HomeMy WebLinkAbout1.0 Application1
MOT]NTAIN MEADOWS
at
PRINCE CREEK
SKETCH PLAN
FEBRUARY 6, 1995
Prepared By
Schmueser Gordon Meyer, Inc.
118 West 6th St., Suite 2fi)
Glenwood Springs, CO 81601
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PIan
Plat
SUBDIVISION APPLICATION PORM
Mountain },treadooi Subdivision at Drince Cred<
Sketch PlanPreliminary
Fi nal
SUBDIVISION NAME:
OWNER:Anneliese K. Al1en
ENG I NEE R/PLANN ER/S URVEYOR : * Schnmeser C,ordon lleyer, fnc.
LOCATION: Section If Township gs Range BSi
VIATER SOURCE:Central water systen fed by wells
SEWAGE DISPOSAL I,IETHOD:
PUBTIC ACCESS VIA: County Roq4 111 south oj Carbondale
EXTSTTNG ZONING:A,1RAD
EASEMENTS: utilitv I3=ffiH=P,11 be created in the roadrnrav and along 1ot lines
Ditch There are no existinq ditches on the rrroperty
TOTAL DEVELOPMENT AREA:
(1) Residential
Single Famiy
DuplexMuIti-family
l,lobile HomeStreets
12) Commercial
( 3) Industr iaI
(4) PubIic/Quasi-PubIic
(5) Open Space/Common Area
TOTAL:
PARKING SPACES:
Residential N/A
Commercial
Industr ial
Floor Area
Acres
l-6.69
nqq
Acres
Number
sq. ft.
sq. ft.
j.7.68
,'.*'.,,..r{;li,;,.,.r,,ii
,.. 36
....\N..\
VIC'NITY MAP
SCAL E, l"= 2OOO'
lIAIts]IIE OT C(NNNENITS
INTRODUCTION .O" ....1
ACCESS ......1
UTILITIES ....2
DomesticandllrigationWater .... .......2WastewaterTleatment ....3ElectricService .....3
GasService .. .....4
TelephoneService ..o. .... ...4
Cable Television Service . . .4
DRAINAGE . . .5
TMPACT . o.. . . . . o... . . . ..... o. . . . ....5
RADIATIONHAZARD ........ ....6
APPEhTDICTS
EMIBIT A . WATER USAGE REQIJIREIVIEIYTS
EruIBIT B - WELL, WATER AI\D ROAD AGREEMEIYT
EMIBIT C. SOII.S
EMIBIT D . ADJOINING OWI{ER.S
EXHIBIT E. OWNER.SHIP
MOUNTAIN MEADOWS AT PRINCE CREEK
INTRODUCTION
Mountain Meadows at Prince Creek, is located approximately two miles south of
Carbondale on County Road No. 1 1 1 (Dinkle Lake Boad) in Section 1 1, Township 8 South,
Range 88 West of the Sixth Principal Meridian, Garfield County, Colorado. The elevation
ranges from 6360 to 6420 feet. The property consists of 17.68 acres of gently sloping land
west of County Road No. 11 1 and north of the Garfield Pitkin County line. Excellent views
of Mount Sopris are available from this property to the south.
This parcel and the surrounding land were historically used for agricultural purposes.
As development pressures have grown and the profitability of ranching has decreased, more
and more of the agricultural land in this area has been subdivided into residential lots. This
is evidenced by Prince Creek subdivision which borders this property on the North and the
residential developments which lie south of this property in Pitkin county.
The property is currently zoned Agricultural/Residential/ Rural Density, a zoning which
allows a minimum lot size of two acres. This application has been prepared in conformance
with the requirements of the Agricultural/Residentia!/Rural Density zoning, and inctudes eight
single family residential lots with an average size of just over two acres each. The lots have
been oriented to take maximum advantage of the views of Mount Sopris to the south.
Building envelopes will be planned to take maximum advantage of the views while at the same
time preserving views from adjoining lots and existing houses. The maximum buitding height
allowed in this zone district is twenty five feet.
A Homeowner's Association will be formed to manage and maintain the central water
system and the roads. Protective Covenants for the subdivision will address issues such as
septic system maintenance, architectural control and dog control.
ACCESS
The property is currently accessed from Carbondale via Dinkle Lake Road (County Road
1 1 1), a two lane paved roadway. This proposal includes a new interior cul de sac
approximately 930 feet long which will serve seven out of the eight lots. The eighth lot
contains an existing house, and will continue to be served by a common driveway off County
Road 1 1 1. This driveway also serves two existing homes which are located immediately
north of this property. The interior road will be constructed with eight foot lanes, two foot
shoulders and four foot ditches, meeting the Garfield County Standards for a road designated
"semi-primitive. Because of the straight alignment and flat grade (1.39%) of this road, it is
felt that the long cu! de sac length will not present a hindrance to emergency access. No on
street parking will be allowed.
UTILITIES
Domestic and lrrioation Water
Water for domestic use will be provided to each site by a central water system
which will be fed by a new well or wells to be drilled on the property. Water
requirements for this subdivision will be approximately 10 gpm (See Exhibit A).
According to records from the Division of Water Besources, existing welts in the area
range in depth from 1 25 to 200 feet deep. The well yields range from 10 to 1 S
gallons per minute, so it is expected that one well will have adequate capacity to serve
this development. lf more than one well is required in order to provide the required 1O
gallons per minute, a second new well will be drilled. The new wells witl be drilled a
minimum of 6OO feet away from existing wells in the area as required by the Division
of Water Resources.
An existing wel! currently serves the residence on Lot 8 as well as the two
existing residences north of this property under the terms of a Well, Water and Boad
Agreement recorded at Book 544, Page 155, Garfield County records. (See Exhibit B).
This well was drilled in November, 1975 to a depth of 155 feet, and has a yield of 15
gallons per minute. Water service for Lot 8 wilt continue to be provided by this well
which is located just inside the easterly line of Lot 8.
Fire storage will be provided by a 10,000 gallon cistern tocated near the cul de sac.
This cistern will include automatic controls to assure that it remains full. A standpipe
will be connected into the cistern to allow a pumper truck access to the fire storage.
Water supplied from the well will be augmented by water from the Basalt Water
Conservancy District through an existing contract. This contract is for 3.3 Ac-ft/year
and has been in place since July 10, 1984.
Water for irrigation will be provided by the existing underground pressure
irrigation system on the site. Each lot will be provided with access to the system for
lawn irrigation purposes and all other outside water use. Because the system now
serves the area proposed for development, no additional hydraulic capacity is
anticipated. Water for the irrigation system is supplied by the East Mesa Ditch, which
uses the Crystal Biver as its source. The water rights associated with this ditch are
for 31.8 cfs with an appropriation date of 08/10/1894 making it one of the most
senior water rights on the Crystal River. Other water rights on the Crystal that are
senior to the East Mesa Ditch only tota! 41.08 cfs, so there should always be reliable
physical supply of water for irrigation purposes. Since the Allens bought the property
in 1975, there has never been a call on their water.
Wastewater Treatment
- Wastewater treatment for this subdivision will be handled by individual sewage
disposal systems on each lot. lt is anticipated that standard septic tank/leach field systems
will be used for each site. !n the event that percolation test results are not satisfactory,
engineered systems wil! be used.
The individual sewage disposal systems will be owned and maintained by the individual
owners of each lot. The maintenance of these systems shall include the following:
Septic tanks shall be inspected and pumped at least once every 2 years by a
licensed septic tank pumper.
Becords shall be kept by the Homeowner's Association of all inspections,
monitoring, conditions found, work done, pumping done, etc. Records shail be
available for inspection by the regulatory agencies.
Electric Service
- Electric service for this area is currently provided by Holy Cross Electric
Association. There is an existing overhead line located approximately 100 feet east of
1.
2.
3
Dinkle Lake Road. This line currently serves the three existing homes, and is of adequate
capacity to serve the seven additional lots within this subdivision. Electric service, as well
as all other utilities, will be located underground in this subdivision to reduce the visual
impacts to adjoining properties.
Gas Service
- Rocky Mountain Natural Gas is the natural gas supplier for this area. They have
an existing transmission line in Dinkle Lake Road adjacent to this property, and currently
provide service to the three homes immediately north of this property, as well as the
Arbany Ranch south of this property. lt is anticipated that both the facilities and the
supply are adequate to serve the seven new residences in this development.
Teleohone Service
- U.S. West provides telephone service to residents in the Dinkle Lake Area. U.S.
West has a small existing cable which serves the current residents near this subdivision.
Gary Gibson of U.S. West stated that this line is not adequate to serve the additional lots.
It will need to be upgraded before service can be provided to this subdivision.
Cable Television Service
- TCI Cablevision provides cable television service to residents in this area, but at
this time does not have cable service this far outside of Carbondale. The cost of
extending cable for this number of lots would be prohibitive, so it is unlikely that cabte
television service will be made available to this subdivision. However, newer technology
such as Primestar satellite system is available at a relatively low cost, and this wilt
probably be the option of choice for this subdivision.
SOILS
The soils on this property consist primarily of Evanston loam 1 to 6 percent
slopes. A narrow band of Evanston loam 6 to 25 percent slope lies adjacent to Dinkle
4
Lake Road. (See soils mapping and classification tables attached as Exhibit D).
Evanston loam is a deep, well drained soil located on alluvial fans, terraces and valley
sides. lt formed in alluvium derived from mixed mineralogy. The surface layer is typically
brown about 14 inches thick. The substratum is clay loam about 1 7 inches thick. The
substratum to a depth of 60 inches is loam. Permeability is moderate and runoff is slow.
The hazard of water erosion is slight. This type of soil has historically been used mainty
for rangeland, although it may also be used for crops and pasture. lt is well suited to
homesite development. Areas adjacent to hillsides are occasionally affected by runoff
which may include rock debris. Structures that divert runoff may be necessary next to
steep slopes.
DRAINAGE
There are no drainage channels within the boundaries of this development. The
land which is the subject of this application slopes gently to the northwest at grades of
two to four percent. Prince Creek, a relatively small stream tributary to the Crystal River,
flows around this property on the south and west. At its location nearest the subdivision,
Prince Creek is in a gully approximately 3O feet deep. This subdivision is welt above the
1OO year flood plain of Prince Creek. The site is also well above the flood plain of the
Crystal River which lies to the west of the development.
IMPACT
This subdivision will not directly impact water courses or lakes, as none exist
on this site. The existing drainage patterns Standard drainage components can be utilized
to prevent runoff created by this development from exceeding historic flows.
The primary impact to the topography will be from the construction of a road to
serve the new lots on this site. Because this site is fairly flat with a uniform grade, roads
can be built at grade with minimum cuts and fills. This will also allow easy access for
driveways, minimizing their impact as well. Excess fill materials from building excavations
will be used on site to optimize drainage around the buildings and also to create some
variety in the landscapes through the use of berms, etc. No large scale or over lot grading
is proposed, so the overall topography of the site witt not be significantly changed.
I
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I
i
RADIATION HAZARD
i
For many years this property has been used for agricultural purposes. Hay [ror"
have been raised here and it has been used for grazing. There are no industrial uses ndarby
which would have been expected to create a radiation hazard on this property. Although
soils borings have not yet been done in this development, no radiation hazard is expected
to exist on this property. r
6
filc: rcporU950o8rkc.pln
EXHIBIT A - WATER USAGE REOUIREMENTS
WATER REOUIREMENTS
Water requirements for the subdivision are based on the following criteria:
1. Site Development
a. Population distribution
Eight single-family lots @ 3.5 persons = 28 persons.
2. Water Utility
a. Domestic requirements
i) Per capita flows
- Average daY = 1OO gpcd
- Maximum day = 3.O x average day, or 3OO gpcd
- Peak hour = 5.0 x average day, or SOO gpcd
ii) Supply requirements
- Average day = 1OO gpcd x 28 = 2,800 gpd
- Maximum day = 300 gpcd x 28 = 8,400 gpd = 6 gpm
- Peak hour = 500 gpcd x 28 = 14,000 9Fd = 1 0 gpm
report\95O08exh. a
EXHIBIT B - WELL, WATER AND ROAD AGREEMENT
."..P-.._ u FEB 2 2 19BO
strt))( 544 rrti155
l,: I -1. c.:-eC .1.1 s Corf , Recorder.
WELL, WATER AND ROAD AGREEMENT
rHIS AGREEMENT made and entered into tf,is ltk day ofEt €&4UA(Y , A.D. 1980, by and between ANNELTESE K.
ALLEN (hereinafter referred to as "first party,) and Lours J.
NAZZARO and SERENA f. NAZZARO (hereinafter referred to as
" second party., ) r WITNESSETH:
WHEREAS, first party is the owner of a
water welL (hereinafter referred to as the
trhich well is 1oc-aLed on a parcel of ground
in the counties of Garfield and pitkin and
described as folLows:
A parcel of Land situated in Iots B and 9 ofSection l'l and in-Iots 3 and 4 of Section iaall in Township g South, Range gg l{est oi thuSixth principal_Heridian, .oi" particulartydescribed as follows:
-legiirqring at t_he_brass cap witness point bearingN. 00'08,29" W. 27.18 feel to t.he Section cornercommon to Sections 10, ll, 14 and 15 of saidTownship and Range; thence N. 5g.Agi tO; i. -ASg.OS
feet to the True point of Beginni"g; it"i".-'N. 88'29.47" E. 1029.74 reei; thence s. 02.28'3g" E.852.51 f eer; ^thence s. 23.:i,Z.t" w. 15:-2-64 f eer;thence N. 0O.09r2g" W. 34.54 feet; thenceS. 89'39'45". E. 22.29 feet; thence N. O5.OO!48" E.96.90 feet;'thence N. 10.ri r4i" w. 81.39 feet;thence N. 07.03'05" E. 262.42 feet; trtence---N. 19'57'14" F. 164.17 feet; thence N. 06.22,44" E.74.87 feet; thence N. Og.42izl" n. 1G3.04 feer;thence N. 39.39 r I 2" E. 37 I . g3 feet; thenceN. 30'30,00" E. 137.72 feeL to the True point ofBeginning, containing 32.214 acres, more or ,ess.
and;
,HEREAS, conternporaneously with the execution hereof,
first party is conveying to second party a certa in 2.027
acre parcel Located within the boundaries of the above
described parcel subject to a certain easement for access,
roadway and utility purposesi and
WEEREAS, first party has agreed to provide second party
certain domesLic
"A11en we11" ),
lying and being
State of Colorado,
t}0[rr 544 e:rr156
water used upon or in connecti.on with the above described
32.214 acre parcel as obtained f rom the East I'lesa Di tch
Company, subject to the terms of that certain agreement
recorded in Book 474 aL page 116 of the Garfield County
records, and;
WHEREAS, first party has agreed that in connection with
the sale of said 2-027 acre parce] the second party shall
have and be enti.tled to one water tap from said well for a
single farnily residence to be constructed on said 2.027 acre
parcel; and
WHEREAS, the parties have further .gr."d on the use and
maintainance of the roadway and irrigation system serving
said 2.027 acre parcel. i -
NOW, AHEREFORE, for and in consideration of the cove-
nants and agreements herein contained, the sufficiency of
which is hereby acknowledged, the parties hereto do hereby
agree as follows:
1. First party hereby grants second party the right to
connect one single family dwelling to the Allen weII and lhe
right t.o a one-third share of the water produced from said
trell upon the payment of 51,000.00, the receipt of whichi is
hereby acknowledged. Second party acknowledges that the
Allen well presently serves a single fanily dwelling within
the above described 32..214 acre parcel and that first party
reserves and retains the right to connect an additional
single family dwelling to the AlLen we1l. Water produced by
the A1len well will be used for in house oomestic use only
and not for irrigation, agricultural or other purposes.
2. Second party further agrees to pay one-third (l/3)
of the cost of installing a storage tank, pressure pumpr
o burrtt 544 rurr15'7
( 15) days following
improvements.
the date of completion of any such
3- second party sharr not be required to share in the
operational expenses, electricity charges, or the costs of
any repairs or maintenance rel.ating to the AILen weLl
until such time as second party pfrysical/.y connects to the
A1len welI. Upon such connection a]1 costs as set forth
herein shall be shared.proportionately among those parties
physically connected to the AI 1en weJ,l .
4. All costs and expenses incurrea: in ti,e connection to
the Allen weII sha1l be borne sole1y Uy lecona party. First
party shall be entitled .to grant such other party the right
to connect to any existing lines. In the event a third party
is granted tbe right to connect to the Ar.ren werr, such third
party shal.l be charged, in addition to all other charges
made, a lrcrtion of the costs of such previousJ-y constructed
line as first party may determine is equitable based on the
relative use that will be made of such line. Such sums
collected shall be paid to the party of the second part.
5. A shut off valve for each water line connected to
the Al1en well shall be installed at the point of connection
of each line serving an individual singre family dwerling
Iwith the main 1ine. fn order to insure peasonably comparable
pressure to each user of the A1len well,{ra r" agreed that
iwater lines of nonuniform diameter may be required. AIl
plans and specifications for materials, installation, and
Iocation of the water Iines shaIl be subject to the prior
approval of first party.
6. second party sharl have an easement for maintenance
and repair purposes five feet on either side of the center
o
BrJri( 544 rrirl53
7. Second party shalL pay one_third (l/3) of a1I costs
and expenses incurred in the repair and,maintenance of the
roadway constructed and now in use arong the northerly
boundary of the above referenced 32.214 acre tract.
B- AIt costs and expenses incurred in the development
of an irrigation system on the Z.OZ:. acre parcel shall be
borne solely by second party. Arl plans and specifications
for materials, instarlation and rocation of such irrigation
systen shall be subject to the prior approval of the first
_ Party. A shut off valve shall be insta]led at the poinL
where the irrigation system enters the 2.027'acre tract.
9. Second party further agrees to pay one_sixteenth
=(1/16) of the operational expenses, electrical charges and
costs of repairs , maintenance, and improvernent.s of the
irrigation system serving the 32.214 acre parcel. Second
party furt'her agrees to arternate his usage of irrigation
water with the owner of an adjacent 2.027 acre parcel, so as
to insure that adeguate water pressure is avai.rabr,e for each
user' rn the event that a dispute arises between the parties
heretoastotheamountofwaterwhichisbeingusedby
second plrty, first party shall have the right to require
iisecond party to instalL a metering systen approved by first j
Party at a Location selected by first party, which system
shall be purchased and installed at second party,s sole cost.
and expense.
10. In the event water produced from the A1len weII is
found to be inadequate for in house domestic purposes, then
the parties utilizing such water shalL proportionally reduce
their consumption of same. In the event of such shortage,
either party sharr have the right to require that a metering
li(]lr( 544 rrrrl5g
'I 'l - Assessments f or costs and expenses as provided
herein shall be due and payable within fifteen (15) days
after the same are Levied. If not paid within such time,
such assessments shaIl be considered delinguent and shal1
bear interest from the date of deli.nquency at the rate of
12t per annum. First party shall have the right to bring an
action at 1aw against second party for the payment of any
delinquent assessments. First party shalI be entitled to
recover as part of any such action the ful1 amount of a1I
delinquent assessments together with interest, costs and
exPenses of suit including a reasonable attorney,s fee
12. Itris agreement shall be binding upon and inure to
the benefit of the parties hereto and their respective suc-
cessors and assigns.
rN wrrNEss wHEREop, the parties hereto have hereunto set
their hands and seals the day and year first written above.
STATE OF COLORADO
COUNTY OF GARPIELD
before me this
by LOUrS J.
sea1.
))ss
)
C2-
'I
The foregoing instrument was acknowledged
.-9uv ?f_=.JRuqqev , A.D. t9Bo,
-_7 IJ_ - __;_r_ilry frr_LrulrstrL wds acKnowreogec
o+j*.:.I_ot-==*,,toyAey.:, A.D. re60,.....NAZZARO and sffi':t'':4.' ,:
000x 544 rucr160
STATE OF COLORADO
COUNTY OF GARFIELD
__,fr€ foregoing instrument was)UL-
=l: oay or rtrRPufrb/ lq\oALLEN
Witness my hand and official sea1.
' t My commission expire t- 6rg-1oltc E t4 t tct 8l
a cknowl edg ed
, A. D- I gB0,
/l(
NoLary,
)) ss.
)
o
before me this
:'i':t 474 itt; l l6o
AGREEMENT
.THIS.D^GP..EEI,IENT is made and entered into this ,,:- C,ay ofi-'is:+-+il , rg73 by and between DAry coNSTRUC?ror,r, rNC. (,,Granto'")
an<i WILI.{-E? C. AILEIr] and ANNELIESE K. AILETI , his wife (,,Grantees,,);..:
concunren'-Iy herewith and pursuant to an Agreement between
the part!-es, the Grantor is conveying to the Grantees the following
described real estate:
A parcel of land sj-tuated in Lots g and 9 of Section11 and in Lots 3 and 4 of Section 14, aII in fownsfr:.pI South, Range 8B West of the Sixth erincipal l,Ieri-di-an,J.ying Southerly of llortherly line of said Lots e ana9, and Easterly of the westlrly lines of said f,oti -
4 and 8, said parcel of land ii describ"a-"i-forroro",
Beginning at a point on the Section linebetween said Sections 11 and 14 whencethe Witness point to the Section Corner
corTrmon to Sections 10, 11, 14, and 15 bearsS. 85-16' 32,' W. 300.16 feet; thence N. i00016, 47" w. ;i.;;-;; westerly line ofsaid Lot B, 4I3.52 feet to the llorthwesicorner of said Lot g; thence N. ggo2g, A7"E. 1476.3I feet along.the Northerly lin6of said Lots g and 9; thence S. O2o2g, 39,,E. 852.5I feet; thencR along rhe Northerlyline of a road, s. 73"33, 2i" w. t572.64'feet; thence II. oOoO9t2g" w. 54.0g feetitothe Southeast corner of Lot 5 of said Section14; thence N. oooo9r29, w. along tn- :.idebetween said Lots 4 and 5, 790.5-? feet to apoint on the Northerly line of said Section14, the point of beginning, containing 35.24acres, more or less
The Agreement between the parties contains arl unaerstanding
with respect to the sharing of the use of water, ina trre parties
inow wish to restate saj.d Agreement in recordable torm.
RECITAIS
NOW, TiiEREFORE, IT IS AGREED between the
follows:
I. The part.ies will attempt to agree on
use of water derived from the East Mesa Water
r.tr+6- c^ +L:+ cr,€ci ^:
parties hereto as
i
the sharing of the
lomeanV
by exchangins
O O lcu,ti474 ,r,, t
Grantees for their proportionate tinre when such .Lr.r,g"^"r,a ,.
Idesirable for the i-rrJ-gation of each party'= p.opLrty and the
t7
installatj-on of curverts and to restore the land lrra =,rrtu"e dilturbeo
Iby the j.nstallation of such piping sysrem. I
IIn such event, Grantor agrees to grant "rr..$.*"rrt for said
best utilization of the j-rrigation water.
I
If for any reason, the parties hereto ..n.,oal agree on such
jexchange or use, it is agreed be-.ween the parties,that the Grantees
,siiall construct a measuring flume near -.he headgate srhere the water
Ifrom East Mesa Ditch enters the.Grantor's ranch, h.a a proportionate
i.nterest in the lrater shalt be divided ar that Ooir,a. Upon such
Idivision, the prdportion to belong to crantees srrltt be rr.gt and
the proportion to belong to crantor sharl be 8g.21. Grantees sharl
:construct a piping system from said measuring poirlt to the property
;purchased hereunder at their own cost and expense.which sha11 include
piping system as above provided without cost to Grantees.
rn connection with such piping system the parties agree(and
any recorded easement or other document shall provide) as fol]ows:
(a) The piping system shalL at aI1 times be buriedto_ such depth as Grantor designates so as to insure that itwill not i-nterfere with the sirface use.
(b) The location-and path of the piping sysremover any land of Grantor will be- as rocated ina a6teimineaby Grantor.
(c) Grantees shal1 at all times i.nstalI, construct,repair and maintain said piping system in a good and workman-like manner.
2. This Agreement shal1 inure to the benefit of and be
binding upon the parties hereto and their respective heirs,
successors and assigns and the provisions hereof shall constitute
a covenant running with the above described Land.
'buli.4l4 PA.i I l8
WHEREOF, the parties have executed this
day and year first above wrj-tten.
DALY CO}.ISTRUCTIO].J , INC.
A?,-r1,"" { . Q^g&,JAnne.i.rese-FITIEi--
STATE OF 0pwpaao
COUI{TY OF i"
day
as
STATE OF
COUNTY OT
CaliforniawTaRADa )
Los Anger.s i SS
The foregoing iostrument was acknowledged before me this 5thiil.:t W, rsz5 uv wiLmer c.-Atl"r, ""a ai""ri""I x. A1ren, E-
My notari,al commission expires June 5, 1978
I{itness rny hand and official seal-
:e91oen t
ecretary
SALTY HARRTS
i.i.:::: :i!:/ N3;ity puarc . cALrrc)RNrA\ -' .. t ..., r, - LALTFC)*'*:...,.,/ tos ANGarEs couNry
t';iiul'. iZ';:.-'" LO "%:i:),i; , r1'r i':,?'-._o i I r.1ci*';;;
"'": ir' ,:q,:-i:;
Cificiol Seol
,tli C:nhirlion Expirc, Jun. 6. t970
I
EXHIBIT C . SOILS
SOII-S IVIAP
,
"
:, H1".lJ ".?fr i J Jl :' ff l'":"':: li i3'11; l[.,,
valley sides. lt formed in alluvium derived dominantly
from material of mixed mineralogy. Elevation is 6,500 to
8,000 leet. The average annual precipitation is 13 to 15
inches, the average annual air temperature is 42lo 46
degrees F, and the average frost-free period is 80 to 90
days.
Typically, the surlace layer is brown loam about 14
inches thick. The subsoil is clay loam about .17 inches
thick. The substratum to a depth ol 60 inches or more is
loam.
lncluded in this unit are small areas of Tridell,
Uracca, and Forelle soils. Also included are small areas
ol soils that are similar to the Evanston soil but have
more stones. lncluded areas make up about 15 percent
of the total acreage.
Permeability is moderate in the Evanston soil.
Available water capacity is high. The effective rooting
depth is 60 inches or more. Runoff is slow, and the
hazard of water erosion is slight.
This unit is used mainly as rangeland. lt also is used
for pasture, crops, or wildlife habitat' A few areas also
are used for homesite development'
The potential plant community on this unit is mainly
bluebunch wheatgrass, western wheatgrass,
muttongrass, Douglas rabbitbrush, and mountain big
sagebrush. Utah serviceberry, mountain snowberry,
prairie junegrass, and Ross sedge commonly are also
included. The average annual production of air-dry
vegetation is about 1,500 pounds per acre. lf the range
condition deteriorates, mountain big sagebrush,
Douglas rabbitbrush, cheatgrass, and annual weeds
increase in abundance.
Suitable management practices include proper
grazing use and a planned grazing system' Brush
management improves deteriorated areas of range that
are producing more woody shrubs than were present in
the potential plant community. This soil responds well to
applications of fertilizer, to range seeding, and to proper
grazing use. lf the quality of range vegetation has
seriously deteriorated, seeding is needed.
This unit is well suited to hay and pasture. lt has few
limitations. A seedbed should be prepared on the
contour or across the slope where practical.
Applications of nitrogen and phosphorus fertilizer
improve growth of forage plants. lf properly managed,
the unit can produce 5 tons of irrigated grass hay per
acre annually.
This unit is well suited to irrigated crops. lf properly
managed, it can produce 90 bushels of barley per acre
annually.
This unit is suited to homesite development. The
main limitation is the shrink-swell potential. The effects
of shrinking and swelling can be minimized by
prewetting foundation areas. Population growth has
resulted in increased construction of homes in areas of
this unit.
This map unit is in capability subclass lVe, irrigated
and nonirrigated. lt is in the Deep Loam range site.
,"f,,['i,1',:#1J".l,Ti,'Ji:,'rffil:::::i:lt]:::.
valley sides. lt formed in mixed alluvium. Elevation is
6,500 to 8,000 leet. The average annual precipitation is
13 to .l 5 inches, the average annual air temperature is
42lo 46 degrees F, and the average frost-free period is
80 to 90 days.
Typically, the surface layer is brown loam about '14
inches thick. The subsoil is clay loam about 17 inches
thick. The substratum to a depth of 60 inches or more is
loam.
lncluded in this unit are small areas of Tridell and
Uracca soils. Also included are small areas of soils that
are similar to the Evanston soil but have more stones.
lncluded areas make up about 15 percent of the total
acreage.
Permeability is moderate in the Evanston soil.
Available water capacity is high. The effective rooting
depth is 60 inches or more. Runoff is medium, and the
hazard of water erosion is moderale.
This unit is used mainly as rangeland. lt also is used
as wildlife habitat. A few areas are used for homesite
development.
The potential plant community on this unit is mainly
bluebunch wheatgrass, western wheatgrass,
muttongrass, Douglas rabbitbrush, and mountain big
sagebrush. Utah serviceberry, mountain snowberry,
prairie junegrass, and Floss sedge commonly are also
included. The average annual production of air-dry
vegetation is about 1,500 pounds per acre. lf the range
condition deteriorates, mountain big sagebrush,
Douglas rabbitbrush, cheatgrass, and annual weeds
increase in abundance.
Suitable management practices include proper range
use, deferred grazing, rotation grazing, aerial spraying,
and a planned grazing system. The suitability of this soil
for range seeding is poor. The main limitation is the
slope. The slope limits access by livestock. The limited
accessibility results in overgrazing of the less sloping
areas.
This unit is suited to homesite development. The
main limitations are the slope and the hazard of
erosion. Preserving the existing planl cover during
construction helps to control erosion. Topsoil can be
stockpiled and used to reclaim areas disturbed during
construction. Erosion is a hazard in the steeper areas.
Only the part of the site that is used for construction
should be disturbed. Areas adjacent to hillsides are
occasionally affected by runoff, which may be
accompanied by the movement of rock debris.
This map unit is in capability subclass Vle,
nonirrigated. lt is in the Deep Loam range site.
164
TABLE 5.--RANGELAND AND WOODLAND UNDERSTORY PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUN]TIES--CONLiNUEd
Soil Survey
Range or woodLand site I I Characteristic
year I Dry I
lweight I
I
vegetation I Compo-
I sition
I
ToLal producti.on I
Soil name and
map symbol
I
lKind of
I
I
I
33*: I
Earsman---- | Pinyon-Juniper--------
Rock outcrop.
34,35,35---------
Empedrado
lDeep Loam 1292------- lFavorable
I
I
I
lFavorab.Le
I Normal
I Unfavorable
I NormaI
I Unfavorable
I
I
I
I Normal
I Unfavorable
lDouglas Eir-------- lEavorable
I Lblacre I I Pct
ll
tl
500 lGambel oak--------------------l 15
500 | Mut Longrass -------- I 10
4OO lNeedleandthread---------------l 10
lSaskatoon serviceberry--------l 10
lwestern wheatgrass------------l 10
I Bluebunch wheatgrass---------- I 5
lBottlebrush squirreltail------l S
I Indian ricegrass-------------- | 5
I Prairie junegrass------------- I 5
lTrue mountalnmahogany---------l 5
1, 800
1,500
1,000
400
250
150
lWestern wheatgrass------------l 25
lNeedLeandt.hread--------------- I 15
lMountain big sage-------------l 10
lGambel oak--------------------l 5
lRubber rabbiEbrush------------l 5tl
I Columbla needJ.egrass---------- |
lGrouse whortLeberry----------- |
I Mountaln snowberry------------ |
I Nodding bromegrass------------ |
I Kinnlkinnlck------------------ |
I Common Juniper---------------- |
lBoxleaf myrtle---------------- |
15
15
10
5
5
5
5
38,39,40,
Evanston
41-----lDeep Loam *292------- lFavorable
I Normal
I Unfavorable
I
I
I
I
42*--------- lRiverbottom lFavorable
Fluvaquent s
43r, 44i:
ForeIIe---- lRolling Loam
Bror.rnsto--- lStony FooEhills
45, 46, 47---------
Forsey
I stony Loam
I NormaI
I Unfavorable
I
I
I*298------- l E avorable
I NormaI
I Unfavorable
I
I
X2S7 ---- - - ---- | Favorable
I Norma 1
I Unfavorable
I Pavorable
I Normal
I Unfavorable
See fooLnote at end of Lable.
1,800 lBasln blg sagebrush-----------l
1,500 lNeedleandthread--------------- |
900 lWestern wheatgrass------------l
lPraIrle Junegrass------------- |
lMuttongrass -------- |
I Saskatoon servlceberry-------- |
I Mountaln snowberry------------ |
10
10
10
5
5
5
5
3,000 lAlkalL sacaton----------------l
2,500 lSedge------------------------- |
1, 000 lWestern wheatgrass------------ |
llnland saltgrass--------------ltl
40
15
15
10
20
15
10
5
5
5
5
1,200 lWestern wheatgrass------------l 40
800 lBluebunch vrheatgrass----------l 20
500 llndian ri.cegrass--------------l 5
I Douglas rabblEbrush----------- | 5
tl
800 lVlyoming big sagebrush---------l 10
600 lBluebunch wheatgrass----------l 10
400 lllesLern wheatgrass------------l 19
lBottlebrush squirreltail------l 5
lNeedIeandLh..ud---------------1 5
I Indian ricegrass-------------- | I
I Pinyon----- -------- 1 5
I Utah juniper------------------ I 5
2,000 lBLuebunch wheatsgrass----------l
1,200 I Saskatoon serviceberry-------- |
1,000 lMutt.ongrass-------------------l
I Arlzona fescue---------------- |
I Needleandthread--------------- |
lBasin big sagebrush-----------l
I Prairie iunegrass-- ---- ------- |
I
lllll
I
I
I
I
I
I
Soil Survey
TABLE 9.--VIILDLIFE HABITAT--Continued
F;E;Eiar foi habltat elements Pot...rri.t as habitat fo r--
Soil name and
map symbol
Rock outcloP.
34, 35, 36---------
Empedrado
Grai.n I
and I Grasses
seed I and
crops I legumes
wild I
herba- | Conif-
ceous I erous
plants I plants
I
I Shrubs
I
I
I
Wetland I Shallow
plants I water
I areas
Open-
land
wild-
Iife
Wood-
land
wi Id-
Iife
lWetlandl
I uild- |
I life I
I
I
I
I Very
poor.
I Very
I poor.
I
I very
I poo!.
Range-
Iand
wi Id-
life
I
I
I
I Fair
I
I
I
I Fair
I
I
I
I
I Pair
I
I
I Good
I
I
I
I
I Poor
I cood
I
I
I
I
I Eair
I
I
I
I Very
I poor.
I
I
I
I Very
I poor.
I
I very
I poor.
I
I
I
I Very
I
I
I
I Poor
I
I
lEair.
I
I
I
I
lEair.
Earsman----------- | Poor
I
I
I
I
I Poor
I
I
37----------------- | Very
Etoe I poo
I Poor
l
I
I very
I poor,
I Fair
I
I
I Good
I
poor.
I Very
I poor.
I
I Very
I poor.
I Eair
I
I
I Poor
I
I FaIr
I
38----------------- | Poor
EvansEon I
I
39, 40, 41---------lPoor
Evanston I
42* - - ----- --------- I Poor
Fluvaquents I
I
43t, 44*: I
Forelre----------- | Poor
I
I
Brownsto---------- | Poor
I
I
il 7--------- I Poor
I
I
4 8----------------- | Poor
Fughes I
I
4 9----------------- I Falr
Goslln I
I
50----------------- | Poor
GosIln
51, 52------------- lPoor
cothlc I
I
53----------------- I Very
Gothlc
45,46,
Forsey
I Poor
I
I
I Poor
I
I Fair
I
I
I Falr
I
I Fair
I
I
I
I Fair
I
I
I Falr
I
I
I Palr
I
I
I Good
I
I
I Fair
I
l
I Eair
I
I
I Good
I
I
I Good
I
I
lFair
I Eair
I
I
I Eair
I
I Poor
I
I
I very
I poor.
I Fair
I
I
I
I very
I poor.
I
I very
I poor.
I
I Very
I poor.
I
I very
I poor.
I
I Poor
I
I
lveryI poor.
I
I very
I poor.
I
I Very
I poor.
I
I Very
I very
I poor.
I
lveryI poor.
I Poor
I
I
I Poor
I
I Poor
I
I
I
I Poor
I
I
I Fair
I
I
I Fair
I
I
I Falr
I
I
I Falr
I
I
I Poor
I
I
I Poor
I
I
I Poor
I
I Very
I poor.
I
lveryI poor.
I Falr
I
I
I
I very
I poor.
I
lVeryI poor.
I
lVery
I poor.
I
I very
I poor.
I
I Very
I poor.
I
I very
I poor.
I
I Very.
I poor.
I
I very
I poor.
I
I Very
poor.
I Fair.
I
I
I Falr.
I
I Poor
I
I
I
I Poor
I
I
l FaLr
I
I
I Falr
I
I
I Poor
I
I
I Good
I
I
I Poor
I
I
I Poor
I
I
lVeryI poor.
I
lvery
I Falr
I
I
I
lVery
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I Poor
I
I Poor.
I
I
I
I Eair.
I
I
I Falr .
I
I
I Ealr .
I
I
I Good.
I
l E alr.
I
I
I Falr .
I
I
I Falr '
I
I
I Fair .
I Poor
I Poor
I Pair
I
I
I Fair
I
I
I Falr
I
I
lGood
I
I
I Fair
I
I
I Falr
I
I
I Falr
I
I
I Fair
I
I
lFair
I Palr
I very
Poor.
I poor.
I
5 4----------------- | verY
Grotte
55r:
Gypsum land.
I poor.
I
I
I
I
Poor.poor.
lPoor lPoor
tlll
I Fair I very
I I Poor'
tl
lFair lVery
I I Poot'
ll
poor.
lVery lvery
I poor. I Poor.tl
lVery lPoor
I poor. Itl
lvery lPoor
I poor. I
ll
Gypsiorthlds------lvery lverY
I Poor' I Poor'
ll56-----------------lPoor lPoor
Ipson I I
ll
5?----------------- lverY I VerY
Ipson lPoor. lPoor'
ll
See footnoLe aE end of table'
I Poor
I
I
lFair
I
I
I Eair
I
I
tvery lPoor'
I poor. I
ll
I Very I Eair '
I poor. I
tl
lvery lFair'
I poor. I
tl
lll
194 Soil Survey
TABLE I0.--BUILDING SITE DEVELOPI'IENT--ConLinued
Soil name and
map symbol
Shallow
excavat ions
DwelIings
without.
ba sement s
DwelJ.ings
with
basemenLs
SmaIl
comercial
bui Idings
LocaL roads
and streets
Lawns and
Iandscaping
ll
ll
34---------- lslight---------lsI19ht I S1 ight--------- | Moderate :
I
I
l Moderat e :
I
I
lModerat.e :
Empedrado I
I
35---------- I Moderate:
Empedrado I slope.
I
Empedrado I slope.
I
Etoe I slope.
I
I
I Moderate:
I slope.
I
I
I Severe :
I slope.
I
I Severe:
I slope.
I
I
I Moderate :
I slope.
I
I
I Severe:
I s1ope.
I
I Severe :
I slope.
I slope.
I
I Severe:
I sIope.
I
I
I severe:
I slope.
I
I Severe:
I sIope.
I Moderate:
I sIope,
I
I Severe:
I sIope.
I
I Severe:
I s1ope.
I Moderate:
I Iarge stones,
I
I Severe:
I slope.
I
I Severe:
I slope-
I frost action. I J.arge stones.tt
I frost act.ion. I sIope.
38--------- I sllght--------- I sIishE I sltght--------- lsliqht lsllsht--------- I sIlght.
Evanston I
I
39, 40, 4L--------lSevere:
I
t
I Severe:
I slope.
I
I
I Severe:
I slope.
I
I
I Severe:
I slope.
tlll
I Severe: I Severe:
Evanston
42*--------
Fluvaguent,s
43*:
Forelle----
Brolrnsto---
Severe: I Severe:
cutbanks cave, I floodlng,
rretness. I wetness.
I
I
I
I Moderate:
I slope.
I
I
lModerate:
I s1ope.
I
I
I Moderate:
cave. I sl.ope.
I
I
I
I
I severe:I slope.
I
I Severe:
I slope.
I
I
I Moderate:
I large sEones.
I
I
I Severe:
I slope.
I
I
I Severe:
I shrlnk-sweII.
I
I
I slighL--------- I slight
I Severe:
cutbanks
44*:
ForelIe---- lSevere:
I sloPe.
I
Brownsto--- lSevere:
I cutbanks cave,
I s1oPe.
I45---------- lModerate:Forsey I large sLones,
I
I46,47------ lSevere:Forsey I slope.
I
I48--------- | Moderat.e:
Fughes too clayey.
I Severe:
I flooding,
wetness.
I Moderate :
I s1ope.
I
I
I Moderate :
sIope.
I Severe:
I slope.
I
I Severe:
I slope.
I
I
I Moderate:
I large stones.
I
I
I severe:
I sIope.
I
I
I Severe:
shrink-swe1L.
I slight---------
I
I
I severe:
I slope.
I
Severe:
flooding,
wetness.
I Severe:
I s1ope.
I
I
I severe:
s1ope.
I Severe:
I slope.
I
I Severe:
I slope.
I
I
I Moderate:
I sIope,
I Iarge sLones.
I
I Severe:
I slope.
I
I
I Severe:
I shrink-swe11.
I
I
l Moderat e :
I sIope.
I
I Severe:
I s1ope.
I
I slope.
wetness,
flooding,
frost action. I
I
I Moderate:
I slope.
I
I
I Moderate :
slope.
I Severe:
I slope.
I
I Severe:
I sIope.
I
I
I Moderate:
I
I Severe:
I slope.
I
I
I Severe:
I Severe:
I sIope.
I
I slope.
I Severe:
I welness.
I
I
I Moderate:
I Iarge stones,
I slope.
I
I Moderate:
small stones,
droughty,
slope.
I Severe:
I s1ope.
I
I Severe:
I slope.
I
I
I Severe:
I
I Severe:
I large stonet'
I sIoPe.
I
I Moderate:
I Severe:
I sloPe'
I
I frost, acti.on, I Iarge stonel'
I Iarge st.ones. I
I shrink-sweI1, I Iarge st'onet'
| 1ow sErength. Itl
I sliqhr--------- | slight.
tltlI
I
I Severe :
I slope.
I
I
I
I Severe:
I slope.
I
See foot.note at end of Lable.
I
I
I
I
I
I
I
I
I s1ope.
I Severe:
204 Soil Survey
TABLE 11 ---SANITARY EACILITIES--Continued
SoiI name and
map symbol
Sept.ic Lank
absorpt ion
f ie Ids
Sewage lagoon
areas
Trench
sanitary
Iandf i l- L
Area
sanitary
landfill
Daily cover
for landfill
29*, 3Oa z
Rock outcrop.
31--------- | Severe:
Dotsero I sloPe-
I
I
I Severe :
I seepage,
I sIope.
I
I Severe:
I seepage,
I sIope.
I
I Severe:
I seepage.
I
I
I Severe:
I depth Lo rock,
slope.
I Seve re :
I seepage,
I slope.
I
I Severe:
seepage.
Severe:
depth to rock,
s1ope.
I Severe:
I seepage.
I
I Severe:
I seepage.
I
I
I Severe:
I seepage,
I slope.
I
I Sevele:
I slope.
I
I Poor:
I s1ope.
I
I
I Fai r:
small stones.
Poor:
area reclaim,
small st,ones,
s lope .
I
I Falr:
I snall stones.
I
I Falr:
I sma1l scones,
I slope.
I
I Poor:
slope.
I Poor:
I large stones,
I slope.
32--------- lslight----- lSevere:
Dolsero I
I
33r: I
Earsman---- lSevere:
seepage.
I Severe:
I seepage,
depth to
s1ope.
Rock outcrop.
34--------- lslight----- lSevere:
I depth to rock,
I slope.
I
I
I
I
rock,
Ernpedrado I
I35--------- lModerate:
Empedrado I slope.
I
I
Empedrado I slope.
I
I
Etoe I slope.
I
I seepage.
I
I Severe:
I seepage,
I slope.
I
I Severe:
I seepage,
I slope.
I
I Severe:
I slope.
I
l.Severe:
I seepage.
I
I Severe:
I seepage.
I
I
I Severe:
I seepage,
I slope.
I
I Severe:
I sIope,
I large stones.
38--------- I Moderate:
Evanston I percs slowly.
I
I39, 40, 41----------lsevere:
l Moderat e :
I seepage,
I slope.
I
I Severe:
I slope.
I
I
I Severe:
I sIope.
I
I
I Severe :
I slope.
I
I
I Poor:
I sIope.
I sIlght----- I Sllght----- lGood.ttt
Evanston
Fluvaguents I floodlng,
I wetness,
I poor fllter.
I
43r: I
Forelle---- |Moderate:
I percs s).owly,
I s1ope.
I
Brovrnsto--- | Moderate:
slope.
44*:
ForeIle---- | Severe:
I sloPe.
IBlordnsto--- | Severe:
I sloPe'
I
I
I Severe:
I seepage,
I floodlng.
I
I
I
I Severe:
I s1ope.
I
I
I Severe:
seepage,
s lope .
I Severe:
I slope.
I
I Seve re :
I seepage,
I sJ.ope.
I
Severe:
floodlng,
seepa9e,
i'reEne ss .
Moderate:
slope.
ModeraEe:
slope,
too sandy.
I severe:
I slope.
I
I Severe:
I slope.
I
I
Severe:
floodinq,
seepage,
wetness.
I Moderate:
I slope.
I
I
lModerat.e :
slope.
I Severe:
I slope.
I
I Severe:
I slope.
I
I
Poor:
seepage,
too sandy,
smalI stones.
PaLr:
slope.
Poor:
sma1I stones.
I Poor:
I slope.
I
I Poor:
I smaIl stones,
I slope.
I
See foolnote aL end of table.
I
I
I
I
I
I
I
I
I slope.
Aspen-GYPsum Area, Colorado 215
TABLE 12. --CONSTRUCTION MATERIALS--Continued
SoiI name and
map symbol
Roadfi 1 L Sand Grave I Topso i 1
30*:
Dollard-------------- I Poor :
I
I
I
I Poor:
area reclaim,
s lope .
Improbable:
excess flnes.
I Improbable:
I excess fines.
I
I
I Improbable:
I excess fLnes.
I
I
I Improbable:
I excess flnes.
I
I
I
I
I
I Improbable:
excess fines.
Improbable:
excess fines.
I Improbable:
I excess fines.
I
I
I Improbable:
I excess flnes.
I Improbable:
I excess fines.
I
I Improbable:
I excess flnes.
I
I
I Improbable:
I excess flnes,
I large stones.
s Iope .
I Poor:
I small stones,
I slope.
I
I Poor:
I smalI stones.
I
I
I Poor:
I area reclaim,
small sEones,
slope.
I
I
I Poor:
I small stones.
I
I Poor:
I snall sEones,
I slope.
I
I Poor :
I smaIl stones,
I area reclaim,
Rock outcroP-
3 1----------
Dot sero
Dotsero
33r:
I FaIr:
I slope.
I
I
area reclaim,
slope.
Rock outcrop.
34, 35----- lGood------- | Improbable:
Ernpedrado I
I
3 6-------------------- I Falr :
Empedrado I slope.
I
I slope.
I
I
I excess f1nes.
I
I Improbable:
I excess fines.
I
I
I Improbable:
I excess flnes,
I large stones.
I
I excess flnes.
I
I Improbable:
I excess flnes.
Etoe
Evanston I
I
3 9-------------------- I Falr :
I Improbable:
I excess flnes.
I
I Improbable:
I excess flnes.
lsr
I Good.
I
I
I Poor:
I slope.Evanst on
Evanston I sIope.
I
42* _------------------ I poor :
Fluvaquents
43r:
Forelle----
44* :
ForeIle-------------- | Fair :
I slope.
I
see footnote at end of Eable.
I Improbable:
I excess flnes.
I
I Improbable:
I excess flnes. I slope.
tl
lProbable--- lProbable------------- lPoor:
I wetness.
I
I
I
ll
lGood------- | ImProbable:
excess fines.
I Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
too sandy,
smalL sEones,
area reclaim.
lFair:
too clayey,
small stones,
sIope.
I
I Poor:
small
area
stones,
rec I a im.
I Poor:
I slope.
I
Earsman-------------- | Poor :
I slope.
40, 41---------------- lPoor:
Brownst.o--
L.
Aspen-Gypsum Area, Colorado 225
TABLE 13. --WATER MANAGEMENT--Cont.inued
Limitations for--Features affecting--
SoLl name and
map symbol
Pond
reservoLr
area s
Embankment s,
dikes, and
levees
Drainage Irrigat ion
Terraces
and
diversions
Gra s sed
waterways
I
I
25,*, 21*, 28*: IDahlgulst-- | Severe:
I seepage,
I slope.
Isouthace--- lSevere:
I seepage,
I slope.
I
I
I
I
I Severe:
I seepage,
I large stones.
I
I Deep to water
I
I
I
lDeep to wat,er
lDeep to water
I
I
I
lDeep to $rater
I
I
I
lDeep to rrater
lDeep to rrater
I
I
lDeep to water
I
I
I
lDeep to rrater
I
I
SIope,
Iarge stones,
droughty.
Slope,
Iarge stones,
droughty.
lPercs slowly,
I depth to rock.
I
I
I
I
I Droughty,
I slope.
I
I
l Drought y,
I slope.
I
I
I Droughty,
depth to
slope.
I
I
I
I Slope,
I large stones,
I Eoo sandy.
I
I Slope,
large stones,
too sandy.
SIope,
dept.h to rock,
erodes easlly.
I
I
I Slope,
I Too arid,
I large s!ones,
I slope.
I
I Too arid,
Iarge stones,
slope.
I S Iope,
I erodes easily,
depth to rock.
I droughty.
I
I
I
I
lLarge stones,
29*, 30* z
Dollard
Rock outcrop.
31---------
Dotsero
Dotaero
33r:
I Severe:
seepa9e,
large stones.
Severe: lDeep to water
thln layer. I
Severe:
slope.
Severe:
seepa9e,
I seepage.
I
I
I depth to rock,
I seepage.
I
I seepage,
I slope.
I
I
I Severe:
I seepage.
I
I
I Moderate:
I seepage.
I
I
I Severe:
thin layer.
I Severe:
I plping.
I
I Severe:
I plptng.
I
I
I Severe:
I large stones.
I
I Slope---------- | S1ope,
I slope-
I
I Favorable------ | Droughty.lt
Earaman---- lSevere:
slope,
Rock outcrop.
Empedrado
rock, I large stones, I slope,
I depth to rock. I droughty.tl
35,36----- lsevere:
Erapedrado
I SIope----------
I
I
I
I Slope,
I Favorable------ | Favorable.
I Slope---------- | Slope- | Slope.ltt
I
I
I
lLarge stones,
I
I
I Slope,Etoe I slope.
I
I large stones, I large stones, I slope,
I erodes easlly. I erodes easily. I erodes easlly.
38--------- lModerate:
Evanston seepage,
slope.
39, 40, 41-------- | Severe:
Evanston I sIope.
I
I Severe:
I piplng.
I
I
I Severe :
I piplng.
I
I Deep to water
lDeep to water
I
I
I Slope---------- | Erodes easlly I Too arid,
I I lerodeseasily.lttttt
I SIope---------- | SIope,I Too arid,
I erodes easily. I sJ.ope,
I I erodes easlly.
Severe:
seepage,
uetness.
Severe:
plping.
Severe:
seepage.
large stones,
frost action.
Deep to water
Deep to wat.er
wetness,
droughty.
I SIope----------
I Slope,
I droughty,
I soil blowing.
I
S lope,
erodes easily.
S lope,
too sandy,
soil blowing.
lToo arid,
I slope,
I erodes easily-
I
I Too arld,
I slope,
I droughty.
I
I E Iooding,I SIope,lLarge stones, lLarge stones,
wetness.wet.ness.Pluvaquent s
43r, 44i:
Fore I le----
Brownsto---
seepage.
Severe:
sIope.
Severe:
seepage,
slope.
See footnote at' end of table-
236 Soil Survey
TABLE 14.--ENGINEERING INDEX PROPERTIES--Continued
tl
I Depth I UsDA
lllt
texEure
ClassificaLion lErag- |
lmenLs I
Percentage passing
sieve nurnber--
tt
lLiquid I Plas-
lllimitlticiry
1200;lindex
SoLI name and
map symbol Unified AASHTO t>3 I I Ilinchesl 4 I 10 I 40
Inl Itt
0-8 ll,oam-- ICL-ML
8-24 | Stratified very |SM-SC,
I
I
I
I
I
I
I
I
l2
I
I
lA-4
I A-2
lPct I I I I
tttltI 0-10 I 85-100 I 80-100 | 70-95 I s0-70
I 30-50 | s0-75 I 45-70 I 40-ss | 30-3s
Pct
20-30
20-30
5- 10
5- 10
4-60
cobbly fine I GM-GC
sandy loam to I
extremely cobblyl
sandy clay loam. I
lExtrernely cobbly lGC,
sandy clay loam,
extremely stony
sandy clay Ioam,
extremely stony
Ioam.
I 40-80 I 25-35GP-GC IA-2 15-30 10-25 5-15 30-35 L0-15
I
lA-4
lA-6
I A-4
Evanst,on 114-31lLoam, clay loam ICL
131-60 lLoam------- lcl,-lt{L
0
0
0
I 95-100 | 9s-100 | 70-85
I 95-1,00 | 95-100 | 70-90
I 95-100 I 95-100 I 65-85
ls0-70130-3sl s-10
150-70|25-35I10-15150-60120-301 s-10
Evanston 11-2-25lLoam, clay loan ICL
I 25-50 lLoam------- lCL-MLttt
424-------- I 0-1.0 lVariable--------- lSM,
Pluvaguents I I lcl,,
I 10-24 | Stratlfled clay I SM,
I I to gravelly
| | sand.
|124-60 lVery gravelly lcP, SP,
sand, gravelly I SP-SM,
sand.
0 195-10019s-100170-8s ls0-700 195-100195-1001?0-90 ls0-?00 195-100195-100165-85 150-60trtt
o-10 190-9s 185-95 lss-6s 120-60tttt
0-20 155-85 160-80 145-?0 130-50lttltr
10-30 l.l0-80 130-70 110-25 0- 10
0-10 185-100185-100175-100155-?50-10 l8s-10018s-100180-100150-80lttt
0-10 185-100185-100175-100 155-?5tttllttt0-s 160-80 150-?5 140-55 125-35lttttttt0-5 160-80 150-?5 140-60 135-50tttl0-5 150-50 140-50 t30-40 115-25tttt0-5 140-80 135-75 125-55 110-35
20-3 5
I A-4
I A-6
I A-4
I
3 0-35
25-35
20-3 0
15-30
25-35
25-35
25-3 5
25-35
20-30
25-30
20-30
25-3 0
25-35
20-30
5-10
10-15
5-10
NP-15
NP-15
NP
5-10
10-15
s-15
NP-10
5-10
NP-10
NP
ML, lA-2, A-4,sc I A-6ML, IA-2, A-4,
CL-MLI A-5I CL,
I
43i, 44*:
rl
IBrownsto-------- I 0-4
45 , 46, 4'l -------
Forsey
I loam, clay loam. Ilt
lGravelly sandy
I loam.
I
0-10 lCobbly loam------
I
10-22lvery cobbly loam,
I very cobbly clay
I Ioam.
22-60 lVery cobbly sandy
I
I A-1
I
I
I
I
I A-4
lA-5
IcL lA-4, A-6
I
I
lA-2
I
I
I A-4
I
I GP-GM
I
I
I 5-30lCIay loam, loam, lcLI I sandy clay loam. I
130-60 ltoam, sandy clay ICL-I'{L,
4-11 lGravelly loam---- ISM-SC,
I I GM-GC
ISM, GM,I sM-sc,
I GM-GC
I SM-SC, I
I CL-ML I
IGM-GC, cC Itt
IGM, GM-GC, I
11-30lVery gravelly lGM, GM-GC lA-1, A-2
II I sandy loam.
130-50lGravelly sandy lSM, GM lA-2, A-1
Ioam, very
gravelly Ioamy
sand, very
gravelly sandy
Ioam.
A-4
A-4,
A- 1,
| 30-50
I
I
I 3s-s0A-2
75-90 I 70-8s
I
50-55 I 45-50
I
I
50-70 I 45-65
50-75 I 45-50
I
40-60 | 35-50
I
I30-ss | 15-35
5- 10
5- 15
NP-10
Ioam, very
cobbly loam,
very cobbly
sandy clay loam.
See footnote at end of table.
SM-SC, SMII
I
I
I
I
Soil Survey
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOrLS--Cont.inued
soil name and lDepthlclay I
mapsynboJ. I I I
tlt
ttt lt
Permea- lAvailable I
bility I water I
I capacity I
MoLst
bulk
density
I I I Erosion ltiind ISoil I Salinity I Sbrink- | fact.ors I erodi- lOrganic
react ion I
I
I sweII t---t tfi).ityl matter
lpotential I K I T lgroup I
tttt26r, 27t, 28*i I I I IDahlsulst-------l 0-5 112-2011.25-1.351I 6-13t20-3511.25-1,.40 |
113-60 I 't-2011.2s-1.4s
IttttSouthace--------l 0-101 5-2011.40-1.501
lt0-22t s-20 I 1.4s-1.ss I
122-60 I 2-15 I 1.60-1.70 |tttt29r,30*: I I I I
lt2.0-5.0 | 0.05-0.10 | 6. 6-? .8
0.6-2 .0 I 0.06-0.11 I 5. 6-?.8>5.0 I 0.03-0.05 | 7.9-9.0
tt2.0-6.0 I 0.08-0.10 I 7.9-8 .42.0-6.0 10.04-0.0617.9-8.4>20 I 0.02-0.04 | 7. 9-8 .4
tt
lt
lt
tttttt
<2 lLow-------;9.95,
<2 I Low------- I g. O, ,<2 I Low------- ; 6.6, ,ttt<2 I Low-------; g.1g ,<2 lLow-------;g-921<2 I Low------- I g. a, ,tttttl<2 | High------ I 0.3? |<2 I Htgh------ | 0.3? |t----------t----l
lrn Inlh rI Pct I g/cc I In/in I pH I mmhos/cm I Pct
1-3
1-3
Dollard--------- | 0-4 I 35-40 I 1.20-1.30 | 0. 06-0.2 I 0. 1?-0. 19 I 7. 4-8. 4
4-33 I 3s-s0 I 1.30-1. 40 | 0. 05-0.2 I 0. 13-0. 18 | 7. 9-9. o33 I ---
Rock out,crop.
31--------------- |
I
0.06-0.091
0.04-0.09 I
0 .1 6-0.18 |
0.19-0 .21 |
0.11-0.13 I
I
0.16-0.18 |
0.10-0 .14 I
0 .05-0 . 11 I
6. 6-8 .4
7.9-8.4
7 .9-8 .4
6.6-8.4
?.9-8.4
?.9-8.4
7.4-8.4
''1:l'o
6.5-7.3
6.5-'t.8
?.9-8.4
6.1-7 .3
6.1-6.5
6.1-7.3
I Low-------
I Moderate
I Low-------
I
4L L-2
3-6
3-5
2-4
1-3
Dotse!o
Dotaero
33r:
Earaman--------- |
Rock outcrop.
Empedrado
37--------------- IEtoe I
I
I 10-18 I 1.30-1. 40 I 2.0-5.0
I 10-18 I 1.40-1. s0 I 2.0-6.0
| 15-25 I 1.40-1.50 I 2.0-6.0ttt
110-1811.30-1.40 I 2.0-5.0
I 10-1811.40-1.50 I 2.0-5.0
I 15-25 I 1.40-1.50 I 2.0-6.0rttttt
1.40-1.55 | 2.0-6.0
1.40-1.55 I 2.0-5.0
t---
I
I
I
I 15-2? I 1.3s-1.4s I 0.6-2.0
120-351 1.40-1.55 | 0.6-2.0
l1s-301 1.40-1.55 I 2.0-6.0ttt
| 10-231 1.35-1.45 I 0.6-2.0
I 10-20 I 1.40-1.501 0.6-2.0
120-2511.45-1.55 I 0.5-2.0
0-3 1
31-41
41-60
0-7
?-4 1
41-50
0-5
5-1 9
19
0-5
5-4 0
40-60
0-8
8-24
24-60
0.08-o .1q I
0.07-0.09 I
0.11-0.18 I
I
0.10-0.14 |
0.0?-0.091
0.11-0. 18 |
I
I 10-20 |I s-18 It---
I
I
I
<1
<2
<2
<2
<2
<2
<2
10.24
10.24
| 0.1?
I
10.3?
10.15
I 0.15
38, 39----- I 0-141L5-2't11.25-1.351
<2 I Low------- ;9.19 ,<2 | Low------- | 0.20 |<2 lLow-------;9.24 ,ttt<2 ltovr-------10.201<2 | Low------- | 0.20 |<2 | Low------- | 0.24 |tttltt<2 I Lor------- | 0.17 |<4 I Low------- 1 g. r, ,
Evanston I 14-31 I 18-3s I 1.35-r..4s I
131-50 I 18-27 I 1.3s-1.{s I
40, 41----- I 0-12 I 15-27 | 1.25-1.35 |Evanston I L2-2s 118-35 I 1. 35-1. 45 I
125-60 1 L8-2't I 1.35-1.45 Itttt42*-------- I 0-101 4-3011.20-1.501
Fluvaquent.s I 10-24 I 1o-3s | 1.40-1.60 |
124-601 0-s 11.60-1.?01tttt43*, 4rl*- I I I IForelLe---------l 0-6 lI5-2?11.15-1.251I 5-30118-3s11.25-1.3s1
I 30-50 I 18-30 I 1.25-1.35 IttttBrownst.o--------I 0-4 I10-20I1-35-1.45|
I 4-1111s-2011.25-1.3st
I 11-30 I 1s-20 I 1.35-1.45 I
130-50 I 5-1511.35-1.4s Itttt
See footnote at end of table-
0.5-2.0 10.15-0.18 I 6.1-?.8
0 . 6-2 .0 | 0.16-0 .20 I 6. 5-8 .4
0.6-2.0 10.16-0.18 17.9-9.0lt
0. 6-20 1 0,0?-0.15 1 ? .4-8 .4
0.6-2 -0 10.10-0.18 | ?.4-8.4>20 10.04-0.091?.4-8.4lt
lt
0. 5-2.0 10.16-0.18 | 5.5-8.40.5-2.0 10.16-0.21 I 5.5-8.40.5-2.0 10.15-0.18t7.9-9.0
lt2.0-6.0 10.08-0.1017.4-8.4
0.5-2 .0 | 0.11-0.13 | ? .4-8 .42.0-5.0 10.05-0.08 17.4-8.4
2 .0-5.0 I 0.0s-0.10 | 7.4-8 .4
<2 | Low------- | 0.28 |<2 lModerate I 0.3? |<2 I Low------- 1 9.37 ,ttt<8 lLow------- 1 6.29;<8 lLow-------16.29;<2 I Low------- I g. Ot ,ttt
ttt<2 lLow-------16.r1<2 lModerate I 0.37 |<2 I Low-------;9.37;
ttl<2 I Low------- I g. rO ,<2 lLow-------;6.r0,<2 I Low------- 1 9. Ot
'<2 I Low------- I O. tO ,ttt
0.6-2.0 I 0.15-0.18 I 6. 1-7.80.5-2.0 10.15-0.20 I 6.5-8.40.6-2.0 10.16-0.18 17.9-9.0
lLow-------10.281 5
lModerate | 0.3? |ILow-------;g.r,,
<2
<2
<2
2-4
2-4
<1
.5-1
L-2
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/ ( ,
EXHIBIT D - ADJOINING PROPERTY OWNERS
)
Parcel f)3
and
Parcel #14
Parcel fl9
Parcel #30
Parcel #31
Parcel #32
Parcel #33
Parcd #34
Parcel #35
ADJOIMNG PROPERTY OWNERS
David W. & Connie F. Hic}s
1051 County Road 111
Carbondale, CO 8lA3
John K. & Linda C. Cerise
P.O. Box 712
Carbondale, CO 81623
Finley Properties
1211 County Road 111
Carbondale, CO 8L623
David K. Danciger
Three Forest Plaza
19th Floor
12221Merit Drive
Dallas, T){7525l-2216
Four Bar Ranch Co., Inc.
P.O. Box 686
Carbondale, CO 81623
Turnbull Family Limited Partrrership
P.O. Box 686
Carbondale, CO 81623
Nancy B. Emerson
1213 County Road 111
Carbondale, CO 81623
Anneliese K. Allen
1215 County Road 111
Carbondale, CO 81623
report\95008pty. o*n
,r!
IVIAP OF iqDJ(}INllNlG O\/VNIEFiS
1l
'r
EXHIBIT E - OWNERSHIP
l\)
c
.J
ti
*
Itr-t I>l Y
ioL-.I B.-t !c
=l;or€lo
><.c
lO
-.i L-\. d
\.1
ttE
-iol
'- lAl
, ic)l
'i. :vJl';iial
;...:,
';4'C .li Clta'a
<ca
"""a n,. L:.0{r1_3_ Lgfe!tq Banner! Rrcorder
Tms Drro, Made this 29rh day of December 78
}.LLEN,b€rween WILMER C. ALLEN and ANIJELIESE K.
as husband and wife,
of t-he; tstltliiegi:ii:ig"E1y1 sF:"o'l Burotr! H:'u.irB*nasr.,Colorado 81623o{ the Couty of Garf ield ud State of
Colorado, of the second part: ,,/
WITNESSETB' Tbat the saicl part-ieso{ the tirst part, Ior and in consirlcrar;on /th".- orWITNESSETB' ltrat the said partieso{ the tirst part, lor and in considcration #the sm of ITEN DOLI"ARS AND OTHER GOOD .pJJD VALL)ABI.E COIJSIDeRATIoN-----yyoxl\rr:yl
to the said Parties of the fint part in hud psid by said part y of thc second part, tlre receipt lvhereof is
hereby con{cssed and ukrorledged, heV€ g:uted, bargained, sold and conveyed, and by these presents do
5:rut, bargain, rell, convey and confim, unto tle said part ! of tbe lmond part, hef hein and usigns for-ever,allthclollowingdescrib$,tgf,- orparcel of land,situa'-c, llingandbeinginthe Counties of
>Oocoix)o*. Garfield and/r'Jil'SLh of Cotorado, ro rit:
See Exhibit "A" attached
herein by this reference.
hereto and incorporated
NO STATE DOCU}{ENTARY FEE REOUIRED
sr00. 00
also kno$'n as street and nuntber
Iir.lv 1 5 137:
$tri Pl;liltlilr.qMi
i'.r,
lJ=----
- COI.ISIDERATIO}T LESS THAN
TOGETEER rith all and sing:ular the hereditamcnts and appurtemnces thereto bcloaging, or in uyrisc
eppertainilg, ud-{hc reversion ald reversions, remaiadu ud remainders, rents, issues and profits thereof, and all
thc cstrte, ri8ht, title, interest, claim end demand *halsever ol the said part ies of the first part, either in law
or cquity, of in and to the above bargained premises, witb the bereditamentr md appurtaanc*.
TO EAYE AND TO EOLD thc said fremises above bargained ud described r-ith the appurtenances; unto thc
slid pert y of the oecon{_part, her heirs and ssigns forevcr. .{.nd the sid pan ies of the fi6t p!rt,
for thern relves, /SlBl,rerucrtors, alrt adninistratom, do covenant, grut, bargain, and agree to udrith thc said part ! of thc reond parl herheirs end assigns, tlat at the time of the ensealing and delivcry
of tbesc prcsents,they are$ell seized of tbe premises above conveyed, as of good, sure, perfet, absolute and
indefusiblc cstate of inheritance, in law, tn fe simple, ud ha V€ g@d dght, futl po*er md lawful authoritl
to 8::rsrt, bargain, rell end convey the sanc in mmer ead fom as aforesaid, ed that the sme are lree and clear
lrom all for:aer' end othc' granh, bargeins, sales, liens, taxes, assessments and encmbrances of whatever kinrt or
natur€so€ver. , e)<cept ard subjecE to governlEntal rules and regulations, u.s.
Patent resenrations ard o(cePtions, easenent-s ard rights of way of record orsituat€ ad in use, any other restrictions of rec-ord, ald general property
taxes of a current nature,
ud the above bagained premises in the quiet ud peueablc possessiou of tbe said part y of the second part,
hgr heirs and essiSrs ageirst all ud every person or persons las-fully claiming or to claim the wholc
or sy psrt i.bereof,-the said part ies of the first part shall ud rill WARRANT AND FOREVER DEFEND.
IN WITNESS WHEREOF, the said part ies of tbe first part have bereunto settheir hurl s
and seal 5 Lhe day md year firet above vitten.
(SEAL)
(SEAL)
(SEAL)1
JAN ,i Pp.lD^r-\ .--. ----.-----*
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ir',1l,( 53? rrt:6?5EXHIBTT "A"
A parcel 0f r.anc_situated in Lots g and g of section r.1 and inLots 3 and 4 of Section fa, uii in rownship B South, Range gBI{est of the sixrh lrincipai r,ruriii.un, i;i;; i"IIi..:_y of Norrherlyline of said Lots g and'g, unJ-nu=terly of-the rn,".turfy lines ofsaid Lors 4 and 8, ="ia lu.".i Ii r.r,a'i=-a"r"riula u" for_lorss:
Beginning at a point on the Section line between saidSections 11 and 14 whence ih" witr,"rs point to thesection corner common to section; io; ii,'.ia] ana rsbears s. 85.16,32" w. 300.1; feet; then;; N. 00.16,47u vt.along the Westerly 1ine of-said Lot g, 413.52 feet tothe Northwest corier of sai.d'Lot g; tner,""-lll aa o2ot47' E.1476'31 feet a10ng tire lloitirerly line of said Lots g and9; thence S. 02"29,39, E.-8;i.5i feet; ii,""." a).ong theNortherly lll:-gI a road, s.-z:.::,2i; ;.-i;1z.eq feer;thence N' oo"ogr2g" w. si.oa feet to the southeast corner-of Lot 5 of said Section in i tn.r,r". N. OOoOg ,2g. I.{.along the l_ine between "uid'r,ot" 4 and 5, 790.57 feetto a point on the Northerly line of ""ia'seciion fa,the point of beginnins, coitaining 3G.24 acres, more orIess.
Together with anv and all water rights used upon or in con_nection with the above a"""=iU"a-irop"rty including, withoutlimiration, all trre rishrs-"r-iI.I!";-;;a.;"ilii*.E.tuin asree_I:::j::'rded in sook 4?4 at p;;;--ii; ;;;"-;I.rila county
Except that certain parcel of rand described as foLrows:
A parcel 0f land situated in Lot g of section 11 and ini.ot 4 of Section 14, aII in Township-e-i"utf,, Range88 west of rhe sixth principar r'r"ri5i".,-iying soJtn"rryof the Northerly ]ine of said r,ot Al-i""t"rfy of theWesterly lines of said Lots 4 and g-and l,iesterly of afence as.constructed and in price,-"uii pir."r of landis described as follows:
Beginning at the Southwest Corner of said lot8 being the same as the Northwesi io.n., of said. Lot 4 whence an iron post with a brass cap found inprace and properry maiked for the witn.". point tothe Section Cornei common to Sections I0, 11.14;-and 15 in said township and range bearsS.85"I5'32" W.300.16 feet; thlnce p. OO.tS,4?u W.along rhe westerly line of saiJ ;a B, 413.52 feetto the Northwest Corner of said t.ot B; thenceN. 88"29.47" E. along the Northe.Ly iine of iaidLot B, 446.57 feet to a point in siiO fence; thencealong said fence S. 30.3-O,00" l.t. l3i .j2 feet;thence S.39o39,I2" W.371.83 feet; thenceS.09"42121" Vt. I63.04 feet; thence S. 06"22,44, W.14.8j feet; thence S. 19"57i1q" w. lOA.l7 feet;thence S. 07o01'OS" w )A) a) F66! - !L^__^
,t , .*a