HomeMy WebLinkAbout1.0 ApplicationJOHN W. SAVAGE, P.C.201
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Bo
"x1926Ve RECEIVED SEP 1 4 2000
Rifle, CO 81650-1926
970-625-1470;mail:Savagefax: 625-0803net2 O . ` t,/
email: SavageJW@rof.net 1% v, �1'"
91 Pl
September 12, 2000
Ms. Kit Lyon, Senior Planner
Garfield County Building and Planning Dept.
109 8th St., Ste. 303
Glenwood Springs, CO 81601
Dear Kit:
Re: Tamburello North Exemption Amendment
Per your letter of 9/6/00 regarding the above referenced Petition, enclosed are the following:
Amended Petition (reduces lots requested to 3) and proof that Lot 1 has not been
further divided.
Amended Sketch Plan for 3 lots.
Copy of authorization letter from Tamburellos (original to follow)
Copies are being faxed, eight copies for substitution in the original application books to follow by
mail. Please advise if you need any additional information regarding this Petition.
Sincerely,
Sava
614,e7 "I k" -+
77E...NIA) he /4 u/iom. c�.
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GARFIELD COUNTY
Building and Planning Department
September 6, 2000
Mr. John W. Savage
Attorney at Law
P.O. Box 1926
Rifle, CO 81650
Re: Tamburello North Exemption request
Dear John:
Thank you for submitting an exemption application. The application has been deemed incomplete.
Please address the following issues (from Section 8:00 of the Garfield County Subdivision
Regulations):
8:42 The following supplemental information regarding the proposed exemption shall be
filed with the application:
A. Copy of the deed showing ownership in the applicant, or a letter from
the property owner(s), if other than the applicant;
K It shall be demonstrated that the parcel existed, as described on
January 1, 1973, or the parcel, as it exists presently, is one (1) of not
more than three (3) parcels created from a larger parcel, as it existed
on January 1, 1973; (It appears from the information submitted that
the parent parcel consisted of 94 acres. Please provide proof that no
other parcels have been created from the parent parcel.)
Thank you for your attention to these details. I look forward to working with you on this
application. Please do not hesitate to contact me in the event you have any questions.
Sincerely,
Kit Lyon
Senior Planner
Tel: 945-8212/Fax: 384-5004 109 8th Street, Suite 303 Glenwood Springs, CO 81601
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TAMBURELLO NORTH 16.2°
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VICINITY MAP I
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VICINITY MAP TAMBURELLO NORTH, TAMBURELLO NORTH.BMM (Datum: NAD27),
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Book 419 Page -
r.� 1........., r... e5 ,,. . lair . t, w71..1 8:1O..�,, A a, _ May 25, 1971 Pt Milt DER.
., 249849 B, Ella Stephens, nrri-rr.
• .2 49-93
B P e h \I.de'lbis . 20th day of M a
y in the year of our Lord
e,r.e thutwnd nine hundre.I rent seventy-one
between HAZEL formerly
1
Irt*
HAZEL
HAZEL GREEN and GEORGE D. GREEN
of the Count) td •nd titate of Cnk,rado; of the brat part, and
GEORGE D. GREEN and ARDIS A. GREEN
Garfield
Garfield _
of 'lie County of
•nd MLitt?. ref ('44orwlo, irl the .ee..nd part;
Witnasaett, "Mit the maid part ies..f the find part, fur and in c n eideration of the mutt! of
----Ten Dollars and other good and valuable consideration----JN)LI.ARR,
(r. the pert i.esuf the first pirrt in hand pard by the auud paru.•a of the ie and part, the re,eipt w1.-rt.d is Irre•by roo-
h---1 tort a. Ln•.wl..lct-d he ve �rnnr.+l !orcninad sold and nn.t.v.�l. and k• abe-..• presente do irrant. I.ar iin, ell,
^•r..•) and n..dtrm, untt. 1hr naid lrnrrit•n..f tl“ ,.mood part, not in tenuity 111 t..rnmun but Ill ;,111.1 L•harr.y, Ihrsun-.vur of
!Lulu, II,a sn-iGra and the heir- and a..:ien• ..f .u,h nunvivor forever, all tht b.11...drwrribed Int or J,arml of lurid
kr.o.t.-, lying alai I.•ink in the County .d Garfield and $rat,. C.d..railo, Lew it•
Parcel 1: •
All cf first party's interest in the following:
The SE;NE; and Lot 1 of"Section 2, Tp. 6 S., R, 93 W. of til . p M
containing 94 47'aci fie Sk;Srli-and:the SE SW: of1;Section 1 an.
thee .1and the NE;NW.. of Section 12. all in Tp. 4 S., R. 94 W. of
the 6th P.M., containing 160 acres, more or less; together with all
improvements thereon and and any and all ditch and water rights
npertaining thereto. __-----
Parcel .2: --.r.___.._..- All of first party's;interest in the oil, gas, minerals, and hydro-
carbons in or under the following property:
The NE:NE: of -Section 11, Tp. 6 S., R. 93 W. of the 6th P.M.
The SEINE: of Section 11, Tp. 6 S., R. 93 W. of the 6th P.M.
The NW:SE:, N:SW:, SW:NW: all in1'Section 1, Tp. 4 S., R. 94 W_, 6th
P.M., the SE:NW: and Lots ' and 4, Sec. 1, and Lot 1 ofSSec. 2, all
in Tp. 4 S., R. 94 W. 6th P.M., the S1/2SW: Sec. 36 and the SE;SE: Sec.
35, Tp. 3 S., R. 94 W., the SE:NE; Sec. 2, Tp. 4.5., R. 94 W., 6th
P.M., Garfield County, Colorado.
S
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Recorded •t _'j �'y ��[�/�T F„ _AUG_¢
Reception No. 3176LY-1 �! "- -- corder.
C. THIS DEED. !glade this '^ day oI , 19 p ,
JJ/` I
nf4, between George D. Green and Ardis A. Green
4 I
*CD.\\ Covnty of Garfield •nd State of Color.do, ofthe first p•rt, and
Kenneth M. Good Irrevocable Trust,
. ho.eleral.ddre,.,. 5680 South Syracuse Circle,
Suite 516, Englewood, Colorado 80111
o(th. County of Arapahoe ■nd State of
Colorado,o(the second part:
91-x 578 e,ci222
¢_
-tT'^T
WITNESSETH. That the,aid p•rtie So( the first part, for and in conside ration of TE{ DOLLARS and
other good and valuable consideration
to the said parties of the first part in hand paid by said part y of the second part, the receipt whereof is
hereby confessed and acknowledged. have granted• bargained. sold and conveyed, and by these present• do
grant, barrain. sell. convey and confirm, unto the sad party of the second part. CS/rAiricfnst.E2srs7rna for-
ever. all the following described lot 9 or par<etS of land. situate. lying and being in the
County of Garfield and State of Colorado, to wit:
See Exhibit A attached hereto and incorporated herein by this
reference,
alsoknown as street and number vacant land
TOGETHER u,tn all and singular the hereditaments and appurtenances therro belonging. or in anywise app.r
ta,n,ne. and the reversion and reversion.. remainder and remainders, rents. uaues and profits thereof. and all the
estate. richt. title, interest. claim and demand whatsoever of the said part ies of the first part, either ,n law or
equity. of. in and to the above bargained premises. with the hereditaments and appurtenance,.
TO HAVE AND TO HOLD the said prem,..s above harra.ned and described with the appurtenances, unto the
SL•CCe, Sor
said party of theecynd pare, iCs /,....n d agns forever. And the said part ies of the first p•rt,
Eietr
for thea sel vex / ne,r,. executor,. and adm,n,.irator. d.. covenant. grant, barren, and agree to and
ucc and
assi
with the said part V of the second put, iCs/7i,XY J ,gni, that at the tame of the en sealing and deliver y
of these pre,.nt,. they are welt se, sed of the prem,.:, abovevonveyed. as of good. sure. perfect. absolute and
,nde(e.,blr estate of inherit .nee. in law, .n fee simple. and have eoosl nrht. full power and authorit•y
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to grant. banes... sell and convey the same in manner and form .a aforesaid. and that the same are free and clear
from all former and other grants. barrams. sale,. liens. taxes. assessments and : es
mbra of whatever kind of
natur.soev:q except subject to those matters set forth onExhibit B
attached hereto and incorporated herein by this reference;
and th. sho,. h 50 CSS premises in the quiet and peaceable pos.esa,on o(the said party of the second part,
Les / MOOS and earns against alt and every person or persons lawfully claming or to <lain. the .hole or any part i
thereof. the sad p•rtle9 ofthe first part shall and ..Il WARRANT AND FOREVER DEFEND.
IN WITNESS WHEREOF. the sad part Sea of the first part have hereunto s<2beirhsnd a
IMAM= the day and Year first above wntten.
STATE OF COLORADO.
Count r.1 P. RC1 ea]
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The fore/mint m•trumenl ws. acknowledged before m. the 31- dar of f•{'Le�i,ag� � i
1 81 br George D. Green and Ardis A. Green r'� 1 �. _
x, romns...,on expire. 7e1 AtAttr1 1� . 1925 . w • r �r .•
Warr. m; I,. id .a.. 1 {
N. fax •ARJUOITT DOM—torrt.........., ate..._ ..../...1....„.... ,,,ai .......a ..._. r,,.., .r...e w
f
Georgeeen h (SEAL) !i
L) I
SEA
Ardis A ire,
(SEALS
1:�avlU7 jQ•.
A portion of Lot 4 and a portion of the SW1/4Nw1/4 of Section
1, Township 6 South, Range 93 West of the 6th P.M., all of
which is also described as Tracts 7, 8, 9, 24 and a portion
of Tract 10 as shown on Plat 1 of the Antlers Orchard
Development Company, as Reception No. 37488.
EXCEPTING therefrom that portion conveyed in Book 558 at Page
604.
ALSO Lot 1 and the SE1/4NE1/4 Section 2 of said Township 6
South, Range 93 West of the 6th P.M., said property being
more particularly described as follows:
Beginning at the West 1/4 Corner of said Section 1 also being
the Southwest corner of Tract 25 of the Antlers Orchard
Development Company;
thence N. 0°22'15' E 660.04 Feet along the West line of
the SW'1/=NW1/4 of Section 1 and cf the West line said Tract
25 to t'. Northwest Corner cf the SW1/4SW1/4N.;1/4 and of said
Trac_ 25;
thence N. 39°43'16' 5. 659.84 feet along the North Line of
the SW1/4SW1/42+'x;1/4 of Section 1 also of the North line of
Tact 25 to the Southwest corner of that oarrel described in
Book 55a at Page 604 in the records of Garfield County
Colorado, also being the Southwest corner of Tract 23 of the
Antlers Orchard Development Company;
thence N. 0°23'08" W. 850.03 feet along the West line of
that property described in said Book 558 at Page 604;.
thence N. 89°43'22" E. 659.62 feet along the North line of
that property described in Book 553 at ?age 604;
thence N. 0°24'02" W. 1539.85 feet along the East line of
Lot 4 of Section 1 also being along the East line of Tracts 7
and 10 of the Antlers Orchard Development Company to the
Northeast Corner of said Lot 4;
thence S. 89°53'08" W. 1318.42 feet along the North line of
Section 1 also being the North lines of Tracts 7 and 8 of
said Antlers Orchard Development Company to the Northwest
Cerner of Section 1;
thence S. 89°53'08" w. 1318.68 feet along the North line of
Section 2 to the Northwest Corner of Lot 1, Section 2;
thence S. 0°21'31" E. 3111.13 feet along the West Line of
Lot 1 and of the SE1/4NE1/4 of said Section 2 to the
Southwest Corner of the SE1/4NE1/4 of Section 2,
thence N. 89033'44' E. 1319.33 feet along the east/west
centerline of said Section 2 to the point of beginning.
County of Garfield.
State of Colorado.
_ ,, ., ,, , . ,,, ,, ,,t•F•at,sti,,t14),r,,,,,t4e.„4,thaiuslorliaokairuz5fmakazawt, sisaillawir,41414414faiagic: ;
' „: : .::.; ,....... • R d at—. LL.42..Lt___:i.:__....,c1,,,k_ _ ......m., .....`1 0.7-1985,.,.,-,:,..,...,,,,,,,:,.
' ..,. 0.
/: ecorder.
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6132 rtGE435
11 }Now ALI. MEN BY THESE PRESENTS. Thtj KENNETH M. GOOD IRREVOCABLE TROST
t, of the City and County of Denver , and State of Colorado, for the consideration of
Five Hundred lhousand D1.arb ($500,000.00)
in hand paid, hereby sell and convey to AL I3LtTM
whose legal address is 4155 East Jewell, #610, Denver, Colorado 80222
of the
City and County of Denver , and the State of Colorado,
he following real property, situate in the County of
(.0101' t1") t:
GARF
JAN U 7198S»:,
State D
ti
ij
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Garfield and Stat ce of
See attached Exhibit A, which is incorporated herein by this reference,
wit h all its appurtenances.
also known as stre,..t and number
ot- AA/—
Signed and deli vered.t.14414-
ln t h presence of
Vacant Land
51s:1— flay or
December
, 1984
TR ST
KENNETH M. GC6D IRREV CABLE
Norman Brownstein,
I.
sTATE OF cOLORA DO,
county of
Denver
H.
J4s.
yrr ' , _77.- l-•
Thu f"regoitig. instrument WAN rm
p•k.wledgel before me( his /
day of December
••
1984 .1,Y Norman Brownstein as Trustee of the Kenneth M. Good Irrevocahle..Tro4;
My coinmissi Oilexpir
es .II ness my hand end off:cial seal. / ',4‘.. ------- „..s*C'
ttIV Cmiroi'''';..+0 i'xtrcz4i Apia 2./ lik4 7-'7'
.0.' '',a: ;itS Zik - ' •{)3 1 70 \ i
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1,, .--- '.., ,_ C1,_ (..,_ ,,,,C- (f. 0 -, k,V.0)
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. • (1)
1 C) A
SEAL]
Trustee
f SEA LI
()1 6 :I •••••,,
EXHIBIT A
PARCEL 1
BOCK 662 rf 43 S
Tract 10 as shown on Plat 1 of the Antlers Orchard Development Company
as Reception No. 37488 end the SEINE} Section 2, Township 6 South'Range
93 West of the 6th P.M., Garfield County, Colorado
Excepting therefrom, those portions conveyed by documents recorded October
27, 1980 in Book 5f8 at page 604 as Document No. 308735 and recorded
October 20, 1983 in Book 637 at page 551 as Reception No. 346740.
TOGETHER WITH all improvements thereon, and together with all water and
water rights, ditch and ditch rights, reservoirs and reservoir rights
appurtenant to the above-described real property, including; but not limited
to, all appurtenant Silt Project water rights appurtenant to the above-
described real property, and together with all minerals and mineral rights
in, on, and under the above-described real property, easements and rights
of way appurtenant thereto, and other property rights which are situate
on, under, or appurtenant to the above-described real property and/or
owned or used by party of the first part in connection therewith.
PARCEL 2a:
A parcel of land situated in the ESE of Section 31, Township 5 South,
Range 92 West of the Sixth P.M., Garfield County, Colorado, being more
fully described as follows:
Beginning at a point on the East line of said Section 31, being S. 00°19'31"
E. 504.00 feet from a stone properly marked for the East Quarter Corner of
said Section 31;
thence from said point of beginning S. 00°19'31" E. 1257.51 feet along the
Easterly line of said Section 31;
thence S. 89`58'33" W. 1234.51 feet to a point 100.00 feet Easterly of the
West line of said E}SE}; .
thence N. 00°00'34" W. 439.92 feet;
thence N. 05°39'02" E. 545.47 feet;
thence N. 10°49'07" W. 277.88 feet;
thence N. 89°53'30" E. along a line parallel to the Northerly line of said
E}SE} 1225.90 feet to the point of beginning.
Continued . .
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Recorded at _ 1
Reception No.
.JUN
SPECIAL WARRANTY DEED
!' THIS DEED, Made this
between
AL BLUM
day of
•
May , 19 88 ,
of the
County of Arapahoe , State of Colorado, grantods), and
BOAS PROPERTIES, INC., a Colorado corporation,
whose legal address is 15310 Amberly Drive, Suite 300, Tampa,
Florida 33647
of the
fiil.lsborou 1) ,Florida
County of g , ;cute ofl`iAifxd6, grantee(s):
WEENF.SSETH, Thai the grantorls), for and in consideration of
valuable consideration
the receip and sufficiency of which is hereby acknowledged, ha S
bargain, tell, convey and contimt, unto the grantees),
if any, situate. lying and being in the
described as Hollows:
B3"K 755 py;t3O3.
GAR,'I,:LD —
JUN 2 100
State Doc. Fee
the sum of TEN DOLLARS and other good and
alifiticARS ,
granted, hargained, sold and conveyed, and by these presents do es grant,
heirs and assigns forever, all the real pmpeny, together with improvements,
County of Garfield , State of Colorado,
See Exhibit A attached hereto and incorporated herein by this
reference,
DEED IN LIEU — NO DOCUMENTARY FEE REQUIRED
also known by area ;rad number as: vacant land.
TOCICrnI:R with all and singular the hereditaments and appurtenances thereto belonging. or in anywise appertaining. and the reversion and
re•.•orstmns, remainder and remainder:., rents, issues and profits thereof; and all the estate, right, tide, interest, claim and demand whatsoever of the
gtanuortst, either in law or equity, of. in and to the above hargained premises. with the hereditaments and appurtenances;
TO HAVE AN,, TO HOLD the said premises above hargained and described with the appurtenances. unto the grantee(s), heirs and
assigns Iorever. The granlnrlsl, list sel heirs and personal representatives or successors, do es covenant and agree that
he shall a.td will WARRANT AND FOREVER DEPEND the above bargained premises in the quirt and peaceable possession of the grantee(s),
heirs and assigns. against all and every person or persons claiming the whole or any part thereof, hy, through or under the grantor(s), *
IN WITNESS WI IEREOF,, the grantor(s) ha g executed this deed on the date sele'v h a
*except subject to unpaid taxes
unci assessments, if any, and to
e 8 tt 4-e89c3 and tcneRcica,
if any.
STATE OF COLORADO
City and Countynf Denver
• The lbrcgning instrument was acknowledged be)c re me this
by AL BLUM.
AL
-f t•
My eonm,ssiun expires
L. f 7.-/-
day of May
Witness my hand and official seal.
4 sa„
5
EXHIBIT A
PARCEL 1
BOOK 755 PacE3O4
Tract 10 as shown on Plat 1 of the Antlers Orchard Development Company
'as Reception No. 37488 and the SE}NE1 Section 2, Township 6 South•Range
93 West of the 6th P.M., Garfield County, Colorado
Excepting therefrom those portions conveyed by documents recorded October
27, 1980 in Book 558 at page 604 as Document No. 308735 and recorded
October 20, 1983 in Book 637 at page 551 as Reception No. 346740.
TOGETHER WITH all improvements thereon, and together with all water and
water rights, ditch and ditch rights, reservoirs and reservoir rights
appurtenant to the above-descriued real property, including; but not limited
to, all appurtenant Silt Project water rights appurtenant to the above-
described real property, and together with all minerals and mineral rights
in, on, and under the above-described real property, easements and rights
of way appurtenant thereto, and other property rights which are situate
on, under, or appurtenant to the above-described real property and/or
owned or used by party of the first part in connection therewith.
PARCEL 2a:
A parcel of land situated in the E-SE1 of Section 31, Township 5 South,
Range 92 West of the Sixth P.M.', Garfield County, Colorado, being more
fully described as follows:
Beginning at a point on the East line of said Section 31, being S. 00°19'31"
E. 504.00 feet from a stone properly marked for the East Quarter Corner of
said Section 31; thence from said point of beginning S. 00°19'31" E. 1257.51 feet along the
Easterly line of said Section 31;
thence S. 89°58'33" W. 1234.51 feet to a point 100.00 feet Easterly of the
West line of said E}SE1;•
thence N. 00°00'34" W. 439.92 feet;
thence N. 05°39'02" E. 545.47 feet;
thence N. 10°49'07" W. 277.88 feet;
thence N. 89°53'30".E. along a line parallel to the Northerly line of said
ESE 1225.90 feet to the point of beginning.
Continued . .
Reeortfed at o'clock
Reception No.
I
SPECIAL WARRANTY DEED
THIS DEED, Made this 3rd
between
! BOAS PROPERTIES, INC.
I
' a corporation duly urganired and existing under and by virtue of the laws of the Stole of
Colorado , grantor, and
I] GREGORY J. TAMBURELLO AND ANNE E. TAMBURELLO
day or December , w 91 ,
who,elegoladdressi, 1743 — 210 Road Rifle, CO 81650
of 11,.
-0„,„,, „1 Garfield
State of Colorado, grantee,
[)Ef.i U6 1991
Stage Doc. Foe
WIl NESiF.1 II, Thai the grantor, for and in consideration of the sum or
---Six Thousand and no/100
DOLLARS
the tc . ,;,t and sufficicne s of which is hereby act, n,wlydeed, has granted, bargained, .old and conveyed, and by these presents does grant, bargain,
sell, convey and confirm, unlit the grantees. not in tenancy in common, but in joint tenancy, their heirs and assigns forever, all the real property,
legethcr with impoisemenis. if any, situate, lying and being in the --- ( aunty of Garfield
$rite of Colnradu. descrih: t as follows:
TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE 6TH P.M.
Section 2: SE1/4NE1/4
also known l y strict and number ar
7'ot; ;ri1Elt sslth :111 and singular the hereditaments and appurtenances thereto !elonging, or in anywise appertaining, and the reversion and
resersiuns. rennnntirr and remainders, rents, issues and profits thereof; and all the estate, right, title, interest. claim and demand whatsoever of the grantor,
either in law ,, cquus. ul, III apd 10 the above bargained premises, with the hereditaments and appurtenances:
1OAND I'')1101.1) the said !remises above bargained and described with the appurtenances, unto the grantees, their heirs and assigns linear.
I he grunto% liar usell, its s4:censors and ussigas, des covenant and agree that it shall and will WARRANT AND FOREVER 1)1iFl,Nl) the above•
bargained premises in the quiet aril pitiwcalile possession ul the grantees. their helys and assigns, against all and every person fir persons claiming the
whole or any port theteof, by, through or under the grantor
IN Wt I NEss WHEREOF, The grantor has eauo,ed ir. corporate name In be hereunto subscribed by its
President, and its corlxnine seal to lie hereunto affixed,
above wr filen.
Attest
5,•,,, Ii„
STAT1 or/lWgriPVi rgi nia
county or ALBEMARLE COUNTY
The foregoing instrument was acknowledged before me this
by Kenneth M. ,,Gpod, Jr.
and
A/%/a/s/ the day and year first
BOAS PROPERTIES, INC.,
a Colorado corpor.tion
1)y
fir
ISA
Novtmbtr
,ii) 91
u, President
.r�c Secretary
I� ar BOAS P �ht`' .,40grtlt do flijsorado corporation
corporation,
l My enmmisalnp aapr qre''••6:2t:92%..J•. A .
p y,
, Witness pity xedl. —
r
Notary Public
•MITMENT FOR TITLE INSURA
SCHEDULE A
jJ7v�LWF
qJAN 9 U
.1 2000
FILE NO. 0001015
110
1. Effective Date: 29TH day of DECEMBER 1999, at 7:59 A.M.
2. Policy or Policies to be issued:
•
•
(a) ALTA OWNER POLICY (ALTA 10-17-92)
$TBD
Proposed Insured:
A PURCHASER TO BE DETERMINED
(b) ALTA LOAN POLICY (10-17-92)
Proposed Insured:
$
3. The estate or interest in the land described or referred to in the Commitment
and covered herein is Fee Simple and is at the effective date hereof vested in:
GREGORY J. TAMBURELLO AND ANNE E. TAMBURELLO
4. The land referred to in this Commitment is situated in the County of Garfield,
State of Colorado, and described as follows:
TOWNSHIP 6 SOUTH RANGE 93 WEST OF THE 6TH P.M.
SECTION 2: NE1/4SE1/4 (THE SOUTHERLY BOUNDARY BEING THE
CENTERLINE OF COUNTY ROAD NO. 210), SE1/4NE1/4 AND NW1/4SE1/4
COUNTERSIGNED.
TITLE CHARGES
OWNER'S POLICY $250.00
MINIMUM CHARGE
Authorized Officer or Agent
dlh
Valid Only if Schedule B and Cover Are Attached
American Land Title Association Commitment
Schedule A
(Rev'd 6-86)
ISSUING AGENT: Commonwealth Title Company
127 East 5th Street P. 0. Box 352
Rifle, Colorado 31650
EXHIBIT C
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FILE NO. 0001015
SCHEDULE B - SECTION I
The following are the requirements to be complied with:
1. Instrument creating the estate or interest to be insured must be
executed and filed for record, to wit:
a. Warranty Deed from Gregory J. Tamburello and Anne E.
Tamburello vesting fee simple title in a Purchaser to be
Determined.
2. Pay the full consideration to, or for the account of, the Grantors or
Mortgagors.
3. Pay all taxes, charges, assessments, levied and assessed against subject
premises, which are due and payable.
4. Satisfactory evidence should be had that improvements and/or repairs
alterations thereto are completed; that contractor, sub -contractor, Labor and
materialmen are all paid; and have release of record all liens or notice of
intent to perfect a lien for labor or material.
NM 6
American Land Title Association Commitment
Schedule B - Section 1 - Form 1004-5
•
FILE NO. 0001015
SCHEDULE B -SECTION 2
Schedule a of the Policy or Policies to be issued will contain exceptions to the following matters 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.
6. Pursuant to Senate Bill 91-14 (CRS 10-11-122) Notice is hereby given that:
a) The subject real property may be located in a special taxing district;
b) A certificate of taxes due listing each taxing jurisdiction shall 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: A Tax Certificate will be ordered from
the County Treasurer by the Company and the costs therefor charged to the
proposed insured unless written instructions to the contrary are received by the
Company prior to the issuance of the Title Policy anticipated by this commitment.
7. Any and all unpaid taxes, assessments and unredeemed tax sales.
8. Right of the proprietor of a vein or lode to extract and remove his
ore therefrom, should the same be found to penetrate or intersect
the premises hereby granted, and a right of way for ditches or
canals as constructed by the authority of the United States, as
contained in United States Patent of record.
9. Right of way for any existing irrigation ditches, laterals or
canals.
10. Reservation of an undivided one-half interest of any and all minerals
as reserved in deed recorded April 24, 1957 in Book 300 at Page 75,
and any and all interests therein or assignments thereof.
(Continued on page 2)
NOTE: EXCEPTION(S) WILL NOT APPEAR IN
THE MORTGAGE POLICY TO BE ISSUED HEREUNDER
The Owner's Policy of Title Insurance committed for in this Commitment, if any, shall contain, in addition to the
Items set forth in Schedule B - Section 2, the following items:
(1) The Deed of Trust, if any, required under Schedule B - Section I, Items (b).(2) Unpatented mining claims;
reservations or exceptions in patents or in Acts authorizing the issuance thereof. (3) any and all unpaid taxes,
assessments and unredeemed tax sales.
American Land Title Association Commitment
Schedule 8 - Section 2
Form 1004-12
•
•
•
FILE NO. 0001015
SCHEDULE B - SECTION 2
CONTINUED
11. Perpetual easement and right of way granted to Colorado Ute Electric
Association, Inc., as described in agreement recorded October 30,
1962 in Book 345 at Page 201.
12. Undivided three-fourths interest in all mineral and mineral rights
as reserved in deed recorded May 19, 1965 in Book 366 at Page 138,
and any and all interests therein or assignments thereof.
13. Undivided three-fourths interest in all mineral and mineral rights
as reserved in deed recorded February 8, 1960 in Book 323 at Page
523.
14. Water line, ditch and storage tank easement reserved in deeds
recorded April 21, 1978 in Book 508 at Page 860 and 864, and in deed
recorded February 3, 1981 in Book 564 at Page 768.
15. Terms and conditions of cooperative agreement for damage prevention
fencing by and between Gregory J. Tamburello and Anne E. Tamburello
and the Division of Wildlife recorded January 16, 1997 in Book 1006
at Page 552.
16. Deed of Trust from Gregory J. Tamburello and Anne E. Tamburello to
the Public Trustee of Garfield County for the use of Sakson Mortgage
Group showing an original amount of $200,000.00, dated June 9, 1997
and recorded June 18, 1997 in Book 1022 at Page 753. NOTE: By
instrument recorded June 18, 1997 in Book 1022 at Page 761, said
Deed of Trust was assigned to WMC Mortgage Corp.
17. Deed of Trust from Gregory J. Tamburello and Anne E. Tamburello to
the Public Trustee of Garfield County for the use of Alpine Bank
showing an original amount of $126,873.13 dated January 28, 1999 and
recorded February 4, 1999 in Book 1113 at Page 219.
(page 2)
•
•
i •
INFORMATIONAL NOTES
This is to advise that COMMONWEALTH TITLE INSURANCE COMPANY makes
available to its prospective insured owners, in conjunction with their
COMMONWEALTH TITLE INSURANCE COMPANY policy covering a single family
residence, including a condominium or townhouse unit, protection
against mechanics' liens. This protection is not automatic nor given
in all cases, but is subject to the Company's underwriting
requirements, and does not cover those liens which arise out of work
contracted for or entered into at the request of the insured owner.
These underwriting requirements include, but may not be limited to,
the following:
1. Receipt by the Company of agreement(s) indemnifying it
for any loss resulting from its granting of lien
protection, executed by the seller, contractor or others
who might have incurred debts which could result in
mechanics' liens;
2. Information concerning the solvency and whereabouts of
the parties set forth in Item No. 1, possibly including
financial statements;
3. Evidence of payment of any bills which might have been
incurred for work done on the property, depending upon
the length of time elapsed since the last work was
completed and what remains to be done;
4. In the event of extensive recent constructions, whether
on all the improvements located upon the property or not,
additional items required may include: (a) the Company's
review of the owner's and/or builder's history relative
to construction projects previously completed or
presently under construction; (b) review of the
construction loan agreement if applicable; (c) review of
any performance or materialman's bonds concerning this
construction, if applicable; (d) payment of the
appropriate charge for mechanics' lien protection during
construction, if applicable.
This is also to advise that, pursuant to Regulation of the Colorado
Insurance Commissioner, every title entity shall be responsible for
all matters which appear of record prior to the time of recording, and
subsequent to the effective date of the commitment, whenever the title
entity conducts the closing and is responsible for recording or
filing of legal documents resulting from the transaction which was
closed. This does not include those matters created, suffered,
assumed or agreed to by the insured. The prospective insured is
advised to inquire of the closing entity as to whether it is an office
of COMMONWEALTH TITLE INSURANCE COMPANY or is an independent agent
which will be the responsible entity relative to the closing only.
•
•
•
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
TAMBURELLO NORTH (AMENDED)
APPLICANT: GREGORY J. TAMBURELLO and ANNE E. TAMBURELLO
LOCATION: T. 6 S., R. 93 W., 6TH P.M.: Section 2: SE1/4NE1/4
STREET ADDRESS: 1743 CR 210, Rifle, CO 81650
Pursuant to C.R.S. (1973) Section 30 -28 -101(10)(a) -(d) as amended, and the Subdivision
Regulations of Garfield County, Colorado, adopted April 23, 1984 Section 2:20.49, the
undersigned respectfully petitions the Board of County Commissioners of Garfield County,
Colorado, to exempt by Resolution the division of a greater than 35 +/- acre tract of land into
THREE tracts of approximately 10, 10, and 20 acres, from the definitions of "subdivision" and
"subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30 -28 -101(10)(a) -
(d) and the Garfield County Subdivision Regulations for the reasons stated below:
SUBMITTAL REQUIREMENTS:
An application which satisfies the review criteria must be submitted with all the
following information:
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;
Attached as Exhibit A, is a SKETCH PLAN of the TAMBURELLO NORTH
EXEMPTION.
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.
Attached as Exhibit B, is a portion of the "SILT" USGS Quad, showing the subject
property and vicinity.
C. Copy of the deed showing ownership by the applicant, or a letter from the property
owner(s) if other than the applicant; and
Attached as Exhibit C, is Title Commitment No. 0001015 (Note: Commitment
includes other lands owned by applicants)
•
•
TAMBURELLO NORTH EXEMPTIO•PLICATION (Amended) •
09/12/00; Page 2 of 3
D. Names and addresses of owners of record of land immediately adjoining and within
two hundred (200) feet of the proposed exemption, mineral owners and lessees of mineral
owners of record of the property to be exempted, and tenants of any structure proposed for
conversion; and
OWNER OF RECORD OF LAND ADJOINING AND WITHIN 200 FEET: See
Exhibit D attached
MINERAL OWNERS: Applicants own all mineral rights
MINERAL LESSEES: Mineral rights are unleased.
E. Evidence of the soil types and characteristics of each type;
Attached as Exhibit E, are excerpts from USDA/SCS Soil Survey of Rifle Area,
Colorado, showing the subject property with soil types identified and characteristics
of each soil type described.
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 fire district;
WATER SUPPLY: Lots 1, 2, and 3 will receive domestic water supply from an
exempt 35 acre well to be located adjacent to the lots in the NE1/4SE1/4 of Sec 2.
There are existing water wells in the NW1/4SW1/4 of Sec. 1 and the SE1/4SE1/4 of
Sec. 2 that produce more than 5 gallons per minute (See Exhibit F1). As an
alternative, one or more of the lots may be provided domestic water from a cistern
of at least 1000 gallons storage capacity.
SEWAGE DISPOSAL: Individual engineered ISD systems.
FIRE PROTECTION: This property is within the boundaries of the Rifle Fire
Protection District. Local irrigation ditches and adjacent ponds will provide water
for fire protection. Attached, as Exhibit F3, is a letter from Rifle Fire Protection
District regarding the fire protection plan for this proposal.
ACCESS: Access to these lots is via a private easement from CR 210 to the lots,
across other lands owned by applicants. Legal description of this 50' wide
easement, for ingress, egress, and utilities, will be included on the final Exemption
Plat.
UTILITIES: Public Service electrical power and US West telephone service are in
place in CR 210. There is no natural gas service or cable TV service in the area.
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; N/A
TAMBURELLO NORTH EXEMPTION APPLICATION (Amended)
09/12/00; Page 3 of 3
H. Narrative explaining why exemption is being requested;
Applicant is requesting an exemption from Garfield County Subdivision regulations
in order to create three additional rural residential homesites.
1. 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 (3) parcels created from a larger parcel
as it existed on January 1, 1973.
The SE1/4NE1/4 and Lot 1, constituted a separately described parcel of
approximately 94 acres, owned by Hazel Hume, was deeded on 5/20/71 (see Deed
recorded in Book 419, at page 312, Exhibit I.1) to George D. and Ardis Green.
The Greens held title to the SE1/4NE1/4 and Lot 1 until 1981, when deeded to Good
(Exhibit I.2).
Good separated the SE1/4NE1/4 and Lot 1 by convey the SE1/4NE1/4 to Blum
(Exhibit I.3), then to Boas Properties (Exhibit I.4) and then to Tamburellos in 1991
(Exhibit I.5). Lot 1 remains in tact, now owned by the Greens with other property
to the north and east.
The original 1/1/73 parcel consisting of Lot 1 and the SE1/4NE1/4 of Sec. 2 now
exists as two parcels: Lot 1: Tax Parcel No. 2177-02-1-00-288, owned by Gene
Mulvihill; and the SE1/4NW1/4: Tax Parcel No. 2177-02-1-00-271 (the subject
parcel) owned by applicants. (see excerpt from Assessor Map 2177 attached)
The SE1/4NE1/4 therefore qualifies for an exemption split into three lots, thereby
having only four lots out of the 94 acre parcel that existed as of 1/1/73.
J. A Three Hundred Dollar ($300.00) fee must be submitted with the application.
Enclosed.
John W. Savage, P.C.
By:. Date: Date: //
z ��)
Joh Savage �• 119946, Attorney for Ap i icant
20, ailroad A ./POB 1926; Rifle, CO 81650-1926
(970-625-1470/FAX: 625-0803)
•
• •
•
RECEIVE° AUG 2 9 26
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
APPLICANT: GREGORY J. TAMBURELLO and ANNE E. TA
LOCATION: T. 6 S., R. 93 W., 6TH P.M.: Section 2: SE1/4
STREET ADDRESS: 1743 CR 210, Rifle, CO 81650
/4
Pursuant to C.R.S. (1973) Section 30-28-101(10) (a) -(d) as amende• a . the Subdivision
Regulations of Garfield County, Colorado, adopted April 23, 1984 Section 2:20.49, the
undersigned respectfully petitions the Board of County Commissioners of Garfield County,
Colorado, to exempt by Resolution the division of a greater than 35 +/- acre tract of land into
FOUR tracts of approximately 10 acres each, more or less, from the definitions of "subdivision"
and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30 -28-
101(10)(a) -(d) and the Garfield County Subdivision Regulations for the reasons stated below:
SUBMITTAL REQUIREMENTS:
An application which satisfies the review criteria must be submitted with all the
following information:
A. Sketch map at a minimum scale of 1"=200' showing the legal lscription of the
property, dimension and area of Itll--lots or separate interests to be created, access to a public
right-of-way, and any proposed easements for drainage, irrigation, access'or utilities;
Attached as Exhibit A, is a SKETCH PLAN of the TAMBURELLO NORTH
EXEMPTION.
B. Vicinit}r ap 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.
Attached as Exhibit B, is a portion of the "SILT" USGS Quad, showing the subject
property and vicinity.
C. Copy of the deed showing ownership by the applicant, or a letter from the property
owner(s) if other than the applicant; and
Attached as Exhibit C, is Title Commitment No. 0001015 (Note: Commitment
includes other lands owned by applicants)
•
•
•
TAMBURELLO NORTH EXEMPTION PPLICATION •
08/15/00; Page 2 of 3
D. Names and addresses of owners of record of land immediately adjoining and within
two hundred (200) feet of the proposed exemption, mineral owners and lessees of mineral
owners of record of the property to be exempted, and tenants of any structure proposed for
conversion; and
OWNER OF RECORD OF LAND ADJOINING AND WITHIN 200 FEET: See
Exhibit D attached
MINERAL OWNERS: Applicants own all mineral rights
MINERAL LESSEES: Mineral rights are unleased.
E. Evidence of the soil types and characteristics of each type;
Attached as Exhibit E, are excerpts from USDA/SCS Soil Survey of Rifle Area,
Colorado, showing the subject property with soil types identified and characteristics
of each soil type described.
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 fire district;
WATER SUPPLY: Lots 1, 2, and 3 will receive domestic water supply from an
exempt 35 acre well to be located adjacent to the lots in the NE1/4SE1/4 of Sec 2.
There are existing water wells in the NW1/4SW1/4 of Sec. 1 and the SE1/4SE1/4 of
Sec. 2 that produce more than 5 gallons per minute (See Exhibit F1). The fourth lot
will be supplied from Tamburello Spring, First Enlargement (See Exhibit F2
Conditional Decree 94 CW 145). As an alternative, one or more of the lots may be
provided domestic water from a cistern of at least 1000 gallons storage capacity.
SEWAGE DISPOSAL: Individual engineered ISD systems.
FIRE PROTECTION: This property is within the boundaries of the Rifle Fire
Protection District. Local irrigation ditches and adjacent ponds will provide water
for fire protection. Attached, as Exhibit 0 is a letter from Rifle Fire Protection
District regarding the fire protection plan for this proposal.
ACCESS: Access to these lots is via a private easement from CR 210 to the lots,
across other lands owned by applicants. Legal description of this 50' wide
easement, for ingress, egress, and utilities, will be included on the final Exemption
Plat.
UTILITIES: Public Service electrical power and US West telephone service are in
place in CR 210. There is no natural gas service or cable TV service in the area.
• 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; N/A
•
•
TAMBURELLO NORTH EXEMPTION APPLICATION
08/15/00; Page 3 of 3
H. Narrative explaining why exemption is being requested;
Applicant is requesting an exemption from Garfield County Subdivision regulations
in order to create three additional rural residential homesites.
I. 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 (3) parcels created from a larger parcel
as it existed on January 1, 1973.
The SE1/4NE1/4, a separately described parcel owned by Hazel Hume, was deeded
on 5/20/71 (see Deed recorded in Book 419, at page 312, Exhibit I.1) to George D.
and Ardis Green. The Greens held title to the SE1/4NE1/4 until 1981, when deeded
to Good (Exhibit 1.2), then conveyed to Blum (Exhibit 1.3), then to Boas Properties
(Exhibit 1.4) and then to Tamburellos in 1991 (Exhibit I.5). Therefore this parcel
qualifies for exemption from the Subdivision Regulations of Garfield County.
J. A Three Hundred Dollar ($300.00) fee must be submitted with the application.
Enclosed.
• John W. Savage, P.C.
Bay. i
John f/ " ' avage #
201 ;7. ilroad Ave.
(970-625-1470/F4.X: 625-0803)
•
Date:
946, Attorney for Appli'ant
OB 1926; Rifle, CO 81650-1926
Form No.
GWS -25
APPLICANT
OFFICE OF TATATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Cerriennial Biat.w 1313 Shannon St., Denver, Colorado 802tV
(303) 8864581
SAM AZEEZ
% MELODY M.SSIH
STUVER a GEORGE
P 0 SOK 9070
RIFLE CO 81650
(970}625-1887
PERMIT TO CONSTRUCT A WELL
•
RECEIVED
MAR 24 '99
)50.47;; ASt1?lY'1CaS
LIC
WELL PERMIT NUMBER 0513214
D1V, 5 CNTY. 23 WD 39 DES, 6AS1N
MO
Lot: 1 Block; Filing;
Subdiv: AZEEZ EXEMPTION
APPROVED WELL LOCATION
GARFIELD COUNTY
SE 114 SE 1/4 Section 2
Twp 6 S RANGE 93 W 6th P.M.
DISTANCES FROM SECTION LINES
990 Ft, from South Section Line
990 Ft, from East Section, Une
ISSUANCE OF THIS PERMIT 00E9 NOT CONFER A WATER RIGHT
CONDt71ONS OF APPROVAL
1) Thio weal' shall be' used irr such a sway as ,tJ cause en matte o injury to existw'r' water rights. The issuance of the permit Coes
not assn se the 2rrlicant ,hat no irlrusy will er..cur t4 another nested water richt or preclude another owner of a vested water right
from seeking relief in a civil COuf1 aCtion.
2) The construction, of this w(i tie in ccimpliance with The Water Weil Construction Rules 2 CCSB 402.2, Lriess approval of a
variance has beGrr granted by the State 8,. rd of Ftaminsysof Wali Weil c nstruc)cn 1r3V4ilarion Contractors in
eccorda v e with, Rule 18.
3) Approved' pursuant to CR$' 37-90437 (2) faille construction at a weir, appropnacrng ground water tributary tv the Colorado Rive.,
as an at.aTnate print of drvmsicn to \t1e Avetwche Costal and Siphon, to the rendition ,hat the welt ;haft be operated only, wiles%
the Wes* Divide Water Cel ,Lsorva,ncy Districs'r substilile water supply plan, approved by the State Engineer, is in effect and when
a water ailotmenLcontractbetween the well owner and the West Divide Water Conservancy District for the release of replacement
water from Ruedl Reservoir is in effect, or under an approved plan for augmentation. WDWCD corrtract #981218SA#1(a).
4) The us% of groan! wateei #torn thl�a well ;:. 4imited t ordloa_sj hoissahold praises it side oc (1) single family dwelling, to
.'srtigat c r) Df tot.a+ore than fc004 st uare 'tem ,(0.14 of an acro,) of homegardens and lawns, and the watering et domestic animals.
Ail use of this well will be curtailed unless the water allotment contract or a piarl for augmentation is in effect. This well is to be
on a 12 acre tract described as lot 1 of the Azeaz (Garfield County) Exemption.
5) The max.mum sate shah coat exceed 15 GPM,
6) The annual of amount ct ground water to be appropriated shalt not exceed one (1) acre -hoot (325,850 gahons).
7) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions
must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
8) The weft shall be constructed riot mora than 200 feet from the location specified on this permit.
9) The owner shat -MAC thta-lvett in u tnnspiu,raus ptave with crve4c permit, nurnbec), and �aurt case numbes(s) as appropriate. The
owner s,,?ail tak.e ,wcessary met and pupc.autians to pre`;erve thane marir.iogs,
5.15.
APPROVED
TLC
Stnte Envnrar
Receipt No. 0439489A
.04 ')
DATE ISSUED ' ` ' i V EXPIRRAlt1ON DATE
2? G
AUG -28-00 03:23PM FROM -DI VISI0ATER RESOURCES
3038662223 - T-734 P.02/02 F-784
;..a
1 ,
/ WELL CONST TION ANU 1 k51 KtrUti 1
' STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
For Office Use only
t
WELL PERMIT NUMBER 657C -ill/
;::CEi��E
F2.
OWtaEE NAM(S) .5ca_ 75---r-
OCT 0.4.19
Marling Addlass —
City, St. Zp `,. ! Z‘,
N A; LI . ,-L5JUtrvtJ
3,. ;z � �u
Phone (C ) r 5'"
3.
WELL LOCATION AS DRILLED: 'S e 1 J4.t5,{r 1/4, Sec. --- Twp. 4.5 Range, °4
Dl AMCES FROM SEC. UNES:
ft. from 46146samSec. line. and it from 4jL Sec. fine. OR .
...-
SUBDIVISION: 4, e se. 7 LOT ( BLOCK FILING(UNIT)
STREET ADDRESS AT WELL LOCATION:
4
4.
�f
GROUND SURFACE ELEVATION ft. DRILLING METHOD
DATE COMPLETED - 9 ? . TOTAL DEPTH 9e, fr. DEPTH COMPLETED 9c, .
5.
.7°-_-/ -
GEOLOGIC LOG:
Depth Description of Material (Type. S"v -, Gator, Wow Location)
6. HOLE D[AM. (in.) From (ft) To tlt)
! a.7 °
. .. :: !/ .. ...v _
7 „ 9 ,
_i .
"d 51640,..0.1 F..-czi.t
7. PLAIN CASING
OD (in) Kind Wall Size From(ft) Tuft}
re 54, % e 4, 1 ,i,.,
.4 ,____,_
tr c NO 40 7
Slot PERF. CASING: Screen Size: '
� J , ,o
_I__ ,��e'
8. FILTER PACK
9. PACKER PLACEMENT:
Material
Type -
Size
Interval
Depth
10. GROUTING RECORD:
Material Amount Density Interval P m
REMARKS:
1-41-e 2,=L r to '4
,Gy--,
11
DISINFECTION: Type-- .. Amt Used
1 2
W 1 TEST DATA: D Check box i Test Data is submitted on Form No. GWS 39 Supplement Weft Test.
TESTING METHOD
Static Level ft Datefiime measured -fa , Production Rate -r) . gpm.
o .9-...7z
Pumping level a It. Datel'3irne measured 7- 77 — z, Test length (ht)
.y _ , 71
Remarks
_
L13.
COACTOR
.....—
tru
I have read the statements made herein and know the contents thereof, and tnatthey are e to my kaawledge. [Pursuant to Section 244404 (13)(e)
C.R.S.. the making of false -.-, -menrts N'iRrte constitutes perjury in the second degree and is punisttaflle as a class 1 tr saerneartor,1 �d
fi Q9 ��,4/-41.4,- Phone (72A #' �lit:, , NQJ.- s 9 .
Mallin! Address ----
_„
Name//Title type or print)Signa�tufr-
it/1:0 rf i�il/?.�,, `
Date
_M -
c
c
• •
•?,
DEC 18 199t1
•
•
DISTRICT COURT, WATER DIVISION NO. 5, COLORADO
Case No. 94 CW 145
RULING OF REFEREE
IN THE MATTER OF THE APPLICATION FOR SURFACE WATER RIGHTS, STORAGE
WATER RIGHTS, CHANGE OF WATER RIGHTS, AND PLAN FOR AUGMENTATION OF:
GREG J. TAMBURELLO and ANNE TAMBURELLO, in GARFIELD COUNTY.
The above -entitled Application was filed on June 30, 1994, and
was referred to the undersigned as Water Referee for Water Division
No. 5, State of Colorado, by the Water Judge of said Court in accor-
dance with Article 92 of Chapter 37, Colorado Revised Statutes 1973,
known as The Water Right Determination and Administration Act of
1969.
And the undersigned Referee having made such investigations as
are necessary to determine whether or not the statements in the Ap-
plication are true, and having become fully advised with respect to
the subject matter of the Application does hereby make the following
determination and Ruling as the Referee in this matter, to wit:
1. The statements in the Application are true except as noted
herein.
2. The names, address and telephone number of the Applicants
are: Greg J. and Anne Tamburello, 1743 County Road 210, Rifle,
Colorado 81650 (970-625-0612).
3. Timely statements of opposition were filed on behalf of
George D. and Ardis A. Green, Grand River Ditch Company, and the
State and Division Engineers for the State of Colorado. No further
statements of opposition have been filed and the time for filing such
statements has expired. The opposers and applicants have agreed to
the following Ruling.
4. Applicants have requested that the following claims be ap-
proved by the Court:
FIRST CLAIM
SURFACE WATER RIGHT
5. Name of structure: Tamburello Spring.
• •
Dist. Ct., D CO, Case No. 94 CW 145
Application o= Tz.urello; Ruling .:r Referee
Sober 30, 1998 Draft, Page 2 of 10.
•
•
6. Legal description of point of diversion:
A spring gathering point situated in the NW1/4SE1/4 of Sec-
tion 2, Township 6 South, Range 93 West of the 6th P.M.,
County of Garfield, State of Colorado. Said point being
more particularly described as follows: Commencing at the
southeast 1/16 corner of Section 2, an aluminum cap L.S.
No. 27925 found in place; thence N 41° 10'28" W 865.55 feet
to said gathering point, a concrete manhole in place.
7 Source: The source of the water is a spring, tributary to
an unnamed tributary (locally known and hereinafter referred to as
Green Draw), tributary to the Colorado River.
8. Date of Appropriation: May 1, 1923.
9. Amount claimed: 0.033 c.f.s., absolute.
10. Use: In-house domestic use in two single-family dwellings
and livestock watering (2 animals per residence).
SECOND CLAIM
SURFACE WATER RIGHT
11. Name of structure: Tamburello Spring, First Enlargement.
12. Legal description of point of diversion:
A spring gathering point situated in the NW1/4SE1/4 of Sec-
tion 2, Township 6 South, Range 93 West of the 6th P.M.,
County of Garfield, State of Colorado. Said point being
more particularly described as follows: Commencing at the
southeast 1/16 corner of Section 2, an aluminum cap L.S.
No. 27925 found in place; thence N 41° 10'28" W 865.55 feet
to said gathering point, a concrete manhole in place.
13. Source: The source of the water is a spring, tributary to
an unnamed tributary (locally known and hereinafter referred to as
Green Draw), tributary to the Colorado River.
14. Date of appropriation: March 31, 1994.
15. Amount claimed: 0.033 c.f.s., conditional.
16. Use: In-house domestic use in six single-family dwellings
and livestock watering (2 animals per residence).
THIRD CLAIM
STORAGE WATER RIGHT
17. Name of structure: Tamburello Pond No. 1.
• •
Dist. Ct., Div. 5, CO, Case No. 94 CW 145
Application of Tamburello; Ruling of Referee
•er
30, 1998 Draft, Page 3 of 10.
•
•
18. Legal description of place of storage:
The center of Tamburello Pond No. 1 is located at a point
1700 feet from the east section line and 1950 feet from the.
south section line of Section 2, Township 6 South, Range 93 West
of the 6th P.M.
Surface acres: 1.0 acre.
Said pond will be located "onstream", in Green Draw, and
upstream of the Lower Cactus Valley Ditch.
19. Source: The source of the water to fill Tamburello Pond
No. 1 is Green Draw, tributary to the Colorado River. Augmentation
credits from some of Applicants' water rights in the Lower Cactus
Valley Ditch will also be stored in this pond.
20. Date of Appropriation: March 31, 1994.
How appropriation was initiated: By field investigation,
intent to appropriate and staking of the approximate center of the
pond.
21. Amount claimed: 10.0 A.F., conditional.
22. Use: Piscatorial, livestock watering, and augmentation.
FOURTH CLAIM
STORAGE WATER RIGHT
23. Name of Structure: Tamburello Pond No. 2.
24. Legal description of place of storage:
The center of Tamburello Pond No. 2 is located at a point
1450 feet from the east section line and 2100 feet from the
south section line of Section 2, Township 6 South, Range 93 West
of the 6th P.M.
Surface acres: 0.5 Acre.
Said pond will be located "offstream" and above the Lower
Cactus Valley Ditch.
25. Source: The source of the water is Green Draw, tributary
to the Colorado River. Tamburello Pond No. 2 will only -be filled by
in -priority diversions from Green Draw and when this water right is
out of priority, diversions of water into this pond will cease, and
the water level in the pond will be allowed to fall in accordance
with evaporation losses.
• •
gist. Ct., Div. 5, CO, Case No. 94 CW 145
Application of Tamburello; Ruling of Referee
Eliber 30, 1998 Draft, Page 4 of 10.
•
•
26. Date of Appropriation: March 31, 1994.
How appropriation was initiated: By field investigation,
intent to appropriate and staking of the approximate center of said
pond.
27. Amount claimed: 5.0 A.F., conditional.
28. Use: Irrigation, piscatorial, and livestock watering.
PLAN FOR AUGMENTATION
29. Structures to be Augmented:
Tamburello Spring;
Tamburello Spring, First Enlargement; and
Tamburello Pond No. 1.
30. Uses to be augmented: Domestic in-house use in eight (8)
single-family dwellings, livestock watering and evaporation losses
from Tamburello Pond No. 1.
31. Specific Senior Water Rights to be Protected under Plan of
Augmentation:
(A) Green Spring and decreed water rights senior to Tambu-
rello Spring, Tamburello Spring, First Enlargement, and Tamburello
Pond No. 1, downstream on the Colorado River or its tributaries.
(B) In Water Court Case No. W-3914, Green Spring was
awarded 0.50 c.f.s., absolute for irrigation and livestock watering
purposes with an appropriation date of December 31, 1964. Green
Spring waters are measured at an existing flume located in Green Draw
upstream of the Lower Cactus Valley Ditch. The Lower Cactus Valley
Ditch is utilized as a carrier for said 0.50 c.f.s. The original
claimants and present owners are George D. and Ardis A. Green.
(C) Streams to be Protected: Green Draw; Colorado River
and its tributaries.
32. Water Rights to be Used for Augmentation:
(A) Tamburello Pond No. 1, awarded herein;
(B) 6.7297 acre feet per year out of the 0.576 c.f.s de-
livered to Applicants' headgate by virtue of Applicants' ownership of
3.99 shares in the Grand River Ditch Company which owns -the water
rights decreed to the Lower Cactus Valley Ditch.
(C) The headgate of the Lower Cactus Valley Ditch is situ-
ate on the northerly bank of the Grand River at a point whence the
1/4 ccrner between Sections 5 and 6, Township 6 South, Range 91 West
bears 47° West 3370 feet and being in Lot 7, Section 5 in said
Township.
-Dist. Ct.,
Applicatio
•ober 30
• •
CO, Case No. 94 CW 145
urello; Ruling of Referee
-aft, Page 5 of 10.
Applicants' headgate on the Lower Cactus Valley Ditch
is _ocated at the intersection of the east line of Sec. 2, T. 6 S.,
R. 93 W., 6th P.M. with the Lower Cactus Valley Ditch.
(D) On April 19, 1897, the Garfield County District Court
awarded the Lower Cactus Valley Ditch Priority No. 142B for 50 cubic
feet of water per second of time (c.f.s.) for irrigation purposes
with an appropriation date of September 24, 1888.
(E) The Grand River Ditch Company has a total of 270
shares.
33. Description of Plan for Augmentation:
(A) Domestic use is based on an occupancy of 3.5 persons
per dwelling, using 100 gallons per day per person and Livestock wa-
tering of 10 gallons per head per day, with an average of 2 head of
livestock per dwelling (8) totalling 16 head of livestock, or 160
gallons total water used for livestock watering. The return flow
from the septic tank and leach fields and livestock water for the
eight (8) units will be a 100% loss to Green Spring and equates to
2960 gallons per day which is 2.05 gallons per minute. When the
• Green Spring right is not receiving its full decreed 0.50 c.f.s., Ap-
plicants will deliver the 2.05 gallons per minute to the Green Draw
above the measuring device for Green Spring for discharge into the
Lower Cactus Valley Ditch. The full volume of any out -of -priority
diversions shall be replaced daily to the Green Spring water right.
(B) Applicants shall cease diversions from the Tamburello
Spring and Tamburello Spring, First Enlargement whenever the consump-
tive use water available to Applicants' out of their shares in the
Lower Cactus Valley Ditch or the water in storage in Tamburello Pond
No. 1 are insufficient to replace out -of -priority depletions associ-
ated with the diversion of water rights described in paragraph 29.
(C) If an administrative call is placed on the Colorado
River downstream of the confluence of Green Draw and the Colorado
River and Applicants' Tamburello Spring water rights are out -of -pri-
ority, Applicants shall make releases from the Tamburello Pond No. 1
in such amounts as may be necessary to replace all consumptive uses
per the following table. All such releases shall be made to Green
Draw, downstream of the Lower Cactus Valley Ditch.
(D) The 2.05 gpm will be delivered from Tamburello Pond
No. 1. Said pond will be filled utilizing in -priority diversions
from Green Draw and by pumping consumptive use credits from Appli-
cants' Lower Cactus Valley Ditch water rights, through the Tamburello
111 lateral ditch.
4(E). Annual augmentation requirements in acre feet for
replacement to Green Spring are 6.4327 A.F.
•Dist. Ct., Div. 5, CO, Case No. 94 CW 145
Application of Tamburello; Ruling of Referee
•ber 30, 1998 Draft, Page 6 of 10.
•
•
(F) For each historically irrigated acre that Applicants
dry -up below the -contour of the Lower Cactus Valley Ditch, they are
entitled to receive the following monthly consumptive use (C.U.)
credits. These credits will then be pumped into Tamburello Pond No.
1 for release into Green Draw to compensate for the water taken daily
from the Tamburello Springs and Tamburello Pond No. 1.
Month ACRE FOOT OF CONSUMPTIVE
USE CREDIT/ACRE DRIED UP
April 0.12
May 0.22
June 0.32
July 0.45
August 0.35
September 0.21
October 0.06
TOTAL
1.73 acre feet of consumptive use
credit for each acre dried
up.
Total consumptive use credits needed: 6.7297 A.F./I.73 CU
Credit/acre dry up = 3.89 acre dry up.
The 3.89 acre dry up will be made from the historically irri-
gated areas of the property, including roadways, house footprints,
and other non -irrigated areas. Any remaining dry -up required will be
taken along the easterly border of the property, under the Lower
Cactus Valley Ditch. Attached is a map showing, schematically, the
dry -up areas and the Tamburello Water System. Actual dry up areas
will be specifically identified when an absolute decree is applied
for. Dry up areas will be monumented to the satisfaction of the
Division Engineer.
The uses of the 6.7297 a.f. of Lower Cactus Valley Ditch water,
delivered to Applicants at their headgate on said ditch, is to be
changed to include use as augmentation water pursuant to the plan set
forth herein.
(G) In addition to augmenting Green Spring, Applicants
will also augment "calls" on the Colorado River from vested senior
water rights. A Colorado River "call" necessitates a ten percent
(10%) depletion factor utilizing septic tanks and leach fields. For
eight (8) units this equates to a monthly factor of 0.026 A.F. and a
monthly factor of 0.015 A.F. for livestock watering, for a total
monthly of 0.041 A.F. Delivery of these amounts shall be into Green
Draw, downstream of Lower Cactus Valley Ditch, tributary to the
Colorado River. Applicants' water rights in the Tamburello Spring
and Tamburello Pond No. 1 are expected to be in -priority, with re-
spect to Colorado River calls, during the non -irrigation season.
• •
'Dist. Ct.. v. 5, CO, Ca., 94 CW 145
Applicatic . of Tamburello; R4iing of Referee
',ober 3C 1998 Draft, Page 7 of 10.
•
•
(H) A 3.89 acre dry -up under the Lower Cactus Valley Ditch
will satisfy the consumptive use requirements for both the downstream
Colorado River depletions (10%) and the pumping requirements into
Tamburello Pond No. 1 for the benefit of replacements for Green
Spring (100%). Those credits and depletions are set forth on the at-
tached table titled "Tamburello Augmentation Plan Table, Division 5
Water Court Case No. 94CW145".
(I) Tamburello Pond No. 1 is to be constructed "on
stream" in Green Draw, water will be released to compensate Green
Spring for evaporation losses when Green Spring is not receiving its
full 0.50 c.f.s. Evaporation losses are as follows (net evaporation
losses are from SEO provided table):
MONTH
January
February
March
April
May
June
July
August
September
October
November
December
NET EVAPORATION EVAPORATION LOSSES
(INCHES) (A.F./surface acre of pond)
0.00
0.79
2.14
3.42
5.07
6.42
6.57
5.08
4.18
2.54
1 .24
0.00
0.0000
0.0658
0.1783
0.2850
0.4225
0.5350
0.5475
0.4233
0.3483
0.2116
0.1033
0.0000
TOTAL
37.45 inches 3.1206 A.F./surf. acre
NOTE: Tamburello Pond No. 2 is contemplated "offstream". Conse-
quently, at those times Tamburello Pond No. 2 is not in -priority to
fill, diversions to it will cease and it will evaporate without a
loss to Green Spring. The monthly distribution of evaporation losses
was provided by the Colorado State Engineer's Office.
(J) Applicants are the owners of 3.99 shares in the Grand
River Ditch Company entitling them to approximately 0.74 c.f.s. out
of the 50 c.f.s. decreed to the Lower Cactus Valley Ditch Priority
No. 142B. According to Soil Conservation Service maps, Applicants
have historically irrigated 19.2 acres. Taking into account the
standard ditch loss of 22%, per the by-laws of said Ditch Company,
the effective water available to Applicants at their headgate on the
Lower Cactus Valley Ditch is 0.576 c.f.s., when the full 50 c.f.s. is
available. Applicants will dedicate 6.7297 acre feet, or 0.15
c.f.s., of Lower Cactus Valley Ditch water, diverted at Applicants'
headgate, to the Augmentation Plan herein.
(K) Objectors, George D. Green and Ardis A. Green, entered
into a Stipulation and Agreement dated April 28, 1995, which has been
vacated.
Dist. Ct., Div. 5, CO, C No. 94 CW 145
A plication of Tambureli: -..,ling of Referee
ber 30, 1998 Draft, P. e 8 of 10.
•
•
(L) Applicants shall cease diversions from the Tamburello
Spring and Tamburello Spring, First Enlargement and Tamburello Pond
No. 1 whenever Green Spring is receiving less than 0.50 c.f.s. and
Applicants are not replacing 100% of the diversions from Tamburello
Spring and Tamburello Spring, First Enlargement, and Tamburello Pond
No. 1 to Green Draw above the measuring device for Green Spring.
FINDINGS AND RULING OF REFEREE
34. The Referee, having examined the information submitted by
the Applicants, and having completed the investigations necessary to
make a determination in this matter, does therefore conclude that the
above entitled Application should be granted and that the above-de-
scribed claims should be and hereby are approved as requested; SUB-
JECT, HOWEVER TO ALL EARLIER PRIORITY RIGHTS OF OTHERS, and to the
integration and tabulation by the Division Engineer of such priori-
ties and changes of rights in accordance with law.
35. Application for a Finding of Reasonable Diligence shall be
filed in the same month as the decree herein is entered every six (6)
years after the entry of the Decree herein so long as Applicants de-
sire to maintain the conditional water rights herein awarded, or un-
til a determination has been made that such conditional rights have
been made absolute by reason of the completion of the appropriations,
or are otherwise disposed of.
36. Provided it is operated in accordance with the terms and
conditions of this decree, the Plan for Augmentation described herein
will not injuriously affect the owner of or person entitled to use
water under a vested water right or a decreed conditional water
right, and the Plan for Augmentation is hereby granted and approved
in accordance with C.R.S. 1973, 37-92-305(3) and subject to the
Court's retained jurisdiction.
37. Pursuant to Section 37-92-305(8), 15 C.R.S. (1990), the
State Engineer shall curtail all out -of -priority diversions under the
water rights claimed in the Application, the depletions from which
are not replaced so as to prevent injury to senior vested water
rights.
38. Nothing herein shall relieve Applicants, or their succes-
sors and assigns, of any obligation to comply with the Articles and
By -Laws of the Grand River Ditch Company.
39. Pursuant to Paragraph 8 of Article 16 of the By -Laws of the
Grand River Ditch Company, Applicants agree to reimburse the Ditch
Company for all costs and reasonable attorney's fees incurred by the
Ditch Company in negotiation or litigation regarding this Applica-
tion.
• •
Dist. Ct., Div. Case No. 94 CW 145
Application of T,:.bure11o; Ruling of Referee
ober 30, 1998 Draft, Page 9 of 10.
•
•
40. If and when the Tamburello Spring serves more than one sep-
arately owned, single-family residence, Applicants agree to form a
homeowners association to administer and be responsible for Appli-
cants' obligations under the augmentation plan. The Declaration of
Covenants creating said homeowners association shall include a provi-
sion prohibiting the use of water from Tamburello Spring, Tamburello
Spring, First Enlargement and Tamburello Pond No. 1 for any
irrigation.
41. Use of 6.7297 acre feet, or 0.15 c.f.s., of Lower Cactus
Valley Ditch water diverted at Applicants' headgate shall be changed
from irrigation to augmentation purposes pursuant to this Ruling.
42. Applicants shall install such measuring devices, inlet and
outlet works and other control devises as deemed necessary by the Di-
vision Engineer and The Grand River Ditch Company to administer this
plan. Applicants shall be responsible for maintaining such records
of diversion and uses as may be required by the Division Engineer.
Said records shall be made available for inspection by any of the
parties hereto and the Division Engineer upon reasonable notice. The
Applicants shall also file an annual report with the Division Engi-
neer by November 15th each year summarizing diversion and replace-
ments made under the plan.
43. Applicants shall develop a monthly accounting form satis-
factory to the Division Engineer.
44. This plan shall not be effective until there is an adequate
amount of augmentation water, as determined by the Division Engineer,
stored in Tamburello Pond No. 1. Applicants shall notify the Divi-
sion Engineer of the pond construction and storage of auymentation
water.
45. The Court shall retain jurisdiction of the Application for
a period of five (5) years after all eight (8) of the proposed
dwellings referenced in the Application have been constructed and are
occupied. At such time as all eight (8) of the proposed dwellings
have been constructed and occupied, Applicants shall so notify the
Court and all parties to this proceeding in writing.
It is accordingly ORDERED that this Ruling shall be filed with
the Water Clerk subject to Judicial review.
Dist. Ct., Div. 5, CO, Case No. 94 CW 145
IIA lication.of Tamburello; Ruling of Referee
ber 30, 1998 Draft, Page 10 of 10.
11)
LE JAN l R 1999
It is further ORDERED that a copy of this Ruling shall be filed
with the appropriate Division Engineer and the State Engineer.
DATED this 17th day of December
, 1998.
.,00y of the foregeir o mailed to all BY T '•W' R
Counsel of record-N-Watej
=,referee, ---Div. E Qlneerz-and
State Engineer4Date 12/17/98 d
17f'n -ter Re ree
Deputy Clerk Neter Div. No.5 Water Division No. 5
Savage Davis State of Colorado
Houpt George
No protest was filed in this matter, and accordingly the fore-
going Ruling is confirmed and approved and is made the Judgment and
Decree of this Court. THE MONTH FOR FILING AN APPLICATION FOR A
FINDING OR REASONABLE DILIGENCE SHALL BE JANUARY 2005
DATED this //4 day of
• Cepy of the foragoinA§ mulled to all
Counsel of recordater/
Referee. ---Div. Engineer -+fie nd
State Engineer -'Date /v-?- 99
/yn
Deputy Clerk, Water Dlv. No. 6
Savage Davis
Houpt George
•
1 992_.
R JUDGE
•
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•
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Center
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1450
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--Green Spring Parshall Flume
•
Tamburello
•o Residence
SE1 I6th
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CR 210
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TAMBURELLO WAl'LR SYSTEM
94CW14 5
4/7/98
eadgate
SE cor. Sec. 2
•
RIFLE FIRE PROTECTION DISTRICT ---.
August 25, 2000
John W. Savage, P.C.
Post Office Box 1926
Rifle, Colorado 81650
Reference: Tamburello exemption
Mr. Savage,
The Rifle Fire Protection District has reviewed the proposed Tamburello exemptions
(North and West). The property is within the boundaries of the Rifle Fire Protection
District and fire suppression and emergency medical services are provided to the area by
the District. In order to assist the District in the providing of these services, we would
make the following recommendations:
1. Vegetation should be removed from near any structures in order to provide a safe
zone in the event of a wild land fire.
2. When constructing access roadways into the parcels, consideration should be
given to the weights and turning radius' of emergency apparatus to permit access
during adverse weather conditions.
3. Addresses of the individual properties are to be posted where the driveway
intersects the County Road and on the individual residences if shared driveways
are used. Letters are to be a minimum of 4 inches in height, 1 inch in width, and
contrast with background colors.
4. As stated in the petition, fire protection water is available from irrigation ditches
and ponds. The District would recommend the installation of a dry hydrant in the
pond to provide a year -around water supply for fire protection use.
As the time draws closer for construction of the structures, please contact the District for
final approval of the water supply. Thank you for your cooperation and feel free to
contact me if I can be of further assistance.
Sincerely,
Mike Morgan
District Chief
Telephone (970) 625-1243 • Fax (970) 625-2963
1850 Railroad Avenue • P.O. Box 1133 • Rifle, Colorado 81650
United States
Department of
Agriculture
Soil
Conservation
Service
•
In Cooperation with the
Colorado Agricultural
Experiment Station
•
Soil Survey of
Rifle Area,
Colorado
Parts of Garfield
and Mesa Counties
•
•
Taw, I'J ur-eilo Wor-i-L
%{ fu (it/ Sec, 2-
•
RIFLE AREA, COLORADO 5
underlain by and formed in material weathered from
Green River shale and Uinta sandstone. Annual precipi-
tation is about 20 inches, and average annual tempera-
ture is about 40 degrees F.
This map unit covers about 16 percent of the survey
area, or approximately 100,000 acres. The unit is about
30 percent Parachute soils, 30 percent Rhone soils, 20
percent Irigul soils, 15 percent Northwater soils, and 5
percent soils of minor extent.
Parachute soils are on ridges and mountainsides. They
are moderately deep and well drained. The surface layer
is loam, and the subsoil is loam that grades to extremely
channery loam. Bedrock is sandstone.
Rhone soils are on mountainsides. They are deep and
well drained. The surface layer is loam in the upper part
and sandy clay loam in the lower part. The substratum is
very channery sandy clay loam.
Irigul soils are on crests and sides of ridges. They are
shallow and well drained. The surface layer is channery
loam, and the substratum is extremely channery sandy
clay loam. Bedrock is sandstone.
This unit is used entirely for grazing and wildlife habi-
tat. It is poorly suited to other uses. It is grazed mainly
from early summer to early fall. This unit is well suited to
wildlife habitat. Deer, elk, mountain lion, grouse, rabbits,
and squirrels are common.
2. Rock outcrop-Torriorthents
Rock outcrop and moderately deep and shallow, well
drained, very steep and extremely steep soils on escarp-
ments and mountains
This map unit is in the northwestern part of the survey
area below the Roan Plateau from the escarpment
edges down to the toe slope. Average annual precipita-
tion is about 14 inches, and average annual temperature
is about 46 degrees F.
This map unit covers about 5 percent of the survey
area, or approximately 30,000 acres. This unit is about
45 percent Rock outcrop, 40 percent Torriorthents, and
15 percent soils of minor extent.
Rock outcrop is on the nearly vertical cliffs from the
rim of the Roan Plateau to the talus slopes below. It
consists of exposures of shale of the Green River For-
mation. This shale is locally known as "oil shale."
Torriorthents are on the colluvial slopes below the
Rock outcrop. They are moderately deep and shallow
and are well drained. They are clayey to loamy and
contain variable amounts of gravel, cobbles, and stones.
This unit is used primarily for grazing and wildlife habi-
tat, mainly on the toe slopes where browse plants and
some grasses grow. The deer and elk feed at the lower
elevations in winter. Sage grouse, mountain lion, rabbits,
and coyotes also find habitat on this unit. There has
been limited mining of "oil shale" from the Rock outcrop.
Commercial development is extremely limited.
3. Arvada-Torrifluvents-Heldt
Deep, well drained to somewhat poorly drained, nearly
level to gent/y sloping soils on benches, terraces, alluvial
fans, and flood plains
This map unit is in the central part of the survey area.
The soils formed in mixed alluvium. Average annual pre-
cipitation is about 13 inches, and average annual tem-
perature is about 48 degrees F.
This map unit covers about 6 percent of the survey
area, or approximately 41,000 acres. This unit is about
40 percent Arvada soils, 20 percent Torrifluvents, 20
percent Heldt soils, and 20 percent soils of minor extent.
Arvada soils are on benches, terraces, and fans. They
are deep, well drained, and alkali affected. The surface
layer is loam, the subsoil is strongly alkaline silty clay
loam, and the substratum is silty day loam.
Torrifluvents are on flood plains and low terraces.
They are deep and well drained to somewhat poorly
drained. They are sandy loam or loam stratified with
sand, gravel, or cobbles.
Heldt soils are on alluvial fans. They are deep and well
drained. The surface layer and subsoil are clay loam,
and the substratum is clay.
Minor in this unit are Nihill, Kim, and Olney soils.
These soils are deep and well drained.
This unit is used for irrigated crops, grazing, and wild-
life habitat. Most of the irrigated crops are on the Heldt
soils. The major crops are alfalfa, small grains, and irri-
gated pasture. The suitability of the Arvada soils for
irrigated crops is poor because of the strongly saline -
alkali condition and slow permeability. The suitability of
Torrifluvents for irrigation and most other uses is poor
because of flooding and a high water table. This unit has
poor suitability for community development because of
flooding, high shrink -swell potential, and salinity and
alkalinity. It has fair suitability for upland wildlife habitat.
Torrifluvents have fair suitability for wetland wildlife habi-
tat.
4. Torriorthents-Rock outcrop-Camborthids
Dominantly shallow to deep, well drained, steep to ex-
tremely steep soils, and Rock outcrop, on mountains,
fans, and ridges
This map unit is throughout the survey area. The soils
formed in sandstone and shale. Average annual precipi-
tation is about 14 inches, and average annual tempera-
ture is about 47 degrees F.
This map unit covers about 20 percent of the survey
area, or approximately 130,000 acres. This unit is about
50 percent Torriorthents, 20 percent Rock outcrop, 20
percent Camborthids, and 10 percent soils of minor
extent.
Torriorthents are on steep and very steep mountain-
sides and steep fans. They are shallow and moderately
- 6 SOIL SURVEY
•
deep and are well drained. They are clayey to loamy and
contain variable amounts of gravel, cobbles, and stones.
Rock outcrop is on steep and very steep mountain-
sides and escarpments. It is mostly sandstone and
shale.
Camborthids are on steep fans and mountainsides.
They are shallow to deep and are generally clayey to
loamy throughout.
Minor in this unit are Lazear, Dollard, and Ansari soils.
These soils are on steep mountainsides.
This unit is used almost entirely for wildlife habitat and
limited grazing. It is well suited to wildlife habitat and is
important winter feeding areas for deer and elk. Grouse,
mountain lion, rabbits, and coyotes also use these areas.
This unit is poorly suited to community development be-
cause of depth to rock, steep slopes, and Rock outcrop.
5. Potts-Ildefonso-Vale
Deep, well drained, gent/y sloping to steep soils on
mesas, alluvial fans, terraces, and benches
This map unit is in the central and south-central parts
of the survey area. The soils formed in loess caps over
gravelly material on mesas and in a mixture of basalt
and sandstone outwash. Average annual precipitation is
•
about 14 inches, and average annual temperature is
about 47 degrees F.
This map unit covers about 16 percent of the survey
area, or approximately 100,000 acres. This unit is about
40 percent Potts soils, 20 percent Ildefonso soils, 15
percent Vale soils, 10 percent Olney soils, and 15 per-
cent soils of minor extent.
Potts and Vale soils are,on mesas and gently sloping
fans. They are deep and well drained. The surface layer
is loam or silt loam, the subsoil is clay loam or silty clay
loam, and the substratum is loam and silt loam.
Ildefonso soils are on moderately sloping to steep
fans. They are deep and well drained. The surface layer
is stony loam, and the substratum is very stony loam.
Olney soils are on gently sloping fans.
Minor in this unit are Heldt and Pena soils, Torriorth-
ents, Camborthids, and Rock outcrop.
About 60 percent of this unit is used for dryfarmed and
irrigated crops. Most irrigated crops are hay and pasture.
A very small acreage is dryfarmed. The rest of the unit is
used for grazing and nonirrigated pasture. Wildlife such
as deer, elk, rabbits, grouse, and doves find food and
cover on this unit. Deer and elk use this unit as a prime
winter feeding area. A few pheasant and chukar live near
areas where cereal crops are grown.
6. Morval-Villa Grove
Deep, well drained, moderately sloping to moderately
•teep soils on mesas, mountainsides, and alluvial fans
This map unit is in the south-central and extreme east-
ern parts of the survey area. The soils formed in alluvium
and outwash derived from mixed basalt and sandstone
from mountainous areas. Average annual precipitation is
about 16 inches, and average annual temperature is
about 44 degrees F.
This map unit covers about 8 percent of the survey
area, or approximately 50,000 acres. The unit is about
15 percent Morval soils, 15 percent Villa Grove soils, 10
percent Tridefl soils, 10 percent Zoltay soils, and 50
percent soils of minor extent.
Morval soils are on moderately sloping mesas and
sides of valleys. They are deep and well drained. The
surface layer is loam, the subsoil is clay loam, and the
substratum is stony loam. -
Villa Grove soils are on mountainsides and fans. They
are deep and well drained. The surface layer is loam, the
subsoil is clay loam, and the substratum is loam.
Tridell soils are on strongly sloping to moderately
steep mesa sides and fans. They are deep and well
drained. The surface layer is stony loam, and the sub-
stratum is very stony loam. Zoltay soils are on moderate-
ly steep mountainsides and fans. They are deep and well
drained. The surface layer is loam, and the subsoil and
substratum are cobbly clay.
Minor in this unit are Ansari, Dollard, Detra, and Jerry
soils and Torriorthents, Camborthids, and Rock outcrop.
Nearly all of this unit is used for grazing and wildlife
habitat. It produces good stands of grasses, forbs, and
browse shrubs. This unit is used extensively by wildlife
and is a wintering area for deer and elk. Upland wildlife
such as grouse and dove also fine cover and food on
this unit. Nearly all of the soils in this unit are poorly
suited to community development. Steep slopes, stones,
and high shrink -swell potential are the main limitations.
7. Lazear-Cushman-Ascalon
Shallow to deep, well drained, moderately sloping to very
steep soils on mountains, mesa breaks, and alluvial fans
This map unit is in the central and north -central parts
of the survey area. The soils formed in material weath-
ered from sandstone, limestone, and shale and in mixed
alluvium. Average annual precipitation ranges from 12 to
15 inches, and average annual temperature is about 48
degrees F.
This map unit covers about 6 percent of the survey
area, or approximately 35,000 acres. The unit is about
30 percent Lazear soils, 30 percent Cushman soils, 15
percent Ascalon soils, and 25 percent soils of minor
extent.
Lazear soils are on moderately sloping to very steep
mountainsides and mesa breaks. They are shallow and
well drained. The surface layer is gravelly loam, and the
substratum is cobbly loam. Bedrock is sandstone.
Cushman soils are on moderately sloping to steep
mesa breaks and side slopes. They are moderately deep
and well drained. The surface layer is stony loam, the
•
26
Surface runoff is slow, and the erosion hazard is moder-
ate.
This soil is used mainly for crops, hay, and pasture.
Alfalfa, small grains, and grass or grass -legume mixtures
are grown.
This soil is irrigated by flooding or furrows. Sprinklers
are also suitable. Drop structures in ditches control water
and prevent excessive ditch erosion.
The native vegetation on this soil is mainly wheat -
grasses, needleandthread, and sagebrush.
When range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush improves the range. Seeding im-
proves range in poor condition. Crested wheatgrass,
western wheatgrass, and Russian wildrye are suitable for
seeding. Preparing a seedbed and drilling the seed are
good practices.
Cottontail rabbit, ground squirrel, and pheasant find
habitat on this soil.
Use of this soil for community development and as a
source of construction material is limited by low strength.
This soil is in capability subclasses Ille, irrigated, and
IVc, nonirrigated.
41—Kim loam, 6 to 12 percent slopes. This deep,
well drained, moderately sloping to rolling soil is on allu-
ff.vial fans and benches. Elevation ranges from 5,000 to
'6;000 feet. This soil formed in alluvium derived from
shale and sandstone. The average annual precipitation is
about 12 inches, the average annual air temperature is
about 48 degrees F, and the average frost -free period is
about 125 days.
Typically, the surface layer is yellowish brown or light
yellowish brown loam about 17 inches thick. The under-
lying material is light brownish gray loam to a depth of
60 inches. In places the underlying material is stratified
with fine sandy loam.
Included with this soil in mapping are small areas of
Arvada and Potts soils that have slopes of 6 to 12
percent. These areas make up 5 to 15 percent of the
map unit.
Permeability is moderate, and available water capacity
is high. Effective rooting depth is 60 inches or more.
Surface runoff is slow, and the erosion hazard is moder-
ate.
This soil is used mainly for crops, hay, and pasture.
Alfalfa, small grains, and grass or grass -legume mixtures
are grown.
- This soil is irrigated by flooding and furrows. Sprinklers
are also suitable. Drop structures in irrigation ditches
control water and prevent excessive ditch erosion. Keep-
ing the soil in hay or pasture at least three-fourths of the
time helps to control erosion.
The native vegetation on this soil is mainly wheat -
"'grass, needleandthread, and sagebrush.
SOIL SURVEY
When range condition deteriorates, forbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush improves the range. Seeding im-
proves range in poor condition. Crested wheatgrass,
western wheatgrass, and Russian wildrye are suitable for
seeding. Preparing a seedbed and drilling the seed are
good practices.
Cottontail rabbit, ground squirrel, and pheasant find
habitat on this soil.
Use of this soil for community development and as a
source of construction material is limited by low strength
and steep slopes.
This soil is in capability subclasses IVe, irrigated, and
Vle, nonirrigated.
42—Lamphier loam, 15 to 50 percent slopes. This
deep, well drained, steep soil is on fans and mountain-
sides. Elevation ranges from 7,500 to 10,000 feet. This
soil formed in residuum from sandstone and shale. The
average annual precipitation is about 21 inches, the
average annual air temperature is about 40 degrees F,
and the frost -free period is less than 75 days.
Typically, the surface layer is dark brown loam about
30 inches thick. The underlying material is reddish brown
and dark reddish brown loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Almy soils and Rock outcrop. The Almy soils are at
lower elevations. These areas make up 5 to 10 percent
of the map unit.
Permeability is moderate, and available water capacity
is high. Effective rooting depth is 60 inches or more.
Surface runoff is slow, and the erosion hazard is slight.
This soil is used mainly for grazing, wildlife habitat, and
recreation.
The native vegetation is aspen and an understory of
bromes, elk sedge, wildrye, wheatgrass, peavine, colum-
bine, snowberry, serviceberry, and chokecherry.
When the understory vegetation deteriorates, forbs,
shrubs, and Kentucky bluegrass increase. Properly man-
aging grazing maintains and improves the understory
vegetation.
This soil is suited to production of quaking aspen. It
can produce 4,050 cubic feet of wood per acre or 6,800
board feet of timber from a fully stocked, even -aged
stand of 80 -year-old trees. At the present there is no
commercial harvest of the aspen. Steep slopes affect
harvesting, and special attention is needed to reduce soil
loss during harvest.
Mule deer, elk, blue grouse, and snowshoe rabbit find
habitat on this soil.
Septic tank filter fields, community development, and
roads are limited by steep slopes. Surfacd runoff from
snowmelt increases the erosion hazard on cuts and fills.
Seeding reduces the erosion hazard. Roads can be de-
•
RIFLE AREA, COLORADO 37
66—Torriorthents-Camborthids-Rock outcrop com-
plex, steep. This broadly defined unit consists of ex-
posed sandstone and shale bedrock, loose stones, and
soils that are shallow to deep over sandstone and shale
bedrock and stony basaltic alluvium. This complex
occurs throughout the survey area. The soils and out-
crops are moderately steep to very steep. Slope ranges
from 15 to 70 percent.
Torriorthents make up about 45 percent of the com-
plex, Camborthids make up 20 percent, and Rock out-
crop 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 shallow to moderately deep. They
are generally clayey to loamy and contain variable
amounts of gravel, cobbles, and stones. The surface is
normally covered with stones weathered from the higher -
lying Rock outcrop. South of the Colorado River, basaltic
stones and cobbles are on the surface.
Camborthids are shallow to deep. They are generally
clayey to loamy and have slightly more clay in the sub-
soil than in the surface layer. The surface layer is Tight
colored. The profile is normally free of stones, but scat-
tered basalt stones, cobbles, and sandstone fragments
are on the surface.
The Rock outcrop is mainly Mesa Verde sandstone
and Wasatch shale. Some areas are covered with basal-
tic boulders and stones. Small areas of limestone out-
crops and exposed gypsum are in the eastern part of the
survey area.
Included in mapping are small, isolated areas of Ilde-
fonso, Lazear, Ansari, Begay, Heldt, and Dollard soils.
These intermittent areas make up 10 to 20 percent of
this map unit.
This complex is used for grazing, wildlife habitat, and
recreation.
The stones on the surface and the steep slopes make
this complex unsuitable for crops. Some areas can be
reseeded to pasture by broadcast seeding. Other plant-
ing methods are made difficult by the stones and slopes.
The native vegetation includes wheatgrasses, blue -
grasses, Indian ricegrass, needlegrasses, bitterbrush,
mountainmahogany, sagebrush, and an overstory of
pinyon and juniper.
The value of grazing is fair. The vegetation should be
managed to maintain wood production and limited graz-
ing. Selectively thinning the pinyon and juniper improves
grazing and provides firewood and posts. Steep slopes,
moderate to severe erosion hazard, and slow regrowth
of trees affect harvesting and management.
Most of this complex is a prime wintering area for
deer. Rabbits, coyofe, and a few elk also find food and
cover on this complex.
Building is limited by steep slopes and stoniness.
These limitations can be overcome by appropriate
design and construction.
This complex is in capability subclass Vile, nonirrigat-
ed.
67—Torriorthents-Rock outcrop complex, steep.
This broadly defined unit consists of exposed sandstone
and shale bedrock and stony soils that are shallow to
moderately deep over sandstone and shale and stony
basaltic alluvium. Areas of this complex occur throughout
the survey area. The soils and outcrops are moderately
steep to very steep. Slope ranges from 15 to 70 percent.
Torriorthents make up about 60 percent of this com-
plex, and Rock outcrop makes up 25 percent. The Tor-
riorthents are on foothills and mountainsides below the
Rock outcrop.
Torriorthents are generally clayey to loamy and con-
tain variable amounts of gravel, cobbles, and stones.
The surface is normally covered with stones weathered
from the higher -lying Rock outcrop. South of the Colora-
do River, stones and cobbles of basalt are on the sur-
face.
The Rock outcrop is mainly Mesa Verde sandstone
and Wasatch shale. Some areas are covered with basal-
tic boulders and stones. Small areas of limestone out-
crops and exposed gypsum are in the eastern part of the
survey area.
Included in mapping are small isolated areas of Ilde-
fonso, Lazear, Ansari, Gaynor, Tridell, and Nihill soils.
These intermittent areas make up 10 to 15 percent of
this map unit.
This complex is used for limited grazing, wildlife habi-
tat, and recreation.
Because of the stones on the surface, the Rock out-
crop, and the steep slope, this complex is unsuited to
crops.
The native vegetation includes wheatgrass, bluegrass,
Indian ricegrass, needlegrass, bitterbrush, sagebrush,
mountainmahogany and an overstory of pinyon and juni-
per.
The vegetation should be managed to maintain wood
production and limited grazing. Selectively thinning the
pinyon and juniper improves grazing and provides fire-
wood and posts. Steep slopes, moderate to severe ero-
sion hazard, and slow regrowth of trees affect harvesting
and management.
Most of this complex is a prime wintering area for
deer. Rabbits, coyote, and a few elk also find food and
cover on this complex.
Community development is limited by the Rock out-
crop, steep slopes, and stoniness. These limitations can
be overcome by appropriate design and construction.
This complex is in capability subclass Vile, nonirrigat-
ed.
68—Vale silt loam, 3 to 6 percent slopes. This deep,
well drained, gently sloping soil is on mesas, terraces,
and alluvial fans. Elevation ranges from 5,000 to 7,200
feet. This soil formed in calcareous eolian material. The
• •
RIFLE AREA, COLORADO 10 ;
•
TABLE 7. --BUILDING SITE DEVELOPMENT --Continued
Soil name and
map symbol
Shallow
excavations
Dwellings
without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
26*:
Rock outcrop.
27*.
Halaquepts
28, 29 ;Moderate: ;Severe: ;Severe: :Severe:
Heldt I too clayey. I shrink -swell, I shrink -swell, ' shrink -swell,
1 I low strength. I low strength. I low strength.
1 1
30 ;Moderate: 'Severe: ;Severe: :Severe:
Heldt I too clayey, I shrink -swell, I shrink -swell, ' slope,
1 slope. I low strength. I low strength. ; shrink -swell,
: 1 1 I low strength.
11
31 ;Severe: ;Severe: :Severe: ;Severe:
Heldt I slope, I slope, I slope, I slope,
I too clayey. I shrink -swell, I shrink -swell, I shrink -swell,
I low strength. I low strength. I low strength.
1
1 1 1 '
32 'Severe: ;Severe: ;Severe: ;Severe:
Holderness I slope. I slope, 1 slope, I slope,
Variant ; I shrink -swell, 1 shrink -swell, I shrink -swell,
I low strength. I low strength. 1 low strength.
1 1 1 1
33, 34 ;Severe: 'Severe: ;Severe: ;Severe:
Ildefonso I slope, : slope, I slope, 1 slope,
I large stones. I large stones. I large stones. ' large stones.
1 1 1
35*. 1 ;
•fonso :Severe: ;Severe: ;Severe:
11/1 I slope, I slope, I slope,
I large stones. ; large stones. I large stones.
1 1 ,
Lazear :Severe: ;Severe: ;Severe:
I depth to rock, I depth to rock, I depth to rock,
I slope. I slope. I slope.
1
1 1 '
36, 37 ;Severe: ;Severe: :Severe:
Irigul I slope, I slope, I slope,
I depth to rock. ; depth to rock. I depth to rock.
38*: ' 1
Irigul ;Severe: ;Severe: 'Severe:
I slope, I slope, I slope,
I depth to rock. I depth to rock. I depth to rock.
1 1 ,
Starman :Severe: ;Severe: ;Severe:
I slope, I slope, I slope,
I depth to rock. depth to rock. I depth to rock.
1 1
39 ;Severe: ;Severe: :Severe:
Jerry I slope. I shrink -swell, I slope,
1 I slope. I shrink -swell.
1 1
' 1
40 'Slight ;Moderate:
Kim ; I shrink -swell.
1
1 1
1 1
1 ;Moderate: 'Moderate:
Kim I slope. I shrink -swell,
I I slope:
1 1
1
1 1
42 ;Severe:' :Severe:
Lamphier I slope. I slope.
I I
•
See footnote at end of table.
;Severe:
I shrink -swell,
low strength.
Severe:
shrink -swell,
low strength.
:Severe:
I slope,
I shrink -swell,
low strength.
;Severe:
I slope,
I shrink -swell,
I low strength.
;Severe:
I slope,
I large stones.
Severe: ;Severe:
slope, 1 slope,
I large stones. I large stones.
I
;Severe: ;Severe:
I depth to rock, I depth to rock,
I slope. I slope.
, I
:Severe: ;Severe:
I slope, I slope,
I depth to rock. I depth to rock.
,
, 1
' I
;Severe: ;Severe:
I slope, I slope,
I depth to rock. I depth to rock.
, 1
;Severe: ;Severe:
I slope, I slope,
I depth to rock. I depth to rock.
,
'Severe: ;Severe:
I shrink -swell, ; shrink -swell,
I slope. I slope,
I low strength.
'1
;Moderate: :Moderate: 'Moderate:
I shrink -swell. I shrink -swell, I shrink -swell,
I slope. I low strength.
; I
;Moderate: ;Severe: ;Moderate:
I shrink -swell, I slope. I slope,
slope. ' I shrink -swell,
I low strength.
, 1
, , 1
;Severe: ;Severe: ;Severe:
I slope. ' slope. I slope.
• •
RIFLE AREA, COLORADO 107
TABLE 7. --BUILDING SITE DEVELOPMENT --Continued
Soil name and ; Shallow
map symbol i excavations
Dwellings
without
basements
Dwellings
with
basements
Small
commercial
buildings
Local roads
and streets
58*, 59*:
Potts
;Severe: :Severe:
I slope. I slope.
1 1
Ildefonso ;Severe: ;Severe:
I slope, I slope,
1 large stones. I large stones.
60, 61 ;Severe: ;Severe:
Rhone I slope. I slope.
, 1
I 1
2* I 1
1
Rock outcrop. 1 r
Torriorthents. I ;
; 1
63 ;Moderate: (Severe:
Silas I floods. I floods.
1 1
64 ;Severe: ;Severe:
Tanna I slope. I slope.
11
1 I
I1
I 1
65*. ,
Torrifluvents ! I
1
1
66*: I
Torriorthents. ; ;
;
r ^borthids. ; 1
1
1
1111 . K outcrop. ; ;
i I
•
67*:
Torriorthents.
Rock outcrop.
Severe:
slope.
Severe:
slope,
large stones.
Severe:
slope.
Severe:
floods.
Severe:
slope.
;Severe: ;Severe:
I slope. I slope.
1 1
I 1
!Severe: ;Severe:
; slope, I slope,
1 large stones. I large stones.
11
1 1
;Severe: !Severe:
I slope. ; slope.
1
1 1
11
1 1
I1
1 1
11
1 I
11
1 1
11
I 1
;Severe: ;Severe:
; floods. I floods.
1
1 1
;Severe: ;Severe:
I slope. I slope,
1 I low strength.
11
1 1
I1
1
I
I
1
1
1
1
1
1
1
1
68 ;Slight ;Slight ;Slight ;Moderate: ;Moderate:
Vale ; ; 1 1 slope. ; low strength.
; ; ;
69 ;Moderate: ;Moderate: ;Moderate: ;Severe: ;Moderate:
Vale ; slope. ! slope. ; slope.
1 1 1 ; slope. ; slope,
; low strength.
; 1 1 1 1
70 ;Severe: ;Severe: ;Severe: ;Severe: ;Severe:
Vale ; slope.1 slope. 1 slope. ; slope. 1 slope.
1
71*: ; ; ; 1
Villa Grove (Severe: ;Severe: ;Severe: ;Severe: ;Severe:
; slope. I slope. 1 slope. ; slope,
1 I slope. I low strength.
1 1
Zoltay ;Severe: ;Severe:;Severe: Severe: Severe:
slope. ; slope, ; slope, slope, slope,
1 I shrink -swell. I shrink -swell. shrink -swell. low strength,
1 shrink -swell.
1 1 1
1 1
72 ;Severe: ;Severe:_ ;Severe: ;Severe: ;Severe:
Wann ; wetness.I floods. ; floods, ; floods. ; floods,
1 I wetness. ; ; frost action.
1
1 I 1 1
! See description of the map unit for composition and behavior characteristics of the map unit.
• •
RIFLE AREA, COLORADO 111
TABLE 8. --SANITARY FACILITIES --Continued
Soil name and
map symbol
Septic tank
absorption
fields
1
Sewage lagoon ; Trench ; Area ; Daily cover
areas 1 sanitary ; sanitary ; for landfill
I landfill 1 landfill
; 1
;
;Severe: ;Severe: ;Poor:
slope. ; slope. ; slope.
; ; 1
1 I
;Slight ;Slight ;Good.
; 1 1
; ; 1
1
;Slight ;Moderate: ;Fair:
1 ; slope. ; slope.
1 1 1
; 1
;Severe: ;Severe: ;Poor:
; slope. ; slope. ; slope.
I I
,, 1
;Severe: ;Slight ;Poor:
too clayey. ; ; too clayey.
I I 1
I I
1 , 1
;Moderate: ;Slight ;Fair:
too clayey. 1 ; too clayey.
1 1 1
66 I
1 1 1
1 I I
I
;Moderate: ;Moderate: ;Fair:
; too clayey. ; slope. ; slope,
1 1 ; too clayey.
; I I
;Severe: ;Severe: ;Poor:
; seepage, ; slope, ; slope,
; large stones. ; seepage. ; large stones.
1 , 1
1 ;
;Severe: ;Severe: ;Poor:
; seepage. ; seepage. ; small stones.
I
I i
;Severe: ;Severe: ;Poor:
; seepage. ; slope, ; slope,
; seepage. ; small stones.
61
I , 1
;Severe: ;Severe: ;Poor:
; slope, ; slope. 1 slope.
; depth to rock. ; ;
1 I
I
;Slight ;Slight ;Fair:
; ; small stones.
1 I 1
1
, I
, I
1
;Slight ;Moderate: ;Fair:
1 ; slope. ; small stones,
1 1 1 ; slope.
1 ,
;Severe: ;Severe: ;Severe: ;Poor:
; slope, ; slope, ; slope, ; slope,
; depth to rock, ; depth to rock, ; seepage. ; small stones,
; seepage. ; seepage. ; ; area reclaim.
I 1
1 1 1 1
1 1 1 I
;Severe: ;Severe: ;Severe: ;Poor:
; slope, ; depth to rock, ; slope, ; slope,
; depth to rock, ; seepage. ; seepage. ; small stones,
; seepage. ; ; ; area reclaim.
1 1 1 I
;Severe: ;Severe: ;Moderate: ;Fair:
; slope. ; depth to rock. ; slope. 1 small stones,
6 1 1 ; thin layer,
; ; 1 ; slope.
1 I
; I 1
39 ;Severe: :Severe:
; percs slowly, ; slope.
; slope.
1
40 ;Moderate: ;Moderate:
; percs slowly. ; slope,
1 ; seepage.
1 I
;Moderate: ;Severe:
slope, ; slope.
percs slowly. ;
42 ;SeT ,;Severe:
Lamphier ; slope.
43 ;Severe:
Limon ; percs slowly,
; slope.
1
44 ;Moderate:
Morval ; percs slowly,
; slope..
1
45*:
Morval ;Moderate:
; percs slowly,
; slope.
Tridell ;Severe:
4111 ; slope,
; large stones.
1
1
1
1
46 ;Slight
Jerry
Kim
Nihill
47
Nihill
48
Northwater
49, 50
Olney
51
Olney
52
Parachute
53*:
Parachute
Rhone
•
1
;Severe:
; slope.
;Severe:
; slope,
; depth to rock.
1
;Moderate:
; percs slowly.
; slope.
;Moderate:
; slope.
;Severe:
; slope.
1
1
1
;Severe:
; slope.
;Severe:
; seepage,
; slope,
; large stones.
;Severe:
; seepage.
;Severe:
; slope,
; seepage.
;Severe:
; slope.
;
;Moderate:
; seepage,
; slope.
Moderate: ;Severe:
percs slowly, ; slope.
slope.
;Severe:
; slope,
1 depth to rock.
1
1
1
;Severe:
; slope,
; depth to rock.
;Severe:
; depth to rock.
1
1
See footnote at end of table.
•
•
112
• •
TABLE 8. --SANITARY FACILITIES --Continued
SOIL SURVEY
Soil name and
map symbol
Septic tank I Sewage lagoon i Trench ; Area
absorption ; areas ; sanitary ; sanitary
fields ; , landfill I landfill
Daily cover
for landfill
,
I,
' I
54, 55 ;Moderate: ;Moderate:
Potts ; percs slowly. I slope,
I I seepage.
56 ;Moderate: ;Severe:
Potts ; slope, I slope.
I percs slowly. ;
57*:
Potts ;Moderate: ;Severe:
; percs slowly. I slope.
Ildefonso ;Severe: ;Severe:
; slope, I slope,
; large stones. I seepage.
I
1 ,
58*:
Potts ;Severe: ;Severe:
I slope. I slope.
;
Ildefonso ;Severe: ;Severe:
; slope, I slope,
; large stones. ; seepage.
1
I ,
59*: '
I
Potts ;Severe: ;Severe:
I slope. I slope.
; ;
Ildefonso ;Severe: ;Severe:
I slope, I slope,
I large stones. ; seepage.
I 1
I ;
60 ;Severe: ;Severe:
Rhone ; depth to rock, I slope.
I slope. ;
; I
61 ;Severe: ;Severe:
Rhone 1 depth to rock, I slope.
I slope. ;
,
1 ,
62*: '
Rock outcrop.
I I
Torriorthents. ; ;
o ;
63 :Severe: ;Severe:
Silas I floods. I floods.
,
I ,
64 :Severe: ;Severe:
Tanna I depth to rock, I depth to rock,
; percs slowly, I slope.
I slope.
,
I ,
65*. .
Torrifluvents I ,
I,
I ,
66*: I 1
I
Torriorthents. ; ;
II
1 .
Camborthids. ; ;
I,
1 I
Rocir outcrop. I I
I I
I I
67*: / ;
I
Tor orthents. .
I,
I ,
Rock outcrop. ; I
See footnote at end of table.
I '
I
I I
;Sli ht '
g 'Slight ;Good.
' i
; ;
I ;
;Slight ;Moderate:
; slope.
; ;
;
;Slight ;Slight Good.
I ,
;
:Severe: ;Moderate:
; large stones. ; slope.
;
; I
I
;Moderate: ;Severe:
; slope. I slope.
; :
;Severe: ;Severe:
I large stones, I slope,
; seepage. I seepage.
I
;Severe: ;Severe:
I slope. I slope.
; ;
;Severe: ;Severe:
I slope, ; slope,
; large stones, I seepage.
; seepage. 1
;
;Severe: ;Severe:
depth to rock. ; slope.
I I
I ;
;Severe: :Severe:
I slope, I slope.
; depth to rock. ;
; ;
;
I
I
'
I
;
;Severe:
I floods.
;
;Severe:
; depth to rock,
I slope.
;Fair:
slope.
Poor:
large stones.
;Poor:
; slope.
;Poor:
I slope,
; large stones.
;Poor:
; slope.
;Poor:
; slope,
I large stones.
;Poor:
I slope.
Poor:
slope.
;Severe: ;Good.
I floods. .
; ;
;Severe: ;Poor:
; slope. I slope,
; ; thin layer,
; ; area reclaim.
•
• •
RIFLE AREA, COLORADO 117
TABLE 9. --CONSTRUCTION MATERIALS --Continued
Soil name and Roadfill I
map symbol 1
1
Sand
Gravel
Topsoil
39
Jerry
40
Kim
41
Kim
42
Lamphier
43
Limon
44
Morval
45*.
Morval
Tridell
46
Nihill
47
Nihill
48
Northwater
49, 5o
Olney
51
Olney
52
Parachute
53*:
Parachute
Rhone
See footnote at
;Poor:
I shrink -swell,
I slope,
I low strength.
;Fair:
I low strength.
:Fair:
low strength.
;Poor:
I slope.
:Poor:
; low strength,
I shrink -swell.
:Fair:
I low strength,
I shrink -swell,
I frost action.
:Fair:
{ low strength,
I shrink -swell,
I frost action.
;Poor:
I large
I i
:Unsuited ;Unsuited
: ;
; :
I I
;Unsuited :Unsuited
; ;
I I
:Unsuited ;Unsuited
: ;
I I
;Unsuited ;Unsuited
; :
: :
;Unsuited Unsuited
I ;
:Unsuited :Unsuited
; :
: ;
I I
;Unsuited ;Unsuited
{
: :
; :
: I
:Unsuited :Unsuited
stones. I
I I
Good :Unsuited :Unsuited
: :
I I
Fair: :Unsuited ;Unsuited
slope. : :
: ;
I I
:Unsuited :Unsuited
: :
: I
;Unsuited ;Unsuited
: :
{Unsuited Unsuited
; ;
: ;
:Unsuited :Unsuited
; :
; I.
:Unsuited :Unsuited
layer, { ,
reclaim. : {
I I
;Unsuited :Unsuited
; :
; :
;Poor:
I slope.
;Fair:
I low strength.
:Fair:
I low strength.
[Poor:
I slope,
I thin layer,
: area reclaim.
;Poor:
I thin
I area
(Fair:
I thin layer,
I low strength.
end of table.
:Poor:
I slope,
I too clayey,
; large stones.
:Good.
:Fair:
; slope.
:Poor:
I slope.
:Poor:
I too clayey.
Good.
:Fair:
I slope
:Poor:
I slope,
I large stones.
:Poor:
I small stones,
I area reclaim.
;Poor:
slope,
small stones,
area reclaim.
;Poor:
I slope.
:Fair:
1 small stones.
:Fair:
; small stones,
I slope.
:Poor:
I slope,
I area reclaim.
Poor:
slope,
I area reclaim.
:Fair:
1 slope,
I small stones.
•
118 SOIL SURVEY
TABLE 9. --CONSTRUCTION MATERIALS --Continued
Soil name and
map symbol
Roadfill
Sand
Gravel
I I
I
I I
1 1 I
1
54, 55 ;Fair: {Unsuited ;Unsuited {Fair:
Potts 1 low strength. { 1 { small stones.
1
1
56 {Fair: ;Unsuited ;Unsuited ;Fair:
Potts 1 low strength. 1 I
1 slope,
1 1 i 1 small stones.
1
57*: 1
, 1 1 1
1
Potts ;Fair: {Unsuited {Unsuited {Fair:
1 low strength. 1 1 1 small stones.
Ildefonso ;Poor: ;Unsuited
,Unsuited ,Poor:
large stones. ; 1 1 large stones.
' 1 1 I
58*: 1
1 1 I
Potts ;Fair: :Unsuited ;Unsuited ;Poor:
slope, 1 1 1 slope.
low strength. 1 1
I 1 1
1 i 1
Ildefonso ;Poor: ;Unsuited ;Unsuited ;Poor:
1 large stones. ! 1 1 slope,
1 1 1 1 large stones.
I 1 1
59*: 1 1 1 i
Potts ;Poor: ;Unsuited ;Unsuited ;Poor:
slope, 1 1 1 slope.
! 1 1 ;
Ildefonso ;Poor: ;Unsuited ;Unsuited ;Poor:
1 slope, i 1 1 slope,
large stones. 1 1 large stones.
1
60 ;Fair: ;Unsuited ;Unsuited ;Poor:
Rhone 1 slope, 1 1 1 slope.
thin layer, 1 1 I
low strength. ; 1 1
1
i
1
61 ;Poor: ;Unsuited ;Unsuited ;Poor:
Rhone 1 slope. 1 1 1 slope.
I I I I
62*: 1
: ! 1
Rock outcrop. 1 1 1
1
I 1 I I
Torriorthents. 1 I 1 I
1
63 ;Fair: :Unsuited :Unsuited !Good.
Silas 1 low strength. 1
!
•
122
TABLE 10. --WATER MANAGEMENT --Continued
SOIL SURVEY
Soil name and
map symbol
Pond
reservoir
areas
1 Embankments,
1 dikes, and
1
levees
' '
' I
I 1
33, 34 ;Seepage, ;Large stones ---;Slope, :Slope, ;Large stones, 1Slope,
Ildefonso 1 slope. 1 large stones. 1 large stones, 1 slope. 1 large stones,
1 1 droughty. ; ; droughty.
,
35r: 1
Ildefonso ;Seepage, 1
I slope. p, o e, ,Large stones, ;
Slope,
; large stones. 1 large stones, 1 slope. 1 large stones,
I ; ; droughty. ; 1 droughty.
1 1
Lazear Depth to rock, (Thin layer ;Depth to rock, ;Rooting depth, ;Depth to rock, ;Slope,
slope. {1 slope. 1 slope. 1 slope. 1 rooting depth.
36, 37 1Slope, 1Thin layer ;Depth to rock ;Slope, ;Depth to rock, ;Slope,
Irigul depth to rock. , 1 rooting depth,; slope. : rooting depth,
. 1 droughty. , 1 droughty.
, , ; ; ;
38*: I 1
Irigul 1Slope, ;Thin layer ;Depth to rock ;Slope, ;Depth to rock, Slope,
depth to rock. ; 1 rooting depth,: slope. rooting depth,
1 . ; 1 droughty. . droughty.
1I
Starman ;Slope, ;Thin layer ;Depth to rock 'Slope, p , ;Slope, Slope,
depth to rock.; ; 1 rooting depth.; depth to rock.; rooting depth.
' ' 1 1 I
39 ;Slope ;Hard to pack ---;Slope, ;Slope,. ;Slope, ;Slope,
Jerry ; ; 1 percs slowly. 1 percs slowly. 1 percs slowly. 1 percs slowly.
40 ;Slope, ;Piping ;Slope ;Slope ;Favorable '
im 1 seepage. ; I , Favorable.
I ;
I I ' I , ,
41 'Slope, :Piping ;Slope ;Slope ;Slope :Slope.
seepage. ; P
;
•i
42 Slope, ;Piping ;Slope ;Slope ;Slope 151ope.
Lamphier seepage. 1
;
1
43 :Slope 1Hard to pack ---;Peres slowly, Peres slowly, ;Peres slowly ---;Peres slowly.
Limn ; 'p. e. I
' I I 1
44 ;Slope, ;Favorable {Slope ;Erodes Basil
Morval 1 seepage. 1 , y, Erodes easily ,Erodes easily.
1 ; slope. 1 1
I
, , , I
45■: 1 , ,
:
Morval ;Slope, ;Favorable ;Slope ;Erodes easily, ,Erodes easily Erodes easily.
i ; slope. ; ;
Tridell ;Slope, ;Large stones, ;Slope, ;Slope, ;Slope, ;Slope,
1 seepage. 1 seepage. 1 large stones. 1 droughty, 1 large stones. droughty,
'. 1 large stones. 1 large stones.
1 I ;
46 ;Seepage ;Seepage ;Slope :Slope, ;Favorable :Droughty.
Nihill : 1 : 1 droughty. I ;
: :
47 ;Seepage,
s;Seepage ;Slope Slope, ;Slope :Slope,
Nihill i slope. i ;1 droughty. ; : droughty.
48 1 ' ; :
:Slope, ;Thin layer ;Slope ,Slope :Slope :Slope.
Northwater 1 seepage. 1 1 I
I 1 1
49 :Seepage ;Favorable ;Favorable ;Favorable ;Favorable :Favorable.
Olney : 1
1 1 1 1
50, 51
Olney Slope,
seepage. ;Favorable
:
,Slope
; Slope
1 ,Slope
; Slope.
,
1 1 :
52 Depth to rock, ;Thin layer ;Depth to rock, ;Slope, ;Depth to rock, ;Slope,
Parachute ; slope, I 1 slope. 1 droughty, 1 slope. 1 rooting depth,
seepage. , : 1 rooting depth.; 1 droughty.
, ,
Drainage 1 Irrigation
1 Terraces and
1 diversions
1
Grassed
waterways
•
See footnote at end of table.
RIFLE AREA, COLORADO
TABLE 10. --WATER MANAGEMENT --Continued
123
41, Soil name and
map symbol
Pond
reservoir
areas
I Embankments,
dikes, and
levees
I
Drainage I Irrigation
I Terraces and
diversions
1
{ Grassed
waterways
53*:
Parachute
Rhone
54, 55
Potts
56
Potts
57*:
Potts
Ildefonso
58*, 59*:
Potts
Ildefonso
;Depth to rock, :Thin layer ;Depth to rock, ;Slope, ;Depth to rock, ;Slope,
slope, ; ; slope. I droughty, I slope. ; rooting depth
seepage. ; ; I rooting depth.; I droughty.
1 I I 1 I I
I I I I I I
;Slope, ;Thin layer ;Slope, ;Slope, ;Slope, ;Slope,
depth to rock.; ; depth to rock.; rooting depth.; depth to rock.; rooting depth
I
1 1 1
;Seepage ;Piping ;Slope ;Slope, Erodes easily --;Erodes easily.
I erodes easily. 1
I I 1 ;
1 1
;Seepage ;Piping ;Slope ;Slope, ;Slope, ;Slope,
1 , I ; erodes easily.; erodes easily.; erodes easily
1 I
I ; ;
;Seepage ;Piping;Slope ;Slope, ;Erodes easily --;Erodes easily.
; ; ; I erodes easily.;
1 1 1 1 1
I I
;Seepage, ;Large stones ---;Slope, ;Slope, ;Large stones, ;Slope,
I slope. . I large stones. I large stones, { slope. I large stones,
1 1 , I droughty. { droughty.
1 ; ;
1 I
;Seepage
I (Piping
I ;Slope
I 1
;Seepage,
slope.
;Large
;
1
;Slope, ;Slope, Slope,
I erodes easily.; erodes easily.; erodes easily
I 1
stones ---;Slope, ;Slope, ;Large stones, ;Slope,
I large stones. I large stones, I slope. : large stones,
I droughty. 1 ; droughty.
60, 61 (Slope, :Thin layer
Rhone I depth to rock.;
I I
411162*:
1
Rock outcrop. ; ;
; 1
Torriorthents. ; :
;
63 ;Slope, ;Piping
Silas I seepage.
{ 1
64 {Slope, ;Thin layer
Tanna 1 depth to rock.:
;
; 1 ;
65*. I 1
Torrifluvents ; ;
1
1 I
66*: I I
Torriorthents. ; {
1I
, 1
Camborthids. 1 ;
1 :
Rock outcrop. 1 ; I
;
67*: ; ; 1
Torriorthents. ; ; {
1 I 1
Rock outcrop. I { :
I 1
1
I 1
68 ;Seepage :Piping {Favorable
Vale : ; 1
I I 1
69 lope, ;Piping ;Slope
Vale ; {Sseepage.
1
70 {Slope,
Vale ; seepage.
I
;Slope, ;Slope, ;Slope, :Slope,
{ depth to rock.; rooting depth.: depth to rock.: rooting deptt
I 1 1 :
1 1 I I
I I I I
I
{ I I
I
I I I
I I
:Slope, :Slope, Favorable :Favorable.
I floods. 1 floods. ; 1
; 1 : ;
:Slope, :Slope,,;Slope, :Slope,
I peres slowly, I percs slowl, I depth to rock,: erodes easil!
I depth to rock.; rooting depth.: peres slowly. I rooting dept
;
I
1
See footnote at end of table.
•
;Piping
1
;
;Favorable
1
I
(Slope
;Erodes easily Erodes easily
1 1
1
;Erodes easily,
: slope.
; 1 I
;Slope ;Slope ;Slope,
; erodes easily.
; I
Slope,
erodes easil.
;Slope,
I erodes easil
I I
•
• •
RIFLE AREA, COLORADO 127
TABLE 11. --RECREATIONAL DEVELOPMENT --Continued
1 $
Soil name and Camp areas I Picnic areas i Playgrounds ; Paths and trails
map symbol I !
I 1
27*. ; ; ;
Halaquepts 1 . i
; ; ;
•
•
•
RIFLE AREA, COLORADO 129
TABLE 11. --RECREATIONAL DEVELOPMENT --Continued
Soil name and Camp areas
map symbol
Picnic areas
I
I
Playgrounds ! Paths and trails
60
Rhone
61
Rhone
62*:
Rock outcrop.
Torriorthents.
63
Silas
64
Tanna
65*.
Torrifluvents
66*:
Torriorthents.
Camborthids.
Rock outcrop.
67*:
Torriorthents.
Rock outcrop.
1 I
1 1 1
i ! I
Severe: :Severe: ;Severe: ;Moderate:
slope. ; slope. I slope. I slope.
Severe: ;Severe: ;Severe: !Severe:
slope. 1 slope. I slope. I slope.
1 I 1
! 1 1
i 1
1 .
Severe: ;Slight ;Severe: ;Slight.
floods. 1 ; slope.
1
1 1 1
Severe: ;Severe: ;Severe: ;Severe:
slope. I slope. ' slope. I slope.
! !
1 I
1
I 1 I
68 ;Moderate: ;Moderate: ;Moderate:
Vale ; dusty. ; dusty. I slope,
! ; dusty.
!
69 ;Moderate: Moderate: ;Severe:
Vale ; slope, slope, I slope.
I dusty. dusty.
I
70 ;Severe: ;Severe: ;Severe:
Vale i slope. I slope. I slope.
! !
! !
71*: i .
Villa Grove ;Severe: ;Severe: ;Severe:
1 slope. ; slope. I slope.
!
Zoltay !Severe: ;Severe: !Severe:
slope. I slope. ; slope.
! !
72 !Severe: ;Moderate: !Moderate:
Wann I floods. I wetness. I floods,
wetness.
! I
Moderate:
dusty.
;Moderate:
I dusty.
!Moderate:
I slope,
I dusty.
Moderate:
slope.
;Moderate:
slope.
;Slight.
* See description of the map unit for composition and behavior characteristics of the map unit.
132
•
• •
TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued
SOIL SURVEY
1 Potential for habitat elements : Potential as habitat for --
Soil name and ;Grain ; !Wild ; ! ! ; ; ; Open- ; Wood- ; 1 Range -
map , , , I I 1 1 I I ;Wetland; g
map symbol , and ,Grasseslherba-,Hard- ,Conif-IShrubs,Wetland,Shallow, land , land ,Wetland, land
;seed I and I ceous! wood ! erous! (plants I water 1 wild- ; wild- I wild- I wild-
Icrops Ilegumeslplantsltrees rplants! { { areas ; life ; life ; life : life
1 I I 1 1 1 1 1 1 I 1 1
I
` I I I 1
I 1 1 1 1 I I I
40, 41 {Fair ' ' --- 1 --- I I 1
;Fair Fair ,Fair , , ,Fair ,Poor ,Ver Fair I
Kim i 1 , 1 1 ; { i Poor. { ; --- ;Vpoor. ;Fair.
1 1 11 1 1 1 I I I 1
1 1 1 1 1 1 I 1 1 1 1
`42 !Poor ;Poor !Good ; --- 1 --- (Fair ;Poor IVery (Fair i --- IVery 'Fair.
Lamphier ! ; ! ; ! { 1 I poor. 1 ; i poor. ;
1 1 1
43 ;Poor ;Poor !Fair ! --- ; --- !Fair !Poor !Very ;Poor ! --- ;Very (Fair.
Limon 1 1 1 1 • 1 ; I poor. ! ! !poor. {
1 1 1 1 1 1 1 1 1 1 • 1 1
I I 1 1 1 1 1 1 1 1 1 1
44 ;Fair !Good !Good ; --- 1 --- ;Fair !Poor !Poor !Good !Poor !Fair.
Morval 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1
45*: i ; { ; 1 ; i ; i ! ; ;
Morval (Fair !Good (Good { --- ; --- ;Fair ' ! !Poor '
Poor Poor Good ,Fair.
1 1 1 1 1 !Fair 1 I 1 ! I I
I I
Tridell !Very (Very ;Poor ; --- ; -__ !Very (Very ;Poor ; (Very ;Fair.
{ poor.; poor. ; i i 1 poor. ; poor. ; I I poor. 1
i ; 1 1 1 1 { 1 1 1 1 '
46 !Fair ;Good !Fair 1 --- 1 --- ;Fair ;Very (Very (Fair ; ;Very !Fair.
Nihil! ' '
1 1 1 1 1 1 ; poor. I poor..! 1 { poor. !
1 1 1 1 1 1 1 1 1 , 1 1
1 I 1 1 1 1 I 1 1 1 1 1
47 ;Poor, ;Fair !Fair i --- 1 --- !Fair ;Ver ' ' ' '
IVery ,Very ,Fair ,Very ,Fair.
Nihil! '
I { 1 1 I I , 1 1 1 I , I 1 I 1 I
poor. poor. I , , poor. ,
1
1
1 1 1 1
1 1
1 1 1 1 1 1 1 I
I 1 1 1 I I 1
48 ;Poor ;Poor ;Good ! --- 1 --- !Fair IVery !Very ;Fair ; !Very !Fair.
Northwater ; 1 ; , 1 1 I poor. ! poor. I ; I poor. 1
1 1 1 1 1 1 1 1 1 1 1 1
•1 1 I 1 -__ 1 --- I I 1 1 ! I 1Fair. 49, 50, 51 !Poor !Fair { ; !Fair ',Fair ,Poor ,Very ,Fair , ,Very
Olney 1 { I I I 1 I I poor. Ii poor.1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1
52 !Very ;Very ;Good 1 --- 1 --- Fair {Very Very ;Poor { Very !Fair.
Parachute I poor.! poor. ! ! 1 I poor. poor. ; ; poor. 1
1 1 1 1 1 I 1 1
53*: ! ; ! 1 1 ! { !
Parachute ;Poor ;Poor ;Good ; --- ! --- !Fair ;Very ;Very !Fair ! ;Very !Fair.
1 1 I , ; ; I poor. I poor. ; ! I poor. !
1 1 1
1 1 1 1 1 1 1 1 I 1 1 I
Rhone ;Poor !Poor,Good ; --- ! --- ;Fair !Very ;Very ;Fair ; ;Very !Good.
I ; ; 1
1 1 1 , poor. , poor. 1 1 1 poor. I
I 1 1 1 1 1 I I 1 1 1 1
1 I 1 1
54, 55, 56 ;Poor ;Poor ;Fair ; --- ; --- ;Fair !Very !Very !Poor I ;Very !Fair.
Potts 1 1 ; 1 1 I 1 poor. I poor. I ! I poor. I
1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 I 1
57*, 58*: 1 ! ! 1 1 1 ! i ; i i !
Potts !Poor !Poor ' ; --- ; --- ;Fair y ;Very ;Poor 1 !Very !Fair.
(Fair ,Ver
! ! ; I poor. I poor. I ! I poor. !
1 { 1 1 I I 1 11
Ildefonso ;Poor !Poor !Fair ; --- { !Fair ;Very !Very !Poor ; !Very ;Fair.
1 ; ! ! ! ! { poor. ! poor. { { { poor. I
59*: 1 1 1 1 ! ! ! 1 ! I
1 1 1
I 1 I I I 1 ! 1 1 I 1 {
Potts ;Poor !Poor ;Fair ; --- I !Fair !Very ;Very ;Poor ; ;Very :Fair.
1 ! ; i ! ; I poor. ! poor. { ; I poor. 1
I 1 1 1 1 1 1 1 1 1 1
I 1 1 1 1 I 1 I I 1 1 1
Ildefonso ;Very ;Very ;Fair 1 ---I 1 1
I I (Fair IVery (Very ,Poor , ,Very ,Faifr.
poor.! poor. I { I 1 : poor. ! poor. I ; I poor. : I
1 1 1 , 1 1 1 1 1 1 I
I I I I 1 1 1 1 I I 1 1
60 ;Poor ;Poor !Good ; --- ! !Fair !Very !Very Fair
'
(Very ,Good.
Rhone ; { ; , 1 ; I poor. I poor. ; 1 { poor. {
I1 1 1 1 1 1 1 1 1
I I I 1 1 1 I 1 1 { 1 I
61 ;Very ;Very !Good 1 --- ! !Fair !Very (Very ;Poor I ;Very ;Good.
Rhone ! poor.! poor. I 1 : ; I poor. I poor. 1 ; I poor. 1
1 1 1 1 1 1 I 1 1 1 1 ;
62*: 11 , 1 1 I 1 1 1 1 1
1 1 I 1 i I I 1 1 i 1 1
Rock outcrop. , . 1 { ' 1 1 1 1 1 1 1
4111 1 1 1 1 I 1 I
1 I 1 1 1 1 1 1 1 1 1 1
I I I I 1 1 1 1 1
Torriorthents. ; 1 1 ! ; i ! ! i i ! !
1 1 11 1 1 1 1 1 1 1 1 1
I 1 I 1 1
See footnote at end of table.
• •
RIFLE AREA, COLORADO
TABLE 12. --WILDLIFE HABITAT POTENTIALS --Continued
I Potential for habitat elements
Soil name and 'Grain 1 ;Wild I i I 1 1 I Open -
map symbol I and 1Grasses:herba-'Hard- ;Conif-:Shrubs:Wetland:Shallow; land
'seed ' and I ceous' wood : erous1 'plants ! water I wild -
;crops Ilegumes:plants:trees Ip1ants: i ' areas ' life
1 I 1 I 11 1 1
1 I 1 1 1 I 1 1
63 :Poor 'Poor :Good I' :Good 'Poor (Very 'Poor
Silas ! 1 1 1 1 1 1 I poor. I
1 1 1
1 1
64 'Poor 'Fair ;Fair ' ' --- :Fair 'Very 'Very ;Fair
Tanna : : : : 1 I poor. I poor. :
1 1 1 1 1 1 1 :
1 1 1
65*. 1 1 1 1 : 1 : :
Torrifluvents ; 1 ! 1 1 1 1 :
1 1 1 : 1 1 1 :
66*: 1 1 : : 1 : 1 :
Torriorthents. 1 1 1 1 1 1 :
11 1 1 1 1 1 1
1 I I I I 1 I
Camborthids. : 1 1 : 1 1 1 '
1 1 1 1 1 1 1 1
Rock outcrop. : 1 1 1 1 : : :
1 1 1 1 1 1 1
7*: : 1 : I : 1 1
I
Torrior Bents. : 1 '1
I : : 1 :
1 1
1 I I I 1 1 1 I
Rock outcrop. : 1 : : 1 : 1 1
I 1 1 : I 1 I 1
68 :Fair :Good :Good 'Good 'Very I --- 'Very 'Very :Good
Vale 1 1 1 1 I poor.' I poor. I poor. I
; 1 I 1 1 I 1 I I
69, 70 :Very ;Very (Good 'Poor :Very I --- :Very 'Very (Very
Vale : poor.; poor. : 1 1 poor.' I poor. I poor. I poor.
: 1 : 1 ; : ! 1 1
*: I 1 I 1 1 I 1 1 1
71I 1
Villa Grove 'Poor ;Poor 'Good I ' :Good 'Poor :Very :Fair
: : : : : : : I poor. I
: :: : : : 1 1 1
Zoltay :Poor 'Fair :Good ' : 'Good 'Very :Very ;Fair
: : 1 : : 1 ; poor. I poor. 1
1 1 1 1 1
1 1 1 1 1
72 ;Good :Good ;Good I :Fair :Good 'Poor :Fair :Good
Wann : 1 ! 1 ! : 1 1 1
I 1 1 ! ! 1 1 1 I
Potential as habitat for-
Wood- I Rat
land 'Wetland 1:
wild- I wild- wi:
life 1 life ! 1:
:Very
poor.
Very
poor.
1
1
:Very ;Goo(
I poor. '
:Very 'Fair
poor.
1 :
:
! :
1
1 1
1 1
1 :
!
1
I
1
1
! :
1
1 I
1
!Very IGooc
poor.
I 1
1 1
!Very ;Goo(
1 poor. '
1 I
1 1
1 :
:Very IGooc
I poor. !
I 1
1 1
:Very :Goo(
I poor.
I I
I I
:Fair IGoo1
1 1
1
* See description of the map unit for composition and behavior characteristics of the map unit.
1
•
•
•
RIFLE AREA, COLORADO 137
TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued
Soil name and
map symbol
Classification ,Frag- I Percentage passing 1 ;
:Depth; USDA texture ; 1 ;ments 1 sieve number-- ;Liquid 1 Plas-
; ; : Unified 1 AASHTO ' > 3 I , 1 1 I limit 1 ticity
11 i : ;inches; 4 I 10 I 40 1200 1 I index
In i ; : ; PctI ; 1 ; ; Pct 1
I I 1 I 1 I I I 1 I 1
I I 1 1 1 I I I I 1 1
28, 29, 30, 31 I 0-8 :Clay loam ICH, CL :A-7 ; 0 195-100195-100195-100175-95 1 45-55 25-35
Heldt 18-60;Silty clay, ICH, CL IA -7 ; 0 ;95-100195-100195-100175-95 1 45-55 25-35
clay, clay loam) : : : : : : 1
1I 1 I 1 ,
1 1 1 1
I 1 I I 1 I I 1 1 1
32 1 0-111Clay loam ICL -ML, CLIA -4, A-6; 0-5 195-100190-100170-95 150-80 120-35 1 5-15
Holderness Variant111-30:Clay CL, CH 1A-7, A-6; 0-5 195-100190-100180-95 160-85 135-60 115-35
130-601Clay loam ICL ;A-6, A-7; 0-5 195-100185-100165-90 150-75 : 30-40 1 10-20
I 1 I
I 1 1 1 I 1 1 1 I 1 I
33, 34 I 0-8 :Stony loam ISM, GM 1A-1, A-21 5-25 :50-75 145-60 130-45 120-35 120-25 1 NP -5
Ildefonso 1 8-60;Very stony loam, SM, GM :A-1, A-2120-70 140-75 135-60 125-50 110-30 120-25 1 NP -5
11 1 1 1 1 1 1 I 1 1
I , very gravelly ;11
II 1 I 1 I 1 1 I I 1
I sandy loam. I 1 I 1 1 1 1 1 1
1 ; 1 1 ; 1 1 1 1 1
35*: 1 1 1 1 1 1 1 1 1 1
Ildefonso 1 0-8 Stony loam ISM, GM IA -1, A-2; 5-25 150-75 45-60 130-45 20-35 1 20-25 1 NP -5
1 8-60,Very stony loam, SM, GM IA -1, A-2120-70 140-75 35-60 125-50 10-30 1 20-25 I NP -5
I 1 very gravelly 1 1 1 1 1 1
1 : sandy loam. 1 1 1 1 1 1 1 1
11 1 1 I 1 I 1 1 1 I
1 1 1 1 1 I I 1 1 1 1
Lazear 1 0-4 ;Gravelly loam ---IML, GM ;A-2, A-41 0-5 150-80 150-75 140-65 130-55 1 20-30 1 NP -5
14-16:Gravelly loam, IML, GM IA -2, A-4110-20 160-95 155-85 150-80 130-70 1 20-30 1 NP -5
1 : cobbly loam. ; 1 1 1 1 1 : 1 1
1 I 16 ;Unweathered I I 1 1 --- 1--- 1--- 1 --- 1 1
bedrock. ; 1 1 I .I 1
I I 1 I 1 I I I
36, 37 1 0-6 lChannery loam---1GM-GC, A-4 1 5-20 170-75 160-75 ;45-65 35-55 120-30 5-10
Irigul 1 1 CL -ML 1 1 1 1 1 1 1
6-171Uery channery ;GM -GC :A-2 : 5-20 120-50 120-50 115-30 1 5-15 1 20-30 ; 5-10
1 1 sandy clay 1 1 1 1 1 1 1 1 1
1 I loam. I I 1 I I I I I 1
1 I 1 1 --- 1 1--- 1--- 1 --- 1 1 1
17 Unweathered 1 I 1 1
1 1 1 1 1 1 1 1 1 1
1 1 bedrock. I 1 1 I 1 1 1 ; 1
11 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 I 1 1 1 1
38*: 1 1 1 1 1 1 1 1 1 1 1
Irigul 1 0-6 IChannery loam---1GM-GC, 1A-4 1 5-20 170-75 160-75 145-65 135-55 1 20-30 1 5-10
1 1 CL -ML 1 1 1 1 1 1 1 1
1 6-17:Very channery 1GM-GC, 1A-2 1 5-20 120-50 120-50 115-30 1 5-15 120-30 ; 5-10
1 I sandy clay : GP -GC 1 1 1 1 1 1 1 1
1 I I 1 1 1 1 1 1
loam. I I I I I I I 1 I
1 1 1 1 I 1 1 1 1 1
1 17 ;Unweathered 1 --- ------ --- ---
1 I 1 1 1 1 1 1 1 1 1
1 I bedrock. 1 1 1 1 1 1 1 1 ;
1 1 1 1 1 1 1 1 1 1
Starman 1 0-3 IChannery loam ---:GM, SM, A-1, A-2 0-15 160-80 ;50-75 140-60 130-50 30-40 1 5-10
1 11 GM -GC, 1 1 1 1 1
1 11 1
I GP -GC 1 1 1 1 I
13-13;Very gravelly 1GM A-1, A-21 0-15 135-55 130-50 130-45 120-35 30-40 1 5-10
1 1 loam, channery I 1 1 1 1 1 1
1 I 1 1 1 1 1 1 1 1 1
1 1 loam, very I I I 1 I I I I I
1 1 1 1 1 1 I 1 1 1 1
I I channery loam. I ; 1 1 1 1 1 I 1
113 ;Unweathered 1 1
--- 1 1
--- 1
--- 1 --- 1 --- 1 1
1 bedrock. 1
1 1
I I
I 1 1 1 I 1 1 1 1 1
1 i
39 , 0-3 ,Loam IML IA -4 , 0 180-100175-100170-95 155-70 , 20-35 , NP -10
Jerry 1 3-40:Gravelly clay 1GC, CL, IA -6, A-71 5-30 160-90 ;60-80 ;45-70 135-70 1 35-60 1 20-35
: : loam, cobbly : CH 1 1 1 1 1 1 1 1
1 1 clay loam, 1 1 1 1 1 1 1 1 1
1 1 cobbly clay. 1 1 1 I I I 1 I 1
140-60:Gravelly loam, 1GC, CL, ;A-2, 15-30 160-90 160-75 140-70 130-60 1 20-45 1 5-25
1 I cobbly clay. I CL -ML, I A-4, 1 1 1 1 1 1 1
1 1 1 GM -GC I A-6, 1 1 1 1 1 1 1
1 1 1 IA -7 1 1 1 1 1 1 1
11 1 1 1 1 1
1 I 1 I I I 1 I I 1 1
0, 4 1 0-60:Loam IML ;A-4 1 0-5 175-100175-100160-90 150-75 20-30 1 NP -5
1 I 1 I
1 1 1 1 1 1 I
im1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I ; 1
42 10-60:Loam ;ML ;A-4 1 0-10 180-100175-100170-95 150-75 1 25-35 I NP -5
I 1 1 1 1 1 I 1 1 1 1
Lamphier , , I I 1 1
1 1 1 1 I 1 1 1 I 1 I
See footnote at end of table.
s
•
•
140
Soil name and
map symbol
65*.
Torrifluvents
66*:
Torriorthents.
Camborthids.
Rooutcrop.
C67*.
ok Torr orthents.
Rock outcrop.
68, 69, 70
Vale
71*:
Villa Grove
Zoltay
2
lWann
TABLE 13. --ENGINEERING INDEX PROPERTIES --Continued
;Depth; USDA texture Classification lErag- 1
Iments I
I I Unified AASHTO 1 > 3
1 ;inches'
1
In
1
iPct 1
,
,
I ,
I ,
I I
1 ,
I ,
1 ,
I ,
1 ,
1 ,
1 ,
1 '
1
I,
1 ,
I ,
1 ,
I,
I I
I 1
I
1 I
I '
1
1 1
I I
I I
1 1
0-11;Silt loam ICL, CL-MLIA-4, A-61 0 1 100
11-261Silty clay loam, ICL 1A-4, 1 0 1 100
clay loam, silt; I A-6, I 1
I loam. I
26-60ILoam, silty claylCL, CL-ML1A-4, A-61 0 1100
1 loam, silt ; 1 1
1 loam. I I 1
I 1 1
SOIL SURVEY
Percentage passing
sieve number --
0-4 ;Loam ICL
4-15IC1ay loam, sandylCL, SC
I clay loam. 1
15-601Sandy loam, loam1SM-SC,
; CL -ML
1 I
0-19;Loam ICL
19-601Gravelly clay, ICL,
I cobbly clay, 1 SC
I cobbly clay 1
I loam.
I '
1 1
0-17;Sandy loam
17-60;Sandy loam,'finelSM,
1 sandy loam, 1
1 coarse sandy I
I loam.
1 '
I �
I,
1 1
I 1
1 I
IA -6 1 0
IA -6 1 0
1
;A-2, A-41 0
,
1 1
I 1
IA -6 I 0-5
GC, IA -6, A-7; 5-30
I
1
1 '
'
I I
1
1 , I
SM-SCIA-2, A-41 0
SM-SCIA-2, A-41 0
1
1
1 ,
,
,
I 1
1
1100
1 100
I 100
;Liquid 1 Plas-
1 limit 1 ticity
1 10 I 40 1 200 I I index
1 ' I 1 Pct 1
11 1 I 1
I , 1 1 I 1
I 1 I I
1 1 1 I ,
, I
I 1 1 I
1 1 1 I
1 1 1 1
1 1 , I I
1I
11 1 1 1
1 1 1 1 1
, ,
1 1 1 1
1 1 1 1
1 1
1 1 1
1 1 1 I 1
1 i 1 I 1
1
1
1 1 I I
1 1 1 I
I I
1 100 190-100170-90 1 25-40 1 5-15
1 100 90-100170-95 1 30-45 1 10-25
1
I 1 I
1 1 1 1
1 100 185-100160-95 1 25-40 I 5-15
I 1 I
1 1
1 I 1 1 1
1 I
1 1 1
195-100170-90 150-60 1 25-35 110-15
195-100170-95 145-70 1 30-40 115-25
1
1 1 1
195-100160-70 1 3-55 1 20-30 1 5-10
1 1 1
1 1 1 I
1 I 1 1 1 I
180-95 180-95 165-75 150-65 1 25-35 1 10-15
165-85 160-80 150-75 145-70 1 30-50 1 15-30
1
I 11 1 1
1 1 1
1
1 1 it
1 I 1 1
1
1 1 1
195-100195-100170-85 130-45 1 <25
195-100195-100' 0-80 '; NP -5
1 17 ,30-45 1 0-26 1 NP -5
1 1 1 1 1
1 1 1 1 1
11 1
I
1 1 1 1 1
* See description of the map unit for composition and behavior characteristics of the map unit.
•
• •
RIFLE AREA, COLORADO 143
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
Soil name and ;Depth;Clay <2mm1 Permeability
map symbol 1 ; ;
11
1 1
In 1 Pct 1
I
35*: 1
Lazear 0-4 1 15-25 1
4-161 20-25 1
16 1 --- ;
; 1
36, 37 0-6 1 15-27
Irigul 6-171 20-35 1
17 1 ---
38*: I 1
Irigul 0-6 1 15-27 1
6-171 20-35 1
17 ; --- 1
1 1
Starman 0-3 1 15-25 1
3-131 18-25 1
13 1 --- 1
1 1
39 0-3 1 15-35 1
Jerr 0-601 35-45
140-601 20-50
4 , 41 0-601 15-25
im 1
1
4_- 0-60; '20-27
Lamphier
1
43 0-5 1 30-40
Limon 5-601 35-60
1
I
4 0-5 1 22-32
Morval 5-171 28-35
117-601 20-35
45*: 1 ;
Morval 1 0-5 1 22-32
5-171 28-35
17-601 20-35
1
Tridell 1 0-101 15-27
,10-60; 15-20
1
46, 47 I 0-111 10-27
Nihill ;11-601 15-27
1
48 1 0-251 20-27
Northwater 125-50; 20-35
50 1 ---
1
49, 50, 51 ; 0-121 18-24
Olney ;12-331 22-26
133-431 18-22
143-601 16-22
1 1
52 ; 0-5 1 15-25
Parachute 1 5-181 15-25
118-291 15-25
29 1 ---
;
53*: ;
Parachute 1 0-5 1 15-25
5-181 15-25
I18-291 15-25
29 1 ---
See footnote at end of table.
•
1 Erosion 1
;Available; Soil ;Salinity; Shrink -swell ; factors ;Organic
1 water :reaction; 1 potential ice- i matter
;capacity 1 1 1 1 K : T 1
In/hr 1 In/in 1 J'H;mhos/cm; 1 ; I Pct
; 1 1 1 1 1 1
0.6-2.0 10.14-0.1617.9-9.0 1 <2 ILow 10.201 1 10.5-1
0.6-2.0 10.14-0.1617.9-9.0 1 <2 ;Low :0.201 1
1 1
i : 1 1 1 1 1
0.6-2.0 10.09-0.1116.1-7.8 1 <2 1Low10.281 1 1 1-3
0.6-2.0 10.05-0.0717.4-8.4 : <2 ;Low 10.201 I
--- I 1 1 1 1 1 I
1 --- 1--- I--- 1 I--1 1
1 I
I 1
I I
I
1 1 1
1 1
1 1 I I I 1 1
0.6-2.0 10.09-0.11;6.1-7.8 1 <2 1Low 10.28: 1 1 1-3
0.6-2.0 10.05-0.0717.4-8.4 1 <2 ;Low 10.201 ;
--- -- 1 1 1 1 1 1 -1 - 1 1
--- 1--- I 1-- 1
1
1 1 1 1 1 1 1
0.6-2.0 10.09-0.1117.4-9.0 1 <2 1Low 10.241 1 1 1-2
0.6-2.0 10.09-0.1117.4-9.0 1 <2 1Low 10.281 1
1 1 1 1 ;
0.6-2.0 10.16-0.1816.6-7.3 1 <2 ;Low 2; 5 ; 3-5
0.06-0.2 10.13-0.1516.6-8.4 1 <2 ;High 10.281 ;
0.6-2.0 10.13-0.1517.9-8.4 1 <2 ;Moderate 10.201 1
1 1 1 1 1 1 1
0.6-2.0 10.15-0.1817.4-8.4 1 <2 1Low 10.321 5 10.5-1
1 1 1 ; 1 1
1 1 1 1 1 1 1
0.6-2.0 10.18-0.2116.1-7.3 1 <2 1Low 10.281 5 1 2-4
11 1 1 1 1 1
1 1 1 1 1 1 1
1 ; 1 1 1 1 1
0.2-0.6 10.14-0.1717.4-8.4 1 2-8 ;High 10.281 5 10.5-1
0.06-0.2 ;0.12-0.1617.9-9.0 1 2-8 ;High 10.321 1
I 1 1 1 1 1 I
0.6-2.0 10.18-0.2116.6-8.4 1 <2 ;Moderate 10.37; 5 1 1-2
0.6-2.0 10.14-0.2117.4-8.4 1 <2 ;Moderate 10.43 1
0.6-2.0 10.08-0.1017.8-8.4 1 <2 ;Moderate;0.24 I
1
; 1 ; 1 1
1 ;
1 1 1 I I 1 1 I 1
0.6-2.0 10.18-0.2116.6-8.4 1 <2 ;Moderate 10.37 5 1 1-2
0.6-2.0 10.14-0.2117.4-8.4 1 <2 ;Moderate 10.431 1
0.6-2.0 10.08-0.1017.8-8.4 1 <2 ;Moderate 10.241 1
1 1 : 1 1 1 1
0.6-2.0 10.11-0.1317.4-8.4 1 <2 ;Low 0.28; 3 1 2-4
2.0-6.0 10.06-0.0817.9-8.4 1 <2 1Low 0.201 1
1 1 1 1 1
0.6-2.0 10.12-0.1617.4-8,4 1 <2 ;Low 10.241 2 1 0-1
2.0-6.0 10.06-0.0917.9-9.0 1 <4 ;Low ;0.201
1 1
1 1 1 1
0.6-2.0 10.13-0.1816.6-7.8 1 <2 ;Low :0.32: 5 1 3-6
0.6-2.0 10.08-0.1016.6-7.8 1 <2 1Low ;0.20:
1
-- 1 --- ; --- ; --- ; 1----I 1
I
1 1 1 1 1 : 1
1 0.6-2.0 10.15-0.1816.6-8.4 1 <2 1Low 10.321 5 1 1-2
1 0.6-2.0 10.14-0.1617.4-8.4 1 <2 ;Moderate 10.241 1
1 0.6-2.0 10.10-0.1517.9-8.4 1 <2 1Low 10.201 1
1 0.6-2.0 10.07-0.1017.9-8.4 1 <2 ILow 10.101 1
11 1 1 1 1
1 1 1 11
1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 ;Low 10.24; 2 1 3-6
0.6-2.0 10.14-0.1616.6-7.8 1 <2 1Low 10.241 1
2.0-6.0 10.03-0.0616.6-7.8 1 <2 1Low 10.101 1
1 1
i --- I --- I --- 1 -- 1 1 1 1
1 1 1 1 1 I
1 1 1 1
1 1 1 1 1 1 1
1 1 1 1
1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 1Low 0.241 2 1 3-6
1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 :Low 0.241 , 1
1 2.0-6.0 10.03-0.0616.6-7.8 1 <2 ;Low 10.101 1
1 1 I I 1 1
1 -:- I --- I --- 1 I --- 1 I----1 I
1 1 1 1 1 1 1 1
144
• •
TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
SOIL SURVEY
Soil name and 1DepthlClay <2mml
map symbol I ; 1
,
1 1 ,
I In i Pct , In/hr
1 I L 1 os cm, 1 1 Pct
53*: 1 i i I 1 i i
1 1 ,
1 1
Rhone 10-8 1 20-27 1 0.6-2.0 10.19-0.2116.6-7.8 1 <2 ;Low 10.24; 3 i 3-6
1 8-281 20-30 i 0.6-2.0 '0.15-0.1716.6-7.8 i <2 ;Moderate
128-521 20-30 I 0.6-2.0 10.08-0.1016.6-7.8 1 <2 ;Low 10.241 ;
; 52 1 --- ; __ 1 , I ;0.15; ;
1 - 1 --- 1--- I--- 1 1----1 1
1
1 1 1 1
SPotts, 56 1 0-4 1 15-25 1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 ;Low 1 1 1
; 4-281 20-35 , 0.6-2.0 10.371 5 1 1-2
10.19-0.2116.6-8.4 1 <2 ;Moderate 10.431 ;
128-601 15-25 1 0.6-2.0 10.16-01.1817.9-9.0 I <2 ;Low 10.551 1
1 1 1
57*, 58*, 59*: 1 i i 1 1 ; 1 I
1 1 1
Potts 0-4 1 15-25 1 0.6-2.0 10.16-0.1816.6-7.8 1 <2 ;Low
4-281 20-35 1 0.6-2.0 , 10.371 5 1 1-2
28-601 15-25 1 0.6-2.0 0.19-0.21,6.6-8.4 <2 Moderate 10.431 1
;0.16-01.1817.9-9.0 1 <2 ;Low 10.551 1
Ildefonso 0-8 1 15-25 ; 2.0-6.0 ' 1 1 1 1 i
8-601 15-25 1 2.0-6.0 10.08-0.1017.4-8.4 1 <2 1Low 10.151 3 10.5-1
1 10.06-0.0817.9-8.4 1 <4 1Low 10.151 1
1 1 1 1 1 1
111 I
0, 61 0-8 1 20-27 1 0.6-2.0 10.19-0.2116.6-7.8 1 <2 ;Low 10.241 3 1 3-6
Rhone 28-5212 20-300_ 1 0.6-2.0 10.15-0.1716.6-7.8 1 <2 'Moderate 10.241 1
52 1 __3 1 0.6-2.0 10.08-0.1016.6-7.8 1 <2 1Low 10.151 1
1 1 --- --- 1 1
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0-601 15-27 1 0.6-2.0 10.14-0.1616.6-7.8 1 <2 ILow 10.241 5 1 3-5
Silas1
1 1 1 1 1 1
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64 1 I1 I 1
O-9 1 27-35 1 0.06-0.2 10.14-0.2016.6-7.8 1 <2 ;Moderate 10.371 2 1 20-41
Tanna 9-241 35-45 1 0.06-0.2 10.12-0.1817.4-9.0 1 <4 ;Moderate 10.431 1
24-30 15-30 1 0.06-0.2 10.07-0.1217.4-9.0 1 <4 ;Moderate 10.241 1
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I 10.19-0.2216.1-7.8 <2 'Moderate 10.321 5 1 2-4
11-261 25-35 0.6-2.0 10.17-0.2216.6-8.4 <2 ;Moderate 10.431 1
26-601 15-30 1 0.6-2.0 10.13-0.2017.4-9.0 <2 ILow 10.431 1
71*: ' , 1 I 1 1 1 I '
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Villa Grove 1 0-4 1 15-27 ; 0.2-0.6 10.16-0.1817.4-8.4 2-8 ;Moderate 10.241 5 1 2-4
1 4-151 20-35 ' 2.0-6.0 10.10-0.1417.4-8.4 <8 ;Low ' 1 '
115-601 15-25 1 0.2-2.0 10.14-0.1617.9-8.4 <8 ;Moderate 10.20' ,
1 1 I 10.321 1
Zoltay1 0-191 20-27 I 0.6-2.0 10.17-0.1916.6-7.8 <2 ;Moderate 10.281 5 1 2-4
119-601 35-45 1 0.06-0.2 10.13-0.15;6.6-7.8 <2 1High 10.241 1
1 1 1
721 0-171 10-18 1 2.0-6.0 10.16-0.1816.6-8.4 <2 'Low 10.201 1 1
Wann 117-601 10-18 1 2.0-6.0 10.15-0.1717.9-8.4 <2 1Low 10.201 5 1 1 3-6
I 1 1 I 1 I 1 1
68, 69, 70
Vale
* See description of the map unit for composition and behavior characteristics of the map unit.
•
• •
RIFLE AREA, COLORADO 147
•
FEATURES --Continued
TABLE 15. --SOIL
•
of corrosion
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SOIL SURVEY
• •
• TAMBURELLO NORTH
OWNER OF RECORD OF LAND ADJOINING
AND WITHIN 200 FEET
David Kendall Danciger Trust
Parcel #2177-02-1-00-013
12221 Merit Drive, Suite 1700
Dallas, TX 75271-2252
Mr. Gregory J. Tamburello
Ms. Anne E. Tamburello
Parcel #2177-02-4-00-194
Parcel #2177-02-4-00-230
Parcel #2177-02-1-00-271
1743 County Road 210
Rifle, CO 81650-8705
Mr. Gene Mulvihill
Parcel #2177-02-1-00-288
355 Madison Avenue, #3
Morristown, NJ 07960-6910
Mr. Marc O. Gube
Ms. Doris A. Gube
Parcel #2177-01-2-00-263
0895 County Road 223
Rifle, CO 81650
Mr. George D. Green
Ms. Ardis A. Green
Parcel #2177-01-2-00-289
1009 County Road 223
Rifle, CO 81650
Mr. Norman L. Antonelli
Ms. Lori J. Antonelli
Parcel #2177-01-3-00-349
1977 County Road 210
Rifle, CO 81650-8705
•
EXHIBIT D
• •
Todays date: 10/6/00
Processed by:
Garfield County Planning Department
BOCC agenda item request
Project Name: Tamburello North Exemption
Type of application: Exemption
Site location: Located east of the City of Rifle, along County Road 210.
Applicant: Gregory J. and Anne E. Tamburello
Meeting Date & Time: Monday, November 27, 2000 @ 9:00 a.m.
Estimated Duration: '/ hr
Section/Township/Range: Section 2, T 6S, R93W
Staff Planner: Kit Lyon
Was this item advertised? Yes
Public Meeting
Please place hallway calendar. Thanks! K.
• •
GARFIELD COUNTY
Building and Planning Department
October 6, 2000
Mr. John Savage, P.C.
P.O. Box 1926
Rifle, CO 81650
Re: Tamburello North Subdivision Exemption
Dear John:
The purpose of this letter is to inform you that your request for an exemption from the rules of
subdivision will be heard before the Board of County Commissioners at 9:00 a.m.., on Monday,
November 27, 2000, in the Garfield County Courthouse, Commissioners Hearing Room, Suite
301, 109 8th St., Glenwood Springs.
Enclosed with this letter is a public notice form that must be sent by certified return receipt mail
to all property owners within two hundred (200) ft. of the property in question at least fifteen
(15) days but not more than thirty (30) days prior to the date of the hearing, this includes mineral
owners or lessees. We suggest sending the notice earlier than the required fifteen (15) days, to
insure the return of the green return -receipt and be advised that the date of the hearing can not be
considered as one of the fifteen (15) days prior to the hearing.
Also enclosed in this letter is a sign which must be posted in a prominent location on the
property in question and visible from a public road at least fifteen (15) days but not more than
thirty (30) days prior to the date of the hearing. Be advised that the date of the hearing can not be
considered as one of the fifteen (15) days prior to the hearing.
You are also required to provide the proof of mailing, which are both the green and the white
receipts for certified mail, at the meeting. Failure to complete the above stated noticing
requirements will require re -noticing for a future meeting. If you have any questions please
contact this office.
Sincerely,
Kit Lyon,
Senior Planner
Phone: 945-8212 / Fax: 384-5004 109 8th Street, Suite 303 Glenwood Springs, CO 81601
TAKE NOTICE that Gregory J. and Anne E. Tamburello have applied to the Board of County
Commissioners, Garfield County, State of Colorado, for a subdivision exemption in connection
with the following described property situated in the County of Garfield, State of Colorado; to -
wit:
Legal Description:
Township 6 South Range 93 West of the 6th P.M.
Section 2: NE '/4 SE 1/4 (the southerly boundary being the centerline of County Road No. 210),
SE '/4 NE 1/4 and NW '/4 SE 1/4
Practical Description: 1743 210 Road, Rifle, Colorado
Said subdivision exemption will create three (3) tracts of land from a 40 acre +/- parent tract.
The three (3) tracts of land created will be about 10, 10 and 20 acres in size, more or less.
All persons affected by the proposed subdivision exemption are invited to appear and state their
views, endorsements or objections. If you cannot appear personally at such meeting, then you
are urged to state your views by letter, as the Board of County Commissioners will give
consideration to the comments of surrounding property owners and others affected in deciding
whether to grant or deny the request for the subdivision exemption. This subdivision exemption
application may be reviewed at the office of the Planning Department located at 109 8th Street,
Suite 303, Garfield County Courthouse, Glenwood Springs, Colorado, between the hours of 8:30
a.m. and 5:00 p.m., Monday through Friday.
The public meeting on the application for the subdivision exemption request has been set for the
27th day of November, 2000, at 9:00 a.m. at the office of the Board of County Commissioners,
Garfield County Courthouse, Suite 301, 109 8th Street, Glenwood Springs, Colorado.
Planning Department
Garfield County