,
slope,
large stones.
Severe:
depth to rock,
slope.
Severe:
depth to rock,
slope.
Severe:
depth to rock.
Moderate:
slope.
Severe:
depth to rock,
slope.
Severe:
slope.
Severe:
depth to rock,
slope.
Moderate:
slope,
too clayey.
Severe:
slope,
large stones.
Severe:
slope.
Severe:
large stones.
Severe:
large stones.
Severe:
slope,
large stones.
Severe:
depth to rock.
Severe:
depth to rock.
Severe:
depth to rock.
Slight
Severe:
depth to rock.
Moderate:
elope.
Severe:
depth to rock,
slope.
Moderate:
slope.
Severe:
slope.
Severe:
slope.
Slight
Moderate:
slope.
Severe:
slope.
Severe:
depth to rock.
Severe:
depth to rock.
Slight
Slight
Moderate:
slope.
Moderate:
slope.
Severe:
slope.
Fair:
too clayey,
small stones,
slope.
Poor:
small stones,
slope.
Poor:
slope.
Poor:
small stones.
Poor:
small stones.
Poor:
small stones,
slope.
Poor:
depth to rock,
small stones.
Poor:
depth to rock.
Poor:
depth to rock.
Good.
Poor:
depth to rock.
Fair:
slope.
Poor:
depth to rock,
slope.
1
1
1
1
Aspen -Gypsum Area, Colorado
TABLE 12. --CONSTRUCTION MATERIALS --Continued
219
I 1
Soil name and 1 Roadfill I
map symbol 1 1
1 1
Sand
Gravel
Topsoil
85
Morval
86
Morval
187*:
Morval
1
Tridell
II 88*:
Moyerson
1
Rock outcrop.
189
1
1
1
1
1
1
1
1
Mussel
90
Fair:
slope,
shrink -swell.
Mussel
91
Poor:
slope.
Mussel
92
Redrob
3
9Rogert
94*:
Showalter
Morval
Poor:
slope.
Poor:
slope.
Poor:
area reclaim,
low strength,
slope.
Good
95*:
Show lter
Good
Fair:
slope.
Fair:
wetness.
Poor:
depth to rock,
slope.
Fair:
large stones.
Fair:
shrink -swell.
Fair:
large stones,
slope.
See footnote at end of table.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Probable
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
thin layer.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Probable
Poor:
small stones,
slope.
Poor:
small stones,
slope.
Improbable:
thin layer.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Poor:
small stones,
slope.
Poor:
small stones,
slope.
Poor:
area reclaim,
slope.
Fair:
small stones.
Fair:
small stones,
slope.
Poor:
slope.
Poor:
small stones,
area reclaim.
Poor:
depth to rock,
small stones,
slope.
Poor:
too clayey,
small stones,
area reclaim.
Poor:
small stones.
Poor:
too clayey,
small stones,
area reclaim.
1
1
1
Aspen -Gypsum Area, Colorado
TABLE 14. --ENGINEERING INDEX PROPERTIES --Continued
1
1
Soil name and !Depth l USDA texture
map symbol 1
1
194*
Sh
1
1
Morval
1 In
196, 97, 98, 99---
Southace
1
1
1
1
1
1
1
1
II 100*:
Starley
Starman
0-8
8-39
39-60
101*, 102*, 103*:
Tanna
1 Pine111
0-7
7-23
23-60
0-3
3-14
14-60
Very stony loam
Very cobbly clay
loam, very
gravelly clay,
very cobbly
clay.
Very gravelly
sandy clay loam,
gravelly loam,
very cobbly clay
loam.
Loam
Loam, clay loam
Gravelly clay
loam, clay loam,
loam.
Cobbly sandy loam
Gravelly loam ----
Very gravelly
loam, very
cobbly loam,
very cobbly
sandy loam.
0-8 Very channery
loam.
8-19 Very channery
loam, very
channery clay
loam.
19 Unweathered
bedrock.
0-6 Very channery
loam.
6-16 Gravelly loam,
channery loam,
very channery
loam.
16 Unweathered
bedrock.
Classification IFrag- 1 Percentage passing 1 1
241
1 Iments 1 sieve number-- 'Liquid 1 Plas-
Unified 1 AASHTO 1> 3 1 1 I 1 1 limit 1 ticity
1 linchesl 4 1 10 1 40 1 200 1 1 index
1 I Pct I 1 1 1 1 Pct 1
GM -GC, GC,
SC, SM -SC
GC
GM -GC, GC,
SC, SM -SC
A-4, A-6
A-6, A-7
A-4, A-6,
A-2
30-65
15-35
15-30
ML, CL -ML A-4 0-5
SC, CL A-6 0-10
GC, SC, CL A-6 0-10
SM -SC, SM A-1, A-2 15-30
SM, SM -SC, A-4 5-15
GM -GC, GM
GM, SM A-4, A-2, 10-50
A-1
0-3 Silt loam
3-13 Silty clay loam,
clay loam, clay.
13-31 Silty clay loam,
clay loam, clay.
31 Weathered bedrock
0-7
7-22
22-60
Loam
Clay loam, silty
clay loam, clay.
Clay loam, loam,
silty clay loam.
See footnote at end of table.
GM -GC, GC 1A-2, A-4
GM -GC, GC
GM
GM
A-2, A-4
A-1, A-2
A-1, A-2
0-15
0-15
0-15
0-15
65-85
55-70
45-75
90-100
75-100
65-90
70-80
70-80
40-80
40-55
40-55
35-55
35-55
60-80
50-65
40-75
86-96
70-95
60-85
65-75
65-75
35-75
35-50
35-50
30-50
30-50
50-75
45-60
35-65
40-50
35-50
25-50
25-35
35-50
25-35
5-15
15-25
5-15
60-80 50-75 25-30 NP -10
60-85 36-70 30-40 10-25
40-65 35-55 25-35 10-20
40-50 20-35 20-25 NP -5
50-65 35-45 20-30 NP -10
25-65 15-45 25-35 NP -10
30-45
30-45
30-45
30-95
25-90
25-40
20-35
20-35
25-30
25-35
30-40
30-40
5-10
5-15
5-10
5-10
CL -ML A-4 0 95-100 95-100 90-100 70-90 20-25 5-10
CL A-6, A-7 0 95-100 95-100 90-100 70-95 35-50 15-30
CL A-6, A-7 0 95-100 95-100 90-100 70-95 35-50 15-30
CL -ML A-4 0 75-100 75-100 65-90 50-75 25-30 5-10
CL, CH A-7 0 75-100 75-100 65-90 55-85 45-55 25-35
CL, CL -ML A-6, A-4 0 75-100 75-100 65-90 55-85 25-35 5-15
APPENDIX C
PORTION OF ASSESSOR'S MAP #2393
T
SEE MAR,
. 2393 -it
2463-u11-00-01411
(0-811)
fJLOA/
Fed Lams
Li/ (Other)
14 Tvv
PORTION OF ASSESSOR"S MAP
Ac
Ac
Ac.
At.
NUMBER 2393
APPENDIX D
PROOF OF ACCESS
1
1
1
220
TABLE 12. --CONSTRUCTION MATERIALS --Continued
Soil Survey
Soil name and
map symbol
96, 97
111 Southace
98
Southace
111
99
II Southace
100*:
IIStarlet'
' Sterman
101*, 102*:
Tanna
1 Pinelli
1103*:
Tanna
1
1
1
1
1
1
Pinelli
Roadfill
Fair:
slope,
shrink -swell.
104*:
Torriorthents
Camborthida
Rock outcrop.
Fair:
large stones.
Fair:
large stones,
slope.
Sand
Gravel
Improbable: Improbable:
excess fines. excess fines.
Improbable: Improbable:
excess fines. excess fines.
Improbable: Improbable:
excess fines. excess fines.
Poor: Improbable: Improbable:
slope. excess fines. excess fines.
Poor: Improbable: Improbable:
depth to rock. excess fines. excess fines.
Poor: Improbable: Improbable:
depth to rock. excess fines. excess fines.
Poor: Improbable: Improbable:
depth to rock, excess fines. excess fines.
shrink -swell,
low strength.
Fair: Improbable: Improbable:
shrink -swell, excess fines. excess fines.
low strength.
Poor: Improbable:
depth to rock, excess fines.
shrink -swell,
low strength.
Fair: Improbable:
shrink -swell, excess fines.
low strength,
slope.
Poor: Improbable:
depth to rock, excess fines.
elope.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Variable Variable Variable
See footnote at end of table.
Topsoil
Poor:
small stones,
slope.
Poor:
small stones,
area reclaim.
Poor:
small stones,
area reclaim,
slope.
Poor:
small stones,
area reclaim,
slope.
Poor:
depth to rock,
small stones.
Poor:
depth to rock,
small stones.
Poor:
too clayey.
Poor:
thin layer.
Poor:
too clayey,
slope.
Poor:
thin layer,
slope.
Poor:
depth to rock,
small stones,
slope.
Variable.
1
228
1
TABLE 13. --WATER MANAGEMENT --Continued
Soil name and
map symbol
Limitations for --
Features affecting --
Soil Survey
Pond
reservoir
areas
I Embankments, I
I dikes, and I
I levees
Drainage
I Irrigation
I Terraces
and
I diversions
Grassed
waterways
87*:
Morval
Tridell
88*:
Moyerson
Rock outcrop.
89
Mussel
90, 91
Mussel
92
Redrob
93
Rogert
99*/ 95*:\
Showalter
Morval
96
Severe:
slope.
Severe:
seepage,
slope.
Southace
97, 98, 99
Southace
100*:
Starley
Starman
101*:
Tanna
Severe:
depth to rock,
slope.
Moderate:
seepage,
slope.
Severe:
slope.
Severe:
seepage.
Pinelli
Severe:
depth to rock,
slope.
Severe:
slope.
Severe:
slope.
Severe:
seepage.
Severe:
seepage,
slope.
Moderate:
piping.
Severe:
large stones.
Severe:
thin layer.
Severe:
depth to rock,
slope.
Severe:
depth to rock,
slope.
Severe:
piping.
Moderate:
depth to rock,
slope.
Moderate:
slope.
See footnote at end of table.
Severe:
piping.
Severe:
seepage,
wetness.
Severe:
seepage,
large stones.
Severe:
large stones.
Moderate:
piping.
Severe:
seepage,
large stones.
Severe:
seepage,
large stones.
Severe:
thin layer.
Severe:
thin layer.
Severe:
thin layer.
Severe:
piping.
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Large stones,
slope,
cutbanks cave.
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Deep to water
Slope,
erodes easily.
Large stones,
droughty,
slope.
Peres slowly,
depth to rock.
Slope
Slope
Wetness,
slope.
Large stones,
droughty,
depth to rock.
Slope,
large stones,
droughty.
Slope,
erodes easily.
Slope,
erodes easily.
Slope,
large stones,
droughty.
Slope,
large stones,
droughty.
Slope,
large stones.
Slope,
depth to rock.
Slope,
droughty,
depth to rock.
Slope,
droughty,
depth to rock
Slope,
percs slowly,
depth to rock
Slope
Erodes easily
Slope,
erodes easily.
Large stones,
wetness,
too sandy.
Slope,
large stones,
depth to rock.
•
Slope,
large stones.
Slope,
erodes easily.
Too arid,
large stones,
slope.
Slope,
erodes easily.
Large stones,
soil blowing.
Slope,
large stones,
soil blowing.
Slope,
depth to rock.
Slope,
depth to rock.
Erodes easily.
Slope,
depth to rock.
Depth to rock,
erodes easily
Erodes easily
Slope,
erodes easily.
Favorable.
•
Large stones,
slope,
droughty.
Large stones,
slope,
droughty.
Slope,
erodes easily.
Too arid,
large stones.
Too arid,
large stones,
slope.
Slope,
droughty,
depth to rock.
Slope,
droughty,
depth to rock.
Too arid,
erodes easily.
Too arid,
erodes easily.
Re iod at
PDO o cx__-.P_. MOrnZU . >� • 7S �ouR4t�i i��E5g
Reoeptioa No Alla Stephens. Recorder
:WE�u.C� .�. a fu (o� f!
r DEC 2 4 1975 3.--
WARRANTY DEED
00
RIMLEDGE URANIUM AND MINING CORPORATION, a Utah Corporation,
qualified to do business in Colorado, whose street address is 275
East 32nd Street, Durango, Colorado 81631, Grantors, for the con-
sideration of One Hundred Dollars ($100.00) and other good and
valuable considerations, in hand paid, hereby sells and conveys to
ALAN STOREY, whose address is P. O. Box 2837, Aspen, Colorado 81611,
the following real property in the County of Garfield, State of
Colorado, to -wit:
The East one-half of the (S1 N SI SE4, S'Si SES
S N1SE4SW4, S1;SE SWk) of Section 24, Township
7 South, Range 88 West of the 6th P.M. con-
taining 45 acres, more or less
with all its appurtenances and warrants the title to the same subject
to reservations and exceptions contained in the applicable United
States Patent and subject to general taxes for the year 1975, payable
in 1976, and subject to the following restrictive covenants, which
covenants shall run with the land:
(1) No temporary buildings or structures of any kind inclu-
ding but not limited to, towed or self-propelled trailers,
mobile homes or campers shall be constructed or permitted
to remain upon any part of the property except for typi-
cal construction shacks and/or tool and material storage
sheds which shall be used in connection with and permit-
ted to remain only during periods of construction of per-
manent improvements.
(2) All construction and alteration work once commenced with-
in the property shall be pursued diligently and shall be
completed as promptly as reasonably possible; the site
of such construction shall be kept clear and free from
unnecessary and unreasonable accumulation of trash and
debris.
(3) All unsightly structures, facilities, equipment and
other items, including but not limited to trailers,
boats, trucks, tractors, snow removal or garden equip-
ment, and any similar items shall be kept at all times
except when in actual use, in enclosed structures or
otherwise screened from view from any adjoining pro-
d"
800x481 PACE 559
perty. No lumber, metals, bulk materials, scrap,
refuse or trash shall be kept, stored or allowed to
accumulate on any property, except building materials
during the course of construction and then only for
such reasonable period of time as is necessary prior
to collection or disposal thereof.
(4) No mining, quarrying, tunneling, excavating or dril-
ling for any substance within the earth, including
oil, gas, minerals, gravel, sand, rock and earth, but
excluding water, shall be permitted on any part of
the property.
(5) No firearms shall be discharged within the boundaries
of the property.
and reserving unto the Grantor a right of way 30' in width lying adja-
cent to and adjoining the northerly boundary of the above described
land for access and egress to any and all land of Grantor, its succes-
sors and assigns, adjoining the above described tracts.
IN WITNESS WHEREOF, this Warranty Deed is executed this 17th
day of December, 1975.
RIMLEDGE URANIUM AND MINING CORPORATION
By:
STATE OF COLORADO )
ss.
COUNTY OF GARFIELD )
{J liw_ cJ1 .11n,G C •�v u
Its President
The foregoing Warranty Deed was acknowledged before me this ( 7
day of December, 1975, by Fern A. McCormick as President
of Rimledye Uranium and Mining Corporation.
Qf ..01.TRE$S my hand and official seal.
•
My. (da i3' ion expires: January .30, 1977
N u� X /f
Notary PU iC 2P
•
-2-
T
MAR 16
Recorded at ���L.0 ..o�cloci ... M EVE ig,575
3
Docept.io■ Uo '2 ? %% o 311a Stephens, Recorder
WARRANTY DEED
!TMMC Ire T.:• 1
:iwaR 16 177G
s1
RIMLEDGE URANIUM AND MINING CORPORATION, a Utah Corporation,
qualified to do business in Colorado, whose street address is 275
East 32nd Street, Durango, Colorado 81301, Grantor, for the consi-
deration of One Hundred Dollars ($100.00) and other good and valu-
able considerations, in hand paid, hereby sells and conveys to
DIANE DALE, whose address is P. O. Box 117, Aspen, Colorado 81611,
the following real property in the County of Garfield, State of
Colorado, to -wit:
Yt.111_!/z114 _
The West one-half of the (S;N1S!FSE4, S1/2S1;SE1/4,
SIO SE!;SW>; , St SE!;SW;) of Section 24, Township
7 South, Range 88 test of the 6th P.M. con-
taining 45 acres, more or less
with all its appurtenances and warrants the title to the same subject
to reservations and exceptions contained in.the applicable United
States Patent and subject to general taxes for the year 1976, payable
in 1977, and subject to the following restrictive covenants, which
covenants shall run with the land:
(1) No temporary buildings or structures of any kind inclu-
ding but not limited to, towed or self-propelled trailers,
mobile homes or campers shall be constructed or permitted
to remain upon any part of the property except for typi-
cal construction shacks and/or tool and material storage
sheds which shall be used in connection with and permit-
ted to remain only during periods of construction of per-
manent improvements.
(2) All construction and alteration work once commenced with-
in the property shall be pursued diligently'and shall be
completed as promptly as reasonably possible; the site
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
a.
noox483 PA(C 5'i6
of such construction shall be kept clear and free from
unnecessary and unreasonable accumulation of trash and
debris.
(3) All unsightly structures, facilities, equipment and
other items, including but not limited to trailers,
boats, trucks, tractors, snow removal or garden equip-
ment, and any similar items shall be kept at all times
except when in actual use, in enclosed structures or
otherwise screened from view from any adjoining pro-
perty. No lumber, metals, bulk material, scrap, refuse
or trash shall be kept, stored or allowed to accumulate
on any property, except building materials during the
course of construction and then only for such reasonable
period of time as is necessary prior to collection or
disposal thereof.
(4) No mining, quarrying, tunneling, excavating or dril-
ling for any substance within the earth, including oil,
gas, minerals, gravel, sand, rock and earth, but exclu-
ding water, shall be permitted on any part of the pro-
perty.
(5) No firearms shall be discharged wiJiin the boundaries
of the property,
and reserving unto the Grantor, its successors and
exclusive right of way 10' in width lying adjacent
assigns, a non -
to and adjoining
the easterly boundary of the above described land for
egress to any and all land of Grantor, its successors
Grantor covenants that a non-exclusive
access and
and assigns.
access and egress road
from the County Road to the above described land will be completed
-2-
1
1
1
1
1
1
1
1
1
I •
1
1
1
1
a.
Dour;46;;77
before August 1, 1976.
IN WITNESS WHEREOF, this Warranty Deed is executed this (,
day of March, 1976.
�t::1;•''•'.
•��
•C •, �
•
• 1.. t
.•ice e
SiPtT$, AI:•• tOLORADO
`-• d
COUNTY OF GARFIELD
)
ss.
RIMLEDGE URANIUM AND MINING CORPOP.ATION
131r a
Its President
The foregoing Warranty Deed was acknowledged before me this 8th
day of March, 1976, by Fern A. McCormick as
President of Rimledge Uranium and Mining Corporation.
illIRN1: S my hand and official seal.
ct t ........... �, .
• VII' •nl►VG e
r otm
Mymiss•i i' expires:
OF GOA,
•
Notary Public
January 30, 1977
-.3-
• .?
corded at g../0
o' clockJ-' M. , AUG 2 3 Wb
Reception No. 27W)97,�� Recorder.
eoa487 PAcF 982
EASEMENT
ALEN STOREY for the consideration of Ten Dollars
($10.00) and other good and valuable consideration, the receipt
of which is hereby acknowledged, hereby grants to DIANE DALE
and G. DANIEL ENTERLINE, JR. a non-exclusive easement for
ingress and egress twenty feet (20') wide following an existing
road over and across the following described property:
East one-half of the Sk Nh Sh SE4, Sh Sh SE4, Sh
Nh SES SWC, Sh SES SW1 of Section 24, Township 7 South, Range
88 West of the 6th P.M.
Signed this 9th day of August, 1976.
STATE OF COLORADO )
ss.
COUNTY OF PITKIN )
Jhe foregoing instrument was acknowledged before me
this %/ day of August, 1976 by ALAN STOREY.
My Commission Expires: ..., ;:.t�mnfuion expka � 24, 1980
Witness my hand and official seal.
°' YNotary ub is (0