HomeMy WebLinkAbout1.0 Application•
•
GARFIELD COUNTY
Building & Planning Department
108 8th Street, Suite 201
Glenwood Springs, Colorado 81601
Telephone: 970.945.8212 Facsimile: 970.384.3470
www.garfield-county.com
Subdivision Application Form
➢ Subdivision Name:
GENERAL INFORMATION
(To be completed by the applicant.)
➢ Type of Subdivision (check one of the following types):
Sketch Plan ,)( Preliminary Plan Final Plat
➢ Name of Property Owner (Applicant): F r L4- zI ck, v)
➢ Address: j c, Telephone:
➢ City: State: Zip Code: FAX:
➢ Name of Owner's Representative, if any (Attorney, Planner, etc):
rvIo
➢ Address: Telephone:
➢ City: State: Zip Code: FAX:
➢ Name of Engineer:
➢ Address:
Telephone:
➢ City: State: Zip Code: FAX:
➢ Name of Surveyor:
➢ Address: I c Telephone:
➢ City: State: Zip Code: FAX:
➢ Name of Planner:
➢ Address: f\.; ) Telephone:
➢ City: State: Zip Code: FAX:
GENERAL INFORMATION continued...
➢ Location of Property: Section 4 3 Township (p , S , Range '
➢ Practical Location / Address of Property: 1 5 `6 ,cat �1 11�. el a , 3
. f l 1
➢ Current Size of Property to be Subdivided (in acres): 1p3
➢ Number of Tracts / Lots Created within the Proposed Subdivision:
➢ Property Current Land Use Designation:
1. Property's Current Zone District:
2. Comprehensive Plan Map Designation:-%w/tC
A/RRD
Proposed Utility Service:
➢ Proposed Water Source: _ 1 e.. C $„‘,i Wel (Li
➢ Proposed Method of Sewage Disposal: Pr'; uck.k. Se. Nk'
➢ Proposed Public Access VIA: eou_04-1 i ca d a 3 3
➢ Easements: Utility: (., P!L I Sorjvrcr- f L. piPst
Ditch: Creek C6Ltincw
➢ Total Development Area (fill in the appropriate boxes below):
(1) Residential
Units f Lots Size (Ages) P ing-Previd
Single -Family
Duplex
3,g14/3.Rb4/io.3L5/4S, 7an a
u
-Farm
Mobile Ho
(t3,
Floor Area (s
(2) Gommei
Size (Acres)
(3)
ndustrial
(4) Public j
Qii
Publi
......... _............
Total
➢ Base Fee: Sketch Plan - $325.00; Prelim Plan - $675.00; Final Plat - $200 paid on
➢ Plat Review Fee (see attached fee schedule)
2
• •
GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT
AGREEMENT FOR PAYMENT FORM
(Shall be submitted with application)
GARFIELD COUNTY (hereinafter COUNTY) and
(hereinafter APPLICANT) agree as follows:
1. APPLICANT has submitted to COUNTY an application for
(hereinafter, THE PROJECT).
2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the
administration of the fee structure.
3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to ascertain the full extent of the costs involved in processing the
application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to
thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification by the COUNTY when they are necessary as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the consideration of an
application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY
for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid
prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan.
APPLICANT
j2K,
Date:
3/3/04/
Ok/oi iT J Y, f Ll«h
Print Name
Mailing Address: /S'$ . (1)? Z 3 3
j�if(e'Ido X/6.0
Page 4
• •
and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at
the next BOCC meeting to be placed on the consent agenda with a request to
authorize the Chairman of the BOCC to sign the plat.
Once the Final Plat is signed, it is then recorded by the County Clerk in the Clerk and
Recorder's Office for a fee of $11 for the first sheet and $10 for each additional sheet
thereafter. This fee shall be paid by the applicant. This act of recording the signed Final
Plat represents the completion of the Garfield County Subdivision Process.
Please refer to the specific language in the Final Plat portion (Section 5:00) of the
Subdivision Regulations for specific timelines and additional responsibilities required of
the applicant to complete the Final Plat process.
Please Note: This information presented above is to be used as a
general guide for an applicant considering a subdivision in Garfield
County. It is highly recommended that an applicant either purchase
the Garfield County Zoning Resolution and Subdivision Regulations
or access them on-line at:
http://www.garfield-countv.com/building and planning/index.htm
in order to ascertain all the necessary requirements for each of the
three steps including Sketch Plan Review, Preliminary Plan Review,
and Final Plat Review.
I have read the statements above and have provided the required attached information
which is correct and accurate to the best of my knowledge.
(Signature of applicant/o ner)
Last Revised: 11/21/2002
8
3 2 —
Date
• •
Robin J. Fritzlan
1582 CR 233, Rifle, CO 81650
April 1, 2004
Jim Hardcastle
Garfield County Building & Planning Dept.
109 8th Street
Glenwood Springs, CO 81601
RE: Booms Place Subdivision Sketch Plan
Dear Mr. Hardcastle,
970-625-4616
970-379-2766
The following is in response to your letter dated March 29, 2004, regarding Sketch
Plan Application. I have included all of the required information you needed.
Hopefully you will find this all complete.
3:40
A. Source and amount of water upply;
See Special Warra ty "asement Deed and Agreement page 3, #3 highlighted
attached. Tap fees eady paicand available.
B. Proposed type of sewage
ill be private Septic systems.
C. U.S.D.A. Soil Conserv do Service soil designations, with
interpretation tables at ched.
D. Statement assessing the impact of the proposed subdivision on the lakes,
streams and topography of the site.
There are no lakes or streams on the site. The existing Rifle Creek Canyon
2Ditch has been abandoned and will not be significantly impacted by the
proposal.
E. Statement assessing potential radiation hazards to the site;
There are no known radiation hazards on the site.
• •
F. Evidence that all lots and parcels created by the subdivision will have access
to a public right-of-way, in conformance with the Colorado State Highway
Access Code and applicable County Regulations.
There is an existing access from Garfield County Road 233.
G. The existing source of electricity is Public Service Company.
There is no local source of natural gas. Individual propane tanks used.
The existing source of telephone is Quest.
We do not anticipate that cable TV service will be available.
3:32
E.F.H. See attached application and sketch plan.
I. Land use breakdown;
The existing zoning is A/R/RD. A zone change is not proposed.
7. The total number of proposed off-street
parking spaces:
Residential; 1 space per 600 square fee of
floor area or 1 space per dwelling unit,
whichever is greater.
8. The total proposed density is .33 unites
per acre or 2 units per 6 acres or 1 unit
per 3 acres.
I appreciate your help and progress of this application. If you have any questions or
concerns or any additional information, please be sure to give me a call at 970-379-
2766 or 970-625-4616.
Thank You,
Robin J. Fritzlan
• •
Robin J. Fritzlan
1582 CR 233, Rifle, Co 81650
April 20, 2004
Jim Hardcastle
Garfield County Building & Planning Dept.
109 8th Street
Glenwood Springs, Co 81601
RE: Sketch Plan
Dear Mr. Hardcastle,
970-625-4616
970-379-2766
The following is in regards to your letter dated April 15, 2004. I hope you find the
following complete. Please let me know if any additional information is needed.
*Sketch Plan has been added to the survey.
• E. Topography- proposed lots have been added.
• F. General locations — please see revised survey. Clarifying streets, showing
public street access
Hopefully this will suffice the completion to the application for the sketch plan. Would
still like to make the meeting for May 15, 2004. Please let me know if any additional
information is required and I will forward anything to you immediately. Please call me
and I can get things much faster.
Robin J. Fritzlan
57
21
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T. 5 S.
T. 6 S.
Rifle Creek
Community • ub
United States
Department of
Agriculture
Soil
Conservation
Service
•
In Cooperation with the
Colorado Agricultural
Experiment Station
Soil Survey of
Rifle Area,
Colorado
Parts of Garfield
and Mesa Counties
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•
Lilted to production of Engelmann spruce
r. This soil can produce 3,850 cubic feet
~;acre every 10 years from a fully stocked,
stand of 100 -year-old trees. Steep slopes
ber harvest, and special care is needed to
erosion.
deer, black bear, and grouse find habitat on this
„Slope and large stones limit community development.
Special design overcomes these limitations.
This soil is in capability subclass Vile, nonirrigated.
26—Farlow-Rock outcrop association, steep. This
broadly defined map unit consists of moderately steep to
steep Farlow soils and Rock outcrop on mountainsides.
Elevation ranges from 8,000 to 10,500 feet. The Farlow
soil formed in residuum from limestone. The average
annual precipitation is about 19 inches, the average
annual air temperature is about 38 degrees F, and the
frost -free period is less than 75 days.
The Farlow soil makes up about 65 percent of the
association, and Rock outcrop makes up about 25 per-
cent.
The Farlow soil is deep and well drained. Typically, the
surface layer is dark grayish brown channery loam about
10 inches thick. The substratum is light gray and pale
brown very channery loam and extremely flaggy loam
about 32 inches thick. Weathered limestone is at a depth
of 42 inches.
Permeability of the Farlow soil is moderate, and availa-
ble water capacity is low. Effective rooting depth is about
40 to 60 inches. Surface runoff is rapid, and the erosion
hazard is moderate.
The Rock outcrop is limestone.
Included in mapping are small areas of Dateman soils,
generally in depressions. These areas make up 5 to 15
percent of the map unit.
This association is used mainly for limited grazing and
wildlife habitat.
The native vegetation is mainly needlegrasses, wheat -
grasses, and serviceberry.
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.
Elk, deer, black bear, and grouse find habitat on this
soil.
Community development and sanitary facilities are lim-
ited by slope and depth to rock. Special design is
needed to overcome these limitations.
Thk, association is in capability subclass Vile, nonirri-
gated.
27—Halaquepts, nearly level. This broadly defined
unit consists of deep, somewhat poorly drained to poorly
drained, nearly level and gently sloping, salt -affected
•
SOIL SURVEY
soils in narrow foothill valleys, on fans, and on low ter-
races. Slopes are 0 to 6 percent. These soils formed in
alluvium.
The soils are extremely variable. The upper 24 inches
ranges from loam to clay, and the underlying layers are
generally gravelly. The soils are commonly gleyed from
the surface down. Stratified sand, gravel, and cobbles
are at a depth of 24 to 40 inches. In some areas, gravel
and cobbles are at or near the surface.
Included with these soils in mapping are small, isolat-
ed areas of Arvada, Limon, and Heldt soils that have
slopes of 1 to 6 percent. Small areas of severely alkali -
affected soils are identified by an alkali spot symbol.
These areas make up 10 to 15 percent of the map unit.
The water table is at or near the surface at times,
mainly during spring and summer. The level of the water
table is strongly influenced by the seasonal water level in
nearby streams and rivers and higher lying irrigation
ditches. Water seeps from the ditches into these soils.
These soils are subject to rare or occasional flooding.
This unit is used mainly for grazing.
Some hay is grown in areas drained by ditches. Yields
are low because of saline condition. Alkali -tolerant
grasses and legumes must be grown for productive hay
and pasture.
The native vegetation consists of willows, tamarisk,
cottonwoods, and alkali- and water -tolerant grasses.
Game birds, rabbits, deer, and other wildlife find habi-
tat on these soils. Ducks and geese nest in the more
swampy areas. Mourning doves nest in the cottonwoods
and tamarisk. Rabbits and deer find adequate food and
cover on these soils. Where the soil has been drained
and is suitable for hay and pasture, planting food plots,
trees and shrubs, and nesting cover enhances habitat for
upland wildlife. Where the water table is high, open
water for waterfowl can be developed by blasting or
excavating.
Community development is limited by flooding and
depth to water table. Onsite investigation is necessary
for appropriate design and construction to overcome
these limitations.
These soils are in capability subclass Vlw, nonirrigat-
ed.
28—Heldt clay loam, 1 to 3 percent slopes. This
deep, well drained, nearly level soil is on alluvial fans
and sides of valleys. Elevation ranges from 5,000 to
6,000 feet. This soil formed in fine textured alluvium
derived from shale and sandstone. The average annual
precipitation is about 14 inches, the average annual air
temperature is about 48 degrees F, and the average
frost -free period is about 120 days.
Typically, the surface layer is grayish brown clay loam
about 8 inches thick. The subsoil is light brownish gray
clay loam about 13 inches thick. The substratum is light
gray clay to a depth of 60 inches.
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RIFLE AREA, COLORADO 23
ranges from 5,000 to 6,500 feet. This soil formed in
mixed alluvium derived primarily from basalt. This soil
has a thin intermittent cap of reddish eolian material. The
average annual precipitation is about 14 inches, the
average annual air 'temperature is 46 degrees F, and the
average frost -free period is about 125 days.
Typically, the surface layer is brown stony loam about
8 inches thick. The underlying material is white, very
strongly calcareous very stony loam to a depth of 60
inches.
Included with this soil in mapping are small areas of
Potts and Ascalon soils on less sloping positions. These
areas make up 5 to 15 percent of the map unit.
Permeability is moderately rapid, and available water
capacity is low. Effective rooting depth is more than 60
inches. Surface runoff is medium, and the erosion hazard
is moderate.
This soil is used mainly for grazing and wildlife habitat.
The native vegetation on this soil is mainly pinyon and
tah juniper. The understory consists mostly of Indian
cegrass, wheatgrass, junegrass, serviceberry, bitter -
brush, and big sagebrush.
When the understory vegetation deteriorates, grasses
Imost disappear and forbs and shrubs increase. Proper -
managing the vegetation maintains wood production
nd grazing. Selectively thinning the pinyon and juniper
proves understory grazing and provides firewood,
osts, and Christmas trees.
This soil is suited to production of pinyon and Utah
niper. It can produce 9 cords of wood per acre when
ees more than 4.5 feet tall reach an average diameter
at one foot) of 5 inches. The low available water capac-
affects survival of tree seedlings.
Mule deer, chukar, wild turkey, gray squirrel, and cot-
ntail rabbit find habitat on this soil.
Community development is limited by Targe stones and
eep slopes. Structures to divert runoff are needed for
ads.
This soil is in capability subclass Vls, nonirrigated.
34—Ildefonso stony loam, 25 to 45 percent slopes.
his deep, well drained, hilly to steep soil is on mesa
breaks, sides of valleys, and alluvial fans. A small portion
f this unit is on very steep to extremely steep mesa
escarpments. Elevation ranges from 5,000 to 6,500 feet.
is soil formed in mixed alluvium derived primarily from
salt. This soil has a thin intermittent cap of reddish
lian material. The average annual precipitation is about
4 inches, the average annual air temperature is about
degrees F, and the average frost -free period is about
25 days.
Typically, the surface layer is brown stony loam about
inches thick. The underlying material is white, very
ongly calcareous very stony loam to a depth of 60
hes.
ncluded with this soil in mapping are small areas of
and Ascalon soils on less steep and depressional
positions. These areas make up about 5 to 15 percent of
the map unit.
Permeability is moderately rapid, and available water
capacity is low. Effective rooting depth is more than 60
inches. Surface runoff is medium, and the erosion hazard
is severe.
Ildefonso soil is used mainly for grazing and wildlife
habitat.
The native vegetation on this soil is mainly pinyon and
Utah juniper. The understory consists of Indian ricegrass,
wheatgrass, junegrass, serviceberry, bitterbrush, and big
sagebrush.
When the understory vegetation deteriorates, grasses
almost disappear and forbs and shrubs increase. Proper-
ly managing the vegetation maintains wood production
and ground cover. The value for grazing is low because
of steep slopes and tree cover. Firewood, posts, and
Christmas trees can be harvested on the more gently
sloping areas.
This soil is suited to production of pinyon and Utah
juniper. It can produce 9 cords of wood per acre when
trees more than 4.5 feet tall reach an average diameter
(at one foot) of 5 inches. The low available water capac-
ity affects survival of tree seedlings. Steep slopes and
severe erosion hazard affect harvesting.
Mule deer, chukar, wild turkey, gray squirrel, and cot-
tontail rabbit find habitat on this soil.
Community development is limited by Targe stones and
steep slopes. Structures to divert runoff are needed for
roads.
This soil is in capability subclass Vile, nonirrigated.
35—Ildefonso-Lazear complex, 6 to 65 percent
slopes. Moderately sloping to very steep soils are on
hillsides and mesa breaks. Elevation ranges from 5,000
to 6,500 feet. The Ildefonso soil formed in very calcare-
ous, mixed, stony alluvium derived mainly from basalt,
and the Lazear soil formed in shale and sandstone re-
siduum. The average annual precipitation is about 14
inches, the average annual air temperature is about 48
degrees F, and the average frost -free period is about
125 days.
The Ildefonso soil makes up about 50 percent of the
unit, the Lazear soil makes up about 30 percent, and
soils of minor extent make up 20 percent.
The Ildefonso soil is deep and well drained. Typically,
the surface layer is brown stony loam about 8 inches
thick. The underlying material is white, very strongly cal-
careous very stony loam to a depth of 60 inches.
Permeability of the Ildefonso soil is moderately rapid,
and available water capacity is low. Effective rooting
depth is more than 60 inches. Surface runoff is me
and the erosion hazard is moderate.
The Lazear soil is shallow over shale beds
well drained. Typically, the surface layer is gr
gravelly loam about 4 inches thick. The un
E AREA, COLORADO 29
ncluded with this soil in mapping are small areas of
ada and Ildefonso soils. The Arvada soils are moder-
sloping, and the Ildefonso soils are steeper. These
as make up 10 to 15 percent of the map unit.
permeability is moderately rapid, and available water
c``"•acity is low. Effective rooting depth is 60 inches.
rface runoff is slow, and the erosion hazard is severe.
This soil is used mainly for grazing and wildlife habitat.
The native vegetation on this soil is mainly wheat -
ss, needleandthread, needleandthread, and sagebrush.
When range condition deteriorates, forbs and shrubs
rease. When the range is in poor condition, undesira-
e weeds and annual plants are numerous. Properly
naging grazing maintains and improves range condi-
.n. Reducing brush improves range, but desirable
rubs should not be destroyed.
Mule deer, cottontail rabbit, chukar, and squirrel find
bitat on this soil.
Community development is limited by steep slopes.
mmunity sewage facilities will be needed if population
nsity increases.
This soil is in capability subclass Vile, nonirrigated.
48—Northwater loam, 15 to 65 percent slopes. This
ep, well drained, hilly to very steep soil is on moun-
insides. Elevation ranges from 7,600 to 8,400 feet. This
iI formed in residuum from sedimentary rocks. The
verage annual precipitation is about 20 inches, the
verage air temperature is about 40 degrees F, and the
average frost -free period is less than 75 days.
Typically, the upper part of the surface layer is brown
am about 10 inches thick. In most places 2 inches of
Organic material is on the surface. The lower part of the
urface layer is dark grayish brown loam about 15 inches
thick. The subsoil is light brown very channery clay loam
about 25 inches thick. Fractured sandstone is at a depth
of 50 inches.
Included with this soil in mapping are small areas of
Parachute, Rhone, and Irigul soils. The Rhone soils are
on the north -facing side slopes, and the Parachute and
Irigul soils are near ridge crests. These areas make up
10 to 15 percent of the map unit.
Permeability is moderate, and available water capacity
is moderate. Effective rooting depth is 40 to 60 inches.
rface runoff is slow, and the erosion hazard is slight.
his soil is used mainly for limited grazing, wildlife
at, and recreation.
native vegetation is aspen and an understory
of mountain brome, elk sedge, slender wheat -
aspen peavine, aspen fleabane, snowberry, servi-
and chokecherry.
the understory vegetation deteriorates, forbs,
and Kentucky bluegrass increase.
soil is suited to production of quaking aspen. It
uce 4,050 cubic feet of wood or 6,800 board
ber per acre from a fully stocked, even -aged
80 -year-old trees. At the present there is no
commercial harvest of aspen. Steep slopes affect har-
vesting, and special attention is needed to reduce soil
loss during harvest.
Elk, mule deer, coyote, 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 and depth to rock.
This soil is in capability subclass Vile, nonirrigated.
49—Olney loam, 1 to 3 percent slopes. This deep,
well drained, nearly level soil is on alluvial fans and sides
of valleys. Elevation ranges from 5,000 to 6,500 feet.
This soil formed in alluvium derived from sandstone and
shale. The average annual precipitation is about 14
inches, the average annual air temperature is about 48
degrees F, and the average frost -free period is about
125 days.
Typically, the surface layer is grayish brown loam
about 12 inches thick. The subsoil is grayish brown and
light gray sandy clay loam about 21 inches thick. The
substratum is Tight gray gravelly sandy clay loam or very
gravelly sandy loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Heldt, Potts, and Kim soils that have slopes of 2 to 3
percent. These areas make up 5 to 15 percent of the
map unit.
Permeability is moderate, and available water capacity
is moderate. Effective rooting depth is 60 inches or
more. Surface runoff is slow, and the erosion hazard is
slight.
This soil is mainly used for irrigated crops and hay.
Alfalfa, small grains, corn for silage, and grass or grass -
legume mixtures are grown. Small acreages are in fruits,
including apples, peaches, and apricots.
This soil is irrigated by furrows and flooding. Sprinklers
are also suitable. Drop structures in irrigation ditches
help to control water and prevent excessive ditch ero-
sion.
• The native vegetation on this soil was 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.
Cottontail rabbit, squirrel, pheasant, and some mule
deer find habitat on this soil.
Community development and recreation are limited by
low strength.
This soil is in capability subclass We, irrigated.
50—Olney loam, 3 to 6 percent slopes. This deep,
well drained, gently sloping soil is on alluvial fans and
sides of valleys. Elevation ranges from 5,000 to 6,500
feet. This soil formed in alluvium derived from sandstone
and shale. The average annual precipitation is about 14
inches, the average annual air temperature is about 48
30
degrees F, and the average frost -free period is about
125 days.
Typically, the surface layer is grayish brown loam
about 12 inches thick. The subsoil is grayish brown and
light gray sandy clay loam about 21 inches thick. The
substratum is light gray gravelly sandy clay loam or very
gravelly sandy loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Heldt, Potts, and Kim soils that have slopes of 3 to 6
percent. These areas make up 5 to 15 percent of the
map unit.
Permeability is moderate, and available water capacity
is moderate. Effective rooting depth is 60 inches or
more. Surface runoff is slow, and the erosion hazard is
moderate.
This soil is used mainly for irrigated crops and hay.
Alfalfa, small grains, corn for silage, and grass or grass -
legume mixtures are grown. Small acreages are in fruits,
including apples, peaches, and apricots. Isolated areas
are used for grazing.
This soil is irrigated by furrows and flooding. Sprinklers
are also suitable. Drop structures in irrigation ditches
help to control water and prevent excessive ditch ero-
sion.
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 deteriorated range. Seed-
ing improves range in poor condition. Crested wheat -
grass, western wheatgrass, and Russian wildrye are suit-
able for seeding. Preparing a seedbed and drilling the
seed are good practices.
Cottontail rabbit, squirrel, pheasant, and some mule
deer find habitat on this soil.
Community development and recreation are limited by
low strength.
This soil is in capability subclasses IIIe, irrigated, and
IVe, nonirrigated.
51—Olney loam, 6 to 12 percent slopes. This deep,
well drained, moderately sloping to rolling soil is on allu-
vial fans and sides of valleys. Elevation ranges from
5,000 to 6,500 feet. This soil formed in alluvium derived
from sandstone and shale. The average annual precipita-
tion is about 14 inches, the average annual air tempera-
ture is about 48 degrees F, and the frost -free period is
about 125 days.
Typically, the surface layer is grayish brown loam
about 12 inches thick. The subsoil is grayish brown and
light gray sandy clay loam about 21 inches thick. The
substratum is light gray gravelly sandy clay loam and
very gravelly sandy loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Heldt, Potts, and Kim soils that have slopes of 6 to 12
SOIL SURVEY
percent. These areas make up 5 to 15 percent of they,
map unit.
Permeability is moderate, and available water capacity
is moderate. Effective rooting depth is 60 inches or
more. Surface runoff is medium, and the erosion hazard
is moderate.
This soil is used mainly for irrigated hay, fruits, and
grazing. Grass -legume mixtures and apples, peaches,
and apricots are grown.
This soil is irrigated by furrows and flooding. Sprinklers
are also suitable. Drop structures in irrigation ditches
help to control water and prevent excessive ditch ero-
sion. Keeping a grass or legume cover on this soil at
least three-fourths of the time controls erosion.
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.
Cottontail rabbit, squirrel, pheasant, and some mule
deer find habitat on this soil.
Community development and recreation are limited by
steep slopes and low strength.
This soil is in capability subclass IVe, irrigated and
nonirrigated.
52—Parachute loam, 25 to 65 percent slopes. This
moderately deep, well drained, hilly to very steep soil is
on north- and east -facing mountainsides. Elevation
ranges from 7,500 to 8,700 feet. This soil formed in
residuum from sandstone. The average annual precipita-
tion is 20 inches, the average annual air temperature is
about 40 degrees F, and the average frost -free period is
less than 75 days.
Typically, the surface layer is grayish brown loam
about 5 inches thick. The upper part of the subsoil is
very dark grayish brown and brown loam about 13
inches thick, and the lower part is light yellowish brown
extremely channery loam about 11 inches thick. Hard,
fractured sandstone bedrock is at a depth of 29 inches.
Included with this soil in mapping are small areas of
Rhone and Irigul soils. The Rhone soils are in concave
positions. These areas make up 10 to 15 percent of the
map unit. Irigul soils are on ridge crests.
Permeability is moderate, and available water capacity
is low. Effective rooting depth is 20 to 40 inches. Surface
runoff is medium, and the erosion hazard is moderate.
This soil is used mainly for wildlife habitat and limited
grazing.
32
55—Potts loam, 3 to 6 percent slopes. This deep,
well drained, moderately sloping soil is on mesas, bench-
es, and sides of valleys. Elevation ranges from 5,000 to
7,000 feet. This soil formed in alluvium derived from
sandstone, shale, or basalt. The average annual precipi-
tation is about 14 inches, the average annual air tem-
perature is about 46 degrees F, and the average frost -
free period is about 120 days.
Typically, the surface layer is brown loam about 4
inches thick. The subsoil is reddish brown clay loam
about 24 inches thick. The substratum is pinkish white
loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Olney, Kim, and Ildefonso soils that have slopes of 3 to
6 percent. These areas make up 10 to 15 percent of the
map unit.
Permeability is moderate, and available water capacity
is high. Effective rooting depth is 60 inches or more.
Surface runoff is slow, and the erosion hazard is moder-
ate.
This soil is used mainly for irrigated crops and hay and
for dryland farming (fig. 10). Alfalfa, small grains, and
grass -legume hay are grown. Small areas are used for
grazing.
These soils are usually irrigated by flooding. Drop
structures in irrigation ditches, grassed waterways, and
minimum tillage prevent serious erosion. Irrigation water
should be carefully managed to avoid piping and erosion.
Cover crops or stubble mulching also help to limit ero-
sion in dryfarmed areas.
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.
Pheasant, mourning dove, cottontail rabbit, some mule
deer, and squirrel find habitat on this soil.
Community development and recreation are limited by
low strength and the shrink -swell potential. Dwellings
and roads can be designed to overcome these limita-
tions. Community sewage systems will be needed if the
population density increases.
This soil is in capability subclasses Ille, irrigated, and
IVe, nonirrigated.
56—Potts loam, 6 to 12 percent slopes. This deep,
well drained, moderately sloping to rolling soil is on
mesas, benches, and sides of valleys. Elevation ranges
from 5,000 to 7,000 feet. This soil formed in alluvium
derived from sandstone, shale, or basalt. The average
annual precipitation is about 14 inches, the average
SOIL SURVE
annual air temperature is about 46 degrees F, and th
average frost -free period is about 120 days.
Typically, the surface layer is brown loam about
inches thick. The subsoil is reddish brown clay loan
about 24 inches thick. The substratum is pinkish whit(
loam to a depth of 60 inches.
Included with this soil in mapping are small areas o
Kim, Olney, and Ildefonso soils that have slopes of 6 tc
12 percent. These areas make up 10 to 15 percent o
the map unit.
Permeability is moderate, and available water capacit'
is high. Effective rooting depth is 60 inches or more
Surface runoff is medium, and the erosion hazard is
severe.
This soil is used mainly for grazing, wildlife habitat, anc
some dryland farming (fig. 10). Wheat, barley, and oat:
are grown.
Minimum contour tillage and stubble mulching help tc
prevent excessive erosion.
The native vegetation on this soil is mainly wheat
grass, needleandthread, and sagebrush.
When range condition deteriorates, forbs and shrub:
increase. When the range is in poor condition, undesira
ble weeds and annual plants are numerous. Properl!
managing grazing improves and maintains range condi
tion. Reducing brush improves range. Seeding improve:
range in poor condition. Crested wheatgrass, wester!
wheatgrass, and Russian wildrye are suitable for seed
ing. Preparing a seedbed and drilling the seed are goo(
practices.
Community development and recreation are limited la
low strength, shrink -swell potential, and slope. Dwelling.
and roads can be designed to overcome these limita
tions. Community sewage systems will be needed if thi
population density increases.
This soil is in capability subclass IVe, irrigated and
nonirrigated.
57—Potts-Ildefonso complex, 3 to 12 percen
slopes. These gently sloping to rolling soils are a
mesas and sides of valleys. Elevation ranges from 5,001
to 6,500 feet. The Potts soil formed in alluvium derive,
from sandstone, shale, or basalt. The Ildefonso so
formed in very strongly calcareous, basaltic alluvium an
small amounts of eolian material. The average annus
precipitation is about 14 inches, the average annual a
temperature is about 46 degrees F, and the averag
frost -free period is about 120 days.
The Potts soil makes up about 60 percent of the ma
unit, and the Ildefonso soils makes up about 30 percen
The Potts soil is on slightly concave positions, and th
Ildefonso soil is on the breaks of steeper slopes.
The Potts soil is deep and well drained. Typically, th
surface layer is brown loam about 4 inches thick. Th
subsoil is reddish brown clay loam about 24 inches thicl
The substratum is pinkish white loam that extends to
depth of 60 inches.
• •
142 SOIL SURV
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
I Efactors IOrgani,.;
map symbol : : i 1 water ;reaction: : potential : i : matte,
;W
: : (capacity : : 1 IK I T ;
1 In I Pct ; In1hr ; In/in : �H :mmhos/emi : : : Pet:'
1- 1 I I I 1 I I
I 1 I 1 1 1 I I 1
17 : 0-211 20-27 : 0.6-2.0 :0.16-0.18:6.6-7.3 ' <2 :Low r0):2
41 5 3-6w
Cochetopa :21-601 35-50 : 0.06-0.2 10.11-0.14:6.6-7.8 <2 :High 41
1 1 1 1 1 1 1 1 1 I 1
18*, 19*: : : : : : :
Cochetopa I 0-211 20-27 1 0.6-2.0 :0.16-0.1816.6-7.3 <2 :Low ;0.24; 5 : 3-6'''.
121-60: 35-50 : 0.06-0.2 :0.11-0.1416.6-7.8 <2 ;High ;0.241
1 1 1 1 : :
Jerry 1 0-3 20-25 1 0.6-2.0 :0.16-0.18:6.6-7.3 <2 :Low :0.281 5 : 3-5`,
1 3-601 35-50 1 0.06-0.2 10.13-0.1517.4-8.4 <2 :High 10.321
11 1 1
I I I I : 1 : 1
20*. : : : : : I : :
Cryaquolls I : ; ; : : : :
1
1
21*: : : : : 1 1 1 :
Cushman 1 0-3 1 16-20 : 0.6-2.0 ;0.16-0.2016.6-7.8 <2 1Low 10.241
3-11: 25-35 : 0.6-2.0 10.14-0.1817.4-8.4 <2 ;Moderate 10.321
111-321 16-20 1 0.6-2.0 10.08-0.1217.4-8.4 <2 1Low 10.171
32 1 --- 1 --- 1 --- ; --- --- : 1 1
1 1 1 1 1 1 1 1
Lazear 1 0-4 1 15-20 1 0.6-2.0 10.08-0.11:7.9-9.0 <2 :Low 10.201 1 10.5-1'
1 4-161 15-20 1 0.6-2.0 10.08-0.111 >7.9 <2 :Low :0.201
16 I 1 1 1 1 I 1
1 --- 1 --- I --- I--- --- I I I 1
1
1 1 1 1 1 I
22 1 0-3 1 15-25 1 0.6-2.0 10.11-0.1316.1-7.3 <2 :Low :0.24: 3 I 3-
Dateman 1 3-221 10-20 1 0.6-2.0 10.08-0.1016.6-7.8 <2 :Low :0.201
122-341 10-20 1 0.6-2.0 10.08-0.1016.6-7.3 <2 1Low 10.201 1
: 34 1 --- 1 --- 1 --- I --- --- I 1 1 :
1 I 1 1 1 I I 1
1 1 i 1 1 1 1
23 1 0-121 10-20 1 0.6-2.0 10.10-0.14:6.6-7.8 <2 1Low :0.24: 3 1 3-
Detra :12-57: 20-35 : 0.6-2.0 10.14-0.1616.6-8.4 <2 :Moderate
: 57 : --- 1 --- --' : --- --- : :
1 1 I :0.201
I I I I
* I 1 1 1 1 1 1 1
24 1 1
Dollard 1 0-5 1 35-45 1 0.06-0.2 :0.17-0.1917.4-9.0 <2 :High 10.371 2 1 1-
5-2511 35-50 1 0.06-0.2 10.13-0.18 7.4-9.0 <2 :High :0.43:
25 : --- : --- I --- --- --- 1 1----I
11 1 1 1
1 1 1 I 1
Rock outcrop. 1 1 1 1 1 1
11
1 i1 1
25 I 0-151 10-23 1 0.6-2.0 10.16-0.1816.1-7.3 <2 1Low
Etoe 115-241 10-25 1 0.6-2.0 10.12-0.1416.1-6.5 <2 :Low
124-601 20-25 1 0.6-2.0 10.05-0.1116.1-7.3 <2 :Low
I I I I I I
26*: 1 1 1 1 1 1
Farlow 1 0-101 15-25 1 0.6-2.0 10.12-0.14:7.4-7.8 <2 1Low
110-421 18-27 1 0.6-2.0 10.05-0.0717.9-8.4 <2 1Low
2 : 2-3;I
1.
421
1 1 1 1 1
Rock outcrop. 1 1 1 1 1 1
: 1 : 1 1 1
27*. 1 1 I 1 1 1
Halaquepts 1 1 1 1 1 1
21 I I 1
1083 28, 29, 30, 31-- 0-8 1 30-45 1 0.06-0.2 10.12-0.1717.4-9.0 <8 :High 0.:Heldt : 8-60: 35-45 1 0.06-0.2 :0.12-0.1717.9-9.0 <8 :High.:
I 1
1
1
1 1
1
10.20
10.15
10.15
1
:0.28
:0.28
:
1 1 1 1 1 1
32 1 0-111 30-40 1 0.2-0.6 10.15-0.19:7.9-8.4 <2 :Moderate
Holderness 111-30: 40-60 I 0.06-0.2 10.15-0.1917.9-8.4 <2 :High
Variant 130-601 30-40 1 0.2-0.6 10.15-0.1917.9-8.4 <2 :High
; 1 1 1 1
33, 34 1 0-8 1 15-25 1 2.0-6.0 10.08-0.1017.4-8.4 <2 :Low
Ildefonso 1 8-60: 15-25 1 2.0-6.0 :0.06-0.0817.9-8.4 <4 1Low
: : 1 1 11 1
35*: 1 1 1 1 1 1
Ildefonso 1 0-8 1 15-25 1 2.0-6.0 :0.08-0.1017.4-8.4 <2 :Low
1 8-601 15-25 1 2.0-6.0 10.06-0.0817.9-8.4 <4 ILow
1 1 1 1 1 I
See footnote at end of table.
1 I
:10.0.2428::
:0.321
; I
10.151
10.151
1C0):11551
5 10.5-
1
3 : 2
5 1 1-
I
1 A"
5
3 I0.5-"
3 10.5-.
1
i
• •
RIFLE AREA, COLORADO 143
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
Erosion 1
Soil name and IDepthlClay <2mm1 Permeability ;Available; Soil !Salinity; Shrink -swell 1 factors ;Organic -
map symbol 1 : ; 1 water :reaction: ; potential , ! matter
1 1 1 ;capacity ! 1 1 : K : T
1In 1 Pct : In/hr 1 In/in 1 :mmhos/cm1 '
! , i Pet
I I
35*: 1 1 1 1 1
I 1
Lazear ; 0-4 ; 15-25 : 0.6-2.0 10.14-0.1617.9-9.0 <2 :Low 0.201 1 10.5-1
4-161 20-25 ; 0.6-2.0 10.14-0.1617.9-9.0 <2 ;Low 10.201 1
16 1 --- 1 --- 1 --- 1 --- --- : 1
I 1 I
36, 37 : 0-6 ; 15-27 1 0.6-2.0 10.09-0.1116.1-7.8 <2 1Low10.281 1 1 1-3
Irigul 1 6-171 20-35 1 0.6-2.0 10.05-0.0717.4-8.4 <2 1Low 10.201
17 ! --- : --- i --- 1 --- --- : 1 1
1 1 1 1 1 1 1 1
38*: 1 : : 1 1 1 1 :
Irigul 1 0-6 1 15-27 1 0.6-2.0 10.09-0.1116.1-7.8 <2 :Low 10.281 1 1 1-3
1 6-171 20-35 1 0.6-2.0 10.05-0.0717.4-8.4 <2 ;Low 10.201 1
: 17 I --- 1 ---
1 I ! --- I --- I I I --- I I I
I
1 1 1 1 1 1 1 1 1
Starman 1 0-3 1 15-25 1 0.6-2.0 10.09-0.1117.4-9.0 <2 ;Low 10.24! 1 1 1-2
1 3-131 18-25 1 0.6-2.0 10.09-0.1117.4-9.0 <2 ;Low 10.281 ;
1 13 1 ---
1 --- : ---
- - - 1 1
1 1 1 1 1 1 1 1
1
1 1
39 1 0-3 1 15-35 1 0.6-2.0 10.16-0.1816.6-7.3 <2 ;Low 10.321 5 1 3-5
Jerry 1 3-401 35-45 1 0.06-0.2 10.13-0.1516.6-8.4 <2 1High 10.281 1
140-601 20-50 1 0.6-2.0 10.13-0.1517.9-8.4 <2 ;Moderate 10.201 1
1 1 1 1 1 1
40, 41 1 0-601 15-25 1 0.6-2.0 10.15-0.1817.4-8.4 <2 1Low 10.321 5 0.5-1
Kim 1 ! ! 1 1 1 1 1
I 1
1 1 1 1 1 1
42 1 0-601 20-27 1 0.6-2.0 10.18-0.216.1-7.3 <2 1Low 10.28: 5 1 2-4
Lamphier 1 1 1 1 1 1 1 1
I I I 1 1 1 1
I
43 1 0-5 1 30-40 1 0.2-0.6 10.14-0.1717.4-8.4 2-8 :High 10.28 5 10.5-1
Limon : 5-601 35-60 1 0.06-0.2 10.12-0.16:7.9-9.0 2-8 :High :0.321 1
I I 1 1 1
14 0-5 22-32 1 0.6-2.0 10.18-0.211 6.6-8.4 <2 Moderate 10.371 5 1 1-2
Morval 5-17 28-35 1 0.6-2.0 :0.14-0.21 7.4-8.4 1 <2 Moderate 10.431 1
17-60 20-35 1 0.6-2.0 10.08-0.10 7.8-8.4 1 <2 Moderate 10.24!
1 1 1 1
45*: : ; 1 1 1 1 1 1 1
Morval 1 0-5 1 22-32 1 0.6-2.0 10.18-0.2116.6-8.4 1 <2 ;Moderate 10.371 5 1-2
1 5-17; 28-35 : 0.6-2.0 ;0.14-0.2117.4-8.4 1 <2 :Moderate 10.431
117-601 20-35 1 0.6-2.0 10.08-0.1017.8-8.4 1 <2 :Moderate 0.241
1 1 1 1 '
Tridell 1 0-101 15-27 1 0.6-2.0 10.11-0.1317.4-8.4 1 <2 !Low 10.28; 3 2-4
110-601 15-20 1 2.0-6.0 10.06-0.0817.9-8.4 1 <2 :Low 10.201
11
11 1 1 1 1 1 1
46, 47 ; 0-111 10-27 1 0.6-2.0 10.12-0.1617.4-8,4 1 <2 1Low 10.24; 2 0-1
Nihil! :11-60: 15-27 1 2.0-6.0 10.06-0.0917.9-9.0 1 <4 :Low 10.201
1 1 1 I 1 : I
48 1 0-251 20-27 1 0.6-2.0 10.13-0.1816.6-7.8 1 <2 1Low 10.321 5 3-6
Northwater :25-501 20-35 1 0.6-2.0 10.08-0.1016.6-7.8 1 <2 :Low ;0.201
1 50 1 --- 1 --- 1--- 1 --- ; --- 1 1----1
1 1 1 1 1 I I 1 1
49, 50, 51 : 0-121 18-24 1 0.6-2.0 10.15-0.18;6.6-8.4 1 <2 1Low 10.321 5 1-2
Olney 112-331 22-26 1 0.6-2.0 10.14-0.1617.4-8.4 : <2 !Moderate 10.241
133-431 18-22 1 0.6-2.0 10.10-0.1517.9-8.4 1 <2 1Low 10.201
143-601 16-22 1 0.6-2.0 10.07-0.10:7.9-8.4 1 <2 :Low 10.101
1 1 1
1 1 1 1 1 I 1 1 :
52 1 0-5 1 15-25 1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 1Low 10.241 2 1 3-6
Parachute : 5-18: 15-25 1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 ;Low 10.241 1
118-291 15-25 1 2.0-6.0 10.03-0.0616.6-7.8 1 <2 ;Low 10.10; 1
1 29 : --- 1 ---1 1 1 1 1
1 --- I--- 1 --- I 1----1
1 1 1 1 1 I 1 1 1
53*: 1 1
1 1 1 ; I 1 :
Parachute 1 0-5 1 15-25 1 0.6-2.0 :0.16-0.1816.6-7.8 1 <2 1Low10.24: 2 1 3-6
1 5-181 15-25 1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 1Low 10.24: 1
118-291 15-25 1 2.0-6.0 10.03-0.0616.6-7.8 1 <2 1Low 0.10: 1
1 29 ; --- 1 --- 1 --- : --- 1 --- 1 1----1
1 1 1 1 1 1 1 1 1 1
See footnote at end of table.
144
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
SOIL SURV
Soil name and 1DepthlClay <2mm1 Permeability IAvailableI Soil 'Salinity;
1 Erosion 1
map symbol 1 I 1 , Salinity, Shrink -swell , factors ;Organic
1 1 1 ;cawater ;reaction; 1 potential 1----T----; matter
In y' I 1 ; K 1
53*: I I Pct 1 In/hr i In/in 1 RE Immhos/cmF , , T I Pct
Rhone1 0-8 1 20-27 1 0.6-2.0 10.19-0.2116.6-7.8 1 <2 13 1 3-6,
8-281 20-30 1 0.6-2.0 10.15-0.1716.6-7.8 1 <2 ;Moderate110.241
128-521 20-30 1 0.6-2.0 10.08-0.10;6.6-7.8 1 <2 ;Low 10.141 1
1 --- 1 --- 1 ,0.15, ,
1 ; ; --- 1 --- 1 --- ; I ;
54, 55, 56 1
1 0-4 1 15-25 ; 0.6-2.0 {0.16-0.1816.6-7.8 i <2 I 1 ;
Low ;0.37; 5 ;
Potts ; 4-281 20-35 1 0.6-2.0 10.19-0.2116.6-8.4 1 <2 ;Moderate
128-60; 15-25 0.6-2.0 10.16-0.1817.9-9.0 <2 10.431.55 1
; 1 1 1 ;Low 10.55; 1
57*, 58*, 59*: 1 I ' 1 1 1 1 1
1 1 1 , 1 1 1 1 1 1 R..,,.
Potts 1 0-4 1 15-25 ; 0.6-2.0 10.16-0.1816.6-7.8 ; <2 ;Low 1 1
I I 1
1 4-281 20-35 1 0.6-2.0 10.19-0.2116.6-8.4 1 <2 ;Moderate 10.431 5 1 1-2Y''
128-601 15-25 1 0.6-2.0 10.16-0.1817.9-9.0 1 <2 ;Low
10.431 I
1 11 1 1 10.551 1
1 1
Ildefonso
1 0-8 ; 15-25 ; 2.0-6.0 10.08-0.1017.4-8.4 1 <2 ILow 1 1 I
1 8-601 15-25 1 2.0-6.0 10.06-0.0817.9-8.4 1 <4 ;Lo1w 10.15 3 0.5-1
' 10.151 ,
60, 61 0-8 1 20-27 1 0.6-2.0 1 1 1 1 1
1
Rone 1 8-281 20-30 1 0.6-2.0 ;0.15-0.1716.6-7.8 1 <2 Mow 10.241 3 3-6
128-521 20-30 1 0.6-2.0 10.08-0,1016.6-7.8 1 <2 ;Lowerate 10.241 1
1 52 1 --- ; ......... ;10.151 1
1 1 1
1
I I I I , -- --- 1 1 1 1
62*:,
Rock outcrop.1 1 1 1 1 1 1 1 1 I
1 , 1 1 1 , 1 1
1I 1 1
1 , 1 1 1
1 1 1
Torriorthents. 1 1 1
1 1 I 1 1 1 I
1 1 1
1 1 1 1 1 1 1 1 I
b3 1 1
Silas 1 0-601 15-27 1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 ; 1 1
1 1 ,Low 10.241 5 ; 3-5
I 1 1 ,
I 11 1I I
1 1 ' 1 1 I I
64 1 0-9 1 27-35 1 0.06-0.2 10.14-0.2016.6-7.8 1 <2 1Moderate1
Tanna 1 9-241 35-45 0.06-0.2 10.12-0.1817.4-9,0 1 <4 10.371 2 1 20-40
124-301 15-30 0.06-0.2 ,Moderate 10.43i I
1 30 1 ___ --- 10.07-0.1217.4-9.0 1 <4 ;Moderate 10.241
1 1 1 1 --- I --- 1 --- 1 1 1 I
I 1
65*. 1 1 1 ; 1 1 1
1 1 1
1 1 1 1 1 1
Torrifluvents 1 1
' 1 1
66*: I 1 1 1 1 1
1 1
Torriorthents. 1 1 1 1 1 1 I k'
1 I I 1 1
1 1
i 1 11 1
1 I
Camborthids. 1 1 1 1 1 I
1 1 1
1 11 1 1 '
1 1 1 ,
Rock outcrop. 1 1 1 1 1 1
1 1 ,
1 1 I 1 1 1 1 1 •.
67*: 1 1
1 1
1 I 1 1
1 1 '
Torriorthents. 1 1 1 1 11
1
1 1 1
iI
1 , 1 1 I 1 1 1
Rock outcrop. 1 1 1 1 1 1 I
1 1 1 ; 1 1
68, 69, 70 1 0-111 20-27 1 0.6-2.0 10.19-0.2216.1-7.8 1 <2 ;Moderate I I
Vale 111-261 25-35 1 0.6-2.0 10.17-0.2216.6-8.4 1 <2 ;Moderate 10.32 5 1 2-4
126-601 15-30 1 0.6-2.0 10.13-0.2017.4-9.0 1 <2 ;Low 10.431 1
1 ;0.431 1
71*: ; 1 1 11
1 1 1 1 1 '
Villa Grove 1 0-4 1 15-27 11
0.2-0.6 10.16-0.1817.4-8,4 1 2-8 ;Moderate 1
1 1
11 1
1 4-151 20-35 1 2.0-6.0 10.10-0.1417.4-8.4 1 <8 1Low 10.241 5 1 2-4
115-601 15-25 1 0.2-2.0 10.14-0.1617.9-8.4 1 <8 10.201
1 ;Moderate 10,32]
Zoltay1 0-191 20-27 1 0.6-2.0 10.17-0.1916.6-7.8 1 <2 ;Moderate
119-601 35-45 1 0.06-0.2 10.13-0.1516.6-7.8 1 <2 10.281 5 1 2-4
1 ;High 10.241
' 1 1 1 f1 1 1
72
1 0-171 10-18 1 2.0-6.0 10.16-0.1816.6-8.4 1 <2 5 1
117-601 10-18,Low 10.201 1 3-6
1 1 1 2.0-6.0 10.15-0.1717.9-8.4 1 <2 ;Low 10.201
II 1 1 1
* See description of the map unit for composition and behavior characteristics of the map unit.
•
ZCS
SPECIAL WARRANTY EASEMENT DEED AND AGREEMENT
THIS SPECIAL WARRANTY EASEMENT DEED AND AGREEMENT ("Agreement")
is entered into this 1st day of August, 2002 by and between ROBIN J. FRITZLAN, whose
address is 1582 County Road 233, Rifle, Colorado 81650 ("Grantor") and the CITY OF RIFLE,
a home -rule municipality, whose address is P.O. Box 1908, Rifle, Colorado 81650 (the
"City").
WITNESSETH:
WHEREAS, the City requires a water storage tank to serve the upper pressure zone in
the City; and
WHEREAS, on January 29, 1999, Fritzlan and the City entered into a Water Storage
Tank Option Agreement which was recorded with the Garfield County Clerk and Recorder as
Reception No. 540986 (the "Option Agreement") to obtain a utility easement over property
owned by Fritzlan as described in the instrument recorded with the Garfield County Clerk and
Recorder as Reception No. 429294 in Book 817 at Page 84 (the "Property"); and
WHEREAS, the City and Fritzlan subsequently extended the option period in the Option
Agreement two times on January 19, 2000, recorded with the Garfield County Clerk and
Recorder as Reception No. 559384, and January 31, 2002 recorded with the Garfield County
Clerk and Recorder as Reception No. 576544 (collectively "Option Extensions"); and
WHEREAS, the City exercised its option under the Option Agreement and Option
Extensions and the parties desire to fulfill their respective obligations pursuant to the terms and
conditions of the Option Agreement.
NOW, THEREFORE, for and in consideration of the mutual covenants and promises
contained herein, and for other valuable consideration, the receipt and sufficiency of which are
hereby acknowledged, the parties agree as follows:
1. Incorporation of Recitals. The foregoing recitals are true and correct and are
incorporated herein by this reference.
2. Grant of Easements On, Over and Across the Property. Grantor, for and in
consideration of four (4) City of Rifle water taps discussed in Paragraph 3 below, and other good
and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has
granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey
and confirm, unto the City, its successors and assigns forever, the easements depicted on Exhibit
A attached hereto and incorporated herein by this reference and described as follows:
a. Water Tank Easement: a perpetual and exclusive Water Tank Easement, as more
particularly described on Exhibit B attached hereto and incorporated herein by this
reference, for the installation, operation, maintenance, repair and replacement of a Water
Tank and appurtenant facilities and associated utilities. The City shall have the right to
fence the Water Tank Easement to prevent third party access to the tank site. Grantor
shall have no liability to the City for damage to the Water Tank and appurtenant facilities
and associated utilities caused by Grantor's domestic livestock, it being the City's sole
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responsibility to adequately fence its facilities and utilities. If, however, Grantor intends
to keep exotic animals, not excluded by a normal livestock fence, it shall be Grantor's
responsibility to construct and maintain any additional or extraordinary fence required
to adequately protect the City's facilities and utilities.
b. Water Tank Access Easement: a perpetual and nonexclusive twenty foot (20')
wide Water Tank Access and Utility Easement, as more particularly described on Exhibit
C attached hereto and incorporated herein by this reference, over and across the
Property, for the City's access to the City's water facilities located on and through the
Property and installation of associated utilities. Grantor reserves unto herself, her
successors and assigns, the right of access on or across the Access Easement in common
with the City, except Grantor shall not interfere with the City's use or the purpose of the
Water Tank Access Easement and no physical structures (not including fences or gates)
or equipment shall be built, located, stored or maintained within the Water Tank Access
Easement.
c. Waterline and Utility Easement: a perpetual and nonexclusive twenty foot (20')
wide Waterline and Utility Easement, as more particularly described on Exhibit D
attached hereto and incorporated herein by this reference, over and across the Property,
for the installation, operation, maintenance, repair and replacement of a waterline and
associated utilities, including the right of access thereto. Grantor reserves unto herself,
her successors and assigns, the right of access on or across the Waterline and Utility
Easement in common with the City, except Grantor shall not interfere with the City's use
or the purpose of the Waterline and Utility Easement and no physical structures (not
including fences or gates) or equipment shall be built, located, stored or maintained
within the Waterline and Utility Easement.
d. Drainage Easement: a perpetual and nonexclusive Drainage Easement, as more
particularly described on Exhibit E attached hereto and incorporated herein by this
reference, over and across the Property, for the operation, maintenance, repair and
replacement of water tank, waterline and associated utilities located on and through the
Property. Grantor reserves unto herself, her successors and assigns, the right of access
on or across the Drainage Easement in common with the City, except Grantor shall not
interfere with the City's use or the purpose of the Drainage Easement and no physical
structures (not including fences or gates) or equipment shall be built, located, stored or
maintained within the Drainage Easement.
TOGETHER, with all and singular the hereditaments and appurtenances thereto
belonging, or in anywise appertaining, and the reversion and reversions, remainder and
remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and
demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained
premises, with the hereditaments and appurtenances;
TO HAVE AND TO HOLD the said premises above bargained and described with the
appurtenances, unto the City, its successors and assigns forever. Grantor, for herself, her heirs
and personal representatives or successors, do covenant and agree that she shall and will
WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and
peaceable possession of the City, its successors and assigns, against all and every person or
persons claiming the whole or any part thereof, by, through or under Grantor.
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3. Four (4) City of Rifle Water Taps. In consideration for Grantor's conveyance of
the above easements, the City hereby grants to Grantor four (4) single-family out -of -City water
taps to be used exclusively on the Property, which consists of a sixty (60) acre parcel; provided,
however, Grantor, or her successors or assigns, must request and use the four (4) single-family
out -of -City water taps within fifteen (15) years from the date of water tap availability, after
which date any unclaimed water taps shall expire. Date of availability of water taps shall be
determined by recording of a notice by the City, identifying the property and stating that water
taps are available as of a specified date and setting forth the date upon which the right to said
water taps will expire. The four (4) taps granted herein do not require the payment of the water
system improvement fee imposed by Title 10 of the Rifle Municipal Code or any payment of a
one-time pressure zone surcharge or special assessment. The cost of connecting any taps to the
City water lines shall be borne by Grantor and all construction shall be in compliance with the
Rifle Municipal Code and the Public Works Manual. Any water taps claimed by Grantor shall
be subject to out -of -city water rates pursuant to the Rifle Municipal Code until the property to
which the tap is appurtenant is annexed to the City, after which event Fritzlan will be charged
in -City water rates.
4. Improvements to Water Tank Access Easement and Maintenance. The City, in
conjunction with the construction of the water tank, shall improve the Water Tank Access
Easement, at its sole cost, with grading and a gravel surface and appropriate drainage facilities.
The City shall have no obligation for further maintenance of the Water Tank Access Easement,
except to repair damage caused by the City and except as determined necessary by the City for
the City's uses. Grantor shall have no obligation to maintain the Access Easement, except to
repair damage caused by Grantor and except as determined necessary by Grantor for Grantor's
uses. The City shall perpetually maintain the drainage structure(s) installed by the City.
5. Revegetation of Construction Areas. After the construction of the water tank,
waterline and appurtenant utilities, the City agrees that it shall revegetate all areas disturbed by
its construction activities, using native drought -resistant grasses similar to those that are growing
on the Property. Any fences disturbed by City's construction activities shall be replaced in as
good or better condition as existed prior to construction.
6. Easements Shall Not Be Relocated. The Easements granted herein and
improvements located thereon shall not be relocated, moved or altered without the express
written consent of the City.
7. Binding Effect. This Special Warranty Easement Deed and Agreement shall be
a covenant running with the Property and the rights and obligations as contained herein shall be
binding upon and inure to the benefit of the parties and their successors and assigns.
8. Severability. If any covenant, term, condition or provision contained in this
Agreement is held by a court of competent jurisdiction to be invalid, illegal, or unenforceable
in any respect, such covenant, term, condition or provision shall be severed or modified to the
extent necessary to make it enforceable, and the resulting Agreement shall remain in full force
and effect.
9. Recordation. This Special Warranty Easement
recorded by the City at is expense in the Office of the Garfield
10. Merger. This Deed and Agreement supercedes
3
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Deed and Agreement shall be
County Clerk and Recorder.
and incorporates all terms and
•
provisions of the Option recorded as Reception No. 540986 and Option Extensions recorded as
Reception Nos. 559384 and 576544, which Agreements and Options shall have no further effect
after recordation of this document.
11. Reversion and Attorney Fees. In the event the City has not commenced
construction of the tank within two (2) years of recording of this Deed, the property interests
conveyed shall automatically revert to the Grantor, or her successors and assigns. Recording
of the Notice of Water Tap Availability shall terminate this reversion right. Should this
Agreement become the subject of litigation to resolve a claim of default in performance by either
Party, the prevailing party shall be entitled to attorneys fees, expenses and court costs. All
rights concerning remedies and/or attorneys fees shall survive any termination of this
Agreement.
12. Indemnification. Grantor has no obligation or responsibility to safeguard City's
facilities and utilities located on the Easements described herein. The City hereby agrees to
indemnify and hold harmless Grantor from any liability, expense, or loss, including reasonable
attorneys fees, costs and expenses of litigation, arising out of the City's use and occupancy of
the Easements described herein.
13. Subordination. By its signature below, Banker's Trust Company hereby consents
to the granting of these Easements and subordinates its lien evidenced by its deed of trust
recorded August 2, 1999 in Book 1142 at Page 848 with the Garfield County Clerk and
Recorder to the Easements granted herein.
WHEREFORE, the parties hereto have executed this SPECIAL WARRANTY
EASEMENT DEED AND AGREEMENT on the day and year first written above.
DEUTSCHE, B
BAND
For Sibe
TR TST CO FKA
OMPANY, as Trustee By
es Residential Funding Corp, Attorney InlFact
By:
CITY OF RIFLE:
Mayor
GRANTOR:
Ro jn Fri Ilan
Name , 1
Anthony",%
tant Secretary
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4
STATE OF COLORADO )
)
)
COUNTY OF
ss.
dDL2 3 Acknowledged, subscribed, and sworn to before me this ay) day of 1�•
O..by LA, a\ Ltig as Mayor and U) ct k -da J%e /SDrl as City Clerk, City of Ri e,
Colorado.
WITNESS my hand and official seal.
My Commission expires: q- - 0�
STATE OF COLORADO
COUNTY OF
)E
Notary Public
Acknowledged, subscribed, and sworn to before me this / i ti day of
by Robin J. Fritzlan, Grantor.
WITNESS my hand and official seal.
My Commission expires: '% —
STATE OF California )
)
COUNTY OF Los Angeles ss.
)
Acknowledged, subscribed, and sworn to before me this 17th day of January
2002, by Anthony J. Golden , as Assistant secret nker's Trust Company.
WITNESS my hand and official seal.
My Commission expires:
MICHELLE R. DALE
Commission* 1358746
Notary Public - California
Los Angeles County
My Comm. Fires Jun 26, 2006
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*Deutsche Bank Trust Co. FKA Bankers Trust
Co. as Trustee by REsidential Funding Corp
Attorney In Fact
Public
lle R. Dale
f
X1002
I
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NOT TO SCALE
1
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SCHMUESER I GORDON MEYER
ENGINEERS b SURVEYORS
EXHIBIT
J 1
118 W. 6TH, SUITE 200
GLENWOOD SPRINGS, CO 81 601
970-945-1004
FX: 970-945-5948
'5.=="I CPEST2D 9U1TT5
P.O. BOX 2155 P.O. BOX 3088
ASPEN. CO 8 161 2 CRESTED BUTTE. CO 81 224
970-925-6727 970-349-5355
FX: 970-925-4157 FX: 970-349-5358
14 July 2002
99055a-86
WATER TANK EASEMENT
A parcel of land situated within all that real property recorded at Book 817 Page 846 also
being in the SW1/4 NW 1/4, Section 2, Township 6 South, Range 93 West of the 6th
Principal Meridian, Garfield County, Colorado being more particularly described as
follows:
Beginning at a point on the north line of the SW 1 /4NW 1 /4 of said Section 2 from which
the North 1/16 Corner of said Section 2 bears S89°34'44"W a distance of 615.71 feet,
with all bearings being relative to a bearing of N89°34'44"E between the North 1/16
Corner and the NW1/16 Corner of said Section 2; thence N89°34'44"E a distance of
257.43 feet along the north line of said SW1/4NW1/4; thence S0°00'00"E a distance of
175.07 feet; thence S45°00'00"W a distance of 88.50 feet; thence N50°55'24"W a
distance of 251.00 feet; thence N0°00'00"E a distance of 77.53 feet to the point of
beginning, containing 1.000 acres, more or less.
Q:\1999\99055A-86\NEwatertank.doc
111111 11111111111 El 111111 11111111111 III 11111 1111 111
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-7•-of 11 R 56.00 D 0_00 GARFIELD COIINTf CA
1
EXHIBIT
F
14 July 2002
99055a-86
WATER TANK ACCESS EASEMENT
A strip of land situated within a parcel of land recorded at Book 817 Page 846 also being
in the SE1/4NE1/4 of Section 3 and the SW1/4 NW1/4 of Section 2, all in Township 6
South, Range 93 West of the 6th Principal Meridian, Garfield County, Colorado being
more particularly described as follows:
Easement shall be a strip of land twenty feet (20') in width centered upon and extending
ten feet (10') from either side of the following described centerline, in such a manner that
at all angle points along the centerline and at the point of beginning, the exterior
boundary lines of the strip shall be lengthened or shortened as necessary to form a
continuous strip exactly twenty feet (20') in width.
Beginning at a point on the west boundary of said parcel land from which the Northwest
Corner of said parcel bears N00°02'41"W a distance of 10.03 feet and the N1/16 Corner
of Section 2 and 3 bears N88°50'10"E a distance of 615.71 feet, with all bearings being
relative to a bearing of N89°34'44"E between said North 1/16 Corner and the NW 1/16
Corner of said Section 2; thence N89°46'00"E a distance of 327.20 feet along a line ten
feet (10') south and parallel with the northerly property line of said parcel; thence 47.24
feet along the arc of a curve to the right, having a radius of 50.00 feet, a central angle of
54°07'48" and subtending a chord bearing S63°10'06"E a distance of 45.50 feet; thence
S36°06'12"E a distance of 58.35 feet; thence 39.81 feet along the arc of a curve to the
left, having a radius of 100.00 feet, a central angle of 22°48'27" and subtending a chord
bearing S47°30'26"E a distance of 39.54 feet; thence S58°54'39"E a distance of 229.61
feet; thence 20.52 feet along the arc of a curve to the right, having a radius of 500.00
feet, a central angle of 2°21'05" and subtending a chord bearing S57°44'07"E a distance
of 20.52 feet; thence S56°33'34"E a distance of 178.53 feet; thence 33.26 feet along the
arc of a curve to the left, having a radius of 100.00 feet, a central angle of 19°03'22" and
subtending a chord bearing S66°05'16"E a distance of 33.11 feet; thence S75°36'57"E a
distance of 45.49 feet; thence 79.75 feet along the arc of a curve to the right, having a
radius of 85.00 feet, a central angle of 53°45'31" and subtending a chord bearing
S48°44'11 "E a distance of 78.86 feet; thence S21 °51'25"E a distance of 97.68 feet;
thence 70.87 feet along the arc of a curve to the left, having a radius of 150.00 feet, a
central angle of 27°04'13" and subtending a chord bearing S35°23'32"E a distance of
70.21 feet; thence S48°55'39"E a distance of 231.12 feet; thence 167.92 feet along the
arc of a curve to the left, having a radius of 300.00 feet, a central angle of 32°04'10" and
subtending a chord bearing S64°57'44"E a distance of 165.73 feet; thence S80°59'49"E
a distance of 12.72 feet; thence 53.55 feet along the arc of a curve to the right, having a
radius of 50.00 feet, a central angle of 61°21'49" and subtending a chord bearing
111111111111111111 III 111111111111111111 III 111111111 Ilii
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SCHMUESER ! GORDON MEYER
ENGINEERS S
4
EXHIBIT
1 C 3
. 2orl
B W. 6TH. SUITE 200 P.O. BOX 2 155
GLENWOOD SPRINGS, CO 81601 ASPEN, CO 8161 2
970-945-1004 970-925-6727
FX: 970-945-5948 FX: 970-925-4 1 57
CRESTED BUTTE
P.O. BOX 3088
CRESTED BUTTE, CO 81 224
970-349-5355
FX: 970-349-5358
S50°18'55"E a distance of 51.03 feet; thence S19°38'00"E a distance of 44.93 feet;
thence 178.59 feet along the arc of a curve to the left, having a radius of 250.00 feet, a
central angle of 40°55'45" and subtending a chord bearing S40°05'53"E a distance of
174.81 feet; thence S60°33'45"E a distance of 90.74 feet; thence 18.52 feet along the
arc of a curve to the right, having a radius of 150.00 feet, a central angle of 7°04'22" and
subtending a chord bearing S57°01'34"E a distance of 18.50 feet; thence S53°29'23"E a
distance of 55.00 feet; thence 121.79 feet along the arc of a curve to the left, having a
radius of 50.00 feet, a central angle of 139°33'57" and subtending a chord bearing
N56°43'38"E a distance of 93.84 feet; thence N13°03'20"W a distance of 117.29 feet;
thence 87.79 feet along the arc of a curve to the right, having a radius of 150.00 feet, a
central angle of 33°31'57" and subtending a chord bearing NO3°42'38"E a distance of
86.54 feet; thence N20°28'37"E a distance of 45.91 feet; thence 144.50 feet along the
arc of a curve to the left, having a radius of 150.00 feet, a central angle of 55°11'39" and
subtending a chord bearing N07°07'13"W a distance of 138.98 feet; thence
N34°43'02"W a distance of 135.85 feet; thence 59.47 feet along the arc of a curve to the
right, having a radius of 1000.00 feet, a central angle of 03°24'27" and subtending a
chord bearing N33°00'49"W a distance of 59.46 feet; thence N31 °18'35"W a distance of
303.93 feet to a point on the southeast line of tank easement from which the NW1/16
Corner of said Section 2 bears N65°05'00"E a distance of 551.27 feet, containing 1.422
acres more or less.
Q:11999199055A-861 NE-rifle-access-eas 1. doc
unm nisi nim iu 101111101!".1i1111!1311101!11!,1!!!!!"1
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11", ' SCHMUESER GORDON MEYER
tl/.
ENGINEERS & SURVEYORS
�yy>
EXHIBIT
•
118 W. 6TH, SUITE 200
GLENWOOD SPRINGS, CO 8 1 601
970-945-1004
FX: 970-945-5948
P.O. 50X 2155
ASPEN, CO 81612
970-925-6727
FX: 970-925-4 1 57
14 July 2002
99055A-86
CRESTED 3UT=
P.O. BOx 3088
CRESTED BUTTE. CO 81 224
970-349-5355
Fx: 970-349-5358
WATER LINE AND UTILITY EASEMENT
A strip of land situated within a parcel of land recorded at Book 817 Page 846 also being
in the SE 1/4 NE 1/4 of Section 3 and the SW1/4 NW 1/4 of Section 2, all in Township 6
South, Range 93 West of the 6th Principal Meridian, Garfield County, Colorado being
more particularly described as follows:
Easement shall be a strip of land twenty feet (20') in width centered upon and extending
ten feet (10') from either side of the following described centerline, in such a manner that
at all angle points along the centerline and at the point of beginning, the exterior
boundary lines of the strip shall be lengthened or shortened as necessary to form a
continuous strip exactly twenty feet (20') in width.
Beginning at a point on the west boundary of said parcel of land from which the
Northwest Corner of said parcel bears N00°02'41 "W a distance of 10.03 feet and the
N1/16 Corner of said Section 2 and 3 bears N88°50'10"E a distance of 615.71 feet, with
all bearings being relative to a bearing of N89°34'44"E between said N1/16 Corner and
the NW1/16 Corner of said Section 2; thence N89°46'00"E a distance of 615.79 feet
along a line ten feet (10') south and parallel with the northerly property line of said
parcel; thence N89°34'44"E a distance of 615.50 feet along a line ten feet (10') south
and parallel with the northerly property line of said parcel to a point on the westerly
boundary of tank site easement and said NW1/16 Corner of said Section 2 bears
N88°45'52"E a distance of 703.65 feet containing 0.565 acres more or Tess.
Q:1 l999199055A-861 NE-rifle-h20-line-eas 1. doc
111111111111 IIIIII III 111111111111111111111111111 III 1111
621794 02/27/2003 04:03P B1441 P381 M ALSDORF 1
10 of 11 R 56.00 D 0.00 GARFIELD COUNTY CO
1
•
• r
fPni SCHMUESER GORDON MEYER
y' -, ENGINEERS b. SURVEYORS
EXHIBIT
E
•
._ENW0C: =oo,NGS ==r 755755 BUTTE
I 18 W. 6TH. SUITE 200P O. BOX 2 155 P.O. BOX 3088
GLENWOOD SPRINGS, CO 8 1601 ASPEN, CO 8 161 2 CRESTED BUTTE. CO 51224
970-945-1004 970-925-6727 970-349-5355
FX: 970-945-5948 FX: 970-925-4157 Fx: 970-349-5358
15 July 2002
99055a-86
Revised
31 July 2002,
16 Sep. 2002
DRAINAGE EASEMENT
A parcel of land situated within all that real property recorded at Book 817 Page 846 also
being in the SW1/4 NW 1/4, Section 2, Township 6 South, Range 93 West of the 6th
Principal Meridian, Garfield County, Colorado being more particularly described as
follows:
Beginning at a point from which the NW 1/16 Corner of said Section 2 bears
N42°25'38"E a distance of 543.66 feet, with all bearings being relative to a bearing of
N89°34'44"E between the North 1/16 Corner and the NW1/16 Corner of said Section 2;
thence S74°28'59"E a distance of 15.00 feet; thence S15°31'01 "W a distance of 240.38
feet; thence S21 °28'28"W a distance of 107.93 feet; thence S16°54'04"W a distance of
42.89 feet; thence S61 °47'42"W a distance of 102.51 feet; thence S28°32'53"E a
distance of 22.92 feet; thence S54°25'29"W a distance of 105.45 feet; thence
N35°34'31 "W a distance of 70.00 feet to a point from whence the North 1/16 Corner
bears N37°17'02"W a distance of 1041.48 feet; thence N54°25'29"E a distance of 74.26
feet; thence S80°46'29"E a distance of 36.60 feet; thence S59°59'13"E a distance of
6.18 feet; thence N61 °47'42"E a distance of 103.77 feet; thence N16°54'04"E a distance
of 37.29 feet; thence N21 °28'28"E a distance of 107.74 feet; thence N15°31'01 "E a
distance of 239.60 feet; to the point of beginning, containing 0.328 acres, more or less.
Q:\1999\99055A-86\NEwatertankDRAINAGE-rev2.doc
1111111 11111 1111 111 111E 11111 1111111 III 111111 I1I I11I
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