HomeMy WebLinkAbout1.0 ApplicationMar -20--00 01:50P
Pursuant
Regulations
undersigned
Commissioners
RECEIVED APR 2 5 2000
BEFORE THE BOARD OF COUNTY COMMISSIONER OF --
GARFiELD COUNTY. COLORADO
PETITION FQR EXEMPTION
to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended. and the Subdivision
Garfi - id minty, Colorado, adopted April 23, 1984_ the
41Arw . n K respectfully petitions the Board of County
of Garfield Cou
ty, Colorado, to_ exempt by Resolution the division of
acre tract of land into j_ -_,,,,c c..-4) tracts of
approximately
of "subdivision"
28..101 (10) (a) -
acres each, more or less, from the definitions
and "subdivided land" as the terms are used and defined in C R. S (1973) Section 30-
(d) and the Garfield County Subdivision Regulations for the reasons stated below
r_ r ri5
SUBMITTAL REQUIREMENTS:
An application which satisfied the review critena must be submitted with all the following
information:
COM
A. Sketch map at a minimum scale of 1 "-200' showing the legal description of the
property, dimension and area of all lots or separate interests to be created, access to
a public right-of-way, and any proposed easements for drainage, irrigation. access or
utilities; and
B Vicinity map at a minimum scale of 1 "=2000' showing the general topographic and
geographic relation of the proposed exemption to the surrounding area within two (2)
miles, for which a copy of U S.G.S. quadrangle map may be used; and
C. Copy of the deed showing ownership by the applicant., or a letter from the property
owners) if other than the applicant; and
D. Names and addresses of owners of record of land immediately adjoining and within
200 feet of the proposed exemption, mineral owners and lessees of minerals owners
of record of the property to be exempted, and tenants of any structure proposed for
conversion; and
E- Evidence of the soil types and characteristics of each type, and
F Proof of legal and adequate source of domestic water for each lot created, method of
sewage disposal, and letter of approval of fire protection plan from appropriate tire
district; and
G. If connection to a community or municipal water or sewer system is proposed, a letter
from the governing body stating a willingness to serve: and
Ii Narrative explaining why exemption is being requested; and
P_01
Mar -20-00 01:50P
EXEMPTIQN
• •
It shall be demonstrated that the parcel existed as described on January 1, 1973 or the
parcel as it exists presently is one of not more than three parcels created from a larger
parcel as it existed on January 1. 1971
A $300.00 fee must be submitted with the application.
APPLICABILITY
Tw,k lu,'r�,�cle.,
Petitioner
P_02
Mailing Address rr
enis
City State —/(off%
970 876-0779
Telephone Number
The Board of County Commissioners has the discretionary power to exempt a division of land from
the definition of subdivision and thereby from the procedure in these Regulations, provided the Board
determines that such exemption will not impair or defeat the stated purpose of the Subdivision
Regulations nor be detrimental to the general public welfare. The Board shall make exemption
decisions in accordance with the requirements of these regulations Following a review of the
individual facts of each application in Tight of the requirements of these Regulations. the Board may
approve, conditionally approve or deny an exemption. An application for exemption must satisfy, at
a minimum, all of the review criteria listed below. Compliance with the review criteria, however.
does not ensure exemption. The Board also may consider additional factors listed in Section 8:60
of the Subdivision Regulations.
A. No more than a total of four (4) lots, parcels, interests or dwelling units will be created
from any parcel, as that parcel was described in the records of the Garfield County Clerk
and Recorder's Office on January 1, 1973. In order to qualify for exemption, the parcel as
it existed on January 1, 1973, must have been 35 acres or greater in size at that time and
not a part of a recorded subdivision; however, any parcel to be divided by exemption that
is split by a public right-of-way (State or Federal highway, County road or railroad),
preventing joint use of the proposed tracts, and the division occurs along the public right-of-
way, such parcels thereby created may, at the discretion of the Board, not be considered to
have been created by exemption with regard to the four (4) lot, parcel, interest or dwelling
unit limitation otherwise applicable. For the purposes of definition, all tracts of land 35 acres
or greater in size, created after January 1, 1973 will count as parcels of land created by
exemption since January 1. 1973
2.
NE1/4SW1/4 AND THE SE1/4SW1/4
SECTION 34, TOWNSHIP 5 SOUTH, RANGE 92 WEST, 6TH P.M.
HIGH COUNTRY ENGINEERING, INC.
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
(970) 945-8676
NE1/4SW1/4 & SE1/4SW1/4
VICINITY
VICINITY
MAP
1"=2000'
DES. EPT CK. FILE NO. SHEET 1
DR. EPT DATE 4-20-00 2000 OF 1
• •
Tracts Numbered 37, 38, 43, and 44 Sec. 34, T5S R92W 6th P.M. as shown on Antlers Orchard Development
Co.; Plat No. 1. Also, described as: NE1/4SW1/4 Sec. 34 T5S R92W. And Tracts 54, 53, 59 and 60 shown
on Antlers Orchard Development Co.; Plat No. 1. Also, described as: SE1/4SW1/4, Sec. 34 T5S R92W 6th P.M.
gUl
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Heuupt276036.lon NO.!
DEC !7 117 eocx491 PA;c
/ M. 702
211 Stepbets. Recorder
WARRANTY DEED 8Y
MARVIN D. RYDEN and ANNA HELEN RYDEN, Husband and Wife,
whose address is Rifle, County of Garfield, State of Colorado, for
the consideration of Twenty Eight Thousand and No/100
Dollars, in hand paid, hereby sell and convey to C. FRANKLIN RYDEN,
whose address is Rifle,.County of Garfield, State of Colorado, the
following real property,in the County of Garfield, and State of
Colorado, to -wit:
tr tt rn"", .":!Y FEF
LEL _ 7 ,9!E
Tracts 37, 38, 43, 44, 53, 54, 59 and 60 of The Antlers
Orchard Development Company's Plat No. 1 recorded July 23,
1909, otherwise described as the NE4SW4 and the SE4SW4 of
Section 34, T. 5 S., R. 92 W., 6th P.M., Garfield County,
,EXCEPT the following described parcel:
A tract or parcel of land being 150 feet East and West by
105 feet North and South and lying in the extreme SE corner
of the following described real property, to -wit:
Northwest Quarter of the Southwest Quarter (NW; of SA)
and the Southeast Quarter of the Southwest Quarter (SES
of SWh) and the North Half of the Southwest Quarter of
the Southwest Quarter (Nh of SW4 of SW;) and the South-
east Quarter of the Southwest Quarter of the Southwest
Quarter (SE; of SW; of SW;) in Section Thirty-four (34)
Township Five (5) South, Range Ninety-two (92) West
Sixth (6th) P.M., otherwise described as Tracts 39, 40,
41, 42, 53, 54, 55, 56, 58, 59 and 60 of the Antlers
Orchard Development Company's Plat No. 1, recorded July
23, 1909, and more particularly described as beginning
at a point being the SE corner of the above described
land, thence W. along the N. boundary line of the right
of way of the county road 150 feet, thence N. 105 feet,
thence Easterly and parallel with.the boundary line of
the county road a distance of 150 feet; thence Southerly
along the E. boundary of the above described land 105
feet to the point of beginning.
Together with 68 shares of the capital stock of the Farmers Irriga-
tion Company, and all water, water rights, ditches and ditch rights-
of-way appurtenant thereto, including but not limited to 63 acre-feet
of the Silt Water Conservation District;
.Expressly reserving to the Grantors, however, the entire
use and possession of the following described parcel of
land, and all appurtenances thereto, and all rents and
profits therefrom, for and during the lives of both of
them: the one-half acre of land encompassing the family
home and outbuilding, plus the land providing access
thereto in the SE;SW' of said Sec. 34;
with all appurtenances, and warrant the title to the same subject.to
1976 real property taxes and water assessments due and payable in 1977
and all subsequent years, easements, restrictions, reservations and
rights-of-way existing or of record, patent and mineral reservations
of the United States of America and State of Colorado.
Signed this 1st day of December, 1976. /�
C G -rt
GL /49 , r l/ Gtr
Marvin D. Ryde
//rl
C iG eLG�c-
Anna Helen Ryden
Husband and wife (�
STAVE OF COLORADO, )
ss.
TYpp..' .S A. )
-: ,�� 1 ,ie foregoing instrument was acknowledged before me this
day ofrR&-ember, 1976, by Marvin D. Ryden and Anna Helen Ryden,
hu S-ba�nd..anr4) wi f e .
U
', •.-•....My,cbrpmission expires June 1, 77.
()t
/lr
7
Notary Public
u�,491
��7 1!?76 rl ,,
Recorded at � n'clork. ... pl., DECOEC 3
Reception No, ...27f;03 /fes,,-^--�r•_'J any Recorder.
I
iARVIN D. RYDEN and ANNA IIELRN RYDEN,
whilgliPairrelA ie nddRi f fle
County of Garfield , and State of
Colorado , for the conniderstion of
Ten Dollars and other valuable considerations
3or)dsros, in hand paid,
hereby sell(a) and quit claim(a) to C. FRANKLIN RYDEN
whose address is Rifle
County of Garfield , and State of Colorado , the following real
property, in the County of Garfield , and State of Colorado, to wit:
All that part of the SE1/4NW4 of Section 34, Township 5 South, Rang
92 West of the 6th P.M., situate South of the line fence as now
constructed and in use running East and West between the lands
now occupied and owned by the grantors of quit claim deed dated
November 15, 1967, recorded January 22, 1968, Book 391, Page 503,
Garfield County Records, or their heirs, successors or assigns,
and the lands now occupied and owned by the grantors of this
deed.
Subject to all oil, gas and other minerals reserved as set forth
in quit claim deed dated November 15, 1967, recorded January 22,
1968, in Book 391, page 503, Garfield County records.
SLUE GJCGli6IARY ftl
UtG 27 1576
with all its appurtenances
Signed this
(Consideration less than $500.00)
1st day of December ,19 76
Marvin D. Ry3en
STATE OF COLORADO, 1
sa.
County of Mesa
Anna llelen Ryden
Husband and wife
The foregoing instrument was acknowledged before me this 74 -
day of December , 19 76 , by Marvin D. Ryden and Anna Helen
Ryden, husband and wife.
)tly,.commibsion expires June 1, 1977
'`Withgs‘ band and official seal
2 ;
8 1Y7s fZa
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II
482072 13-950 P-589 08/18/ 59P PG 1 OF 1
M I1 DRED ALSDORF GARF I ELD COUNTY CLERK AND RECORDER 6.00 DO0. 14
WARRANTY Y I)Ish.l)
I 1'
'I'11IS III;I'.ID, blade this
1495 helleen C. FRANKLIN RYDEN
1,1 the
Cuuuly 111
day of August
Garfield
and slate 11
(1.,,;,. gNnnmr. and MARK A. DL'14PSEY and CYN11I]A A. DFMPSEY
Mine legal addicts, is 4951 County Road 233, Rifle, 0D
01 die (rimy t1 Garfield
nan11.11'11N1,NNI.:111,1Ira Ihiirunim lel andmdlc w111lid Ten Dollars ($10. 0t0) arid other
r gaoland valuable consideration
the rea•ip1 rend sulliaicncc tit Mhieh is bcichy alums !edged. len ,r:nrlyd, h: t .;' Fug i scIl
corse) and 1inlinu. ruh,the guuneehi.heir. and uss;gFs Irnercr, all the read l- petty I'iano ithird,and111'these precutsJar s Enl.11ha11ll1 ilte
1""1 father nilh impnMeuw'ns. if any. mosaic. laing and hying in the
Count% 01 Garfield and stale 01 Cohn ado deselilied as bilious:
A parcel 6f'land in Section 34, Township 5 South, Range 92 West of the
6th P.M.
Beginning at a point on the North-South Centerline of said Section 34 whence theif
S Corner of said Section 34 bears South 126.22 feet, said point being the North_:
east Corner of that parcel described in Book 764 at Page 62; thence S. 89°41'28"
Ii W. along the north line of said parcel 150.00 feet; thence North 75.00 feet;
thence 89°41'28" E. 150.00 feet to a point on said North-South centerline;
thence South 75.00 feet to the point of beginning.
Reserving to Grantor any easements or rights of way in place and in use.
:n kntun by <tica•I and rrua115:r a,
1111.1'.1111'.11 i alb all real siuguhn the Iwo:diming:los lout Iq,lootele lees Iht'Iclu heloogiug. or in :ms mise appertaining. and the reset sion and
reset signs. u•nndndct and ,mnaiude s lents, 1551155 HMI plulils Iheletl. and all the estate. right. lisle. iuleiesl. claim and demand Mh tisoeser 01 Ill°
gr:nrut. either in lass air equity. 111. in and 111 lire :thine hall:lilted I,telillses, \fill; Iia' Ireredilanlenls and (q,puilcn,u,ac%.
1(1 HAVE ANI) 11) 1101.1) the said premises :hilae Nogained and dcsclibeil. 0 11, the appuncnaiiees, mail the glalnce. his hers and assigns
h ncser. And the grantor. lin himscll. his heirs. and personal rcplcsculatises. d,•s aucc1111111. glans. hon gain. and;lice Ilium) willr Ibc glome. his heirs and
assigns. that at the time 01 the chIse:illilg and delivery of these pesetas. he is McII sa'lia',I Irl the [Itemises alms a conveyed. has grnnl, sola'. itct let I. absolute
and indefeasible estate of inheritance. in la0. in fee simple. and has giant right. hill 1501 m:nnl l:,lul :wan any In grant. batgain. selland cusses the sante
in mantle, and 11,1111 ns :don's:lid. and Illnl the same :re ice and clear Inml all limner trail taller grants. hal gams. sales. liens. lanes. ac.es.ulrnt.
anlmlhl .las es and resp itrl,m of ss hawser kind tit Manure sn'tc r. tacepl subject to the 1995 general property
taxes, patent rese>vatiohs, restrictions, easements and rights of way of record.
1 lit grunol shrill and ss ill \VAI(I(AN f ANI) I01(I' V 1! I( DEFENI) N1)1Ihe above -bargained 'Itemises in Illc quiet and pcaccalde possession 111 the grantee.
Iris heirs and assigns. against all and cscry rm." mr p:nuns I:nelidly claiming the whole or any pan Ihcre, l.'1'he singular number shall include the plural.
the plural the singular. and the use of ally gender shall In applicable to all gciJes.
11s1 11.1 1 NESS 1171I':1111i(II'; the grantor has executed this deed on IIIc done set I1,uh chose
•
Cf I FRArnCLIN RYDEN
s
•SIAII[ 1)I. 11)I1)I(\1)1)
(amus o1 Garfield
1"
1 he foregoing instrument ss as acknowledged before Inc Was
/P v/
h)' C. FRANKLIN RYDEN, laynf August pv 95
tsIS commission cspitcs • IJ�,(�/C �e(.)
1975. Wanness my hand and unlit,: l seal.
'If m Reimer. nasal 1. its and - --- —
i Name and A71.4mo(l'erVwl omen. rkM,( rr J1 rot lkorimo 11 M1065.$) j
Mack' 1rla ('g
,...-fpsEy
No. Y11,\ 11rs.7 A1, s1\qq 1Yl1 Irll1111. I'h,.l,.gr.pLlr Nrrnrill /'7V/— 732 / .
Ilr.�af��l rl I'ul•11•hor„ 11.11\\u,cr SI , Nem [r. (1) /111:02 -111,11I 24.,2,1111 -_ 12 41
A ,
Q 603
d'$e'
482073 B-950
MILDRED ALSDORF
P-590 08/18/11,OOP PG 1 OF 1
GARFIELD Y CLERK AND RECORDER
QUITCLAIM DEED
T11IS DEED, Made this day of August J9 95
benscen HARK A. D1 i1'SEY and CYN111IA A. DF ff'SEY
°Illi° 'County of Garfield
Colorado, grantor(s), and C. FRANKLIN RYI)1
and Slate of
whose legal address is 4860 County Road 233, Rifle, CO
of Om County of Garfield
ItEC IX9C •
6.00
and State of Colorado, grantee(s),
WITNESSETI I, Thal the grantor(s), for and in consideration of the sum of Ten Dollars
good and valuable consideration ($10.00) and other
the receipt and sufficiency of which is hereby acknowaed ed, ha Ve Doti=
these presents do g rcmiscJ, rcicascd, said and Qt HTCLAIMED, and by
remise, release, sell and QUITCLAIM unto the grantec(s), his heirs, successors and assigns.
forever, all the right, title, interest, claim and demand which the grantnr(s) have in and to the real properly, together with
imprnvcmcnts, if any, situalc, lying and being in Ike
Culurado, described as tallows: County of Garfield and State of
A tract of land in Section 6, Township 6 South, Range 92 West and Section
34, Township 5 South, Range 92 blest of the 6th P.M. said tract being that
tract described in Book 795 at Page 712 in the Office of the Garfield County '
Clerk and Recorder.
EXCEPT that parcel of land described as follows:
Beginning at a point on the North-South centerline of said Section 34 whence
the S'„ corner of said Section 34 bears South 126.22 feet, said point being the
Northeast Corner of that parcel described in Book 764 at Page 62; thence S.
89°41'28" W. along the north line of said parcel 150.00 feet; thence North
75.00 feet; thence N. 89°41'28" E. 150.00 feet to a point on said North-
South centerline; thence South 75.00 feet to the point of beginning.
also known by street and number as:
assessor's schedule or parcel number:
TO HAVE AND TO IIOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in
anywise thereunto appertaining, and all theeslate, right, title, interest and claim whatsoever, of the grantor(s), either in law or equity,
to the only proper use, benefit and behoof of the grantee(s) his heirs and assigns forever.
IN WITNESS WHEREOF, The grantor(s) ha ve executed this deed on the dale set forth above.
STATE OF COLORADO
CYNI7IIA A. DEM'SEY
ri
ss.
County of Garfield
The foregoing instrument was acknowledged before me this /5'71-1 day of August , 19 95
by MARK A. DIIII'SEY and CYNTHIA A. DE'1PSEY.
h,ly carnmissinn expires Witness my hand and official seal.
'If in Denver, insert "City and".
—� --_-- — - ------ Name .w Address w Person Cie, Neuf), Ciudad
' trr., Dew/veto/11g n 13.15111. R s t
�l/1f/a� 1�_wc Sef/1t
No. 97.1. Re.. 4-94. pnrlcIAthr or'.ED 1/737-,233 /-,23? r CCCLLL % 1j, , L10-7
nr•dru,d Publishing. 1743 Ware. Drn.er ('o 90101 -- I101) 29/ 1591 - 9 9) I Lle l�
civ
482074 B-950 P-59108/18/95 03:O1P PG 1 OF 3 • REC DOC NOf'
MI LDRED ALSIXM F GARF I ELD COUKIY CLERK ANI) RECORDER 16.00
AF'F'1DANT1T REGARDING
BOUNDARY L = N E AD.JUS TMEN T
C. FRANKLIN RYDEN, MARK A. DEMPSEY and CYNTHIA A.
DEMPSEY, the undersigned affiants being first sworn upon thereof,
depose and state as follows:
1. C. FRANKLIN RYDEN is the owner of Parcel 2 of that
real property described on Exhibit A attached hereto and
incorporated herein by this reference.
2. MARK A. DEMPSEY and CYNTHIA A. DEMPSEY, are the
owners of Parcel 1 of that real property described on Exhibit A
attached hereto and incorporated herein by this reference.
3. We are desirous of adjusting the boundary lines of
our lots and sign this Affidavit in accordance with the Garfield
County Subdivision Regulations of 1984.
4. We hereby represent that no new lots will be created
and therefore, that Garfield County will not be required to issue
any building permits, other than what it would be required to issue
for the already existing lots.
5. We hereby represent that none of the parcels of
property involved in this boundary line adjustment is part of a
previously platted subdivision of record.
6. We hereby represent that the boundary line
adjustment made reference to herein will not cause the loss of
access by road or to utilities, to any parcel of property involved.
7. We hereby authorize Garfield County to record a copy
of this Affidavit with the Garfield County Clerk and Recorder, and
to furnish this Affidavit to the Garfield County Assessor.
FURTHER AFFIANTS SAYETH NOT.
DONE this ./1/4 -
day of August, 1995.
/
Mar. A. Demps
C. Franklin Ryden
1
7 /
Cynthia A. Dempsey -
`/9s � -,133 rd /V: ` /e A C)
411
482074 B-950 P-593 08/18/95 03:01P PG 3 OF 3
EXHIBIT A
PARCEL 1
A parcel of land in the SE1/4SW1/4 of Section 34, Township 5 South,
Range 92 West of the 6th P.M. said parcel being that parcel of land
described in Book 764 at Page 62 in the Office of the Garfield
County Clerk and Recorder together with a portion of that tract of
land described in Book 795 at Page 712 being more particularly
described as follows:
Beginning at a point in the Northerly right-of-way fence of County
Road No. 233 whence the S1/4 corner of said Section 34 bears South
21.22 feet; thence S 89241'28" W. along said Northerly right-of-way
150.00 feet; thence North 180.00 feet; thence N. 89241'28" E.
150.00 feet to a point on the North-South centerline of said
Section 34; thence South 180.00 feet to the point of beginning,
said parcel containing 1.000 acres more or less.
PARCEL 2
A tract of land in Section 6, Township 6 South, Range 92 West and
Section 34, Township 5 South, Range 92 West of the 6th P.M. said
tract being that tract described in Book 795 at Page 712 in the
Office of the Garfield County Clerk and Recorder.
EXCEPT that parcel of land described as follows:
Beginning at a point on the North-South centerline of said Section
34 whence the S1/4 Corner of said Section 34 bears South 126.22
feet, said point being the Northeast Corner of that parcel
described in Book 764 at Page 62; thence S. 89241'28" W. along the
north line of said parcel 150.00 feet; thence North 75.00 feet;
thence N. 89241'28" E. 150.00 feet to a point on said North-South
centerline; thence South 75.00 feet to the point of beginning.
3
482074 B-950 P-592 1.8/95 03:01P PG 2
STATE OF COLORADO
COUNTY OF GARFIELD
) ss.
OF 3
k,Jhe foregoing instrument was acknowledged before me on
this day of August, 1995, by MMEMmiamOONMOMftimwd CYNTHIA A.
DEMPSEY.
Witness my hand and official seal.
My commission expires:
STATE OF COLORADO )
ss.
COUNTY OF GARFIELD. )
��L/The foregoing instrument was acknowledged before me on
this day of August, 1995, by C. FRANKLIN RYDEN.
Witness my hand and official seal.
My commission expires: /7I3 _9
STATE OF COLORADO
SS.
COUNTY OF GARFIELD
The foregoing instrument was acknowledged before me on
this 18th day of August, 1995 by Mark A. Dempsey.
Witness my hand and official seal.
MY COMMISSION EXPIRES:
My commission expires: IP1ir++arr 3. 1999
2
aku //14.fr
Notary Public
Feb, I4. 2000 6:31PM
February 14, 2000
STEWART TITLE GLI\YCD
•
•
STEWART TITLE OF GLENWOOD SPRINGS, INC.
202 8TH STREET
GLENWOOD SPRINGS, CO 81601
(970) 945-5434
FAX NO. - (970) 945-7081
ORDER NO. 00030399
RE: 4715 COUNTY ROAD 233
RYDEN/R.A.M. CASTING
I�Io, 545
IN CONNECTION WITH THE ABOVE ORDER NUMBER, PLEASE FIND ATTACHED THE FOLLOWING:
Title Commitment
Amended Commitment
Endorsement
Policy
Original to:
PC to:
Direct all Closing questions to:
CLOSER: LIZ HEWITT
* Indicates changes in the amended
Commitment
R.A.M. Casting
C. Franklin Ryden
Huebinger Real Estate -Cheryl
Schedule B Documents to: R.A.M. Casting/Cheryl
PLEASE READ CAREFULLY
1. This is a Commitment to issue one or more policies of title insurance in
our Standard Form when the requirements set forth in the Commitment have
been satisfied.
2. Only the policies shown are committed to. If there are any changes in
the transaction, order an endorsement from us. Stewart Title reserves
the right to add and/or delete requirements and/or exceptions accordingly.
3. The date on this Commitment is important. NOTHING after that date has
been considered by us.
4. This commitment is good for 6 months only. Extensions should be ordered
from us if they are needed.
5. If you have any questions regarding the examination of this commitment,
please call David Stubbs at 970-945-5434.
Feb. 14. 2000 6: 31 PM STEWART T; TLE GLIJW D
American Land Tide Association Commitme odined 3/78
6
COMMITMENT FOR TITLE INSURANCE ISSUED BY
STEWART TITLE
GUARANTY COMPANY
STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for
valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in
Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate
or interest covered hereby in the land described or referred to in Schedule A, upon payment of the
premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions
and Stipulations hereof_
This Commitment shall be effective only when the identity of the proposed Insured and the amount of
the policy or policies committed for have been inserted in Schedule A hereof by the Company, either
at the time of the issuance of this Commitment or by subsequent endorsement.
This Commitment is preliminary to the issuance of such policy or policies of title insurance and all
liability and obligations hereunder shall cease and terminate six months after the effective date hereof
or when the policy or policies committed for shall issue, whichever first occurs, provided that the
failure to issue such policy or policies is not the fault of the Company_
Signed under seal for the Company, but this Commitment shall not be valid or binding until it bears an
authorized Countersignature.
IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to
be hereunto affixed by its duly authorized officers on the date shown in Schedule A.
Chairman of the Boa
Counter
11,
STEWART TITLE
GUARANTY COMPANY
VZJ• E1• 4
01044 VA
tiZi" V.4
1900
Authorized Countersignature
STEWART TITLE OF GLENWOOD SPRINGS, INC.
P.O. Box 430
Glenwood Springs, Colorado 81601
(970) 945-5434
A ennID 06051A
Order No. 00030399
President
•
Feb. 14. 2000 6:31514 STFART TITLE GL11:,D
•
Order Number: 0 0 03 03 99
SCHEDULE A
1. Effective date: January 20, 2000 at 8:00 A.M.
2. Policy or Policies to be issued:
(a) A.L. IA. Owner's (Standard)
Proposed Insured:
R.A.M. CASTING, INC.
(b) A.L.T.A. Loan
Proposed Insured::
C. FRANKLIN RYDEN
(c) Leasehold
Proposed Insured:
(Standard)
•
5 5
Amount of Insurance
$
$
3. The estate or interest in the land described or referred to in this Commitment and covered herein is
fee simple
4. Title to the tee simple estate or interest in said land is at the effective date hereof vested in:
C. FRANKLIN RYDEN
5. The land referred to in this Commitment is described as follows:
SEE ATTACHED LEGAL DESCRIPTION
Purported Address:
4715 COUNTY ROAD 233
RIFLE, CO 81650
STATEMENT OF CHARGES
These charges are due and payable before a
Policy cart be issued.
1992 owners Premium
1992 Mortgage Premium
Tax Certificate
$1345.00
$ 50.00
$ 10.00
:30 o'clock A • M,January 24 .9.68 Book 391
Recorded at.... :
Reception No 239980 Chas . 8 . Ke egat� } Recorder. Page 503
THIS DEED, Made this 15th day of November
19 67 , between
JOHN LESLIE JEWELL and JANY A. JEWELL
of the County of Garfield , State of
Colorado, of the first part, and
MARVIN D. RYDEN and ANNA HELEN RYDEN
of the County of Garfield and State of
Colorado, of the second part:
WITNESSETH, That the sa;
Recorder's Stamp
STATE DOCUMENTARY FIE
JAN 22 1968
es of the ..as rt, for and in consideration of the sum of
Ten Dollars and other good i d valuable consideration,
to the said parties of the first part in hand paid by the said parties of the second part, the receipt
whereof is hereby confessed and acknowledged, ha ve remised, released, sold, conveyed and quit
claimed, and by these presents do remise, release, sell, convey and quit claim unto the said parties of
the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the
right, title, interest, claim and demand which the said partie sof the first part ha ve in and to the
following described lot or parcel of land situate, lying and being in the
County of Garfield and State of Colorado, to wit:
All that part of the SE%NW's of Section 34, Township 5 South, Range
92 West of the 6th P. M., situate South of the line fence as now
constructed and in use running East and West between the lands now
occupied and owned by Grantors and the lands now occupied and
owned by Grantees.
The Grantors reserve, for themselves, their heirs, executors,
administrators and assigns, all oil, gas and other minerals in
or under said lands.
TO IIAVE AND TO HOLD the same, together with all and singular the appurtenances and privi-
leges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest,
and claim whatsoever of the said part of the first part, either in law or equity, unto the said parties
of the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy.
IN WITNESS WHEREOF, The said part ieaf the first part hav
hands and seal S the day and year first above writtexQ /; l
hereunto set
their
Signed, Sealed and Delivered in the presence of I. i v14 ,A4- Ge- ..,e . „ [SEAL]
...orz i a. ,- [SEAL]
[SEAL]
STATE OP COLORADO,
County of Garfield
}SS.
The \fq:e.g 1pp'-j,nstrument was acknowledged before me this /2
191' :'.0,ty,',..11C iTjl LESLIE JEWELL and JANY A. JEWELL.
: N1y. eohiitnis iof expires
ti'Y1'){ ]rand and official seal.
/ %is
day of �r1 l/:rR7
Notary Public,
No. 962. QUIT CLAIM DEED. --'re Joint Tenants.— Bradford Publishing Co., 1824-45 Stout Street, Denver, Colorado
Feb. 14. 2000H F: 3IFM STEWART TITLE 1,LIJR No G E5
• SCHEDULE A •
Order Number: 00030399
LEGAL DESCRIPTION
The NE1/4SW1/4 and the SE1/45W1/4 of Section 34, Township 5 South, Range 92
West of the 6th P.M. (also known as Tracts 37, 38, 43, 44, 53, 54, 59 and 60 of
The Antlers Orchard Development Company's Plat No. 1)
LESS AND EXCEPT the parcel of land described in the deed recorded August 18,
1995 in Book 950 at Page 589 as Reception No. 482072.
COUNTY OF GARFIELD
STATE OF COLORADO
Feb, 14. 2000 6:32PM STEWAPT TITLE GLII','JOL
• SCHEDULE B
Section 1
Order Number: 00030399
7
REQUIREMENTS
The following are the requirements to be complied with:
Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or
interest to be insured.
Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for
record, to wit:
1. Execution of Affidavit as to Debts and Liens, which is attached or will be
provided at closing.
2. Deed from vested owner vesting fee simple title in purchaser.
3. Deed of Trust from the Borrower to the Public Trustee for the use of the
proposed lender to secure the loan.
NOTE: Effective September 1, 1997, CRS 30-1-406 requires that all documents
received for recording or filing in the Clerk and Recorder's office shall
contain a top margin of at least one inch and a left, right and bottom margin
of at least one-half inch. The Clerk and Recorder may refuse to record or file
any document that does not conform.
1 e b. 14. LSU ] 5: 32E14 Sr',"inl'l TITLE SLI11AiLb)ULER I1 1 h
Order Number: 00030399
Section 2 •
EXCEPTIONS
The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the
satisfaction of the Company:
1. Rights or claims of parties in possession, not shown by the public records.
2. Easements, or claims of easements, not shown by the public records_
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct
survey and inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law
and not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public
records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires
of record for value the estate or interest or mortgage thereon covered by this commitment.
Unpatented mining claims; reservations or exceptions in patents, or an act authorizing the issuance thereof;
water rights, claims or title to water.
7. Any and all unpaid taxes and assessments and any unredeemed tax sales.
8. The effect of inclusions in any general or specific water conservancy, fire
protection, soil conservation or other district or inclusion in any water
service or street improvement area.
9. Right of the proprietor of a vein or lode to extract and remove his ore
therefrom, should the same be found to penetrate or intersect the premises
hereby granted, as reserved in United States Patent recorded January 28, 1893
in Book 12 at Page 209 as Reception No. 15194.
10. Any and all easements, rights of way, plat notes, etc as shown on plat recorded
as Document No. 37488.
11. Right of way granted to the United States of America for the Silt Pump Canal in
instrument recorded October 26, 1967 in Book 389 at Page 304 as Reception No.
239320.
12. Terms and conditions as shown on the map of the 81k -Roan Plateau Pipe Line,
recorded May 20, 1968 as Reception No. 240913.
13. Terms and conditions contained in the instrument recorded March 25, 1964 in
Book 356 at Page 574 as Reception No. 224879.
14. Terms and conditions as shown on the map of the Silt Pump Canal, recorded
November 2, 1962 as Reception No. 219307.
Feb. 14. 2000 5 251.1 START TITLE GLI,IVICLD
DISCLOSURES
Pursuant to C.R.S. 10-11-122, notice is hereby given that:
•
11o. 5455:
ii
(A) THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT;
(B) A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SIIALL BE
OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S
AUTHORIZED AGENT;
(C) INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH
DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE
COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR.
Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title
entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title
entity conducts the closing and is responsible for recording or filing of legal documents resulting from the
transaction which was closed." Provided that Stewart Title of Glenwood Springs, Inc. conducts the closing of the
insured transaction and is responsible for recording the legal documents from the transaction, exception number 5
will not appear on the Owner's Title Policy and the Lender's Title Policy when issued.
Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception
No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the
following conditions:
A. The land described in Schedule A of this commitment must be a single family residence, which
includes a condominium or townhouse unit.
B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction
on the land described in Schedule A of this Commitment within the past 6 months.
C. The Company must receive an appropriate affidavit indemnifying the Company against unftled
mechanic's and materialmen's liens.
D. The company must receive payment of the appropriate premium.
E. If there has been construction, improvements or major repairs undertaken on the property to be
purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage
for unrecorded liens will include: disclosure of certain construction information; financial information
as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed
Indemnity agreements satisfactory to the company; and, any additional requirements as may be
necessary after an examination of the aforesaid information by the Company.
No coverage will be given under any circumstances for labor or material for which the insured has contracted for or
agreed to pay.
NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE
ANY OF THE COVERAGES REFERRED TO HEREIN UNLESS THE ABOVE CONDITIONS ARE
FULLY SATISFIED.
Order No. 00030399
Disclosures (YSDD) Rev. 10/99
Garfield County - Full Detail,
Subdivision:
Owner Name: COPELAND, LEE B
Mailing City: RIFLE
Mailing Zip: 81650
Assessed Value: $2,550
Property Address:
Mailing Address: 1500 COUNTY ROAD 259
Mailing State: CO
Actual Value: $15,460
Taxes: $147
Land Calculations
band Description
Land Description
Building Information
Improvement Type
FARM/RANCH
Heat Type
HT WTR RAD
Sub Area
2 STORY
1 STORY
TOTAL
Units Unit Type
15.0
Units Unit Type
25.0
Style
2 -STORY
Structural Frame
FLAT
Actual Area
1152
288
1440
Lot Information
Heated Area
2592
Square Feet
0
Square Feet
0
Exterior Wall 1
CAST/CONC
Baths
3.0
Acres
40
Acres
40
Exterior Wall 2 Roof Cover
RUBBER
Bedrooms Actual Year Built
3 1999
Legal
ECT,TWN,RNG:34-5-92 DESC: SWNE. BK:0999 PG:0531 BK:0964 PG:0356 BK:0713 PG:0584 BK:0705 PG:0842 13K:0
621 PG:0609 BK:0605 PG:0671 BK:0573 PG:0445 BK:1071 PG:0592 BK:I 156 PG:987 PRE:R210977
Tract Information
Sec-Twnshp-Rng
34-5-92
Sales Information
Book Page
001071 000592
Features
Feature
2 -CAR GARG
Feature
ENC PORCH
Feature
OPEN PORCH
Feature
PAT1O/CONC
Feature
FRAME SHED
Tract Description
SWNE.
Sale Date
06/05/1998
Sale Price
$130,000
Heat Fuel
GAS
Garfield County - Full Dela.
•
Schedule Number: 211040
Owner Name: WATSON, JAMES l IAROLD JR
Subdivision: ANTLERS ORCHARD FINAL, PL AMEN/ )
District Code: 021
Mailing Address: 0051 COUNTY ROAD 223
Mailing State: CO
Assessed Value:
Taxes: $0
Parcel Number: 2127-34-2-00-302
Property Address: 1810 COUNTY ROAD
Property Type: RESIDENIIAI,
District Name: SILT
Mailing City: RIFLE
Mailing Zip: 81650
Actual Value: $t)
Land Calculations
Land Description Units Unit Type
8.0
Lot Information
Square Feet
Acres
10
Legal
ECT,TWN,RNG:34-5-92 SUI3:ANTLERS ORCHARD FINAL, PL AMEND LOT:TR 28 BK:0964 PG:0356 BK:0713 PG:0594 BK:
0705 PG:0842 13K:0621 PC:0609 13K:0605 PG:0671 13K:057.3 PG:0445 OK:1066 PG:0403 13K:1074 PG:0205 I3K:I067
PG:0870 AK:I 119 PG:817 BK:0999 PG:0527 PRE:R21 1035
Tract Information
Sec-Twnshp-Rng Tract Description
34-5-92
Sales Information
Book
001119
Page Sale Date Sale Price
000817 03/17/1999 $73,000
4/24/2000 7:05 PM
Garfield County - Full Dela. S
Schedule Number: 211009
Owner Name: ERICKSON, WILLIAM H. & DIANA
Subdivision: ANTLERS ORCHARD FINAL PL AMEND
District Code: 021
Mailing Address: 524 COUNTY ROAD 259
Mailing State: (20
Assessed Value:
Taxes: $0
Parcel Number: 2127-34-2-00-279
Property Address:
Property Typc: RESIDENTIAL
District Name: SILT
Mailing City: RIFLE
mailing zip: x1650-9739
Actual Value: $0
Land Calculations
Land Description Units Unit Type Square Feet
9.0 0
Lot Information
Acres
20
Legal
ECT,TWN,RNG:34-5-92 DESC: EXCEPT PT OF TR 27 CONVEYED IN 13K 391, PG 503. SUI3:ANTLERS ORCIIARD FINAL, PI,
AMEND LOT:TR 22 & LOT:27 BK:0999 PG:0527 13K:0964 PG:0356 13K:0713 PG:0594 BK:0705 PG:0842 BK:0621 PG
:0609 BK:0605 PG:0671 BK:0573 PG:0445 13K:1039 PG:0596 PRE:R21(1975
Tract Information
Sec-Twnshp-Rng Tract Description
34-5-92
Sales Information
Book Page Sale Date
001039 000596 10/22/1997
EXCEPT PT OF TR 27 CONVEYED IN BK 391, PG 503.
Sale Price
$93,000
4/24/2000 7:05 PM
Schedule Number: 211004
Owner Name: CARDINALE, JOHN P. & JANICE M. (J.T.)
Subdivision:
District Code: 021
Mailing Address: 348 EAST VISTA DRIVE
Mailing Stale: CO
Assessed Value:
Taxes: $0
Parcel Number: 2127-34-3-00-272
Property Address:
Property Type: AGRICULTURAL
District Name: SILT
Mailing City: SIL
Mailing Zip: 81652
Actual Value: $0
Garfield County - Dela. •
Land Calculations
Land Description
Land Description
Lot Information
Units Unit Type
12.43
Units Unit Type
2.0
Square Feet
0
Square Feet
Acres
14.43
Acres
14.43
Legal
ECT,TWN,RNG:34-5-92 DESC: A "I'R IN '(IIE NWSW AKA LOT 1 HUNT FXEMI' ION. I3K:076R I'G:0876 13K:0768 l'G:0770
BK:0768 PG:0626 BK:1024 PG:0160 BK:1024 PG:0157 PRE:R210792 SPEC ASMI. SILT PROJECT - SPECIAI. SPEC
ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng Tract Description
34-5-92
Sales Information
Book Page
001024 000157
4/24/2000 6:55 PM
A TR IN TIIF NWSW AKA I,O1 1 HUNT EXEMPTION.
Sale Date Sale Price
06/27/1997 $99,000
Garfield ('o1nly - I'ull Dela.
Schi-dule Number: 211005
Owner Name: ENSTOSS. ALAN 0.
Subdivision:
District Code: 021
Mailing Address: PO BOX 9062
Mailing State: CO
Assessed Value:
'Taxes: $0
Parcel Number: 2127 -34 -3 -Ott -273
Property Address:
Property'Typc: AGRICULTURAL
District Name: SILT
Mailing City: ASPEN
Mailing Zip: 81612 9062
Actual Value: $0
Land Calculations
Land Description
Land Description
Lot Information
Units Unit Type Square Feet Acres
12.42 0 14.42
Units
2.0
Unit Type Square Feet Acres
0 14.42
Legal
ECT,TWN,RN(i:34-5-92 DESC: A TR IN THE NWSW CONT 14.42 AC. DESC: AKA LOT 2 lt[JNI' EXEMP'11ON. I3K:0768 PG
:0876 BK:0770 PO:0627 BK:0770 PG:0626 BK:1020 PG:0460 PRE:R210792 SPEC ASMT: SILT PROJECT - SPECIAL.
SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng
34-5-92
Sec-Twnshp-Rng
Sales Information
Tract Description
A TR IN THE NWSW CONT 14.42 AC.
Tract Description
AKA LOT 2 AUNT EXEMPTION.
Book
001020
Page
000460
4/24/2000 6:54 PM
Sale Date Sale Price
02/06/1997 $99,000
Garfield ('ounty - Full Dela.
•
Schedule Number: 211 006
Owner Name: EICIILER, ROGER A.
Subdivision:
District Code: 021
Mailing Address: 276 CNTY ROAD 259
Mailing Slate: CO
Assessed Value: $22,020
Taxes: $1.273
Parcel Number: 2127-34-3-00-274
Property Address: 276 CO. RI) 259
Property 'Type: RESIDENTIAL
District Name: SRI.
Mailing City: RIFLE,
Mailing Zip: 8I650
Actual Value: $226,060
Land Calculations
Land Description Units Unit Type Square Feet
8.8 0
Building Information
Improvement Type
SFR
Heat Type
FORCEI) AIR
Sub Area
1 STORY
"FOTAL
Style
MODULAR
Structural Frame
GABLE
Actual Area
1782
1782
Lot Information
Heated Area
1782
Exterior Wall 1
MASONITF
Baths Bedrooms
2.0 3
Acres
1-111
Exterior Wall 2
Roof Cover
COMP SIINGL
Actual Year Built
1997
Legal
ECT,TWN,RNG:34-5-92 DESC: A TR. W THE NWSW CONT. 14.43 AC. DESC: AKA LOT 3 HUNT EXEMPTION 13K:0770 P
6:0627 BK:0768 PG:0876 13K:0770 PG:0626 BK:1020 I'G:0468 PRE:12210792 SPEC ASMT: SILT PROJECT - SPECIAI,
SPEC ASMT: sll;r WATER PROJECT
Tract Information
Sec-Twnshp-Rng
34-5-92
Sec-Twnshp-Rng
Sales Information
Book Page
001020 000468
4/24/2000 6:54 PM
Tract Description
A TR. IN" THE NWSW CONT. 14.43 AC.
Tract Description
AKA LOT 3 HUNT EXEMPTION
Sale Date
02/06/1997
Sale Price
$95,000
Heat Fuel
GAS
1
Garfield County - Full Detail)
•
Schedule Number: 211007
Owner Name: BLIZARD, STEPHEN & VIVIAN FRANCO YIP
Subdivision: AN11J RS ORCHARD FINAI, 11, AMEND
District Code: 021
Mailing Address: 805 EAST C(X)PER
Mailing State: CO
Assessed Value:
Taxes: $0
Parcel Number: 2127-34-3-00-275
Property Address:
Property 'Type: A(1 RIC 11! 11 J R A L
District Name: Sll; r
Mailing City: ASPEN
Mailing Zip: 81611
Actual Value: $0
Land Calculations
Land Description Units Unit Type Square Feet
10.01 0
Lot Information
Acres
10 01
Legal
ECT,TWN,RNG:34-5-92 SUB:ANTLERS ORCHARD FINAL PL AMEND LOT:'IR 55 13K:0768 PG:0876 13K:0770 PO:0627 BK:
1020 PG:0463 BK:I020 PG:0471 13K:0770 PG:0626 13K:1089 PG:0359 PRE:R210792 SPEC ASM'l': SILT PROJECT - S
PECIAI, SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng Tract Description
34-5-92
4/24/2000 6:53 PM
Schedule Number: 211008
Owner Name: SPILLANE, STEVE A. & TINA N. (JT)
Subdivision: ANTLERS ORCI IARD FINA1. PI, AMENI)
District Code: 021
Mailing Address: 2819 WEST AVENIIE
Mailing Stale: CO
Assessed Value:
Taxes: $0
Parcel Number: 2127-34-3-00-276
Property Address: 4611 COUNTY ROAD 233
Property Type: RESIDEN IAI,
District Name: SILT
Mailing City: RIFLE
Mailing Zip: 81650
Actual Value: $0
Gat field County - Full Deta.
•
Land Calculations
I,and Description Units Unit Type Square Feel
R1 0
Lot Information
Acres
11.41
Legal
ECT,TWN,RNG:34-5-92 SUB:ANTLERS ORCHARD FINAL PL AMEND LOT:TR 58 BK:0768 PG:0876 I3K:0770 PG:0627 BK:
1020 PG:0463 BK:1020 PG:0471 13K:0770 PG:0626 I3K:1099 PG:0686 13K:1099 P(i:0684 PRE:R210792 SPEC ASMT:
SILT PROJECT - SPECIAL SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng Tract Description
34-5-92
Sales Information
Book
001099
Page
000684
4/24/2000 6:53 PM
Sale Date
11/20/1998
Sale Price
$86,000
1
Garfield County - Full Detail.
•
Sdiedule Number: 210420
Owner Name: WILKS, CECIL R., JR. & LINDA SUE.
Subdivision:
District Code: 021
Mailing Address: 2856 IRON HILLS WAY
Mailing State: CA
Assessed Value: $12.550
Taxes: $725
Parcel Number: 2127-34-4-00-141
Property Address: 5181 233 COUNTY
Property Type: AGRICULTURAL
District Name: SILT
Mailing City: RIVERSIDE
Mailing Zip: 92506-3307
Actual Value: $112,910
Land Calculations
Land Description
Land Description
Land Description
Building Information
Improvement Type
FARM/RANCH
Units
1.51
Units
14.0
Units
61.0
Style
1 -STORY
Heat Type Structural Frame
FORCED AIR GABLE
Sub Area
1 STORY
1 STORY W/ BASEMENT
BASEMENT UNFINISHED
TOTAL
Lot Information
Unit Type
Unit Type
Unit Type
Actual Area
1137
320
320
1777
Square Feet
Square Feet
0
Square Feet
0
Exterior Wall 1
VINYL
Baths
1.5
Heated Arra
1457
Acres
76.51
Acres
76.51
Acres
76.51
Exterior Wall 2
Bedrooms
3
Roof Cover
PREFAB MET
Actual Year Built
1904
Legal
ECT,TWN,RNG:34-5-92 DESC: NWSE, SWSE(36.51AC) BK:0392 PG:0133 BK:0548 PG:0515 BK:0628 PG:0972 BK:062
8 PG:0974 BK:0851 PG:0867 BK:0952 PG:0913 *CECIL LYNN 1/6, EDWARD JACOB2/6
Tract Information
Sec-Twnshp-Rng
34-5-92
Features
Tract Description
NWSE, SWSE(36.5IAC)
Heat Fuel
GAS
Feature
FRAME SHED
Feature
POLE SHED
Feature
BARN (LOW)
Feature
POLE SHED
Feature
POLE SHED
4/20/2000 12:48 PM
Garfield County - Full Detail. •
Feature
FRAME SHED
4/20/2000 12:48 PM
Garfield County - Full Detail.
•
Sdicdule Number: 210922
Owner Name: DEMPSEY, MARK A. & CYNTHIA A. (J.T.)
Subdivision:
District Code: 021
Mailing Address: 4951 COUNTY ROAD 233
Mailing State: CO
Assessed Value: $13,390
'faxes: $774
Parcel Number: 2127-34-3-00-233
Property Address: 4951 233
Property Type: SINGLE FAMILY
District Name: slur
Mailing City: RIFLE
Mailing Zip: 81650-8747
Actual Value: $137,500
Land Calculations
Land Description
Building Information
Improvement Type
SFR
Heat Type
WALL&FLOOR
Units Unit Type
5.0
Square Feet
0
Style Exterior Wall 1
1 1/2 STRY WOOD LAP
Structural Frame Baths
GABLE, 1.0
Sub Area
1 1/2 STORY
1 1/2 STORY W/ BASEMENT
BASEMENT UNFINISHED
I.,OW QUALITY FINISH BASEMENT
HALF STORY, FINISHED
TOTAI,
Lot Information
Actual Area
312
312
312
312
312
1560
Acres
0.62
Exterior Wall 2 Roof Cover
COMPSHNGL
Bedrooms Actual Year Built
3 1935
Heated Arra
1248
Legal
ECT,TWN,RNG:34-5-92 DESC: ATR IN SESESESW. BK:0950 PG:0591 BK:0764 PG:0061 BK:0763 PG:0169 BK:0751
PG:0257 BK:0492 PG:0864 BK:0258 PG:0500 BK:0950 PG:0589 BK:1060 PG:0293 PRE:R210218 SPEC ASMT: SILT
PROJECT - SPECIAL SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng
34-5-92
Features
Tract Description
A TR IN SESESESW.
Heat Fuel
GAS
Feature
ENC PORCH
Feature
2 -CAR GARG
4/20/2000 12:42 PM
1
Garfield County - Full Detail)
Sdiedule Number: 210447
Owner Name: MCDAID, JOHN W. & GAIL
Subdivision:
District Code: 021
Mailing Address: 4964 COUNTY ROAD 233
Mailing State: CO
Assessed Value: $24.030
Taxes: $L389
Parcel Number: 2179-06-1-00-182
Property Address: 4962 233
Property Type: AGRICULTURAL
RAL
District Name: SILT
Mailing City: RIFLE
Mailing Zip: 81650-8745
Actual Value: $222,780
land Calculations
Land Description Units
30.85
Land Description Units
18.55
Building Information
Improvement Type Style
FARM/RANCH 1-STRY/BSM
Heat Fuel Heat Type
GAS HOT WATER
Sub Area
GARAGE, FINISHED, ATTACHED
1 STORY
PORCH, OPEN, FINISHED
1 STORY W/ BASEMENT
PORCH, OPEN, FINISHED
WOOD DECK .BALCONY.
BASEMENT, FINISILED
BASEMENT UNFINISHED
TOTAL
Lot Information
Unit Type
Unit Type
Square Feet
0
Square Feet
0
Exterior Wall 1
BRICK YEN
Structural Frame
GABLE
Actual Area
528
1548
72
936
208
208
936
936
5372
Heated Arca
3420
Baths
2.2
Acres
49.4
Acres
49.4
Exterior Wall 2
Bed rooms
4
Roof Cover
CEDAR SHAK
Actual Year Built
1978
Legal
ECT,TWN,RNG:6-6-92 DESC: LOT 1(53.0AC) EXCEPT TR CONT. 3.6AC BK:0493 PG:0257 BK:0500 P(3:0238 BK:0605
PG:0330 SPEC ASMT: SILT PROJECT - SPECIAL SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng Tract Description
6-6-92 LOT 1(53.0AC) EXCEPT TR CONT. 3.6AC
Features
Feature
OPEN PORCH
Feature
SWIM POOL
Feature
F/P-GOOD
Feature
BALCONY
4/20/2000 12:58 PM
1
ammik Ili.., ti_uw1r., -- a uu verau
Feature
2 -CAR GARG
Feature
FRAME SHED
Feature
POLE SHED
Feature
POLE SHED
Feature
FRAME SHED
4/20/2000 12:58 PM
Garfield County - ['ull 1)etail�
Schedule Number: 210456
Owner Name: RYDEN, FRANKLIN
Subdivision:
District Code: 021
Mailing Address: 4860 COUNTY ROAD 233
Mailing State: CO
Assessed Value: $9,140
'faxes: $528
Parcel Number: 2179-06-1-00-064
Property Address: 4860 233 COUNTY
Property Type: AGRICULTURAL
District. Name: SILT
Mailing City: RIFLE
Mailing Zip: 81650-8745
Actual Value: $65,110
Land Calculations
Land Description Units
35.0
Land Description
Building Information
Units
18.2
Unit Type
Unit Type
Improvement Type
FARM/RANCH
Heat Type
FORCED AIR
Sub Area
1 STORY
TOTAL
Style
1 -STORY
Structural Frame
GABLE
Actual Area
1040
1040
Lot Information
Heated Area
1040
Square Feet
0
Square Feet
Exterior Wall 1
AVERAGE
Baths
1.0
Acres
53.2
Acres
53.2
Exterior Wall 2
Bed rooms
2
Roof Cover
COMP SHNGL
Actual Year Built
1920
Heat Fuel
GAS
Legal
ECT,TWN,RNG:6-6-92 DESC: LOT 2 BK:0362 PG:0306 BK:0795 PG:0710 BK:0795 PG:0711 SPEC ASMT: SILT PROJE
CT - SPECIAL SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng
6-6-92
Features
Feature
FRAME SHED
Feature
FRAME SHED
Feature
FRAME SHED
Feature
FRAME SHED
Feature
FRAME SHED
Tract Description
1.01 2
4/20/2000 12:41 PM 1
Garfield County - Full Detail.
•
Sdiedule Number: 210923
Owner Name: RYDEN, C. FRANKLIN
Subdivision:
District Code: 021
Mailing Address: 4860 COUNTY ROAD 233
Mailing State: CO
Assessed Value: $8,490
Taxes: $490
Pared Number: 2127-34-3-00-232
Property Address: 4715 233
Property Type: AGRICULTURAL
District Name: SILT
Mailing City: RIFLE
Mailing Zip: 81650-8745
Actual Value: $56,180
1,and Calculations
Land Description Units
47.94
Land Description
Land Description
Building Information
Improvement Type
FARM/RANCH
Heat Type
WALL&FLOOR
Unit Type
Units Unit Type
Units Unit Type
16.08
15.36
Style
1 -STORY
Structural Frame
GABLE
Sub Am
PORCH, ENCLOSED, FINISHED
I STORY
TOTAL
Lot Information
Actual Area
81
816
897
Square Feet
Square Feet
Square Feet
Acres
79.38
Acres
79.38
Acres
79.38
Exterior Wall 1 Exterior Wall 2
BELOW AVG
Baths Bedrooms
1.0 2
Heated Area
816
Roof Cover
COMP SHNGL
Actual Year Built
1928
Heat Fuel
GAS
Legal
ECT,TWN,RNG:34-5-92 DESC: E2SW EXCEPT A TR IN THE SE COR DESC IN 950/589. BK:0950 PG:0589 BK:0950 PG
:0591 BK:0795 PG:0071 BK:0795 PG:0711 BK:0491 PG:0703 BK:0207 PG:0048 BK:0491 PG:0702 PRF,:R210455 SP
EC ASMT: SILT PROJECT - SPECIAL SPEC ASMT: SILT WATER PROJECT
Tract Information
Sec-Twnshp-Rng
34-5-92
Features
Tract Description
E2SW EXCEPT A TR IN THE SE COR DESC 1N 950/589.
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POLE SHED
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GRAIN BIN
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U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
CLASSIFICATION OF THE SOILS
Soils capabalities
PAGE 1 OF 1
03/31/00
(The classification report does not include recent amendments to soil taxonomy for cation exchange activity,
particle size modifier, and dual mineralogy for strongly contrasting classes. For more detailed information
contact your local USDA Natural Resources Conservation Service field office or state office.
Soil name
Family or higher taxonomic class
Arvada IUSTOLLIC NATRARGIDS, FINE, MONTMORILLONITIC, MESIC
Camborthids, Steep ICAMBORTHIDS
Heldt IUSTERTIC CAMBORTHIDS, FINE, MONTMORILLONITIC, MESIC
Ildefonso IUSTOLLIC CALCIORTHIDS, LOAMY -SKELETAL, MIXED, MESIC
Kim IUSTIC TORRIORTHENTS, FINE -LOAMY, MIXED (CALCAREOUS), MESIC
Olney IUSTOLLIC HAPLARGIDS, FINE -LOAMY, MIXED, MESIC
Potts IUSTOLLIC HAPLARGIDS, FINE -LOAMY, MIXED, MESIC
Torriorthents, Steep ITORRIORTHENTS
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
WATER FEATURES
Soils capabalities
PAGE 1 OF 3
03/31/00
Flooding High water table and ponding
Map symbol IHydro-I
Water I I Maximum
and soil name (logic I Frequency Duration Months table I Kind of I Months Ponding ponding
group I I depth (water tabled duration depth
3:
Arvada • 'None
30:
Heldt • INone
34:
Ildefonso B INone
41:
Kim • INone
51:
Olney • 'None
54:
Potts • INone
55:
Potts B INone
Ft
>6.0
>6.0
>6.0
>6.0
>6.0
>6.0
>6.0
66:
Torriorthents,
Steep D 'None --- --- >6.0
Camborthids,
Steep D (None
>6.0
Rock Outcrop,
Steep D (None
>6.0
50:
Olney
B INone
>6.0
Ft
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
WATER FEATURES
Endnote-- WATER FEATURES
This report gives estimates of various soil water features. The estimates are used
engineering considerations.
PAGE 2 OF 3
03/31/00
in land use planning that involves
Hydrologic soil groups are used to estimate runoff from precipitation. Soils not protected by vegetation are
assigned to one of four groups. They are grouped according to the infiltration of water when the soils are thoroughly
wet and receive precipitation from long -duration storms. The four hydrologic soil groups are:
Group " A". Soils having a high infiltration rate (low
runoff potential) when thoroughly wet. These consist mainly
of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water
transmission.
Group "B". Soils having a moderate infiltration rate when
thoroughly wet. These consist chiefly of moderately deep or
deep, moderately well drained or well drained soils that
have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group "C". Soils having a slow infiltration rate when
thoroughly wet. These consist chiefly of soils having a
layer that impedes the downward movement of water or soils
of moderately fine texture or fine texture. These soils
have a slow rate of water transmission.
Group "D". Soils having a very slow infiltration rate (high
runoff potential) when thoroughly wet. These consist
chiefly of clays that have a high shrink -swell potential,
soils that have a permanent high water table, soils that
have a claypan or clay layer at or near the surface, and
soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to two hydrologic groups in this report, the first letter is for drained areas and the second
is for undrained areas. Flooding, the temporary inundation of an area, is caused by overflowing streams, by runoff from
adjacent slopes, or by tides. Water standing for short periods after rainfall or snowmelt is not considered
flooding, nor is water in swamps and marshes. This report gives the frequency and duration of flooding and
the time of year when flooding is most likely. Frequency, duration, and probable dates of occurrence are estimated.
Frequency is expressed as "None", "Rare", "Occasional", and "Frequent". "None" means that flooding is not probable;
"Rare" that it is unlikely but possible under unusual weather conditions; "Occasional" that it occurs, on the
average, once or less in 2 years; and "Frequent" that it occurs, on the average, more than once in 2 years.
Duration is expressed as "Very brief" if less than 2 days, "Brief" if 2 to 7 days, "Long" if 7 to 30 days, and "Very
long" if more than 30 days. The information is based on evidence in the soil profile, namely thin strata of gravel,
sand, silt, or clay deposited by floodwater; irregular decrease in organic matter content with increasing depth;
and absence of distinctive horizons that form in soils that are not subject to flooding. Also considered are local
information about the extent and levels of flooding and the relation of each soil on the landscape to historic floods
•
U.S. DEPARTMENT OF AGRICULTURE PAGE 3 OF 3
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
• •
WATER FEATURES
Endnote -- WATER FEATURES --Continued
Information on the extent of flooding based on soil data is less specific than that provided by detailed engineering
surveys that delineate flood -prone areas at specific flood frequency levels.
High water table (seasonal) is the highest level of a saturated zone in the soil in most years. The depth to a
seasonal high water table applies to undrained soils. The estimates are based mainly on the evidence of a saturated
zone, namely grayish colors or mottles in the soil. Indicated in this report are the depth to the seasonal high
water table; the kind of water table, that is, "Apparent", "Artesian", or "Perched"; and the months of the year that
the water table commonly is high. A water table that is seasonally high for less than 1 month is not indicated in
this report.
An "Apparent" water table is a thick zone of free water in the soil. It is indicated by the level at which water
stands in an uncased borehole after adequate time is allowed for adjustment in the surrounding soil.
An "Artesian" water table exists under a hydrostatic beneath an impermeable layer. When the impermeable layer has been
penetrated by a cased borehole, the water rises. The final level of the water in the cased borehole is characterized as
an artesian water table.
A "Perched" water table is water standing above an unsaturated zone. In places an upper, or "Perched", water
table is separated from a lower one by a dry zone. Only saturated zones within a depth of about 6 feet are
indicated.
Ponding is standing water in a closed depression. The water is removed only by deep percolation, transpiration,
evaporation, or a combination of these processes.
This report gives the depth and duration of ponding and the time of year when ponding is most likely. Depth, duration,
and probable dates of occurrence are estimated.
Depth is expressed as the depth of ponded water in feet above the soil surface. Duration is expressed as "Very
brief" if less than 2 days, "Brief" if 2 to 7 days, "Long" if 7 to 30 days, and "Very long" if more than 30 days. The
information is based on the relation of each soil on the landscape to historic ponding and on local information about
the extent and levels of ponding.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES
Soils capabalities
PAGE 1 OF 3
03/31/00
(Only the soils that support rangeland vegetation suitable for grazing are listed. Ppt means precipitation)
Map symbol
and soil name
Range site
3:
Arvada
SALT FLATS
1 Total production
Characteristic vegetation 1Compo-
'Kind of year I Dry Isition
(weight 1
'Lb/acre l 1 Pct
Favorable 900 'Western wheatgrass 10
Normal 650 'Inland saltgrass 10
(Unfavorable 500 Alkali sacaton 10
IWinterfat 5
jGardner saltbush 5
IGreasewood 5
IBottlebrush squirreltail 5
30:
Heldt CLAYEY FOOTHILLS Favorable 1,200 (Western wheatgrass 45
1Normal 900 (Basin big sagebrush 15
Unfavorable 600 IWinterfat 5
(Prairie junegrass 5
(Green needlegrass - 5
ISandberg bluegrass 5
1Bottlebrush squirreltail 5
41:
Kim ROLLING LOAM Favorable 1,000 1Bluebunch wheatgrass 15
Normal 800 IIndian ricegrass 15
(Unfavorable 500 Basin big sagebrush 10
IMuttongrass 10
Prairie junegrass 10
Western wheatgrass 10
1Needleandthread--- 5
(Small douglas rabbitbrush 5
51:
Olney ROLLING LOAM (Favorable 1,000 Western wheatgrass 20
(Normal 800 IBluebunch wheatgrass 15
(Unfavorable 500 (Basin big sagebrush 15
1Needleandthread 10
(Indian ricegrass 10
IRabbitbrush-------------.--_-.. 5
U.S. DEPARTMENT OF AGRICULTURE PAGE 2 OF 3
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
RANGELAND PRODUCTIVITY AND CHARACTERISTIC PLANT COMMUNITIES—Continued
Soils capabalities
Map symbol
and soil name
Range site
54:
Potts
55:
ROLLING LOAM
1 Total production
(Kind of year Dry
weight
'Lb/acre
Characteristic vegetation
Compo-
sition
Pct
Favorable 1,000 Western wheatgrass 25
Normal 800 1Needleandthread 15
Unfavorable 500 Basin big sagebrush 10
Indian ricegrass 10
IBluebunch wheatgrass----- 10
'Low rabbitbrush 5
IBottlebrush squirreltail 5
Potts ROLLING LOAM (Favorable 1,000 'Western wheatgrass 25
Normal 800 1Needleandthread 15
(Unfavorable 500 Basin big sagebrush 10
Indian ricegrass-- 10
IBluebunch wheatgrass 10
'Low rabbitbrush 5
!Bottlebrush squirreltail 5
50:
Olney
ROLLING LOAM Favorable 1,000 'Western wheatgrass 20
Normal 800 IBluebunch wheatgrass 15
Unfavorable 500 (Basin big sagebrush 15
INeedleandthread 10
Indian ricegrass 10
1Rabbitbrush--- 5
U.S. DEPARTMENT OF AGRICULTURE • •
PAGE 3 OF 3
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
Endnote -- RANGELAND PRODUCTIVITY AND CHRACTERISTIC PLANT COMMUNITIES
In areas that have similar climate and topography, differences in the kind and amount of vegetation produced on
rangeland are closely related to the kind of soil. Effective management is based on the relationship between
the soils and vegetation and water. This report shows, for each soil, the range site; the total annual
production of vegetation in favorable, normal, and unfavorable years; the characteristic vegetation; and the
average percentage of each species. Only those soils that are used as rangeland or are suited to use as
rangeland are listed. An explanation of the column headings in this report follows.
RANGE SITE is a distinctive kind of rangeland that produces a characteristic natural plant community that
differs from natural plant communities on other range sites in kind, amount and proportion of range plants.
The relationship betweeen soils and vegetation was ascertained during this survey; thus, range sites generally
can be determined directly from the soil map. Soil properties that affect moisture supply and plant nutrients
have the greatest influence on the productivity of range plants. Soil reaction, salt content, and a seasonal
high water table are also important.
TOTAL PRODUCTION is the amount of vegetation that can be expected to grow annually on well managed rangeland
that is supporting the potential natural plant community. It includes all vegetation, whether or not it is
palatable to grazing animals. It includes the current year's growth of leaves, twigs, and fruits of woody
plants. It does not include the increase in stem diameter of trees and shrubs.
It is expressed in pounds per acre of air-dry vegetation for favorable, normal, and unfavorable years. In a
favorable year, the amount and distribution of precipitation and the temperatures make growing conditions
substantially better than average. In a normal year, growing conditions are about average. In an unfavorable
year, growing conditions are well below average, generally because of low available soil moisture. Dry weight
is the total annual yield per acre of air-dry vegetation. Yields are adjusted to a common percent of air-dry
moisture content. The relationship of green weight to air-dry weight varies according to such factors as
exposure, amount of shade, recent rains, and unseasonable dry periods.
CHARACTERISTIC VEGETATION The grasses, forbs, and shrubs that make up most of the potential natural plant
community on each soil is listed by common name.
Under COMPOSITION the expected percentage of the total annual production is given for each species making up
the characteristic vegetation. The amount that can be used as forage depends on the kinds of grazing animals
and on the grazing season.
Range management requires a knowledge of the kinds of soil and of the potential natural plant community. It
also requires an evaluation of the present range condition. Range condition is determined by comparing the
present plant community with the potential natural plant community on a particular range site. The more
closely the existing community resembles the potential community, the better the range condition. Range
condition is an ecological rating only. The objective in range management is to control grazing so that the
plants growing on a site are about the same in kind and amount as the potential natural plant community for
that site. Such management generally results in the optimum production of vegetation, control of undesirable
brush species, conservation of water, and control of erosion. Sometimes, however, a range condition somewhat
below the potential meets grazing needs, provides wildlife habitat, and protects soil and water resources.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
WILDLIFE HABITAT
Soils capabalities
PAGE 1 OF 4
03/31/00
Potential for habitat elements I Potential as habitat for--
(
Map symbol Grain I I Wild I 1 1 1I Open- I Wood- I I Range -
and soil name and (Grasses) herba-I Hard- Conif-IShrubslWetlandJShallowl land I land (Wetland) land
seed I and ceousl wood erousl (plants I water I wild- wild- I wild- I wild -
crops 'legumes l plants) trees plantsl I 1 areas I life ( life 1 life I life
I I I i 1 I 1 1 I 1 I
I I I 1 I I I
3: I I I I I I I
Arvada---- (VERY IVERY (POOR _.._
(VERY POOR IVERY IVERY IVERY IVERY
POOR I POOR I I POOR ( 1 POOR I POOR 1 POOR
( POOR
I I
I I 1 1 1 I
30: I 1 I 1 I I 1 1 1
Heldt (POOR IFAIR (POOR ___
IPOOR VERY IVERY IPOOR --- (VERY (POOR
I 1I POOR I POOR I I POOR I
( I I 1 I 1 I 1 I
34: I 1 ( i I 1 I 1
Ildefonso VERY IVERY (FAIR --- --- IFAIR (VERY IVERY IPOOR --- (VERY IFAIR
POOR I POOR ( POOR I POOR
( POOR I
1 I I 1 1 I I
41: ( 1 ( I 1 i 1
Kim (FAIR IFAIRFAIR ___
I (FAIR POOR (VERY (FAIR IVERY (FAIR
I ( I POOR I I POOR 1
1 I I I 1 I I I
51: I 1 I I I I 1 1 I
Olney (POOR IFAIR (FAIR
(FAIR (POOR IVERY (FAIR IVERY (FAIR
1 I I I POOR I 1 POOR I
1 I I I 1 1 1 I
54: I 1 I I I 1 1 I I
Potts POOR IPOOR (FAIR ---
IFAIR (VERY IVERY IPOOR --- (VERY (FAIR
1 I ( POOR I POOR I I POOR I
I I I I I 1 1 I
55: I I I I I 1 1 1 I
Potts (POOR IPOOR (FAIR --- (FAIR (VERY IVERY (POOR IVERY IFAIR
1 POOR 1 POOR I I POOR I
I I I I I I I
66: ( I ( I 1 I I I I
Torriorthents, I 1 ( I I I 1 1 I I
Steep (POOR IVERY (FAIR (POOR (POOR (VERY (POORVERY
( POOR ( I I POOR I IFAIR
I I POOR I
I I I I 1 1 I I
Camborthids, I I I I I I I I I
Steep---- IPOOR IVERY IFAIR ( --.. IFAIRPOOR POOR
I I IVERY (POOR (POOR (POOR (POOR
I I POOR ( I I I I I POOR I I I
I II I I I I I I I
Rock Outcrop, I I I I I I I I I I I I
Steep IVERY IVERY IVERY IVERY (VERY IVERY IVERY IVERY IVERY IVERY IVERY (VERY
I POOR I POOR I POOR I POOR I POOR I POOR I POOR I POOR I POOR I POOR I POOR I POOR
( 1 I 1 I 1 I I I 1 1 I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
WILDLIFE HABITAT --Continued
Soils capabalities
PAGE 2 OF 4
03/31/00
Potential for habitat elements Potential as habitat for --
Map symbol Grain I 1 Wild I 1 1I Open- Wood- I I Range -
and soil name and 'Grasses' herba-I Hard- Conif-IShrubslWetlandIShallowland land 'Wetland l land
seed I and I ceousl wood erousl (plants I water wild- wild- I wild- wild -
crops (legumes' plants' trees plants) 1 I areas life I life I life life
1 I 1 1 1 I I 1
1 1 1 1 I I I 1
50: I 1 1 I 1 1 I I 1
Olney---IPOOR 1FAIR IFAIR 1 IFAIR IPOOR (VERY (FAIR IVERY (FAIR
1 1 1 1 1 I I POOR 1 I POOR I
I 1 I I 1 I 1 I 1 I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Endnote -- WILDLIFE HABITAT
• •
WILDLIFE HABITAT
PAGE 3 OF 4
03/31/00
Soils affect the kind and amount of vegetation that is available to wildlife as food and cover. They also affect
the construction of water impoundments. The kind and abundance of wildlife depend largely on the amount and
distribution of food, cover, and water. Wildlife habitat can be created or improved by planting appropriate
vegetation, by maintaining the existing plant cover, or by promoting the natural establishment of desirable plants.
In this report the soils are rated according to their potential for providing habitat for various kinds of
wildlife. This information can be used in planning parks, wildlife refuges, nature study areas, and other developments
for wildlife; in selecting soils that are suitable for establishing, improving, or maintaining specific elements of
wildlife habitat; and in determining the intensity of management needed for each element of the habitat. The
potential of the soil is rated "Good," "Fair," "Poor," or "Very poor." A rating of "Good" indicates that the element
or kind of habitat is easily established, improved, or maintained. Few or no limitations affect management, and
satisfactory results can be expected. A rating of "Fair" indicates that the element or kind of habitat can be
established, improved, or maintained in most places. Moderately intensive management is required for satisfactory
results. A rating of "Poor" indicates that limitations are severe for the designated element or kind of habitat.
Habitat can be created, improved, or maintained in most places, but management is difficult and must be intensive.
A rating of "Very poor" indicates that restrictions for the element or kind of habitat are very severe and that
unsatisfactory results can be expected. Creating, improving, or maintaining habitat is impractical or
impossible. The elements of wildlife habitat are described in the following paragraphs.
GRAIN AND SEED CROPS are domestic grains and seed -producing herbaceous plants. Soil properties and features that affect
the growth of grain and seed crops are depth of the root zone, texture of the surface layer, available water
capacity, wetness, slope, surface stoniness, and flood hazard. Soil temperature and soil moisture are also
considerations. Examples of grain and seed crops are corn, wheat, oats, and barley.
GRASSES AND LEGUMES are domestic perennial grasses and herbaceous legumes. Soil properties and features that
affect the growth of grasses and legumes are depth of the root zone, texture of the surface layer, available water
capacity, wetness, surface stoniness, flood hazard, and slope. Soil temperature and soil moisture are also
considerations. Examples of grasses and legumes are fescue, lovegrass, bromegrass, clover, and alfalfa.
WILD HERBACEOUS PLANTS are native or naturally established grasses and forbs, including weeds. Soil properties and
features that affect the growth of these plants are depth of the root zone, texture of the surface layer, available water
capacity, wetness, surface stoniness, and flood hazard. Soil temperature and soil moisture are also considerations.
Examples of wild herbaceous plants are bluestem, goldenrod, beggarweed, wheatgrass, and grama.
HARDWOOD TREES and woody understory produce nuts or other fruit, buds, catkins, twigs, bark, and foliage. Soil
properties and features that affect the growth of hardwood trees and shrubs are depth of the root zone, available water
capacity, and wetness. Examples of these plants are oak, poplar, cherry, sweetgum, apple, hawthorn, dogwood, hickory,
blackberry, and blueberry. Examples of fruit -producing shrubs that are suitable for planting on soils rated
are Russian -olive, autumn -olive, and crabapple.
CONIFEROUS PLANTS furnish browse and seeds. Soil properties and features that affect the growth of coniferous trees,
shrubs, and ground cover are depth of the root zone, available water capacity, and wetness. Examples of
coniferous plants are pine, spruce, fir, cedar, and juniper.
SHRUBS are bushy woody plants that produce fruit, buds, twigs, bark, and foliage. Soil properties and features that
affect the growth of shrubs are depth of the root zone, available water capacity, salinity, and soil moisture.
Examples of shrubs are mountainmahogany, bitterbrush, snowberry, and big sagebrush.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Endnote -- WILDLIFE HABITAT --Continued
• •
WILDLIFE HABITAT
PAGE 4 OF 4
03/31/00
WETLAND PLANTS are annual and perennial wild herbaceous plants that grow on moist or wet sites. Submerged or
floating aquatic plants are excluded. Soil properties and features affecting wetland plants are texture of the surface
layer, wetness, reaction, salinity, slope, and surface stoniness. Examples of wetland plants are smartweed, wild
millet, wildrice, saltgrass, cordgrass, rushes, sedges, and reeds.
SHALLOW WATER AREAS have an average depth of less than 5 feet. Some are naturally wet areas. Others are created by
dams, levees, or other water -control structures. Soil properties and features affecting shallow water areas are
depth to bedrock, wetness, surface stoniness, slope, and permeability. Examples of shallow water areas are marshes,
waterfowl feeding areas, and ponds. The habitat for various kinds of wildlife is described in the following paragraphs.
HABITAT FOR OPENLAND WILDLIFE consists of cropland, pasture, meadows, and areas that are overgrown with grasses, herbs,
shrubs, and vines. These areas produce grain and seed crops, grasses and legumes, and wild herbaceous plants.
Wildlife attracted to these areas include bobwhite quail, pheasant, meadowlark, field sparrow, cottontail, and red
fox.
HABITAT FOR WOODLAND WILDLIFE consists of areas of deciduous plants or coniferous plants or both and associated grasses,
legumes, and wild herbaceous plants. Wildlife attracted to these areas include wild turkey, ruffed grouse, woodcock,
thrushes, woodpeckers, squirrels, gray fox, raccoon, deer, and bear.
HABITAT FOR WETLAND WILDLIFE consists of open, marshy or swampy shallow water areas. Some of the wildlife attracted
to such areas are ducks, geese, herons, shore birds, muskrat, mink, and beaver.
HABITAT FOR RANGELAND WILDLIFE consists of areas of shrubs and wild herbaceous plants. Wildlife attracted to rangeland
include antelope, deer, sage grouse, meadowlark, and lark bunting.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
• •
PAGE 1 OF 3
CHEMICAL PROPERTIES OF THE SOILS
Soils capabalities
1 1 1 1 1 1
Map symbol 1 Depth Clay 1 Cation- 1 Soil 1 Calcium 1 Gypsum 'Salinity' Sodium
and soil name 'exchange 'reaction Icarbonatel 'adsorption
'capacity 1 1 ratio
In Pct 'meq/100g pH Pct Pct lmmhos/cm1
3: 1 1
Arvada 0-3 15-27110.0-25.01 7.9-9.0 5-10 0-4 0-10
1 3-17 35-40120.0-35.01 8.5-11.01 5-10 0-1 0-4 10-30
17-60 30-40115.0-30.01 7.9-9.0 5-10 0-2 4-16 10-30
1 1
30: 1 1
Heldt 1 0-8 27-34115.0-30.01 7.4-7.8 0-5 --- 0-2 1-5
1 8-21 30-40120.0-35.01 7.9-8.4 5-10 0-2 1-5
21-60 40-55120.0-45.01 7.9-8.4 5-10 0-5 0-2 1-5
1 1
34:
Ildefonso 0-8 15-251 5.0-20.01 7.4-8.4 5-15 --- 0-2
8-60 15-251 5.0-15.01 7.9-8.4 15-35 --- 0-4
41: 1 1
Kim 1 0-17 15-251 5.0-15.01 7.4-8.4 5-15
17-60 15-251 5.0-15.01 7.9-8.4 5-15
I 1
51: 1 1
Olney 1 0-12 18-24110.0-20.01 6.6-7.8
12-33 22-26110.0-20.01 7.4-8.4 1-10
1 33-43 18-221 5.0-15.01 7.9-8.4 10-15 --- 0-2
1 43-60 16-221 5.0-15.01 7.9-8.4 10-15 --- 0-2
1 1
54: 11 I
Potts 1 0-4 10-201 5.0-15.01 7.4-7.8 0-2
1 4-28 27-34110.0-20.01 7.4-7.8 0-5
1 28-60 15-251 5.0-15.01 7.9-9.0 5-15 --- 0-2
55:
Potts 0-4 10-201 5.0-15.01 7.4-7.8 0-2
1 4-28 27-34110.0-20.01 7.4-7.8 0-5
1 28-60 15-251 5.0-15.01 7.9-9.0 5-15 --- 0-2
66: 1 1
Torriorthents, 1 1
Steep 1 0-4 --- 1 --- 1 6.1-8.4 0-5 -- 0-2
1 4-30 5-351 5.0-20.01 6.1-8.4 0-5 --- 0-2
30-34 --- 1
U.S. DEPARTMENT OF AGRICULTURE FAGS 2 OEC 3
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
•
CHEMICAL PROPERTIES OF THE SOILS --Continued
Soils capabalities
1 1 I 1 1 I
Map symbol I Depth I Clay I Cation- 1 Soil I Calcium I Gypsum 'Salinity' Sodium
and soil name I I 'exchange (reaction 'carbonate' 1 ladsorption
I 1 (capacity 1 1 1 1 1 ratio
I I I I I 1 1 I
1 In 1 Pct (meq/10og 1 pH I pct I Pct Immhos/cml
I 1 1 1 1 1 1 I
66 (con.): 1 1 1 1 1 1 I I
Camborthids, I I I I I 1 I I
Steep 1 0-4 1 15-301 5.0-20.01 6.1-8.4 I 5-10 10-2 1 0-2 1
14-30 1 20-351 5.0-20.01 6.1-8.4 1 5-10 1 0-2 1 0-2 1 ---
130-34 1 --- 1 1 I I I I
1 I 1 I I I 1 I
Rock Outcrop, 1 1 1 1 1 1 1 1
Steep 1 0-60 I--- I --- 1 --- I --- I-- 1 --- 1
I I I I I I I 1
50: I I I I I I I I
Olney 10-12 1 18-24110.0-20.01 6.6-7.8 1 1 ___ 1 1
I
12-33 1 22-26110.0-20.01 7.4-8.4 I 1-10 1 -- I 1
1 33-43 1 18-221 5.0-15.01 7.9-8.4 I 10-15 I -- 1 0-2 I
143-60 1 16-221 5.0-15.01 7.9-8.4 1 10-15 I--- 1 0-2 1
I I I 1 I I 1 1
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
•
CHEMICAL PROPERTIES OF THE SOILS
Endnote CHEMICAL PROPERTIES OF THE SOILS
•
PAGE 3 OF 3
03/31/00
This report shows estimates of some characteristics and features that affect soil behavior.
These estimates are given for the major layers of each soil in the survey area. The estimates
are based on field observations and on test data for these and similar soils.
CLAY as a soil separate consists of mineral soil particles that are less than 0.002
millimeter in diameter. In this report, the estimated clay content of each major soil layer
is given as a percentage, by weight, of the soil material that is less than 2 millimeters in
diameter. The amount and kind of clay greatly affect the fertility and physical condition of
the soil. They determine the ability of the soil to adsorb cations and to retain moisture.
They influence shrink -swell potential, permeability, and plasticity, the ease of soil
dispersion, and other soil properties. The amount and kind of clay in a soil also affect
tillage and earthmoving operations.
CATION EXCHANGE CAPACITY (CEC) is the total amount of cations held in a soil in such
a way that they can be removed only by exchanging with another cation in the natural soil
solution. CEC is a measure of the ability of a soil to retain cations, some of which are
plant nutrients. Soils with low CEC hold few cations and may require more frequent
applications of fertilizers than soils with high CEC. Soils with high CEC have the potential
to retain cations, thus reducing the possibility of pollution of ground water.
SOIL REACTION is a measure of acidity or alkalinity and is expressed as a range in pH
values. The range in pH of each major horizon is based on many field tests. For many soils,
values have been verified by laboratory analyses. Soil reaction is important in selecting
crops and other plants, in evaluating soil amendments for fertility and stabilization, and
in determining the risk of corrosion.
CALCIUM CARBONATE is the percentage by weight of calcium carbonate in the fine -earth
material, less than 2 millimeters in size.
GYPSUM is the percentage by weight of hydrated calcium sulfates 20 millimeters or
smaller in size, in the soil.
SALINITY is a measure of soluble salts in the soil at saturation. It is expressed
as the electrical conductivity of the saturation extract, in millimhos per centimeter
at 25 degrees C. Estimates are based on field and laboratory measurements at representative
sites of nonirrigated soils.
The salinity of irrigated soils is affected by the quality of the irrigation water
and by the frequency of water application. Hence, the salinity of soils in individual fields
can differ greatly from the value given in the report. Salinity affects the suitability of
a soil for crop production, the stability of soil if used as construction material, and
the potential of the soil to corrode metal and concrete.
SODIUM ADSORPTION RATIO (SAR) expresses the relative activity of sodium ions in
exchange reactions in the soil. SAR is a measure of the amount of sodium relative to
calcium and magnesium in the water extract from saturated soil paste.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
PHYSICAL PROPERTIES OF SOILS
Soils capabalities
PAGE 1 OF 5
03/31/00
(Entries under "Erosion factors --T" apply to the entire profile. Entries under "Wind erodibility group" and
"Wind erodability index" apply only to the surface layer)
1 1 1 I I 'Erosion factorslWind 'Wind
Map symbol Depth I Clay 1 Moist 1 Permea- 'Available' Shrink- 'Organic' lerodi-lerodi-
and soil name 1 1 bulk 1 bility 1 water 1 swell 1 matter' Ibilitylbility
1 density I Icapacity 'potential' ' K Kf T 'group 'index
1 1 I I I I I
In I Pct 1 g/cc 1 In/hr 1 In/in I Pct '
1 I 1 1 1
3. 1 1 I
Arvada 0-3 15-2711.25-1.401 0.60-6.00 10.13-0.16ILow 10.5-1.01 0.371 0.371 2 4L 86
3-17 1 35-4011.15-1.301 0.06-0.20 10.15-0.18IHigh 10.5-1.01 0.321 0.321
17-60 1 30-4011.15-1.301 0.06-0.20 10.10-0.13IHigh 10.0-0.51 0.371 0.371
1 1 1 1 1 1 1 1
30: I 1 ' I 1 1 1 1
Heldt 0-8 1 27-3411.25-1.401 0.20-0.60 10.17-0.20IModerate 10.5-2.01 0.241 0.241 5 4L 1 86
8-21 1 30-4011.25-1.401 0.06-0.60 10.17-0.201Moderate 10.5-1.01 0.241 0.241
21-60 140-5511.15-1.301 0.06-0.20 10.14-0.171High 10.0-0.51 0.171 0.171
1 1 1 1 1 1 1 1
34: 1 I 1 1 1 1 i 1 I
Ildefonso 0-8 15-2511.25-1.401 0.60-6.00 10.10-0.131Low 11.0-2.01 0.151 0.281 5 4L 86
8-60 1 15-2511.25-1.401 0.60-6.00 10.07-0.09ILow 10.5-1.01 0.151 0.371
1 1 1 1 1 1 I
41: 1 1 1 1 1 1 1 I
Kim 0-17 115-2511.25-1.401 0.60-6.00 10.14-0.171Low 10.5-1.01 0.371 0.371 5 4L 86
17-60 1 15-2511.25-1.401 0.60-6.00 10.14-0.17ILow 10.5-1.01 0.371 0.371
I 1 1 I 1 1 I
51: I 1 1 1 1 1 1 I
Olney 0-12 118-2411.25-1.401 0.60-2.00 10.15-0.18ILow 11.0-2.01 0.281 0.281 5 6 48
12-33 122-2611.25-1.401 0.60-2.00 10.14-0.171Low 10.5-1.01 0.201 0.201
33-43 118-2211.25-1.501 0.60-2.00 10.07-0.13ILow 10.5-1.01 0.151 0.241
43-60 116-2211.25-1.501 0.60-6.00 10.05-0.09ILow 10.0-0.51 0.101 0.281
1 1 1 1 1 1 1 1
54: 1 1 1 1 1 1 1 1 I
Potts 0-4 ' 10-2011.25-1.401 0.60-6.00 10.14-0.171Low 11.0-2.01 0.281 0.281 5 4L 86
4-28 127-3411.25-1.401 0.20-0.60 10.17-0.20lModerate 10.5-1.01 0.241 0.241
28-60 1 15-2511.25-1.401 0.60-6.00 10.14-0.17ILow 10.0-0.51 0.431 0.431
1 1 1 1 1 1 1 I
55: I 1 1 1 1 1 1 1
Potts 0-4 110-2011.25-1.401 0.60-6.00 10.14-0.171Low 11.0-2.01 0.281 0.281 5 4L 86
4-28 1 27-3411.25-1.401 0.20-0.60 10.17-0.201Moderate 10.5-1.01 0.241 0.241
28-60 115-2511.25-1.401 0.60-6.00 10.14-0.17ILow 10.0-0.51 0.431 0.431
1 1 1 1 1 1 1 1
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
PHYSICAL PROPERTIES OF SOILS -Continued
Soils capabalities
PAGE 2 OF 5
03/31/00
1 1 1 lErosion factors1Wind (Wind
Map symbol Depth Clay Moist Permea- Available' Shrink- lOrganicl lerodi-lerodi-
and soil name bulk bility 1 water 1 swell matter) Ibilitylbility
density 1caPacity )potential) K Kf T group index
In Pct g/cc In/hr In/in 1 Pct
1
66:
Torriorthents,1
�
Steep 0-4 1 10.5-1.01
4-30 5-351.30-1.50 0.60-2.00 10.10-0.181Low 10.0-0.51 0.32 0.32
30-34 0.00-0.20 1 1
1 1
Camborthids,
Steep 0-4 15 3011.20 1.301 0.20-6.00 10.06-0.101Low 10.5-1.01 0.151 0.281 2 8
4-30 20-3511.40-1.50 0.60-2.00 10.12-0.161Moderate 10.0-0.51 0.281 0.281
30-34 --- --- 1 0.00-0.20
Rock Outcrop,
Steep 0-60
50:
Olney
8
0-12 18-241.25-1.401 0.60-2.00 0.15-0.181Low 11.0-2.01 0.281 0.281 5 1 6 48
12-33 22-261.25-1.401 0.60-2.00 10.14-0.171Low 10.5-1.01 0.201 0.201
33-43 18-2211.25-1.50 0.60-2.00 10.07-0.131Low 10.5-1.01 0.151 0.241
43-60 16-2211.25-1.50 0.60-6.00 10.05-0.091Low 10.0-0.51 0.101 0.28
1 1 I 1 1 1 1 1
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
PHYSICAL PROPERTIES OF SOILS
Endnote -- PHYSICAL PROPERTIES OF SOILS
PAGE 3 OF 5
03/31/00
This report shows estimates of some characteristics and features that affect soil behavior. These estimates
are given for the major layers of each soil in the survey area. The estimates are based on field observations
and on test data for these and similar soils.
CLAY as a soil separate consists of mineral soil particles that are less than 0.002 millimeter in diameter.
In this report, the estimated clay content of each major soil layer is given as a percentage, by weight, of the
soil material that is less than 2 millimeters in diameter. The amount and kind of clay greatly affect the
fertility and physical condition of the soil. They determine the ability of the soil to adsorb cations and
to retain moisture. They influence shrink -swell potential, permeability, plasticity, the ease of soil
dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and
earthmoving operations.
MOIST BULK DENSITY is the weight of soil (ovendry) per unit volume. Volume is measured when the soil is
at field moisture capacity, the moisture content at 1/3 bar moisture tension. Weight is determined after
drying the soil at 105 degrees C. In this report, the estimated moist bulk density of each major soil
horizon is expressed in grams per cubic centimeter of soil material that is less than 2 millimeters in
diameter. Bulk density data are used to compute shrink -swell potential, available water capacity, total
pore space, and other soil properties. The moist bulk density of a soil indicates the pore space available for
water and roots. A bulk density of more than 1.6 can restrict water storage and root penetration. Moist
bulk density is influenced by texture, kind of clay, content of organic matter, and soil structure.
PERMEABILITY refers to the ability of a soil to transmit water or air. The estimates indicate the
rate of downward movement of water when the soil is saturated. They are based on soil characteristics
observed in the field, particularly structure, porosity, and texture. Permeability is considered in
the design of soil drainage systems, septic tank absorption fields, and construction where the rate of
water movement under saturated conditions affects behavior.
AVAILABLE WATER CAPACITY refers to the quantity of water that the soil is capable of storing for use by
plants. The capacity for water storage is given in inches of water per inch of soil for each major soil layer.
The capacity varies, depending on soil properties that affect the retention of water and the depth of the root
zone. The most important properties are the content of organic matter, soil texture, bulk density, and soil
structure. Available water capacity is an important factor in the choice of plants or crops to be grown and in
the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of
water actually available to plants at any given time.
SHRINK -SWELL POTENTIAL is the potential for volume change in a soil with a loss or gain of moisture. Volume
change occurs mainly because of the interaction of clay minerals with water and varies with the amount and type
of clay minerals in the soil. The size of the load on the soil and the magnitude of the change in soil moisture
content influence the amount of swelling of soils in place. Laboratory measurements of swelling of undisturbed
clods were made for many soils. For others, swelling was estimated on the basis of the kind and amount of
clay minerals in the soil and on measurements of similar soils. If the shrink -swell potential is rated moderate
to very high, shrinking and swelling can cause damage to buildings, roads, and other structures. Special design
is often needed. Shrink -swell potential classes are based on the change in length of an unconfined clod as
moisture content is increased from air-dry to field capacity. The change is based on the soil fraction less
than 2 millimeters in diameter. The classes are "Low," a change of less than 3 percent; "Moderate," 3 to 6
percent; and "High," more than 6 percent. "Very high," greater than 9 percent, is sometimes used.
U.S. DEPARTMENT OF AGRICULTURE.
NATURAL RESOURCES CONSERVATION SERVICE
PHYSICAL PROPERTIES OF SOILS
Endnote-- PHYSICAL PROPERTIES OF SOILS --Continued
PAGE 4 OF 5
03/31/00
ORGANIC MATTER is the plant and animal residue in the soil at various stages of decomposition. In report J,
the estimated content of organic matter is expressed as a percentage, by weight, of the soil material that is
less than 2 millimeters in diameter. The content of organic matter in a soil can be maintained or increased by
returning crop residue to the soil. Organic matter affects the available water capacity, infiltration rate, and
tilth. It is a source of nitrogen and other nutrients for crops.
EROSION FACTOR K indicates the susceptibility of the whole soil (including rocks and rock fragments) to
sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE)
to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The
estimates are based primarily on percentage of silt, sand, and organic matter (up to 4 percent) and on soil
structure and permeability. Values of K range from 0.05 to 0.69. The higher the value, the more susceptible
the soil is to sheet and rill erosion by water.
EROSION FACTOR Kf is like EROSION FACTOR K but it is for the fine -earth fraction of the soil. Rocks and
rock fragments are not considered.
EROSION FACTOR T is an estimate of the maximum average annual rate of soil erosion by wind or water that can
occur without affecting crop productivity over a sustained period. The rate is in tons per acre per year.
WIND ERODIBILITY GROUPS are made up of soils that have similar properties affecting their resistance to wind
erosion in cultivated areas. The groups indicate the susceptibility of soil to wind erosion. Soils are grouped
according to the following distinctions:
1. Coarse sands, sands, fine sands, and very fine sands.
These soils are generally not suitable for crops. They are
extremely erodible, and vegetation is difficult to
establish.
2. Loamy coarse sands, loamy sands, loamy fine sands, loamy
very fine sands, and sapric soil material. These soils are
very highly erodible. Crops can be grown if intensive
measures to control wind erosion are used.
3. Coarse sandy loams, sandy loams, fine sandy loams, and
very fine sandy loams. These soils are highly erodible.
Crops can be grown if intensive measures to control wind
erosion are used.
4L. Calcareous loams, silt loams, clay loams, and silty clay
loams. These soils are erodible. Crops can be grown if
intensive measures to control wind erosion are used.
4. Clays, silty clays, noncalcareous clay loams, and silty
clay loams that are more than 35 percent clay. These soils
are moderately erodible. Crops can be grown if measures to
control wind erosion are used.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
PHYSICAL PROPERTIES OF SOILS
Endnote PHYSICAL PROPERTIES OF SOILS --Continued
5. Noncalcareous loams and silt loams that are less than 20
percent clay and sandy clay loams, sandy clays, and hemic
soil material. These soils are slightly erodible. Crops
can be grown if measures to control wind erosion are used.
6. Noncalcareous loams and silt loams that are more than 20
percent clay and noncalcareous clay loams that are less than
35 percent clay. These soils are very slightly erodible.
Crops can be grown if ordinary measures to control wind
erosion are used.
7. Silts, noncalcareous silty clay loams that are less than
35 percent clay, and fibric soil material. These soils are
very slightly erodible. Crops can be grown if ordinary
measures to control wind erosion are used.
8. Soils that are not subject to wind erosion because of
coarse fragments on the surface or because of surface
wetness.
PAGE 5 OF 5
03/31/00
The WIND ERODIBILITY INDEX is used in the wind erosion equation (WEQ). The index number indicates the
amount of soil lost in tons per acre per year. The range of wind erodibility index numbers is 0 to 300.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
SOIL FEATURES
Soils capabalities
PAGE 1 OF 2
03/31/00
Bedrock Cemented pan I Subsidence
I Risk of corrosion
I Potential I
Map symbol I 1 I frost actions Uncoated I
and soil name Depth 'Hardness l Depth Kind Initiall Total I I steel I Concrete
In In I In I In I �
3:
Arvada
>60
ILow (High ILow
30: I I I
Heldt I >60 --- --- --- ILow 'Moderate
ILow
34: I I I
Ildefonso I >60 --- --- -- ILow Moderate ILow
I I �
41: 1 I
Kim' >60 --- -- --
ILow 'Moderate ILow
51: I I I
Olney >60
--- ILow 'Moderate ILow
54: I I I
Potts ' >60 'Low High 'High
55: I I
Potts ' >60 ILow 'High 'High
66: I I I
Torriorthents,
Steep ' 4-30 Hard
--- ILow IHigh 'Low
Camborthids,
Steep ' 15-60 Hard --- -- --- ILow (High ILow
Rock Outcrop, ' I
Steep Soft None
50:
Olney ' >60 ILow (Moderate Low
I � I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Endnote -- SOIL FEATURES
• •
SOIL FEATURES
PAGE 2 OF 2
03/31/00
This report gives estimates of various soil features. The estimates are used in land use planning that involves
engineering considerations.
Depth to bedrock is given if bedrock is within a depth of 5 feet. The depth is based on many soil borings and on
observations during soil mapping. The rock is either "Soft" or "Hard". If the rock is "Soft" or fractured, excavations
can be made with trenching machines, backhoes, or small rippers. If the rock is "Hard" or massive, blasting or
special equipment generally is needed for excavation.
Cemented pans are cemented or indurated subsurface layers within a depth of 5 feet. Such pans cause difficulty in
excavation. Pans are classified as "Thin" or "Thick". A "Thin" pan is less than 3 inches thick if continuously
indurated or less than 18 inches thick if discontinuous or. fractured. Excavations can be made by trenching machines,
backhoes, or small rippers. A "Thick" pan is more than 3 inches thick if continuously indurated or more than 18
inches thick if discontinuous or fractured. Such a pan is so thick or massive that blasting or special equipment is
needed in excavation.
Subsidence is the settlement of organic soils or of saturated mineral soils of very low density. Subsidence
results from either desiccation and shrinkage or oxidation of organic material, or both, following drainage.
Subsidence takes place gradually, usually over a period of several years. This report shows the expected initial
subsidence, which usually is a result of drainage, and total subsidence, which usually is a result of oxidation. Not
shown in the report is subsidence caused by an imposed surface load or by the withdrawal of ground water throughout
an extensive area as a result of lowering the water table.
Potential frost action is the likelihood of upward or lateral expansion of the soil caused by the formation of
segregated ice lenses (frost heave) and the subsequent collapse of the soil and loss of strength on thawing. Frost
action occurs when moisture moves into the freezing zone of the soil. Temperature, texture, density, permeability,
content of organic matter, and depth to the water table are the most important factors considered in evaluating the
potential for frost action. It is assumed that the soil is not insulated by vegetation or snow and is not artificially
drained. Silty and highly structured clayey soils that have a high water table in winter are the most susceptible to
frost action. Well drained, very gravelly, or very sandy soils are the least susceptible. Frost heave and low soil
strength during thawing cause damage mainly to pavements and other rigid structures.
Risk of corrosion pertains to potential soil -induced electrochemical or chemical action that dissolves or weakens
uncoated steel or concrete. The rate of corrosion of uncoated steel is related to such factors as soil moisture,
particle -size distribution, acidity, and electrical conductivity of the soil. The rate of corrosion of concrete
is based mainly on the sulfate and sodium content, texture, moisture content, and acidity of the soil. Special
site examination and design may be needed if the combination of factors creates a severe corrosion environment. The steel
installations that intersect soil boundaries or soil layers is more susceptible to corrosion than steel in
installations that are entirely within one kind of soil or within one soil layer. For uncoated steel, the risk of
corrosion, expressed as "Low", "Moderate", or "High", is based on soil drainage class, total acidity, electrical
resistivity near field capacity, and electrical conductivity of the saturation extract,
For concrete, the risk of corrosion is also expressed as "Low", "Moderate", or "High". It is based on soil texture,
acidity, and amount of sulfates in the saturation extract.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
• •
BUILDING SITE DEVELOPMENT
Soils capabalities
PAGE 1 OF 3
03/31/00
(The information in this report indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
Map symbol I Shallow I Dwellings 1 Dwellings 1 Small ' Local roads I Lawns and
and soil name ' excavations I without I with I commercial I and streets I landscaping
I I basements I basements 1 buildings
I 1 1 1 I I
I I I I I I
3: I I I I
Arvada 'Slight 'Severe: 'Severe: 'Severe: 'Severe: 'Severe:
I I shrink -swell I shrink -swell I shrink -swell I shrink -swell, 1 excess sodium
I I I
1 low strength 1
I I I I I I
30: I I I I I I
Heldt 'Moderate: 'Severe: 'Severe: 'Severe: 'Severe: 'Moderate:
I too clayey, I shrink -swell I shrink -swell I shrink -swell, I shrink -swell, I slope
1 slope I I 1 slope I low strength I
I I I I I I
34: I I I '
Ildefonso 'Severe: 'Severe: 'Severe: Severe:
'Severe: 'Severe:
1 slope I slope ' slope ' slope I slope ' slope
I I I I '
41: I I I I I I
Kim 'Moderate: 'Moderate: 'Moderate: 'Severe: Moderate:
'Moderate:
' slope 1 slope 1 slope I slope I slope 1 slope
I I I I I I
51: I I I I
Olney 'Moderate: 'Moderate: 'Moderate: 'Severe: 'Moderate: 'Moderate:
1 slope I slope 1 slope I slope I slope I slope
P
I I I I I
54:
Potts- 'Slight 'Moderate: 'Slight 'Moderate: 'Severe: 'Slight
I I shrink -swell ' 1 shrink -swell 1 low strength I
I I I I I I
55: I I I
Potts 'Slight
'Moderate: 'Slight (Moderate: 'Severe: 'Slight
I ' shrink -swell I 1 shrink -swell, I low strength I
I I I I slope I I
I I I I I I
66: I 1 I I I I
Torriorthents, 1 I I
Steep--- ISevere: ISevere: 'Severe: ISevere: 'Severe: ISevere:
1 depth to rock,' slope, 1 depth to rock,' slope, 1 depth to rock,' slope,
I slope I depth to rock I slope 1 depth to rock 1 slope 1 depth to rock 1
I I I I I I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
BUILDING SITE DEVELOPMENT --Continued
Soils capabalities
PAGE 2 OF 3
03/31/00
I
Map symbol ' Shallow I Dwellings Dwellings 9 1 Small 1 Local roads 1 Lawns and
and soil name I excavations 1 without I with I commercial I and streets ' landscaping
I 1 basements I basements ' buildings
I
I I I
66 (con.): I I I I I
Camborthids, I I 1 I I I
Steep 'Severe: 'Severe: 'Severe: 'Severe: (Severe: 'Severe:
1 depth to rock,' slope, I depth to rock,' slope, 1 depth to rock,1 large stones,
I slope I depth to rock I slope I depth to rock I slope I slope,
I I 1 I I 1 depth to rock
I I I I I I
Rock Outcrop, 1 I I I I I
Steep 'Severe: 'Severe:Severe:
I (Severe: 'Severe: 'Severe:
I depth to rock,' slope 1 depth to rock,' slope 1 slope 1 droughty,
1 slope I ' slope
1 slope,
I I I I I 1 depth to rock
I I I I I
50: 1 I I I I I
Olney 'Slight 'Slight 'Slight 'Moderate: 'Slight 'Slight
I I I I slope I I
I I I I I I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Endnote BUILDING SITE DEVELOPMENT
• •
BUILDING SITE DEVELOPMENT
PAGE 3 OF 3
03/31/00
This report shows the degree and kind of soil limitations that affect shallow excavations, dwellings with and without
basements, small commercial buildings, local roads and streets, and lawns and landscaping. The limitations are
"Slight", "Moderate", or "Severe". The limitations are considered "Slight" if soil properties and site features are
generally favorable for the indicated use and limitaions are minor and easily overcome; "Moderate" if soil properties
or site features are not favorable for the indicated use and special planning, design, or maintenance is needed to
overcome or minimize the limitations; and "Severe" if soil properties or site features are so unfavorable or so
difficult to overcome that special design, significant increases in construction costs, and possibly increased
maintenance are required. Special feasibility studies may be required where the soil limitations are severe.
SHALLOW EXCAVATIONS are trenches or holes dug to a maximum depth of 5 or 6 feet for basements, graves, utility lines,
open ditches, and other purposes. The ratings are based on soil properties, site features, and observed performance of
the soils. The ease of digging, filling, and compacting is affected by the depth to bedrock, a cemented pan, or a very
firm dense layer; stone content; soil texture; and slope. The time of the year that excavations can be made is
affected by the depth to a seasonal high water table and the susceptibility of the soil to flooding. The resistance of
the excavation walls or bands to sloughing or caving is affected by soil texture and the depth to the water table.
DWELLINGS AND SMALL COMMERCIAL BUILDINGS are structures built on shallow foundations on undisturbed soil. The load
limit is the same as that for single-family dwellings no higher than three stories. Ratings are made for small
commercial buildings without basements, for dwellings with basements, and for dwellings without basements. The ratings
are based on soil properties, site features, and observed performance of the soils. A high water table, depth to bedrock
or to a cemented pan, large stones, slope, and flooding affect the ease of excavation and construction. Landscaping
and grading that require cuts and fills of more than 5 or 6 feet are not considered.
LOCAL ROADS AND STREETS have an all-weather surface and carry automobile and light truck traffic all year. They
have a subgrade of cut or fill soil material, a base of gravel, crushed rock, or stabilized soil material, and a
flexible or rigid surface. Cuts and fills are generally properties, site features, and observed performance of the
soils. Depth to bedrock or to a cemented pan, a high water table, flooding, .large stones, and slope affect the ease of
excavating and grading. Soil strength (as inferred from the engineering classification of the soil), shrink -swell
potential, frost action potential, and depth to a high water table affect the traffic -supporting capacity.
LAWNS AND LANDSCAPING require soils on which turf and ornamental trees and shrubs can be established and
maintained. The ratings are based on soil properties, site features, and observed performance of the soils. Soil
reaction, a high water table, depth to bedrock or to a cemented pan, the available water capacity in the upper 40
inches, and the content of salts, sodium, and sulfidic materials affect plant growth. Flooding, wetness, slope,
stoniness, and the amount of sand, clay, or organic matter in the surface layer affect trafficability after vegetation
is established.
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
SANITARY FACILITIES
Soils capabalities
PAGE 1 OF 4
03/31/00
(The information in this report indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
I I 1 I
Map symbol 1 Septic tank I Sewage lagoon I Trench
Area I Daily cover
and soil name I absorption ' areas I sanitary I sanitary I for landfill
Ifield1 landfill 1 landfill
Is
1
I 1 11
3: 1 1 1
I
1
ht
Arvada 'Severe: 'Moderate: 'Slight 'Slight 'Good
I percs slowly I slope
I
1 I 1 I I
30: 1I 1 I I I
Heldt 'Severe: (Severe: 'Moderate: 'Moderate: 'Poor:
I percs slowly I slope I slope I slope I hard to pack
I I 1 1 I
34: 1
Ildefonso 'Severe:Severe:
I 'Severe: 'Severe: 'Poor:
I slope I seepage, 1 slope, I slope P ' small stones,
I slope, I large stones 1 1 slope
1 I large stones I I I
I I 1 I I
41: I
Kim 'Moderate: 'Severe: 'Moderate: 'Moderate: 'Fair:
I percs slowly, I seepage, I slope I slope I slope
1 slope I slope 11
I
1
I I I
51: I
Olney (Moderate: 'Severe: 'Moderate: 'Moderate: 'Fair:
I percs slowly, I seepage, I slope I slope I slope
I slope I slope I 1 I
I I I
54: I 1 I
Potts ISevere: ISevere: ISlight ISlight 'Good
I percs slowly I seepage
1 I I
I 1 I
55: 1
1
I I I
Potts ISevere: ISevere: ISlight ISlight 'Good
I percs slowly I seepage 11
I
I
I I I
66: I
1
1
I I
Torriorthents, I I 1 I I
Steep ISevere: ISevere: ISevere: ISevere: IPoor:
I depth to rock, I depth to rock, I depth to rock, I slope I depth to rock,
I slope I slope I slope
I I small stones,
I II
I slope
I 1
1 I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
SANITARY FACILITIES --Continued
Soils capabalities
PAGE 2 OF 4
03/31/00
Map symbol 1 Septic tank I Sewage lagoon I Trench
I Area I Daily cover
and soil name ' absorption Iareas
I sanitary I sanitary 1 for landfill
I fields I landfill
landfill
I I 1I
66 (con.): I I I I I
Camborthids, 1I I
Steep Severe: 'Severe: 'Severe: 'Severe: 'Poor:
1 depth to rock, 1 depth to rock, 1 depth to rock, 1 slope 1 depth to rock,
1 slope I slope 1 slope I I slope
I I I I I
Rock Outcrop, I I I
I I
Steep ISevere:Severe:
I 'Severe: 'Severe: IPoor:
I depth to rock, 1 depth to rock, 1 depth to rock, 1 depth to rock, 1 depth to rock,
Slope P 1 slope I slope ' slope I slope
I I I I I
50: I I I 1 I
Olney 'Moderate:Severe:
I 'Slight 'Slight Good
1 percs slowly I seepage I I
1 I
I I I
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Endnote SANITARY FACILITIES
• •
SANITARY FACILITIES
PAGE 3 OF 4
03/31/00
This report shows the degree and kind of soil limitations that affect septic tank absorption fields, sewage lagoons,
and sanitary landfills. The limitations are considered "Slight" if soil properties and site features generally are
favorable for the indicated use and limitations are minor and easily overcome; "Moderate" if soil properties or site
features are not favorable for the indicated use and special planning, design, or maintenance is needed to overcome or
minimize the limitations; and "Severe" if soil properties or site features are so unfavorable or so difficult to overcome
that special design, significant increases in construction costs, and possibly increased maintenance are required.
This report also shows the suitability of the soils for use as daily cover for landfills. A rating of "Good" indicates
that soil properties and site features are favorable for the use and good performance and low maintenance can be
expected; "Fair" indicates that soil properties and site features are moderately favorable for the use and one or
more soil properties or site features make the soil less desirable than the soils rated "Good"; and "Poor" indicates
that one or more soil properties or site features are unfavorable for the use and overcoming the unfavorable
properties requires special design, extra maintenance, or costly alteration.
SEPTIC TANK ABSORPTION FIELDS are areas in which effluent from a septic tank is distributed into the soil through
subsurface tiles or perforated pipe. Only that part of the soil between depths of 24 to 72 inches is evaluated. The
ratings are base on soil properties, site features, and observed performance of the soils. Permeability, a high
water table, depth to bedrock or to a cemented pan, and flooding affect absorption of the effluent. Large stones
and bedrock or a cemented pan interfere with installation. Unsatisfactory performance of septic tank absorption fields,
including excessively slow absorption of effluent, surfacing of effluent, and hillside seepage, can affect public health.
Groundwater can be polluted if highly permeable sand and gravel or fractured bedrock is less than 4 feet below the
base of the absorption field, if slope is excessive, or if the water table is near the surface. There must be
unsaturated soil material beneath the absorption field to filter the effluent effectively. Many local ordinances
require that this material be of a certain thickness.
SEWAGE LAGOONS are shallow ponds constructed to hold sewage while aerobic bacteria decompose the solid and liquid
wastes. Lagoons should have a nearly level floor surrounded by cut slopes or embankments of compacted soil. Lagoons
generally are designed to hold the sewage within a depth of 2 to 5 feet. Nearly impervious soil material for the lagoon
floor and sides is required to minimize seepage and contamination of ground water. This report gives ratings for
the natural soil that makes up the lagoon floor. The surface layer and, generally, 1 or 2 feet of soil material
below the surface layer are excavated to provide material for the embankments. The ratings are based on soil
properties, site features, and observed performance of the soils. Considered in the ratings are slope, permeability, a
high water table, depth to bedrock or to a cemented pan, flooding, large stones, and content of organic matter.
Excessive seepage due to rapid permeability of the soil or a water table that is high enough to raise the level of sewage
in the lagoon causes a lagoon to function unsatisfactorily. Pollution results if seepage is excessive or if floodwater
overtops the lagoon. A high content of organic matter is detrimental to proper functioning of the lagoon because it
inhibits aerobic activity. Slope, bedrock, and cemented pans can cause construction problems, and large stones can
hinder compaction of the lagoon floor.
SANITARY LANDFILLS are areas where solid waste is disposed of by burying it in soil. There are two types of landfill,
trench and area. In a trench landfill, the waste is placed in a trench. It is spread, compacted, and covered daily
with a thin layer of soil excavated at the site. In an area landfill, the waste is placed in successive layers on the
surface of the soil. The waste is spread, compacted, and covered daily with a thin layer of soil form a source away
from the site. Both types of landfill must be able to bear heavy vehicular traffic. Both types involve a risk of
groundwater pollution. Ease of excavation and revegetation need to be considered. The ratings in this report are based
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
• •
SANITARY FACILITIES
Endnote SANITARY FACILITIES --Continued
PAGE 4 OF 4
03/31/00
on soil properties, site features, and observed performance of the soils. Permeability, depth to bedrock or to a
cemented pan, a high water table, slope, and flooding affect both types of landfill. Texture, stones and boulders,
highly organic layers, soil reaction, and content of salts and sodium affect trench type landfills. Unless otherwise
stated, the ratings apply only to that part of the soil within a depth of about 6 feet. For deeper trenches, a
limitation rate "Slight" or "Moderate" may not be valid. Onsite investigation is needed.
DAILY COVER FOR LANDFILL is the soil material that is used to cover compacted solid waste in an area type sanitary
landfill. The soil material is obtained offsite, transported to the landfill, and spread over the waste.
Soil texture, wetness, coarse fragments, and slope affect the ease of removing and spreading the material during wet
and dry periods. Loamy or silty soils that are free of large stones or excess gravel are the best cover for a
landfill. Clayey soils may be sticky or cloddy and are difficult to spread; sandy soils are subject to soil
blowing. After soil material has been removed, the soil material remaining in the borrow area must be thick enough
over bedrock, a cemented pan, or the water table to permit revegetation. The soil material used as final cover for a
landfill should be suitable for plants. The surface layer generally has the best workability, more organic matter than
the rest of the profile, and the best potential for plants. Material from the surface layer should be stockpiled for use
as the final cover.
U.S. DEPARTMENT OF AGRICULTURE PAGE 1 OF 4
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
CONSTRUCTION MATERIALS
Soils capabalities
(The information in this report indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
Map symbol
and soil name
1
1
Roadfill
Sand
1
3: 1
Arvada Poor:
1 shrink -swell,
1 low strength
1
30:
Heldt Poor:
1 shrink -swell,
low strength
1
34:
Ildefonso Poor:
1 slope
1
1
1
41:
Kim 1GOod
1
1
51:
Olney Good
1
1
54:
Potts Good
1
1
55:
Potts Good
1
1
66:
Torriorthents, 1
Steep Poor:
1 depth to rock,
1 slope
1
1
Improbable:
excess fines
Improbable:
excess fines
Improbable:
excess fines
Improbable:
excess fines
Improbable:
excess fines
Improbable:
excess fines
Improbable:
excess fines
Improbable:
excess fines
1
1 Gravel Topsoil
1
1Improbable: Poor:
1 excess fines 1 excess salt,
1 1 excess sodium
Improbable: Poor:
1 excess fines 1 too clayey
1
1Improbable: Poor:
1 excess fines 1 small stones,
1 1 area reclaim,
1 1 slope
Improbable: Fair:
1 excess fines 1 slope
Improbable: Poor:
1 excess fines 1 area reclaim
1Improbable: Fair:
1 excess fines 1 too clayey
(Improbable: (Fair:
1 excess fines 1 too clayey
Improbable: 'Poor:
1 excess fines 1 depth to rock,
1 1 small stones,
1 1 slope
U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
CONSTRUCTION MATERIALS --Continued
Soils capabalities
PAGE, 2 OF 4
03/31/00
Map symbol Roadfill Sand Gravel Topsoil
and soil name
66 (con.):
Camborthids,
Steep Poor: Improbable: Improbable: Poor:
depth to rock, excess fines I excess fines depth to rock,
slope
small stones,
slope
Rock Outcrop,
Steep Poor: Improbable: Improbable: Poor:
depth to rock, excess fines I excess fines I depth to rock,
slope
slope
50:
Olney Good Improbable: (Improbable: (Poor:
I 1 excess fines 1 excess fines 1 area reclaim
U.S. DEPARTMENT OF AGRICULTURE PAGE 3 OF 4
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
• •
CONSTRUCTION MATERIALS
Endnote CONSTRUCTION MATERIALS
This report gives information about the soils as a source of roadfill, sand, gravel, and topsoil. The soils are rated
"Good", "Fair", or "Poor" as a source of roadfill and topsoil. They are rated as a "Probable" or "Improbable"
source of sand and gravel. The ratings are based on soil properties and site features that affect the removal of the
soil and its use as construction material. Normal compaction, minor processing, and other standard construction
practices are assumed. Each soil is evaluated to a depth of 5 or 6 feet.
Roadfill is soil material that is excavated in one place and used in road embankments in another place. In this report,
the soils are rated as a source of roadfill for low embankments, generally less than 6 feet high and less
exacting in design than higher embankments. The ratings are for the soil material below the surface layer to a
depth of 5 or 6 feet. It is assumed that soil layers will be mixed during excavating and spreading. Many soils have
layers of contrasting suitability within their profile. The report entitled Engineering Index Properties is also available
and it provides detailed information about each soil layer. This information can help determine the suitability of each
layer for use as roadfill. The performance of soil after it is stabilized with lime or cement is not considered in
the ratings.
The ratings are based on soil properties, site features, and observed performance of the soils. The thickness of
suitable material is a major consideration. The ease of excavation is affected by large stones, a high water table,
and slope. How well the soil performs in place after it has been compacted and drained is determined by its strength (as
inferred from the engineering classification of the soil) and shrink -swell potential.
Soils rated "Good" contain significant amounts of sand or gravel or both. They have at least 5 feet of suitable
material, a low shrink -swell potential, few cobbles and stones, and slopes of 15 percent or less. Depth to the
water table is more than 3 feet
Soils rated "Fair" have more than 35 percent silt- and clay -sized particles and have a plasticity of less than 10.
They have a moderate shrink -swell potential, slopes of 15 to 25 percent, or many stones. Depth to the water table is 1
to 3 feet.
Soils rated "Poor" have a plasticity index of more than 10, a high shrink -swell potential, many stones, or slopes of
more than 25 percent. They are wet, and the depth to the water table is less than 1 foot. These soils may have
layers of suitable material, but the material is less than 3 feet thick.
Sand and gravel are natural aggregates suitable for commercial use with a minimum of processing. Sand and
gravel are used in many kinds of construction. Specifications for each use vary widely. In this report only
the probability of finding material in suitable quantity is evaluated. The suitability of the material for specific
purposes is not evaluated, nor are factors that affect excavation of the material. The properties used to evaluate
the soil as a source of sand or gravel are gradation of grain sizes (as indicated by the engineering classification
of the soil), the thickness of suitable material, and the content of rock fragments. Kinds of rock, acidity, and
stratification are given in the soil series descriptions. Gradation of grain sizes is given in the Engineering Index
Properties report.
A soil rated as a "Probable" source has a layer of clean sand and gravel or a layer of sand or gravel that contains
up to 12 percent silty fines. This material must be at least 3 feet thick and less than 50 percent, by weight, large
stones. All other soils are rated as an "Improbable" source. Coarse fragments of soft bedrock, such as shale and
siltstone, are not considered to be sand and gravel.
U.S. DEPARTMENT OF AGRICULTURE PACE 4 OF 4
NATURAL RESOURCES CONSERVATION SERVICE 03/31/00
• •
CONSTRUCTION MATERIALS
Endnote -- CONSTRUCTION MATERIALS --Continued
Topsoil is used to cover an area so that vegetation can be established and maintained. The upper 40 inches of a soil
is evaluated for use as topsoil. Also evaluated is the reclamation potential of the borrow area. Plant growth is
affected by toxic material and by such properties as soil reaction, available water capacity, and fertility. The ease
of excavating, loading, and spreading is affected by rock fragments, slope, a water table, soil texture, and thickness
of suitable material. Reclamation of the borrow area is affected by slope, a water table, rock fragments, bedrock,
and toxic material.
Soils rate "Good" have friable loamy material to a depth of at least 40 inches. They are free of stones and cobbles,
have little or no gravel, and have slopes of less than 8 percent. They are low in content of soluble salts, are
naturally fertile or respond well to fertilizer, and are not so wet that excavation is difficult.
Soils rated "Fair" are sandy soils, loamy soils that have a relatively high content of clay, soils that have only 20
to 40 inches of suitable material, soils that have an appreciable amount of gravel, stones, or soluble salts, or
soils that have slopes of 8 to 15 percent. The soils are not so wet that excavation is difficult.
Soils rate "Poor" are very sandy or clayey, have less than 20 inches of suitable material, have a large amount of
gravel, stones, or soluble salts, have slopes of more than 15 percent, or have a seasonal water table at or near the
surface. The surface layer of most soils is generally preferred for topsoil because of it organic matter content.
Organic matter greatly increases the absorption and retention of moisture and nutrients for plant growth.
NONTECHNICAL SOILS DESCRIP, ON REPORT
Soils capabalities
Map
Symbol
Soil name and description
3 Arvada loam, 1 to 6 percent slopes
This deep, well -drained soil is on fans and high
terraces. This soil formed in highly saline alluvium
derived from sandstone and shale. The surface layer is
strongly alkaline or very strongly alkaline loam about
3 inches thick. The subsoil is silty clay loam about
14 inches thick. The substratum is silty clay loam to
a depth of 60 inches. Permeability is very slow, and
available water capacity is moderate. Effective
rooting depth is 60 inches or more. Runoff is medium,
and the erosion hazard is moderate.
30 Heldt clay loam, 6 to 12 percent slopes
This deep, well -drained soil is on alluvial fans and
sides of valleys. This soil formed in fine textured
alluvium derived from shale and sandstone. The surface
layer is clay loam about 8 inches thick. The subsoil
is clay loam about 13 inches thick. The substratum is
clay to a depth of 60 inches. Permeability is slow,
and available water capacity is moderate. Effective
rooting depth is 60 inches or more. Runoff is medium,
and the erosion hazard is moderate.
34 Ildefonso stony loam, 25 to 45 percent slopes
This deep, well -drained soil is on mesas, benches, and
sides of valleys. This soil formed in mixed alluvium
derived primarily from basalt. The surface layer is
stony loam about 8 inches thick. The underlying
material is very strongly calcareous very stony loam to
a depth of 60 inches. Permeability is moderately
rapid, and available water capacity is low. Effective
rooting depth is more than 60 inches. Runoff is rapid,
and the erosion hazard is high.
41 Kim loam, 6 to 12 percent slopes
•
NONTECHNICAL SOILS DESCRY. -ON REPORT
Soils capabalities
Map
Symbol
Soil name and description
This deep, well -drained soil is on alluvial fans and
benches. This soil formed in alluvium derived from
shale and sandstone. The surface layer is loam about
17 inches thick. The underlying material is loam to a
depth of 60 inches. Permeability is moderate, and
available water capacity is high. Effective rooting
depth is 60 inches or more. Runoff is slow, and the
erosion hazard is moderate.
51 Olney loam, 6 to 12 percent slopes
This deep, well -drained soil is on alluvial fans and
sides of valleys. This soil formed in alluvium derived
from sandstone and shale. The surface layer is loam
about 12 inches thick. The subsoil is sandy clay loam
about 21 inches thick. The substratum is gravelly
sandy clay loam or very gravelly sandy loam to a depth
of 60 inches. Permeability is moderate, and available
water capacity is moderate. Effective rooting depth is
60 inches or more. Runoff is medium, and the erosion
hazard is moderate.
54 Potts loam, 1 to 3 percent slopes
This deep, well -drained soil is on mesas, benches, and
sides of valleys. This soil formed in alluvium derived
from sandstone, shale, or basalt. The surface layer is
loam about 4 inches thick. The subsoil is clay loam
about 24 inches thick. The substratum is loam to a
depth of 60 inches. Permeability is moderate, and
available water capacity is high. Effective rooting
depth is 60 inches or more. Runoff is slow, and the
erosion hazard is slight.
55 Potts loam, 3 to 6 percent slopes
4111
NONTECHNICAL SOILS DESCRIPTION REPORT
Soils capabalities
Map
Symbol
Soil name and description
This deep, well -drained soil is on mesas, benches, and
sides of valleys. This soil formed in alluvium derived
from sandstone, shale, or basalt. The surface layer is
loam about 4 inches thick. The subsoil is clay loam
about 24 inches thick. The substratum is loam to a
depth of 60 inches. Permeability is moderate, and
available water capacity is high. Effective rooting
depth is 60 inches or more. Runoff is slow, and the
erosion hazard is moderate.
66 Torriorthents-Camborthids-Rock Outcrop complex, Steep
This broadly defined unit consists of exposed sandstone
and shale bedrock, loose stones, and soils that are
shallow to deep over sandstone and shale bedrock and
stony basaltic alluvium. Torriorthents make up about
45 percent of the complex, Camborthids make up 20
percent, and Rock outcrop makes up 15 percent. The
Torriorthents are on foothills and mountainsides below
Rock outcrop. The moderately steep Camborthids are on
lower toe slopes and concave open areas on foothills
and mountainsides.
Torriorthents are very shallow to moderately deep.
They are well to somewhat excessively drained. They
generally are clayey to loamy and contain variable
amounts of pebbles, cobbles, and stones. Permeability
is slow to moderate, and water holding capacity is very
low to low. Effective rooting depth is 10 to 40
inches. Runoff is very rapid, and erosion hazard is
very high.
Camborthids are shallow to deep and are well -drained.
They are generally clayey to loamy and have slightly
more clay in the subsoil than in the surface layer.
The profile is normally free of stones, but scattered
basalt stones, cobbles, and sandstone fragments are on
the surface. Permeability is slow to moderate.
Available water capacity is low to very low. Effective
rooting depth varies from 10 to more than 40 inches.
Runoff is rapid or very rapid, and erosion hazard is
very high.
NONTECHNICAL SOILS DESCRION REPORT
Soils capabalities
Map
Symbol
Soil name and description
Rock outcrop is mainly Mesa Verde sandstone and Wasatch
Shale.
50 Olney loam, 3 to 6 percent slopes
This deep, well -drained soil is on alluvial fans and
sides of valleys. This soil formed in alluvium derived
from sandstone and shale. The surface layer is loam
about 12 inches thick. The subsoil is sandy clay loam
about 21 inches thick. The substratum is gravelly
sandy clay loam or very gravelly sandy loam to a depth
of 60 inches. Permeability is moderate, and available
water capacity is moderate. Effective rooting depth is
60 inches or more. Runoff is slow, and the erosion
hazard is moderate.
•
ii.I,l"i"'viiia L ,
I If Lf_ F 1RE I' 1
RIFLE FIRE PROTECTION DISTRICT
Mr. Franklin Ryden
47 t5 County Road 233
Rifle, CO 81650
Mr_ Ryden,
This letter is to confirm that the Rifle Fire Protection District does provide service to the
above address and surrounding area, We are a combination volunteer and career service,
providing response to fires, rescue type calls, as well as providing an Advanced Life
Support ambulance service.
This service is based on the culuent_ u e of the land, and any plan to change this use must
be approved by the fire district. This would include any major development or a change
is w -Ding,
Please feel free to contactme with any question you might. havc.
Sincerely.,
Peter Bradshaw
Staff Firefighter
Telephone (970) 625-1243 • Fax (970) 625-2963
1850 Railroad Avenue • P.O. Box 1133 • Rifle, Colorado 81650
• it
April 27, 2000
RE: Item "H" Petition for Exemption.
This exemption is being requested because Mr. Ryden is 76 years old and just tired of
ranching.
Name :
c/o :
Address :
City, St, Zip :
Phone # :
41 IP
Shelton Drilling Corp.
P.O. Box 1059
Basalt. Colo. 8162.1
(970) 927-4182
Lic. # 1095
Franklin Ryden
4860 County Road 233
Rifle, Co. 81650
(970) 625 -17th
Invoice if C_.-1544
Date : 04/20/00
Permit # : MH -381223
Location : Silt Mesa
Hole Size
Depth
Type
Casing ID
Casing OD
From -To
9.0
63
Steel
6.5
7.0
0-63
6.5
143
PVC
5 C)
5.5
43-143
Perforated Ft : 20 ft *
Estimated : 10 gpm
Static Level : 10 ft
Total Drilled : 143 ft
Recommended Pump Set Depth 135 Ft. Pumping 10 GPM.
For Pump Installation We Recommend : Aqua Tec Pump 984-0311 ( Tom Platzer)
Samuelson Pump 945-6309 (Raun Samuelson)
J & M Pump Co 945-6159 (Rick Holub)
Special Instructions :
Price Per Foot :
60 Feet @ $ 28.00 Per Foot = $ 1,680.00
7Q Feet @ $ 23,00 Per Foot = $ 1,610 00
Total Invoice $ 3,290.00
Conditions Of Payment Y pay $3,290.00
PLEASE READ THE FOLLOWING RECOMMENDATIONS
1. * WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP
INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD
ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH WE CANNOT DETERMINE WHILE
DRILLING.
2. OUR GUARANTEE IS VAI -ID ONLY IF A LICENSED PUMP INSTALLER INSTALLS THE PUMPING SYSTEM II
3. On Monitoring/Observation Holes (test holes) it is the customer's responsibility to obtain the proper
permit before the well is put to beneficial use (within one year) or the State may require the hole be plugged
and abandoned. We will be happy to assist you whenever possible in filling out the appropriate well
application.
4. The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced wells,
according to State Rules and Regulations. Please contact us for details and/or prices.
5. ALL INVOICES Dr;JE AND PAYABLE WITHIN 10 DAYS OF INVOICE DATE, UNLESS PRIOR ARRANGE-
MENTS ARE MADE. A 1.5% HANDLING CHARGE PER MONTH MAY BE ADDED 15 DAYS FROffi FIRST
BILLING.
Please call us if you have any questions
THANK YOU
Shelton Drilling Corp.
P.O. Box 1059
Basalt, Colo. 81621
(970) 927.4 182
Lic. ## 1095
Name : Franklin Ryden
c/o :
Address : 4800 Qounty Road X33
City, St, Zip : Rifle, Co. 81650
Phone # : (970) 625-1.731)
Invoice # C-1543
Date : 04/20/00
Permit # : MH -38122
Location : Silt Mesa
Hole Size
Depth
Type
Casing ID
Casing OD
From -To
9.0
40
Steel
6.5
7.0
0-40
6.5
123
PVC
5.0
5.5
23-123
Perforated Ft : 20 ft *
Estimated : _ 10+ gpm
Static Level : 18 ft
Total Drilled : 123 ft
Recommended Pump Set Depth 115 Ft. Pumping 10 GPM.
For Pump Installation We Recommend Aqua Tec Pump 984-0311 (Tom Platzer)
Samuelson Pump 945-6309 (Raun Samuelson)
J & M Pump Co 945-6159 (Rick Holub)
Special Instructions :
Price Per Foot : 40 Feet @ $ 28.00 Per Foot = $ 1,120.00
70 Feet @ $ 23.00 Per Foot = $ 1,610.00
Total Invoice $ 2,730.00
Conditions Of Payment pay $2,730.00
PLEASE READ THE FOLLOWING RECOMMENDATIONS
1.* WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP
INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD
ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH WE CANNOT DETERMINE WHILE
DRILLING.
2. OUR GUARANTEE IS VALID QNLY IF A LICENSED PUMP INSTALLER INSTALLS THE PUMPING SYSTEM II
3. On Monitoring/Observation Holes (test holes) it is the customers responsibility to obtain the proper
permit before the well is put to beneficial use (within one year) or the State may require the hole be plugged
and abandoned. We will be happy to assist you whenever possible in filling out the appropriate well
application.
4. The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced wells,
according to State Rules and Regulations. Please contact us for details and/or prices.
5. ALL INVOICES DUE AND PAYABLE WITHIN 10 DAYS OF INVOICE DATE, UNLESS PRIOR ARRANGE-
MENTS ARE MADE. A 1.5% HANDLING CHARGE PER MONTH MAY BE ADDED 15 DAYS FROM FIRST
BILLING.
Please call us if you have any questions .
THANK YOU
COLORADO DIVISION OF *ITER RESOURCES
DEPARTMENT OF NATURAL RESOURCES
1313 SHERMAN ST., RM. 818, DENVER CO 80203
phone - info: (303) 866-3587 main: (303) 866-3581
NEW 35 + ACRE RESIDENTIAL
Water Well Permit Application
Review instructions prior
1. APPLICANT INFORMATION
vvllrF/IvlGY nI vIU.I% 1111i UI LyfloU
6. USE OF WELL (check appropriate entry or entries)
Name of applicant
Franklin R den
11 A. Ordinary household purposes in up to 3
single-family dwellings, the watering of
domestic animals, and the irrigation of not more
than one (1) acre of home gardens and lawns
1 B. Livestock watering ton farm/ranch/range/pasture)
Mailing Address
4860 County Road 233
City
R f1.e
State
Co
zip code
111650
Telephone Number linclude area code)
_ ( 970) 625-1 73£3
7. WELL DATA
MAXIMUM PRODUCTION RATE OF THE WELL
SHALL NOT EXCEED 15 GPM
2. TYPE OF APPLICATION
CONSTRUCT A NEW WELL ON A TRACT OF
LAND OF 35 ACRES OR MORE
8. TYPE OF RESIDENTIAL SEWAGE SYSTEM
el Septic tank / absorption (each field
• Central system
District name:
3. REFER TO (if applicable):
Monitoring hole acknowledgment $
MH- 3 8 12 3
• Vault
Location sewage to be hauled to:
II Other (attach copy of engineering design)
4. LOCATION OF WELL
County
Garfield
Quarter/quarter
N E 114
Quarter
SW 1 /4
9. PROPOSED WELL DRILLER (optional)
Name
Shelton ar 11 1 In a Corp .
License number
1095
Section
31
Township N or 5
' 1 ®
Range 5 or W
9 2 ■ ®
Principal Meridian
6
10. SIGNATURE of applicant(s) or authorized agent
Distance of well from section linea
1 J-}(.) D it. from r N s J J O ft. from I E] w
The making of false statements herein constitutes perjury
in the second degree, which is punishable as a class 1 mis-
demeanor pursuant to C.R.S. 24-4-104(13)(a). I have rears
the statements herein, know the contents thereof and state
that they are true to my knowledge.
Well location address, if different from applicant address (if applicable)
5. TRACT ON WHICH WELL WILL BE LOCATED
Must he original signature
A.
ATTACH LEGAL DESCRIPTION FOR 35+ ACRE TRACT
❑ Development
Name
Title
Date
Office Use Only
DWR Map No.
Lot no. Unit #
DIV
Other NE -14 SWa Sec 34 TSS R92W 6th
CO
B. STATE PARCEL
ID# (optional):
WD
C. # acres in tract
40
BA
D.
THIS WILL BE THE ONLY WELL ON THIS TRACT
USE MD
Form GWS -50 (12/9.
COLORADO DIVISION OF TER RESOURCES
DEPARTMENT OF NATURAL RESOURCES
1313 SHERMAN ST., RM. 818, DENVER CO 80203
phone - info: (303) 866-3587 main: (303) 866-3581
NEW 35 + ACRE RESIDENTIAL
Review instructions
Water We; permit Application
. - .z: •
1. APPLICANT INFORMATION
IVIUUJL urs curnpleicuink or typed
6. USE OF WELL (check appropriate entry or entries)
Name of applicant
Franklin Ryden
II A. Ordinary household purposes in up to 3
single-family dwellings, the watering of
domestic animals, and the irrigation of not more
than one (1) acre of home gardens and lawns
El B. Livestock watering Ion farm/ranch/range/pasture)
Mailing Address
4860 County Road 233
City
Rifle,
state
Co
Zip code
81.650
Telephone Number (include area code)
(970) 625-1738
7. WELL DATA
MAXIMUM PRODUCTION RATE OF THE WELL
SHALL NOT EXCEED 15 GPM
2. TYPE OF APPLICATION
CONSTRUCT A NEW WELL ON A TRACT OF
LAND OF 35 ACRES OR MORE
8. TYPE OF RESIDENTIAL SEWAGE SYSTEM
J Septic tank / absorption (each field
■ Central system
District name:
3. REFER TO (if applicable):
Monitoring hole acknowledgment i
MH- 38122
• Vault
Location sewage to be hauled to:
■ Other (attach copy o1 engineering design)
4. LOCATION OF WELL
County
Garr 1 e 1 d
Quarter/quarter
SE 1 /4
Quarter
SW 1/4
9. PROPOSED WELL DRILLER (optional)
Name
Shelton Drilling Corp.
License number
1095
Section
34
Township N or S
5 •
Range F or W
92 rr :s
Principal Meridian
6
10. SIGNATURE of applicant(s) or authorized agent
Distance of well from section lines
1 00 ft. from ■ N l S 1400 ft. from El E El w
The making of false statements herein constitutes perjury
in the second degree, which is punishable as a class 1 mis-
demeanor pursuant to C.R.S. 24-4-104(131(a). I have read
the statements herein, know the contents thereof and state
that they are true to my knowledge.
Well location address, if different from applicant address (if applicable)
5. TRACT ON WHICH WELL WILL BE LOCATED
Must be orfyinesignature
A.
ATTACH LEGAL DESCRIPTION FOR 35+ ACRE TRACT
■ Development
Name
Title
Date
Office Use Only
DWR Map No.
Lot no. Unit #
DIV
Other SE4 SWii Sec 34 T5S 1292W 6th
co
B. STATE PARCEL
ID# (optional):
WD
COLORADO DIVISION OF WATER RESOURCES
DEPARTMENT OF NATURAL RESOURCES
• •
WELL SHARING AGREEMENT
THIS AGREEMENT, made and entered into this day of , 2000, by and
between ("Lot Owner") and (Lot Owner").
WHEREAS, the Lot 1 Owner owns certain property located in Garfield County, Colorado
described on the attached Exhibit "A" (Lot 1); and
WHEREAS, the Lot 2 Owner owns certain property located in Garfield County, Colorado
described on the attached Exhibit "B" (Lot 2); and
WHEREAS, there is an existing well located on "Lot 1" ("The Well"), which is generally
depicted on the attached map (Exhibit "C"). The well is scheduled to provide a domestic water supply to
Lots 1 and 2; and
WHEREAS, a permit has been obtained for an existing well from the Colorado Division of Water
Resources as Permit No. and a well concerning the Well and the use of the water there
from.
NOW, THEREFORE, for and in consideration of the mutual promises contained herein, the
parties agree as follows:
1. The Lot 1 Owner and Lot 2 Owner shall each own an undivided '/2 interest in said Well, related
improvements and water rights associated therewith; and the Lot 2 Owner hereby quitclaims to
Lot 1 Owner, each an undivided 1/2 interest in said well, related improvements and water rights
associated therewith. The intent of the foregoing conveyance to be that the two Lot Owners
shall each have an equal right to use an equal amount of the water produced from the well to
provide domestic water supply for one single family residence on each of the respective Lots
to the extent permitted by law.
2. Thereafter, any Lot Owner shall have the right to undertake, without the consents of the other
parties, all repairs and improvements reasonably required to alleviate an emergency whereby
water supplies are threatened or curtailed by emergency reasons or factors. Non -emergency
repairs, replacements, improvements and activities shall be made by mutual agreement. In the
event that parties cannot mutually decide upon what improvement, operation, maintenance, or
replacement activities are necessary and proper, any party may provide notice in writing of a
list of repairs, improvements or replacements, together with a budget therefore. Unless the
other parties object in writing within fourteen (14) days of receipt of said Notice, consent to
such shall be deemed conclusively given. In the event Objection is timely made, the parties
agree to mutually select one qualified professional engineer or well driller to make
recommendations and a budget and to be bound by such recommendations and budget.
3. Each Lot Owner connected to the Well agrees that the combined outside usage of water
production from the Well shall be limited to the use of livestock and irrigation of not more
than 43,560 square feet of lawn and gardens supplied by the Well (with each party sharing in
such proportionately subject to the reasonable in-house requirements of each Lot, together
with car washing and other incidental uses).
• •
4. In the event that any party experiences water pressure or quantity problems, that party may
give notice to the other party of their intent and desire to increase well pump capacities and/or
to construct up to 1000 gallons of underground water storage within the easements described
in Paragraph 10, below, Exhibit "B" and Exhibit "E". The storage, pump and related
improvements shall be designed to provide equal benefits to each Lot in terms of water
pressure and quantity. All costs and expenses associated with the engineering, design, and
construction of such water storage and related improvements shall be borne equally by the
parties connected to the well.
5. The parties agree to pay the common costs of maintenance, and improvement of the well,
pump house and all other appurtenant facilities; each party shall pay all expenses and costs in
accordance with their 1/2 ownership interest. All costs and expenses incurred by one party
shall be reimburses to the paying party within ten (10) days of presentment of written
statement of such charges. In the event any party fails to timely pay such costs, the non -
defaulting party may pay the obligation of the defaulting party, and the party in default shall
then owe the non -defaulting party the amount of the obligation, together with interest on said
amount at the rate of eighteen percent (18%) per annum; provided further that in addition to
any other remedies provided by law for the collection of such costs, the non -defaulting party
shall have the right to secure and receive payment of any sums so advanced with interest, by a
lien on a defaulting party's parcel and, in the event foreclosure of the lien, or any other
collection proceeding, the right to reasonable attorney fees and costs.
6. The parties agree to pay in addition to an electrical allowance $5.00 per month into an escrow
account until this account reaches the balance of $750. This escrow will be used for repairs
and improvements to the Well. At such time a draw for maintenance is made payment will
resume until the balance again reaches $750. This account shall have both of the Lot owners,
as authorized Signatures and it must require the signature of both Lot owners to make a
withdrawal. The place of the escrow account shall be made by mutual decision of the Lot
owners.
7. Each party shall be solely responsible for all operation, maintenance and capital costs
associated with the delivery of water from the Well to their respective Lots.
8. In the event any party desires to clarify and confirm the legal description of the easement
conveyed in paragraph 10 herein and reduce said conveyance and legal description to writing,
said party may, at his sole option, have a legal description of said casement prepared by a
registered surveyor and convey the easement to the grantee by appropriate instrument, which
conveyance shall be deemed to supersede and satisfy the provisions herein of the said party
granting an easement; provided, however, that the party granting an easement shall provide the
grantee with a copy of the survey upon which the conveyance is based.
9. Notices. All Notices required or permitted hereunder shall be in writing and shall be deemed
given and received when (a) personally delivered, or (b) 48 hours after the same is deposited in
the United States mail, addressed to the other parties at their address appearing on the
signature page hereof or at such address as shall be designated by such other parties by written
notice to all the others.
10. Binding Effect. The rights and obligations of each party set forth herein shall be appurtenant to
their respective Lots, shall not be transferred separate and apart from said Lot, and shall be
deemed covenants running with the land for the benefit and burden of Lot and Lot 2 and shall
be binding upon heirs, successors, and/or assigns of the parties hereto.
ti
• •
11. Entire Agreement. This agreement contains the entire agreement of the parties concerning the
subject matter herein and supersedes all prior agreements, if any.
12. Counterparts. This Agreement may be executed in multiple parts as originals or by facsimile
copy; provided however, if executed and evidence of execution is made by facsimile copy,
then an original shall be provided to the other party(ies) upon request. When all of the parties
to this contract have signed at least one copy, such copies together will constitute a fully
executed and binding contract.
IN WITNESS WHEREOF, the parties hereto have executed the Agreement on the date first written
above.
LOT 1 OWNER
Date
Date
LOT 2 OWNER
Date
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD)
Subscribed and sworn to before me this
Date
day of , 2000,
as Lot 1 Owner(s) and
as Lot 2 Owner(s).
WITNESS my hand and official seal.
My commission expires:
Notary Public
• •
DECLARATION OF COVENANTS, CONDITIONS,
RESTRICITIONS AND EASEMENTS
C. FRANKLIN RYDEN, ("Declarant"), as owner of certain real property in the County
of Garfield, State of Colorado, described as:
(The "Property"), hereby makes the following declarations:
ARTICLE I
STATEMENT OF PURPOSE AND IMPOSITION OF
COVENANTS
1.1 "IMPOSITION OF COVENANTS." Declarant hereby makes, declares, and establishes
the covenants, conditions, restrictions, and easements set forth below (the "Covenants")
which shall affect all the Property. From this day forward, the Property shall be held, sold
and conveyed subject to this Declaration. These Covenants shall be run with the land and
shall be binding upon all persons or entities having any right, title or interest in all or any part
of the Property including Declarant, and their respective heirs, successors, and assigns, as
well as any tenants, employees, guests and invitees on the Property. These covenants are
imposed for the benefit of all owners of Lots located within the Property and create specific
rights and privileges that may be enjoyed by all such owners.
1.2 "DECLARANT'S INTENT." Declarant desires to preserve, protect, and enhance the
values of the Property as a whole as well as each Lot, to ensure the attractiveness of all Lots
and the respective improvements made thereon, to prevent any future impairment of the
reasonable use of any Lot, to guard against the construction of unsuitable structures, and to
encourage the harmonious development of the Property in a rural setting.
ARTICLE II
DEFINITIONS
The following terms, as used in this Declaration, are defined as follows:
2.1 "ASSOCIATION." Shall mean the Anna Helen Acres Water Association, a Colorado
nonprofit association organized pursuant to the Uniform Unincorporated Nonprofit
Association Act, C.R.S. 7-30-101, et seq., as amended, or any successor the Association by
whatever name, charged with the duties and obligation set forth in this Declaration.
2.2 "ASSOCIATION RULES." Shall mean the rules adopted by the Association.
2.3 "OWNER." Shall mean the owner of the record, whether one or more persons or entities,
of a fee simple title to any Lot, but shall not mean or refer to any person or entity who holds
• •
such interest merely as security for the performance of a debt or other obligation, including a
Mortgage, unless and until such person or entity has acquired fee simple title pursuant to
foreclosure or other proceedings.
2.4 "LOT." Shall mean a parcel of land designated as such on the plat of the Property as
described above.
ARTICLE III
THE ASSOCIATION
3.1 "ASSOCIATION'S RESPONSIBILITY FOR IRRIGATION SYSTEM." The
Association subject to the rights and obligations of the Owners set forth in this Declaration,
shall be responsible for the management and control of the irrigation water and water rights,
ditch and ditch rights, consisting of 80 acre feet of water for the Silt Project and each Lot
will own 10 shares of Farmers Irrigation Company, collectively referred to as the "water
rights" which are owned by the Owners and appurtenant to the respective Lots but which
must be utilized in cooperation with all of the Owners of the Lots.
3.2 "MEMBERSHIP." Every person, by virtue of being an Owner, and for so long as such
person is an Owner, shall be a member of the Association. Membership shall be
appurtenant to and may not be separated from ownership of any Lot. No Owner, whether
one or more persons, shall have more than one membership per Lot owned, but all of the
person owning each Lot shall be entitled to rights of membership and or use and enjoyment
appurtenant to such ownership.
3.3 "RULES AND REGULATION." The Association, from time to time and subject to the
provisions of this Declaration, may adopt, amend and repeal rules and regulations, to be
known as the "Association Rules," governing the use of irrigation water and payment for
the delivery of same. A copy of the Association rules in effect shall be distributed to each
member within a reasonable time following the effective date of the change.
ARTICLE IV
IRRIGATION WATER AND SHARED ROADS
4.1 "IRRIGATION DITCHES." The right to use irrigation ditches on the Property existing
on the date of this Declaration shall be preserved as the same is shown on the plat of the
Property as referenced above. The Association is hereby granted the right to maintain such
ditches within said easements and to enter upon each Lot as necessary to perform such
maintenance. Any Owner of a Lot over with a ditch crosses shall be prohibited from taking
water from such ditch above the amount allocated to such Owner. No Owner shall obstruct
or wrongfully divert the flow of water through any ditch, or constructing anything within a
ditch easement without the prior written approval of the Association.
4.2 "DITCH MAINTENANCE." Owner of each Lot shall be responsible for the maintenance
and repairs to such Owner's pro -rata portion of the ditch above such Owner's divider box.
Declarant will install water division structures for each Lot upon sale of such Lot. There
• •
will be only one point of diversion for each Lot located at the upper most point on each Lot
along the ditch ways. All ditch assessments will be paid to the Association. A set of ditch
rules will be established and amended from time to time by the Association.
4.3 "ROAD MAINTENANCE". The Owners of Lots will share equally
in any costs of repairs or maintenance on the first feet of the access
road to such Lots for the purpose of egress and ingress. The Owners of Lot
and Lot will share equally in any costs of repairs and
maintenance on the next 473.61 feet of the access road for the purpose of egress and ingress.
The Owners of Lot and Lot will share equally in any
costs of repairs and maintenance for the first feet of the access road to such
Lots for the purpose of egress and ingress.
ARTICLE V
WATER ASSESSMENTS
5.1 "LOT ASSESSMENTS." The Declarant, for each Lot, hereby covenants, and each Owner
of any Lot, by acceptance of a deed therefore, whether or not it shall be so expressed in any
such deed, are deemed to covenant and agree to pay to the Association annual and special
assessments or charges as provide in this Declaration for the purpose of using and
maintaining the irrigation ditches and the delivery of irrigation to the Property. The annual
and special assessments, together with interest, costs, and reasonable attorney's fees, shall
be a charge on the land and shall be a continuing lien upon the Lot against which each such
assessment is made until paid. Each such assessment, together with interest, costs, and
reasonable attorney's fees, shall also be the personal obligation of the Owner of such Lot at
the time when the assessment fell due, and two or more Owners of a Lot shall be jointly and
severally liable for such obligations. No assessment shall be made_for road maintenance or
snowplowing.
5.2 "CALCULATION AND APPORTIONMENT OF ASSESSMENT." The Association
shall prepare a budget by February of each year estimating its net cash flow requirements
for the next year and an estimate of the assessment to be charged each Owner, and the
Association shall distribute the proposed budget to the Owners. On or before March of each
year, the Association shall distribute the proposed in final form, and shall determine and
levy assessments for the year each budget shall include funds for establishing and
maintaining reserves for periodic repairs, replacement, and maintenance of any ditches and
other structures which must be replaced on a periodic basis, for capital improvements and
for deficiencies from the prior year's fund.
ARTICLE VI
PROPERTY USE RESTRICTIONS
• •
6.1 "SPECIFIC REQUIREMENTS FOR BUILDINGS." All building construction
materials shall be new, except for the limited use of antique treatments, fixtures and
accessories.
6.2 "FENCES." All boundaries between Lots shall be fenced with a four wire, barbed wire or
four smooth wire standard class one wire. Wire shall be supported by wood corner posts,
properly braced, and either steel or wood posts placed not over 15' apart. Cost of any fence
between two Lots shall be borne equally by the Owners of the common boundary. Fencing
shall be constructed within 30 days after closing. The Association shall approve any
variance from this agreement in writing.
6.3 "SUBDIVISION OF LOTS." No Lot may be subdivided.
6.4 "ADDITIONAL HOUSING." A guesthouse not exceeding 1500 square foot in area may
be erected on a Lot, with properly approved water and sewer and otherwise in accordance
with all governmental regulations.
6.5 "ANIMALS AND PETS." All animals and pets shall be kept under the control of an
Owner at all times and shall not be permitted to run free on other Lots. No dog shall be
allowed to bark excessively. Should and dog chase or molest deer, elk, poultry or any
domestic animal or persons, or destroy or disturb property of another, the Owner of the
offending dog shall be prohibited from continuing to keep the offending dog on such
Owner's Lot. If necessary, to protect wildlife or other Owner's domestic animals, persons
or property, additional steps, including the destruction of the offending dog may be taken.
6.6 "DRAINAGE." No Lot Owner shall do or permit any work, construct any Improvements,
place and landscaping or suffer the existence of any condition whatsoever which shall alter
or interfere with the drainage pattern for the Property, or cause any discharge onto any
adjacent property, except to the extent such alteration and drainage pattern is approved in
writing by any other affected property owner.
6.7 "SANITATION." No trash, ashes, garbage, rubbish, debris or other refuse shall be
thrown, dumped or allowed to accumulate on the Property. There shall be no burning of
refuse. Each Lot Owner shall provide suitable receptacles for the temporary storage and
collection of refuse. All such receptacles shall be screened from the public view and
protected from wind, animals and other disturbances. Each Lot shall be kept in a
reasonably sanitary condition, free of offensive odors and protected from rodent and insect
infestations.
6.8 "OUTSIDE BURNING." There shall be no exterior fires, except Ag permitted
regulations, barbecues, outside fu-eplaces and braziers. No Owner shall permit any
condition upon such Owner's Lot that creates a fire hazard or is in violation of fire
prevention regulations.
6.9 "NOISE." No exterior horns, whistles, bells or other sound devices, except security
devices shall be placed or used on any portion of the Property. Owners shall not permit any
• •
noise or disturbance on their respective Lots that is offensive, disturbing or otherwise
detrimental to any other person.
6.10 "ODOR." No odor shall be emitted from any Lot that is noxious or unreasonably
offensive to others.
6.11 "OBSTRUCTIONS." There shall be no obstruction or interference with the free use of
any easement, except as may be reasonably required for repairs.
6.12 "MAINTENANCE OF LANDSCAPING." Each Owner shall keep the landscaping
situate on such Owner's Lot in a neat and well maintained fashion, shall properly irrigate
lawns and other planting on such Lot and shall otherwise maintain the appearance of such
Lot in first class condition.
6.13 "HUNTING AND FIREARMS." Firearms shall not be discharged on the Property and
no hunting shall be allowed.
6.14 "NUISANCES." No obnoxious or offensive activity shall be carried on within the
Property so as to unreasonably interfere with or disturb the use, enjoyment and access of
any other occupant of the Property, nor shall anything be done, permitted or placed thereon
which is or may become a nuisance of cause an unreasonable offense, embarrassment,
disturbance or annoyance to others.
ARTICLE VII
ENFORCEMENT OF COVENANTS
7.1 "COMPLIANCE." Each Owner or all other occupants of any Lot on the Property shall
comply with the provisions of this Declaration and the Association rules as the same may be
amended from time to time.
7.2 "VIOLATION DEEMED A NUISANCE." Every violation of this Declaration is deemed
to be a nuisance and is subject to all the remedies provided for the abatement of same.
7.3 "WHO MAY ENFORCE." Any action to enforce this Declaration and the Association
Rules may be brought by the Declarant or the Association on behalf of the Owners. If, after
a written request from an aggrieved Owner, neither of the foregoing persons commences an
action to enforce same, then the aggrieved Owner may bring suit on action.
7.4 "REMEDIES." Failure to comply with this Declaration and the Association Rules shall be
grounds for an action to recover damages or for injunctive relief to cause any such violation
to be remedied, or both. In addition, the Association shall have the right to enter upon the
offending Lot and take appropriate peaceful action to abate, remove, modify, or replace any
structure, thing or condition that may exist thereon contrary to the interest and meaning of
this Declaration and the Association Rules. Any such action shall be at the expense of the
• •
Owner or other person reasonable for the offending condition. All remedies set forth herein
are cumulative and not exclusive.
7.2 "NO WAIVER." The failure of the Association, the Declarant or any aggrieved Owner to
enforce this Declaration or the Association Rules shall not be deemed a waiver of the right
to do so for any subsequent violation or of the right to enforce any other part of this
Declaration or the Association Rules at any future time.
7.3 "NO LIABILITY." No Owner as a member of the Association, the Declarant or any
Owner shall be liable to any other Owner for the failure to enforce any of this Declaration
and the Association Rules at any time.
7.4 "COSTS OF ENFORCEMENT." If any legal action or other proceeding is brought for
the enforcement of this Declaration, the prevailing party shall be entitled to recover
reasonable attorney's fees and other costs incurred in such action or proceeding, in addition
to any other relief to which such party may be entitled.
ARTICLE VIII
DURATION, AMENDMENT AND REVOCATION
8.1 "TERMS." This Declaration and any amendment or supplement hereto shall remain in
effect from the date of recordation until December 31, 2126. Thereafter, this Declaration
shall be automatically extended for three (3) successive periods of ten (10) years each,
unless otherwise terminated or modified as provided below.
8.2 "AMENDMENT." Any provision of this Declaration may be amended, as to the whole or
any portion of the Property, upon the written consent of the Owners owning at lease three (3)
of the four (4) Lots. An instrument setting forth any such amendment executed and
acknowledged by the necessary number of Owners shall be evidence of the consent to and
adoption of any such amendment. Any such amendment of this Declaration shall be
immediately effective upon recording in Garfield County.
8.3 "REVOCATION." This Declaration may be revoked in its entirety, as to the whole or
any portion of the Property, upon the written consent of Owners owning at least three (3) of
the four (4) Lots by a written instrument duly recorded as set forth in the preceding section.
ARTICLE IX
MISCELLANEOUS PROVISIONS
9.1 "SEVERABILITY." This Declaration, to the extent possible, shall be constructed or
reformed so as to give validity to all of its provisions. In the event any part of this
Declaration is found to be void, illegal, invalid or unenforceable under present or future
laws, then, in such event, the remaining provisions of this Declaration shall nevertheless be
binding with the same effect as though such part was deleted.
• •
9.2 "CONSTRUCTION." In interpreting words in the Declaration unless the context shall
otherwise provide or require, the singular shall include the plural, the plural shall include
the singular, and the use of any gender shall include all genders.
9.3 "CAPTIONS." The captions and headings for the articles and sections of this declaration
are included for purposes of convenience only and shall not affect the construction or
interpretation of any provision.
9.4 "NOTICE." Any notice of a violation of this Declaration or of nonpayment of any
assessment or other charge shall be in writing and shall be considered delivered and
effective upon personal delivery, or three days after posting, when sent by certified mail,
return receipt requested, the address of such member on file with the Garfield County
Assessor at the time of such mailing. Notice to the Association shall be considered
delivered and effective upon personal delivery, or three days after posting, when sent be
certified mail, return receipt requested, to the Association at address as shall be established
by the Association from time to time by notice to the members. General notices to all
members or any classification thereof need not be certified, but may be sent regular first
class mail.
9.5 "CONFLICTS BETWEEN DOCUMENTS." In case of conflict between this
Declaration and Association Rules, this Declaration shall control.
DATED THIS day of , 2000.
By:
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
The foregoing instrument was acknowledged before me this day of
2000, by
WITNESS my hand and official seal
My Commission Expires:
Notary Public
06/05/00 MON 10:02 FAX 9708760779 LAM Y RANCH
Jun -05 -OO 06:49A
Recic-vra from:
•
JOHN C. KEPHART eic CO.
GRANO iliNCTION LARRATORI[S
435 NoPerk AvgNug
• PN0NE 24,2•76119
ANALYTICAL REPORT
1
GRAND JuNc?iont. CoLoRADu 8150f
SamoeJson PUMD Co.
Faun 5&mokr1sori
FO Box 27
ijlenwood Springs, LB Bit..*02
Cw;Youtey• No. LFIbvratory No_
Date Recehr,qi 5'150(1' y Dale Reporta
r4L -Y
Weil 41 LOwer W011
kyde, Garfield Cytv
7715/0) FO BG>: 2c"7
alti.nwood "i'ic..rioy,L CO
colIecteC
by 04.xvid ;ones,
10:44 AK, sburCe:
mgri
colonity/104%17.1
ssmoe
P1009
P 02
[41:11 42, Uppr
Ryden, iT,r-fi&.Id
co11cted by J1.71-1---.
11:3C1441, 5ource: 14e1l
1.12 wg/1
0.00 mg/1
colOniit-m1100m1
NOTE= Wrall ,7ontaind tacteri, tut it a not: known
bf4
Dirc-ctor!. 1ia0er
06/05/00 MON 10:02 FAX 9708760779
Jun -05-00 05:49A
May 9, 2000
LAZY Y RANCH 2,003
• •
w m:or►s wwnc P• •naw CO.
MC..
F.O. BOX 297 WATER SYSTEMS
GLENWOOD SPRINGS SALES. SERVICE & ',NSTALL:TION
COLORADO i3i6O2 94S-6309
Cheryl Chandler
Huebinger Real Estate Inc.
1620 C Grand Ave.
Glenwood Springs, CO 81601
Attn: Pheryl Chandler,
On s iay 9, 2000 a well u;st was conducted on the upper well, The
following information was obtained:
Well Depth
CaaQing sire (top))
Standing water level
a
Total test time
Dtawdown at 5 gpm
Production
140'-0"
7 s*.�
`'jy hra
94'-7.5*
5 gpm
This test was conducted witha lhp Goulds test pump Model 13GS1O.
This well recovered back to 10'-3 1/4`' in 70 *ir- if y - z have any
questions please call, me Par Samuelson at 945-6309_
Sincerely;
Ram Smnuelson
P.03
06/06/00 MON 10;02 FAX 9708760779
Jun -O5-00 06:49A
May 9. 2000
LAZYT Y RANCH RI 004
• •
SAMUELSON PUMP CO. INC.
RC. BOX 297 WATER SYSTEMS
GLENWOOO SPRINGS SALES, SERvtCE 3 INSTALLATION
COLORADO 81602 945-63139
Cheryl Chandler
1.luebinger Real Estate Inc.
1620 C Grand Ave.
Glenwood Springs, CO 81601
Attn:: 5_Fie yJ i�Yi i+Su�&moi,
On May 9, 2000 a well test was conducted on the Ryden lower well.
The following information was obtained;
We Depth
Casing size (top)
Standing water level
Total test time
Drawdown at 16 gpm
Production
120'-0"
7' steel
2'-3w
4 hrs
61'-5 3/4
16 gpm
This test wac conducted witha lhp Goulds test pump Model 13GS10_
This well recoIIered back to 19'-3 1/4' in 20 min. If you have any
questionsplease call me Frui Samuelson at 945-6309_
_
Sincerely;
J,/ g
Rau' Samuelson
P _04
MAY -24-00 WED 9:03 AM COMMUNITY WORKS!/CTI FAX NO. 303 945 5989
Recordedat.2,...., 13111116 January_ime.9.68
Reception No.22Q...... I IC e Reorder.
11 19 , between 1clay November
THIS DED, Made this 5 th
JOHN LESLIE JEWELL and JANY A. JEWELL'
of the County of Garfield , State of
Colorado, of the first part, and
MARVIN D. RYDEN and ANNA HELEN RYDEN
of the Clounty of Ca rfield and State of
Colorado, of the second part;
WITNESSRTIL That the :a' es of the a, for and in eonsideration of tha sum of
E I
B110391
Page 503
Recorder's Stomp
1Ttif Oafalnifirf II
JAN 22 1968
Tan Dollars and other good -1,d valuable consideration,
=WNW
to the said partieD of the first part in hand paid by the said parties of the second part, the receipt
whereof is hereby confessed and aelmowledged, hs ve remieed, released, sold, conveyed and quit
claimed, and by these presents do remise, relesaa, aeii,convey and quit claim unto the said panfea of
the second part, their heirs and assign forever, not in tenancy in common but in joint tenaney, all the
right, title, intereet, claim and demand which the said partieSof the first part ha VO ha and to the
following described lot or parcel of land situate., lying and being in the
County of Garfield and State of Colorado, to wit:
All that part of the SEOIWk of Section 34, Township 5 South, Range
92 West of the 6th P. M. situate South of the line fence as now
constructed and in use running East and West between the lands now
occupied and owned by Grantors and the lands now occupied and
owned by Grantees.
The Grantors reserve, for themselves, their heirs, executors,
administrators and assigns, all oil, gas and other mineral* in
or under said lands,
TO DAVE AND TO HOLD the eame, together with all and fling -tiler the appurtenances and. privi-
leges thereunto be/engine or in anywise thereunto appertaining, and all the estate, right, title, interest,
and claim whatsoever of the said part of the first part, either in law or equity, mite the said parties
of the second part, their heirs and assigna forever, not in tenancy in common but in joint tenancy.
IN WITNESS WHEREOF, The said part ie ef the first part hav /termite set their
hands and eeai 9 the day and year first above rItti
Signed, Sealed and Delivered in the presence of
STATB OF COIARADO,
County of Gar f ield
,eZ4 C*4- _..e'ea4EAL)
}at
. .Thqlfotersi i,nstrumrent was acknowledged before me this / i' day of
LESLIE JEWELL and JANY A. JEWELL.
. ..
Mi‘VoIhnitediloft ex3iree,....- ...7..J / v 6 ie
„,—,>.
*
,..,'-..wiTyg§s,mikuulil and official seal.
,f
:-..1:.s....• > • a • • • ..c.11'4,
:. o- cox, ..,-
L[SEAL]
[SEAL1
pa ' t• /1*1?
Ne. 112 noir CLAM DR1111,,-/e Joist -ARrs4terd eetnenee tn.. 188444 et Stmt. tft.e4 Oakeesis
• •
DECLARATION OF PRIVATE ROADWAY EASEMENT AND MAINTENANCE
OBLIGATIONS
This declaration is made this day of , 20, by
RYDEN RANCH EXEMPTION (hereinafter referred to as the "Declarant"), owner in fee of that
real property described as Lot 1, Lot 2, Lot 3, and Lot 4, Ryden Ranch Exemption Plat, County of
Garfield, State of Colorado.
I
RECITALS
The Declarant is the owner and sub divider of four tracts of land known as Lot 1, Lot 2,
Lot 3, and Lot 4, Ryden Ranch Exemption Plat, Garfield County, Colorado and, by this
Declaration, intends to grant and dedicate joint and common rights to the use of a private
driveway serving the Lots, and impose on the Lots, as covenants running with the land, the
obligation to jointly maintain the driveway serving said parcels.
II
ROAD EASEMENT
SECTION 2.01
The Declarant herby grants and dedicates unto the owners of Lot 1, Lot 2, Lot 3, and Lot
4, Ryden Ranch Exemption Plat, their heirs, successors and assigns, a non-exclusive easement
upon, over and across, that portion of said Lots, designated as an access, utility and drainage
easement on the final plat of Ryden Ranch Exemption recorded in the office of the Garfield
County Clerk and Recorder, as Reception No. , for use by the owners of the
respective Lots, their successors, assigns, agents, employees, tenants, guests and invitees, for a
private access road, and utility and drainage purposes, subject to the terms, conditions and
provisions hereinafter set forth.
SECTION 2.02
The terms of the easements herein granted shall be perpetual.
SECTION 2.03
The costs of repair, maintenance, clearing, trash removal, snow plowing, and other
expenses of upkeep and preservation of the road easements shall be the sole responsibility of the
owners of said Lot 1, Lot 2, Lot 3, and Lot 4, Ryden Ranch Exemption Plat, and such costs shall
be shared by the owners of the respective parcels, in equal shares. Routine repairs, paving,
clearing, trash removal and snow plowing will be conducted from time to time, as deemed
necessary by the parcel owners.
III
ENFORCEMENT
This Agreement and the terms, conditions and provisions hereof may be enforced by the
owners of either of the benefited Lots, their successors and assigns, and in the event legal
proceedings are brought against any part for the purpose of such enforcement, the prevailing
1
• •
party or parties shall recover from the non -prevailing party or parties all costs associated
therewith, including, but not limited to, reasonable attorney's fees.
The owner of each Lot agrees that, upon request of any of the other owners, it will certify
from time to time to any person designated that there are no breaches of this agreement. If any
party fails to respond to such a request within ten (10) days of the date of the request, any
existing breach of the agreement shall be deemed waived by the non -responding party.
IV
EASEMENT SERVICE AREA
Use of the easements shall be restricted to access to and from the respective Lots. The
easements may not be used for the parking or storage of vehicles or equipment. The road
easement is subject to the dedication of utility easements set forth on the recorded plat of the
Ryden Ranch Exemption.
V
UTILITIES
The owners of the lots have granted on the final plat of the Ryden Ranch Exemption Plat, a
perpetual, non-exclusive easement to use the road easement for the purpose of providing utility
service to the parcels, or for the repair, maintenance, removal or replacement of said utilities. The
respective utility company or governmental agency shall maintain all instrumentalities, lines, or
facilities placed in the road easement in a safe condition. No grantee of a utility easement under the
final plat shall in the use, construction, reconstruction, operation, maintenance or repair of any utility
in any way unreasonably obstruct or delay the use of the roadway easement granted herein.
VI
SPECIAL USES
Under no circumstances shall road access be denied to or from any Lots over and across
the road easement for emergency vehicles, maintenance equipment, and government officials
while on official business.
VII
SUBSEQUENT OWNERS
The easement granted herein are appurtenant to the respective Lots in the Ryden Ranch
Exemption and such easements may not be transferred, assigned or conveyed apart or separately
from the respective Lots which benefit from the easement.
All provisions of this agreement, including all benefits and burdens, shall run with the
respective lots subject hereto and shall be binding upon and shall inure to the benefit of the heirs,
assigns, successors and personal representative of the Declarants, subject to the provisions
hereof.
2
• •
IN WITNESS WHEREOF, the Declarant has executed this Declaration as of the day and year
first above set forth.
STATE OF COLORADO
RYDEN RANCH EXEMPTION
By
C. FRANKLIN RYDEN
) ss.
COUNTY OF GARFIELD )
The foregoing instrument was acknowledged before me on this day of
, 2000, by C. Franklin Ryden of Ryden Ranch
WITNESS my hand and official seal:
My commission expires on:
Notary Public
3
J:\SDSKPROJ\2000\024\dwg\024-01.dwg
lk
TC::: -1/4 5EC. 34
3-1/4" ALUM CAP
(L5 1 ILLEGIBLE)
RYDEN EXEMPTION PLAT
A PARCEL OF LAND SITUATED IN THE E1/2SW1/4
GD THE E TATE1 4F OCFLSECTON 34, T.5 S., R.92 W. OF THE 6th P.M.
COUNTY
Bravos' E
REBAR AND CAP
LS 09009
N00"04'59" E
88.80'
REBAR AND CAP
LS 127613
S 8'51'11' E 666.81'
f REBAR AND CAP
LS /19598 (SET)
EXISTING
FENCE
S 88'46'56' E / S 8806'05'
W-01/16 SEC. 34
3-1/4" ALUM CAP
LS / 10871
WELL SITE
ENLARGEMENT
TYPICAL
N 001512" W
II
II
II
II
II
I I
S Wry'CE E
EXISTING
FENCE
LOT 3
21.844 Ac.±
'' ` 40ADWAY
III
REBAR AND CAP
LS 119598 (SET)
W1/16 SEC. 34
3-1/4' ALUM CA
LS / 19598
3
r
z
5W SEC.34
BRASS CAP
L5 / 10732
1N15 O MUST CO ENE ANY LEM
P
z
15.0' ACCESS AND
UTILITY EASEMENT
N 8953'49"E 541.59' _
��N 89'37'04" W 663.44'
l
II
II
II
II
II
CENTER -
SECTION UNE
ROADWAY
i
_ BLDG
\� T B DG`
OU
�llll
Y/
/' EXI5TING
LOT 1 \\1)
_
FENCE /
21.705 Ac.7/ _J
HOUSE
1 +/ //
/1
//
449.49
CANAL
217.00 1
HEAD GATE
HEAD GATE
LOT 4
21.668 Ac.±
CMP
20.0' LIFE ACCESS
EASEMEN1�6717.50. E
u '4
N 89'37404' W
I1-REBAR AND CAP
LS /19596 (SET)
P.O.B. LOTS 3 AND 4
//
WELL ///
N 8953'49' E 601.61'
` ROADWAY
15.0' ACCESS AND
UTIUTY EASEMENT
40.0' ACCESS AND
UTIUTY EASEMENT
k(
N 4812'13' W
108.29'
POWER POLE (TYP.)
LOT 2
21003 Ac.±
OVERHEAD ELECT.
REBAR IND CAP
L5 /27613
S 0010709.86'
C1/4 SEC. 34
2-1/2" ALUM CAP
L5 / 10871
3
N
,I REBAR AND CAP
-
2mtl , 15 /19598 (SET)
662.88'
I`20.0' UPUTY (5MT.
I;IL
i LSB/13501 CAP
LS {FE
z 69411NCE40
509.66
659.66' " `4
EXISTING
ACCESS
-OVERHEAD ELECT.
NOTES:
1) BASIS OF BEARINGS FOR THIS SURVEY 15 A BEARING OF TRUE NORTH BASED ON
G.P.S. OBSERVATIONS YIELDING A BEARING OF N 00'32'01' W BETWEEN THE
SOUTHWEST CORNER OF SECTION 34, A BRASS CAP L.S. NO. 10732 IN PLACE AND
THE WEST QUARTER CORNER OF SAID SECTION 34, AN ALUMINUM CAP (NO.
ILLEGIBLE) IN PLACE.
2) THIS PROPERTY 15 SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, AD
EASEMENTS OF RECORD OR IN PLACE.
3) DATE OF SURVEY WAS MAY 16. 2000.
4) THIS MAP 15 BASED ON RECORDED DOCUMENTS AND CORNERS FOUND IN PLACE.
5) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT,
THEREFORE, EXCEPTIONS TO THE TITLE HAVE 800 BEEN RESEARCHED BY
HIGH COUNTRY ENGINEERING, INC.
6) ONE DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOG SHALL BE
REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY BOUNDARIES.
7) NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN AN
EXEMPTION. ONE NEW SOLID -FUEL BURNING STOVE AS DEFINED BY CRS 25-7-401,
ET SEIUNIT.
REGULATIONS PROMULGATED
EUWILL BE
ALLOWED IN
MN DWELLING *611.AL�LIG SWILLBE ALLOWED AN UNRESTRICTED
NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES.
LIALL GHTINGXWILL BEIOR DIRECTED WILL
MINIMUM TOWARDSTHEN INTERIORRY OF THE ALL EXTERIOR
EXCEPT THAT PROVISIONS MAY 8E MADE TO ALLOY FOR SAFETY LIGHTING THAT GOES
BEYOND THE PROPERTY BOUNDARIES.
REBAR AND CAP
L5 /19598 (5E1)
P.D.B. LOTS 1 AND 2
EXISTING
ACCESS
COUNTY ROAD 8233
89'43'02' W
150.00'
S 0001'34' W
171.03'
- 51/4 SEC. 34
2-1/2' ALUM CAP
L5 1 10871
REBAR AND CAP
L5 113501
GRAPHIC SCALE
o NO
9) NO FURTHER DIVISIONS BY EXEMPTION FROM THE DEFINITION OF SUBDIVISION WILL
BE ALLOWED.
10) COLORADO 15 A "RIGHT -TO -FARM' STATE PURSUANT TO CRS 35-3-101, ET SIO.,
LANDOWNERS, RESIDENTS, AND VISITORS MAST BE PREPARED TO ACCEPT THE
ACTIVITIES, SIGHTS, SOUNDS. AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL
OPERATIONS
RURALSC44900TER AND AL AND E HEALTHY RANCHING SECTOR. Y ASPECT OF LIVING IN A ALL MUSTTBEWITH A
PREPARED TO ENCOUNTER NOISES, 0008, LIGHTS, MUD, DUST, SMOKE, CHEMICALS.
MACHINERY ON PUBLIC ROADS. LIVESTOCK ON PUBLIC ROADS. STORAGE AND DISPOSAL
OF MANURE. AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL
FERTILIZERS, SOIL AMENDMENTS, HERBICIDES AND PESTICIDES. ANY ONE OR MORE
OF WHICH MAY NATURALLY OCCUR A5 A PART OF A LEGAL AND NON -NEGLIGENT
AGRICULTURAL OPERATION.
11) ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER
STATE LAW ANO COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES
AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AD PETS
OF USING ANDLMARINTAINING PRTY IN ACCORDNCE WITH ZOING AND ROPERTY. 9ESIDENTS AND LA DOWNERSOTHER ASPECTS
ARE
ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS
GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF
SUCH
COLORADO STATEIS 'A GUIDE TUNIVERSITYAL VEXTENSION OFFICE IN A SMALL IN GARFIELD
COUNTY.
1FOUNDATIONS ANDDUE TO RINDIVIDUAL SOILS SEWAGE DISPOSITATIONS ON AL SYSTEMS MAY 8OF THE 0 NECESSARY FOR RED
BUILDING PERMIT APPLICATIONS.
( IN 8857 )
1 iR ch = 200 fL
PROPERTY DESCRIPTION
LOT 1
A PARCEL OF LAND SITUATED IN THE 01/2581/4 SECTION 34. TOWNSHIP 5
SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
GARFIELD. STATE OF COLORADO; SAID PARCEL OF LAD BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
CM4ENCING AT THE SOUTHWEST CORNER OF SAID SECTION 34; THENCE
N 88'55'19" E 1978.73 FEET TO A POINT ON THE NORTHERLY RIGHT -0F -WAY OF
COUNTY ROAD NO. 233, A REBAR AD CAP L.S. 119598 SET THE POINT OF
BEG 14110: THENCE S 89'47'26' W ALONG SAID NORTHERLY RIGHT -0F -WAY
659.66 FEET TO A POINT ON THE WESTERLY LINE OF THE 01/25,11/4 OF SAID
SECTION 34, SAID POINT BEING A 3-1/4" ALUAINUA CAP L.S. /19598 SET FOR
THE WITNESS CORNER TO THE %E5T SIXTEENTH CORNER OF SECTION 34; THENCE
LEAVING SAID NORTHERLY RIGHT -0F -WAY N 00'15'12' W ALONG SAID
WESTERLY LINE 1432.68 FEET TO A REBAR AND CAP L.S. /19598 SET; THENCE
LEAVING SAID WESTERLY LINE 5 89'37'14' E 663.44 FEET TO A REBAR AND CAP
• I9596 SET; • ING; SAID PARCELTHENCE CONTAINING 1 1425.83 .NT OF
ING21.705ACRES, MORE 08 LESS.
PROPERTY DESCRIPTION
LOT 2
A PARCEL OF LAND SITUATED IN THE E1/2SW1/4 SECTION 34, TOWNSHIP 5
SOUTH, RANCE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
GARFIELD, STATE 00 COLORADO; SAID PARCEL OF LAND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 34; THENCE
N 68'55'19' E 1978.73 FEET TOA POINT ON THE NORTHERLY RIGHT -0F -WAY O
COUNTY ROAD D. 233, A REBAR AND CAP L.S. /19598 SET THE POINT OF
$F0IMNINC. THENCE N 00'06'11' W 1425.83 FEET TO A REBAR AND CAP 1.5.
/19598 SET; THENCE 5 89'37'04' E 707.88 FEET TO A POINT ON THE NORTH -SOUTH
CENTERLINE OF SAID SECTION 34. A REBAR AND CAP L.S. /19598 SET; THENCE
S 00'01'34' W 1247.77 FEET TO A REBAR AND CAP L.S. /13501 IN PLACE;
THENCE LEAVING SAID NORTH -SOUTH CENTERLINE S 89'43'02" W 150.00 FEET TO A
REBAR AND CAP L.S. 813501 IN PLACE; THENCE 5 00'01'34' W 171.03 FEET TO
A POINT ON THE NORTHERLY RIGHT -0F -WAY OF COUNTY ROAD O. 233 TO A
REBAR AND CAP L.S. 819598 SET; THENCE 5 89'47'26" W ALONG SAID NORTHERLY
RIGHT -0F -WAY 509.66 FEET TO THE POINT OF RF0INNINC. SAID PARCEL
CONTAINING 21.003 ACRES, MORE OR LESS.
PROPERTY DESCRIPTION
LOT 3
A PARCEL OF LAD SITUATED IN THE E1/25,11/4 AND THE 501/4NW1/4 OF
SECTION 34, TOWNSHIP 5 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL
BEING MORECOUNTY OF PARTICULARLYFDESCRIBEDTASOFOLLOWS SAID PARCEL OF LAD
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 34; THENCE
N 34.20'08' E 3498.48 FEET TO A POINT IN AN EXISTING FENCE, A REBAR AND
CAP L.S. /19598 SET, THE POINT OF BEGINNING; THENCE 5 00'06'11" E 1425.83
FEET TO A REBAR AND CAP L.S. /19598 SET; THENCE N 89'37'04' W 663.44 FEET
TO A POINT ON THE WESTERLY LINE OF THE 01/25,11/4 OF SAID 5EC110N 34, A
REBAR AND CAP L.S. /19598 5ET; THENCE N 00'15'12' W ALONG SAID
WESTERLY LINE 1345.96 FEET TO THE W -C SIXTEENTH CORNER OF SAID SECTION
34, A 2-1/2' ALUMINUM CAP L.S. /10871 IN PLACE; THENCE N 00'04'59" E
ALONG THE WESTERLY LINE OF THE 5E1/4NW1/4 OF SAID SECTION 34 A
DISTANCE OF 88.80 FEET TO A POINT IN AN EXISTING FENCE, A REBAR AND CAP
THE POINT3 OFN PLACE; BEGINNING; SACE S ID PARCEL CONTAINING 21.844 ACRES.LONG SAID FENCE 6MOREIFEET TO
(9
LESS.
p008081Y DESCRIPTION
LOT 4
A PARCEL OF LAD SITUATED IN THE 51/2561/4 AND THE 551/4NW1/4 OF
SECTION 34, TOWNSHIP 5 SOUTH. RANGE 92 WEST OF THE SIXTH PRINCIPAL
MERIDIAN. COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL OF LAND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 34; THENCE
N 34'20'06' E 3498.48 FEET TO A POINT IN AN EXISTING FENCE, A 90848 AND
• L.S.
FETHE ET; THENCE CONTINT OF INUINGNALONGESAIDSFENCE6'S6" E ALONG
5 8• 8'08'05" E 217.00 FEET TO A POINT ON THE NORTH -SOUTH CENTERLINE 08
SAID SECTION 34. A REBAR AND CAP L.S. 127613 IN PLACE; THENCE
S 00'07'59' W ALONG 5A10 CENTERLINE 109.86 FEET TO THE CENTER 1/4
CORNER OF SAID SECTION 34, A 2-1/2' ALUMINUM CAP L.S. 110871 IN PLACE;
THENCE CONTINUING ALONG SAID CENTERLINE 5 00'01'34" W 1303.64 FEET
TO A REBAR AND CAP L.S. /19598 SET; THENCE LEAVING SAID CENTERLINE
N 89'37'04" W 662.88 FEET TO A REBAR AND CAP L.S. /19598 SET; THENCE
N 00'06'11" W 1425.83 FEET TO THE POINT OF BEGINNING; SAID PARCEL
CONTAINING 21.668 ACRES, MORE OR LESS.
VICINITY MAP
SCALE: 1 2000'
SURVEYOR'S CFRTIFICATF
1. FRANK W. HARRINGTON, D0 HEREBY STATE THAT I AM A REGISTERED LAD
SURVEYOR LICENSED UNDER THE LAW5 OF THE STATE OF COLORADO, THAT
THIS PLAT 15 A TRUE, CORRECT AD COMPLETE PLAT OF THE RYDEN
EXEMPTION PLAT A5 LAID OUT, PLATTED AND SHOWN HEREON, THAT SUCH
PLAT WAS MA00 0804 AN ACCURATE SURVEY OF SAID PROPERTY 8Y ME AND
UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND
DIMENSIONS OF THE LOTS AND EASEMENTS OF SAID SUBDIVISION AS THE SAME
ARE STAKED UPON THE GROUD IN COMPLIANCE WITH APPLICABLE
REGULATIONS GOVERNING THE SUBDIVISION OF LAD.
IN W:T055 WHEREOF I HAVE SET MY HAD AND SEAL THIS DAY OF
A D 19
FRANK W. H 991440TOI, L.S. /19598
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF
SURVEYS, CALCULATIONS AND DRAFTING PURSUANT TO C.R.5., 38-51-101 ET SEQ.
GARFIELD COUNTY SURVEYOR
DATE
EXEMPTION CERTIFICATE
THIS PLAT APPROVED BY RESOLUTION OF THE BOARD OF COUNTY
COL41551GNER5 AT GARFIELD COUNTY. COLORADO THIS DAY
OF A 0 19_ IN FILING WITH THE CLERK AND
RECORDER OF GARFIELD COUNTY, SUCH APPROVAL IN O WAY IMPLIES
THAT THE INFORMATION SHOWN HEREIN 15 TRUE AND ACCURATE BUT
REGULATION THAT
UNDERGARFIELDL COUNTY AT IS E SUBDIVISION XEMPT FROM AREGULATIOONNND NOT SE AAT TO
THE TIME OF ITS FILING.
CHAIRMAN
WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.
ATT
COUNTYTESCLERK
0 FRK AND RECORDER'S CERTIFICATE
THIS PLAT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND
800010ER OF GARFIELD COUNTY, COLORADO AT O'CLOCK
. M., ON THE DAY OF 19 , AS RECEPTION
O.
CLERK AND RECORDER
"'DEPUTY
6-3
O
5
C
0
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PROJECT NC
2000024.01
SHEET 1
OF I
NOTES
RECEIPT D TE
RECEIVED FROM
ADDRESS
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FOR Ythrr> unipaivf 'ovA
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■.!■■
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21:55
6258627
•
ROAD AND BRIDGE
PAGE 01
District: II
Road: 233
Permit #: 242-00 D
GARFIELD COUNTY
APPLICATION F O R
DRIVEWAY PERMIT
Application Date 06-19-1999
I, C.FRANKLIN RYDEN (herein called "Applicant"), hereby requests
permission and authority from the Board of County Commissioners to construct
driveway approach(es) on the right-of-way of Garfield County Road Number 233
adjacent to Applicant's property located on the NORTH side of the road, a
distance of mile(s) from NORTH OF CR 233 for the purpose of
obtaining access to DRIVEWAY PERMIT
Applicant submits herewith for the consideration and approval
of the Board of County Commissioners, a sketch of the proposed instal-
lation showing all necessary specification detail including (1) front-
age of lot along road, (2) distance from centerline of road to
property line, (3) number of driveways requested, (4) width of pro-
posed driveway(s) and angle of approach, (5) distance from driveway
to road intersection, if any, (6) size and shape of area separating
driveways if more than one approach, and (7) setback distance of
building(s) and other structures or improvements.
GENERAL PROVISIONS
FIRST: The Applicant represents all parties in interest, and affirms
that the driveway approach(es) is to be constructed by him for the
bona fide purpose of securing access to his property and not for the
purpose of doing business or servicing vehicles on the road right-of-way.
SECOND: The Applicant shall furnish all labor and materials, perform
all work, and pay all costs in connection with the construction of the
driveway(s) and its appurtenances on the right-of-way. All work shall
be completed within 30 days of the Permit date.
THIRD: The type of construction shall be as designated and/or approved
by the Board of County Commissioners or their representative, and all
materials used shall be of satisfactory Quality and subject to inspec-
tion and approval of the Board of County Commissioners or their
representative.
FOURTH: The traveling public shall be protected during the instal-
lation with proper warning signs and signals and the Board of County
Commissioners and their duly appointed agents and employees shall be
held harmless against any action for personal injury or property
damage sustained by reason of the exercise of the Permit.
a
06/?7/2000 21:55
6258627
•
FIFTH: The Applicant shall assume responsibility for the removal or
clearance of snow, ice or sleet upon any portion of the driveway ap-
proach(es) even though deposited on the driveway(s) in the course of
the County snow removal operations,
SIXTH: In the event it becomes necessary to remove any right-of-way
fence, the posts on either side of the entrance shall be securely
braced before the fence is cut to prevent any slacking of the remain-
ing fence, and all posts and wire removed shall be turned over to the
District Road Supervisor of the Board of County Commissioners,
SEVENTH: No revisions or additions shall be made to the driveway(s)
or its appurtenances on the right-of-way without the written permis-
sion of the Board of County Commissioners,
EIGHTH: Provisions and specifications outlined herein shall apply on
all roads under the jurisdiction of the Board of County Commissioners
of Garfield County, Colorado, and the Specifications, set forth on the
attached hereof and incorporated herein as conditions hereof,
ROAD AND BRIDo
PAGE 02
SPECIAL C O N D I T I O N S
RESPONSIBLE FOR TWO YEARS FROM THE DATE OF COMPLETION
CULVERT SIZE DETERMINED BY FLOW OF WATER. GRAVEL BACK
MINIMUM OF 50 FEET.
In signing this application and upon receiving authorization and
Permission to install the driveway approach(es) described herein the
Applicant -signifies that he has read, understands and accepts the
foregoi, provisions/and conditions and agrees to construct the drive-
way(s) yin :. cordance with/the accompanying specification plan reviewed
and/$p ir. ed the Board of County Commissioners.
Witness
G
Signed:(,'
PERMIT GRANTED THIS DAY OF
PROVISIONS, SPECIFICATIONS, AND CONDITIONS STIPULAT
For Board of County Commissio rs
BY:
(Signature of(pplicant ),i
-,-/a266) 0/6/ t;
(Address)
(Telephone Number)
, SUBJECT TO THE
HEREIN.
f Garfield County, Colorado
. ,06/7/2000 21:55 6258627
•
ROAD AND BRIJ',
SPECIFICATIONS
PAGE 03
1, A driveway approach is understood to be that portion of the high-
way right-of-way between the pavement edge and the property line which
is designed and used for the interchange of traffic between the road-
way pavement and the abutting property,
2. At any intersection, a driveway shall be restricted for a suf-
ficient distance from the intersection to preserve the normal and safe
movement of traffic. (It is recommended for rural residence entrances
that a minimum intersection clearance of 50 feet be provided and for
rural commercial entrances a minimum of 100 feet be provided.)
3, All entrances and exits shall be so located and constructed that
vehicles approaching or using them will be able to obtain adequate
sight distance in both directions along the highway in order to maneuver
safely and without interfering with highway traffic.
4. The Applicant shall not be permitted to erect any sign or display
material, either fixed or movable, on or extending over any portion
of ttie highway right-of-way.
5, Generally, no more than one approach shall be allowed any parcel
or property the frontage of which is less than one hundred (100) feet,
Additional entrances or exits for parcels or property having a frontage
in excess of one hundred (100) feet shall be permitted only after
showing of actual convenience and necessity,
6, All driveways shall be so located that the flared portion adjacent
to the traveled way will not encroach upon adjoining property,
7. No commercial driveway shall have a width greater than thirty (30)
feet measured at right angles to the centerline of the driveway, except
as increased by permissible radii, No noncommercial driveway shall
have a width greater than twenty (20) feet measured at right angles to
the centerline of the driveway, except as increased by permissible radii.
8. The axis of an approach to the road may be at a right angle to the
centerline of the highway and of any angle between ninety (90) degrees
and sixty (60) degrees but shall not be less than sixty (60) degrees.
Adjustment will be made according to the type of traffic to be served
and other physical conditions.
9, The construction of parking or servicing areas on the highway
right-of-way is specifically prohibited, Off -the -road parking facil-
ities should be provided by commercial establishments for customers"
vehicles.
10, The grade of entrance and exit shall slope downward and away from
the road surface at the same rate as the normal shoulder slope and for
a distance equal to the width of the shoulder but in no case less than
twenty (20) feet from the pavement edge. Approach grades are restricted
to not more than 10 percent (10%).
11, All driveways and approaches shall be so constructed that they
shall not interfere with the drainage system of the street or highway.
The Applicant will be required to provide, at his own expense, drain-
age structures at entrances and exits which will become an integral
part of the existing drainage system. The dimensions of all drainage
structures must be approved by the Board of County Commissioners or
their representative prior to installation,
NOTE= This permit shall be made available at the site where and when work is
being done. A work sketch or drawing of the proposed driveway(s) must accompany
application. No permit will be issued without drawing, blueprint, or sketch,
06!57/2000 21:55 62586271
ROAD AND ERIS
<+> GARFIELD COUNTY ROAD 8. BRIDGE DEPARTMENT <4->
SPECIAL PROVISIONS FOR EXCAVATION OF ROAD SURFACE AND INSTALLATION
PERMIT #: 242-00 D
PAGE 04
INSPECTOR:
PERMITTEE: C.FRANKLIN RYDEN
SUB -CONTRACTOR:
1) ANY OVERSIZED MATERIAL (LARGER THAN 10 INCHES IN DIAMETER), THAT
IS NOT UTILIZED IN BACKFILL WILL BE HAULED OFF BY PERMITTEE. FURTHER,
ANY FROZEN MATERIAL WILL BE REMOVED FROM SITE BY PERMITTEE.
2) WHEN A PAVED OR CHIPPED SURFACE IS CUT, IT IS TO BE REPLACED WITH
A MINIMUM THREE INCH (3") HOTMIX ASPHALT PATCH. A TEMPORARY PATCH WITH
COLD MIX ASPHALT WOULD BE ALLOWED, WHICH WOULD BE REPLACED WITH HOTMIX
ASPHALT WHEN THE WEATHER OR AVAILABILITY OF MATERIALS ALLOWS THE WORK
TO BE COMPLETED. AN ASPHALT OR CHIPPED SURFACE CUT WOULD REQUIRE THE
ROAD TO BE STRAIGHT CUT AND SQUARED BY MEANS OF A PAVEMENT CUTTER OR
SAW. A CHIPPED SURFACE CUT WILL REQUIRE A SEAL COAT OF THE PATCH WHICH
WILL BE FULL WIDTH OR HALF WIDTH OF ROADWAY WHEN TRENCHES RUN WITH THE
ROAD. FOR TRENCHES ACROSS THE ROAD, THE EDGES OF THE SEAL COAT WILL
OVERLAP THE EXISTING EDGE. ALL SEALCOATS WILL OVERLAP EDGES BY A TWO
FOOT MINIMUM TO INSURE AN ADEQUATE SEAL OVER THE UNDISTURBED PORTION
OF THE ROADWAY IN THE VICINITY OF THE EXCAVATION. ASPHALT HOTMIX OR
COLD PATCHES WILL BE COMPLETED IN A MAXIMUM OF FIVE WORKING DAYS,
WEATHER PERMITTING.
3) WHEN POSSIBLE ALL INSTALLATIONS SHOULD AVOID THE TOP EDGE OF A FILL SLOPE,
4) INSTALLATIONS IN DRAINAGES SUBJECT TO FLASH FLOODING, WILL HAVE A MINIMUM
BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEAREST ABUTMENT, WINGWALL,
OR CULVERT.
5) INSTALLATIONS AT CULVERT CROSSINGS WILL BE BURIED BENEATH THE CULVERT
WITH A MINIMUM SEPARATION OF 18 INCHES BETWEEN INSTALLATION AND THE
BOTTOM OF THE CULVERT,
6) OPEN TRENCHES ADJACENT TO THE TRAVELED ROADWAY SHALL BE BACKFILLED
DAILY TO WITHIN 100- OF THE WORKING AREA OF THE TRENCH, AND SHALL BE
BARRICADED WITH WARNING DEVICES AFTER DARK. A 3 FT. HIGH ORANGE PLASTIC
FENCE WILL BE INSTALLED DAILY TO KEEP LIVESTOCK OUT OF THE OPEN TRENCH
AFTER HOURS.
7) IN AREAS BEING DISTURBED WHERE VEGETATION IS ESTABLISHED, RESEEDING WITH
A MIXTURE EITHER BY BROADCASTING, DRILLING, AND MULCHING WITH SEED MIXTURES
SUITABLE TO THE CLIMATIC CONDITIONS OR EXISTING VEGETATION WILL BE
PERFORMED. USE ONLY CERTIFIED WEED -FREE SEED. NOXIOUS WEED CONTROL
WILL BE ONGOING ALONG WITH REVEGETATION.
8) THE PERM TTEE SHOULD CHECK THE R -O -W OF SURROUNDING LANDOWNERS
T(E OTHER PERMITS ARE REQUIRED, I.E., BLM, FOREST SERVICE.
FOR GARFIELD COUNTY
BY
C.FRANKLIN RYDEN (PERMITTEE)
_ .06/27/2000 21:55
6258627
ROAD AND BRIDE PAGE 85
Garfield County
Tin RENO
Garfield County find and Badge Department
902 Taugbenbaogh Blvd., Suite 305-
Rifle,
05Rile, CO 91647
Phone- 970-4254601 Fax- 9.70.625-0623
Please remit for the following permit(s): Date of Issue 06-19-00
PERMIT(s) #: 242-00 0
Name: C.FRANKLIN RYDEN
Address: 4859 CR 233
City: RIFLE
Phone:
Bond Holder;
ST: CO ZIP: 81650
Utility Cut Permits -#"s: From: - To: - Total Utility .00
Driveway Permits -#"s: From: 242-00 To: 242-00 Total Driveway 15.00
Over Size Permits -Ws: From: - To: - Total Over Size .00
Over Weight Permits -#"s: From: - To: - Total Over Weight .00
Fax/Administration Charges: .00
Axle Charge(s):
TOTAL DUE -> -> 15.00
For G rfie� d County:
Please Permit #"s On Checkt /
Paid ? Yes --or No) Check #: U
,00