HomeMy WebLinkAbout1.0 ApplicationBEFORE THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
Pursuant to C .R.S. (1973) Section 30-28-lOl(lO)(a)-(d), as amended , and Section 8:00 , et. seq .,
of the Subdivision Regulations of Garfield County, Co lorado, adopted April 23, 1984 , the undersigned
Paul C. Cox , Calvin H. Cox and Marilyn Cox petition the Board of County Commissioners of Garfield
County, Colorado, to exempt by Resolution the division of a 269 .13 acre tract of land into two (2) tracts
of approximately 250.28 and 18.85 acres each, more or less , from the definitions of "subdi v ision" and
"subdivided land" as the terms are used and defined in C .R.S. (1973) Section 30-28 -lOl(lO)(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 of 1" = 200' showing the legal description of the property,
dimension and area of all lots or separate interests to be created , acce ss to a public right-
of-way and an y proposed easements for drainage , irri gation , access or utilities .
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 . qu adrangle map may be used.
C . Copy of the deed showing ownership by the applicant, or a letter from the property
owner(s) if other than the applicant.
D. Names and addresses of owners of record of land immediately adjoining and within 200
feet of the proposed exemption, mineral owners and lessees of mineral owners of record
of the property to be exempted, and tenants of any structure proposed for conversion.
E. Evidence of the soil types and characteri stics of each type.
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.
G. If connection to a community of municip al water or sewer system is proposed, a letter
from the governing body stating a willingness to serve .
H. Narrative expla ining why exemption is bei ng requested.
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 parcels created from a larger
parcel as it exists on January 1, 1973.
J . A $300.00 fee must be submitted with the application.
ll :VkS\COX\l 'l~ITll ON .EX M
Petitioners -
3154 County Road 115
Glenwood Springs, CO 81601
Mailing Address
(970) 945-5306
Telephone Number
---
478110 B-940 P-825 05/16/95 02 :16P ~ 1 OF 1 REC JXX:
MII.DRED Al.BD'.)RF GARFIELD COUNIY CLERK AND RECORDER 5.00
SPECIAL WARRANTY DEED
CALVIN H. COX, Grantor, for consideration of Ten Dollars and other good and
valuable consideration, in hand paid, hereby sells and conveys to CALVIN H. COX and
MARILYN COX, as tenants in common, Grantees, whose legal address is 3154 Road 115,
Glenwood Springs, CO 81601, the follow ing real property in the County of Garfield and State
of Colorado, to wit:
An undivided one-half (112) interest in and to the following described property:
Lots Three (3) and Four (4), Section 20; Lots Four (4) and Five (5), Section 29 ;
Lots One (1), Two (2), Three (3), Four (4) and that part of Lot Six (6) lying
North and Northeast of the County Road, Section 30; Lots Five (5), Six (6),
Seven (7) and Eight (8), Section 19, all in Township 6 South, Range 88 West of
the 6th Principal Merid ian;
AND
Lots Six (6), Seven (7), Seventeen (17) and Nineteen (19), Section 29 ; Lots
Seven (7) and E ight (8), Section 30, Township 6 South, Range 88 West of the 6th
Principal Meridian;
AND
All ditch and ditch rights, water and water rights used on said lands and in
connection therewith, including, but not limited thereby, The Forker and Gibson
Ditch and the water rights belonging thereto, taking water from Landis Creek in
Water District No. 38 ;
EXCEPTING AND RESERVING
All that part of Lot Nineteen (19), Section 29 lying and being south and
southwest of the Coun ty Highway as constructed and in use across said lot and
all that part of Lot and all that part of Lot Seven (7), Section 29 and Lot Four
(4), Section 30 lying south and southwest of the County Highway as now
constructed and in use therethru, all of Township 6 South, Range 88 West of the
6th Principal Meridian ;
with all its appurtenances, and warrants the title to the same against all persons claiming under
the Grantor.
NO DOCUMENTARY F EE REQUIRED : This Deed is given without consideration for
estate planning purposes.
Signed this I 1 T:f.J day of
ST ATE OF COLORADO )
) ss :
COUNTY OF GARFIELD )
.,:· -:.:n1e '.foregoing quit cl aim deed was acknowletlge<l before me this
·:....-)\~9 .Y ·::· , 1995, by Calvin H . Cox .
. .._ • I -
, WJTNESS my hand and official seal
My com.mission expires: /-,;;.;-yr
'-"·7 /, 7ec . t '-tt· ,_, )71 '=' /
Notary Public
-· Record~d »t ... ~-i6~5.9otlock.~ ..... M. W~-~;~~-J -~-~:;--<-~-t--~----···· .................. '" '"b"
----~-~~-~-~-~•&---=.~====-==-=-=-=R=e=ce=p=t=1on '"-:'."."·-·~---·--·····::·-.-_:···--· ___ ··-.:···-~:-----··--·::·····:::::--:.:·:·--·:--··::J :.,;,.;·~·--:::::--··--:::~e_c~rde_r_'. _______ -.--> ..
THIS DEED, Made this 1st day of liJay' in the year of
our Lord one thousand nine hundred and Fo:rt.y-e l o;h t.: between
- - - - - - - - - - -Loy C. C0x, - - -
of the ··.:' · .. i . County of ·Garf :1 ela. and State of Colorado, of the first part,
and '--.1.:.,. --·Faul· c.· Cox an.ti C.al:,r1n H. Cnv .~·
:.'' i I ' ,;, • ' •' 1
of the · '-. County of Garf1e ld · and State of Colorado, of the second part;
i; .,. WITNESSETH, That !the ·said part y ~: of the first part, for and in consideration of the sum of
-Teti ·no llars and other r~b0d anrJ valui:thl0 r:-ons 1.dera t. tons~@EEKRS';\
I '.
to the said part y of the first part in hand paid, .by the said part i PS of the second part, the
receipt whereof is hereby confessed and acknowledged ha R granted, bargained, sold and con-
veyed, and by these presents do · e R grant, bargain, sell, convey and confirm unto the said part ~ '=> R
• thPi,., .
of the' second part / · · · heirs and assigns forever, all the following described lot f'. or parcel f"
of land, situate, lying and being in the Connt.y of and
State of Colorado, to-wit: · · · ·: 1 • ' ~ I
·~Lot~' 'T'hrp~ (3) A.nci Four (lt-), Sr>ct10n 20; L0ts P011r (21 ) <iY1.r'l
,.Five (5), _Se.c.tio11.29; .,Lots 9ne (1), T'1.ro (2),,,'T'hre€'. (3), Four ,
(4) and that part of Lot S1x (6) J y in~ North and ' Northoast
·,of :f1he County 1 R~ad, Section 30; Lots ~Five (5), Slx (fl), Seven .
·· (7) ·ana.· F::icht, Section 19,! all in Township 6 So1Jth, Re.n g e 8W·.fest
... of tlie 6tl:l .Princlpal I11erid;lan.
1
.•
Also conveys :Lots Six (6), Geven ,(7,), .Sevente~n (17) r';nd ,rrine:-
t8en (1<1),.SfH~t,:l.nn ?.9; Lot.fl Gn.ven (7) P.nd E1sht (P ), Scct:ton
::~o,, 'l'o.wnshl,J;>,, f._ So~t,th, Ranr.:-e 88 l:Tes t of the rSth Frlnel r al i-1cr:l-
dian. ·' · " · . '
Also eonveys a .11 dit,ch and ditch r i c;ht.s, vmt e r and. vr11ter ri s hts
Psed on Raid lands and in r.onnectl0n tJ.;_r->rewlth: 1nr,ludin'.:'.'. ~ but.
not limi t.ed thnreby, The Forker a .nd Gibson Di t~h R.nr1 the water
rl c;hts helon c;ins thereto, teklnc we.ter from Landis Creek ln
Water District No. 38.
There 1 s excepted e..nd reserved from the e.bove P nil. forer::oine;
lands, the follmrini::, to-wit:
All thRt p~rt of T~t NtnPteen (10), Se ction ?9 lyin ~ 8na
beint, south and southwest nf the r.ounty fn f!;hwa.y as co 1 1structcd
and in use across said lot and all that part of Lot:. nnd r.i.ll
that part of Lot s~ven (7), S0~tion 2~ ~nd Tnt ~Four (4), .Sec-
t,:lon 30 lyin ~ south r:i .ncl rwut.h,_·rest of thP r.mmty Jl:t.r:hway e.s
now com1tructed 0.n d in une t.herethrn, ::i .11 of 'T'mrnsh:lp 6 Gouth ,
R.:l.nfe f1R ':lest of the 6th Principal T-teridlan .
----·-------------------·=--=--=-~-=-=-=-=---=-=--=-~-~'~~--~-~---=--=·-~-~--~--=--·~--=_...,.. __ ,_,,_,,...,_ -~-=---=-~
No. 832. W AltUANTY DEED.-1"he Drndford-Roblnson rtir. Co., Mfro. Robln•on'• Lcir~l-;;ln~k•,· 1~~4 Stout St .. Denver, c:,;
0
-_------................ --~"·
.. ·,.i:··:.:. . \~.:. 1·:: ......
Book 2J5 .• f Page 418
TOGETHER with all and singular the liereditaments and appurtenances thereunto belonging, or in
anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues, and
profits; thereof; and all the estate, right, title, interest, claim and demand whatsoever, of the said
party
of the first part either in law or equity, of, in and to the above bargained premises, with
: the hereditaments and appurtenances.·
{ i
I ; ;;i '' TO HA VE ~ AND TO HOLD the said premises above bargained and described, with the appurte-
nances unto I;
1 .·,I', l''
the said parties ' of the second part the 1 :r heirs 'and tisigns forever.
. i·! l'j
\,1.' :,·f ·;· .' J11:1 f, ''. .. , ..
. • ~ . • ' • 1 • ; . ' '.,,
• 1 ; ; •: .; ·part , y, ; '.'of ~he Jh;st part, . ! J ,
'I I for hlm self, his
heirs, executors and administrators, does covenant, grant, bargain
and agree to and with the said parties of the second part,
heirs and assigns, that at the
time of the ensealing and delivery of these presents •'.he • 1 s -· r , 'r· t :1 well seized of the premises
above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance in law, in fee
simple, and ha s
good right, full power and lawful authori ty to grant, bargain, sell and convey the
same in manner and form aforesaid, and that the same are free and clear from all former and other ' .
grants, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature soever.
• ' ; ~ ' ' I ! ' ' ' I •,
: ..
. ~ ~ • 1.. 1 . I ~
l=====N===============~~==~=====================-====-======================-~======~ ----=· --==-=== -; .. ,
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and the above bargained premises in
~·~the quiet and peaceable possession of the said part ie s
I , ~ i. I I
of the second part , the j_ r heirs and
assigns, against all and every person or persons lawfully claimi~1g or to claim the whole or any part
thereof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND.
\;IN WITNESS WHEREOF, The said part ;,' of the first part ha s hereunto set h :J s
hand and seal . the day and year first above written.
Signed, Sea.led and Delivered in Presence of ..:17 '~·h~: ......... [SEAL]
................................................................................ [SEAL]
................................................................................ ,[SEAL]
................................................................................ [SEAL]
STATUTORY ACKNOWLEDGMENT, SESSION 1927
STATE OF COLORADO, }
.................. Countzy' of ..... G-.§..:r.J:J!:'.19. . .,, ....... . SS •
The foregoing instrument was acknowledged before me this 1st
. : '. ;;;.'10'1,'(:li!.,._, ; ,
day of
; .19 ~8 i' ;9Y•j 1~;~Y, \ :0 ~ .• ,Cox. ~ : fi·::·'~\;f:::l·It'ff{~J..·Hn i~·." .i · .. : ·. . . ·
., '~ y ~·~ ... : 1;':W1til~S§.:;n.Y:~J!and .and official seal.
:/;'i o rr ·11'·f~~·~1'-UlP:1~j .jl.\":H 1 f ' · ·· ·' · .. ·,.
. ! \t:
-·· -~~·
i.~~~;.· •!\.Mf ciMir~1·\ ~~J~:·~~pi.res Ja.nuary 4, 1 ql~o
; I .!t{..,•<1tHJ,~1 '~l~'V I; i-,., -•• i )... '1\~··~t·~''1<J~'/ •o !,,1:,• I t \~.~fJi fltJ.~"~~1;\::'tii ·.~' "" ' '\;•1·1 .J\l1(/ ,~ ,lJ .~ •. ;t •,/,:• .... '!
.,.. •l ,. t l ~ !1••1 1 •• ' ,.,. ~ ·,( , ....... ,, '/1 ,·~j~··· ~ •',/:.
·. IJ ·1. ··~~····~ ;-~'\ : ~" ' f.'(J 11>\ 1' '{ ' ·f ·1 I
., , ' '• •If by. natural person or person• here Insert name or names : l.t by per•on act ing In representative or off c I capacity or as a ttorney-In-fact,
. . then Insert name of person as executor, attorney-ln-fnct, or other capacity or description; U by officer of CO<l'J)oratlon, then Insert name of 1uch
olTicer or olflcers, as the president or other officers of such corporation, nnmlng It.
H:\JRS\COX\PROPERTY.OWN
COX -SUBDIVISION EXEMPTION
LIST OF ADJACENT PROPERTY OWNERS
Lookout Mountain Ranch Venture
Attn: L.A. Hellerstein
1139 Delaware Street
Denver, CO 80204-3607
Geneva Development Corp.
Attn: Garkas Group, Inc.
5460 S. Quebec Street, Suite 300
Englewood, CO 80111-1918
Susan Steiger Throm
0261 County Road 119
Glenwood Springs, CO 81601
David N. Dixon and Karen H. Dixon
0291 County Road 119
Glenwood Springs, CO 81601
Gregory L. Mohl and Maria Barse-Mohl
122 Sopris
Carbondale, CO 81623
Gary A. Burrows and Corine M. Burrows
502 North 8th Street
Carbondale, CO 81623-1712
Mitch D. Heuer and Deborah M. Heuer
P.O. Box 1412
Glenwood Springs, CO 81602
Paul C. Cox, Calvin H. Cox and Marilyn Cox
3154 County Road 115
Glenwood Springs, CO 81601
Samuel W. Bryan and Beverly L. Bryan
P.O. Box 327
Glenwood Springs, CO 81602
Page 1of2
ll :VRS\COX\l'RO/'EKJY.UWN
Danny K. Palmer and Nancy M. Palmer
1150 County Road 119
Glenwood Springs, CO 81601
John H. Anderson , Jr. and Sandra K. Anderson
1332 County Ro ad 119
Glenwood Springs , CO 81601
Spring Valley Holding USA, Ltd .
4000 County Ro ad 115
Glenwood Springs, CO 81601
Joy Kor
2822 Hager Lane , Apt. G
Glenwood Springs, CO 81601
Patty L. Frederick
3720 County Ro ad 115
Glenwood Springs, CO 81601
Bureau of Land Management
P.O . Box 1009
Glenwood Springs, CO 81601
Page 2 of 2
R. 88 w IR 87 w
;JOO AND lOOOO·FOC! uRl(J 1 IC KS
SHEET N0 .14
SOIL SURVEY OF ASPEN-GYPSUM ARE
PARTS OF EAGLE , GARFIELD, AND PIT
(S HOS HO'.'I E QU ADRANGLE )
-.. -·· -..... ':" ..... '.:. -:-· ~-~-_-.;;r.· ..
Aspen-Gypsum Area, Colorado
Ernpedrado Series
The Empedrado series consists of deep, well drained
soils on upland hills and fans. These soils formed in
al luvium and eolian material. Slope is 2 to 25 percent.
The average annual precipitation is 15 to 18 inches,
and the average annual air temperature is 40 to 44
degrees F.
These soils are fine-loamy, mixed Typic Argiborolls .
Typical pedon of Empedrado loam, 2 to 6 percent
slopes, about 1 ,300 feet nort h and 1 ,600 feet east of
the southwest corner of sec . 8, T. 7 S ., R. 88 W.
A-0 to 5 inches; brown (7.5YR 4/2) loam, dark brown
(1 OYR 3/2) moist; weak thick platy structure parting
to weak fine granular; soft, very friable, slightly
sticky and slightly plastic; mildly alka line ; clear
smooth boundary.
BA-5 to 14 inches; brown (7 .5YR 4/2) clay loam , dark
brown (1 OYR 3/2) moist; weak medium subangular
blocky structure; slightly hard, friable , sticky and
slightly plastic; mildly alkaline; clear smooth
boundary .
Bt1-14 to 27 inches; brown (7.5YR 5/2) clay loam,
brown (1 OYR 4/2) moist; moderate medium
subangular blocky structure; hard, very firm , sticky
and plastic; mildly alkaline; gradual smooth
boundary.
812-27 to 40 inches ; brown (7 .5YR 5/4) clay loam,
brown (7 .5YR 4/4) moist; moderate medium
subangular blocky structure; very hard, very firm,
very sticky and plastic; mildly alkaline; gradual wavy
boundary.
Bk-40 to 60 inches ; brown (7.5YR 5/4) clay loam,
brown (7.5YR 4/4) moist; weak medium subangular
blocky structure; hard, fi r m, very sticky and plastic ;
secondary calcium carbonate in fine seams ;
calcareous; moderately alkaline.
The solum is 20 to more than 50 inches thick.
Secondary lime is at a depth of 20 to 40 inches. The
control section is 0 to 15 percent rock fragments. Hue
generally is 1 OYR or 7.5YR, but some pedons have
subhorizons with hue of 5YR.
Etoe Series
The Etoe series consists of deep, well drained soils
on mountainsides . These soils formed in material
derived from sandstone and shale. Slope is 15 to 50 .
percent. The average annual precipitation is 18 to 20
inches, and the average annual air temperature is 38 to
40 degrees F.
These soils are loamy-skeletal, mixed Typic
Paleboralfs .
109
Typ ical pedon of Etoe loam, 15 to 50 percent slopes ,
about 2 ,200 feet south and 1 ,400 feet west of the
northeast corner of sec. 6, T. 7 S ., R. 89 W.
0-1 inch to O; grasses, leaves, and twigs in various
stages of decomposition.
E1-0 to 8 inches; pinkish gray (7.5YR 6/2) loam,
brown (7.5YR 4/2) moist; weak fine granular
structure; soft, very friable, nonsticky and
nonplastic; about 10 percent gravel ; slightly acid;
clear wavy boundary.
E2-8 to 24 inches; light brownish gray (1 OYR 6/2)
extremely cobbly sandy loam, brown (1 OYR 5/3)
moist; weak med ium subangular blocky structure;
slightly hard, very friable, nonsticky and nonplastic;
about 65 percent cobbles; slightly acid; clear wavy
boundary .
B/E-24 to 35 inches; brown (1 OYR 5/3) extremely
cobbly sandy clay loam, dark brown (1 OYA 4/3)
moist (B); light brownish gray (10YR 6/2) extremely
cobbly sandy loam, brown (10YR 5/3) moist (E);
weak medium subangular blocky structure; slightly
hard , very friable, nonsticky and nonplastic ; about
65 percent cobbles; slightly acid; clear wavy
boundary.
Bt-35 to 60 inches; brown (7 .5YR 5/4) extremely stony
sandy clay loam, darl< brown (7.5YR 4/4) moist;
moderate medium subangular blocky structure;
slig htly hard, friable, slightly sticky and slightly
plastic; about 70 percent stones; thin nearly
continuous clay films on sides of coarse fragments;
slig htly acid .
Som e pedons have a th in A horizon . Depth to the
argillic horizon ranges from 30 to 40 inches. The E and
8/E horizons have hue of 1 OYA or 7.5YR .
Evanston Series
The Evanston series consists of deep, well drained
soils on alluvial fans, terraces, and valley sides. These
soils fo rmed in mixed alluvium. Slope is 1 to 65 percent.
The average annual precipitation is 13 to 15 inches ,
and the average annual air temperature is 42 to 46
degrees F.
These soils are fine -loamy, mixed Aridic Argiborolls .
Typical pedon of Evanston loam, 6 to 25 percent
slopes , about 1,200 feet south and 500 feet east of the
northwest corner of sec. 26, T . 4 S., R. 86 W .
A1-0 to 4 inches; brown (7 .5YR 5/2) loam, dark brown
(7.5YR 3/2) moist; weak medium granular structure;
slightly hard, very friable, nonsticky and nonplastic ;
mildly alkaline; clear smooth boundary.
A2-4 to 14 inches; brown (7 .5YR 5/2) loam , dark
Aspen-Gypsum Area, Colorado .
TABLE 4.--ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS
I
I
Soil name
!Acree very stony sandy lo am, 3 to 12 percent slopes---1
!Acree very stony sandy lo am, 12 to 25 percent slopes
!Acree loam, 3 to 6 percent slopes---------------------1
!Acree loam, 6 to 12 percent slopes--------------------1
!Acree loam, 12 to 25 percent slope s-------------------1
!Almy loam, 1 to 12 percent slopes---------------------1
7 !Almy loam, 12 to 25 percent slopes--------------------!
a !Ansel-Anvik association, 12 to 25 percent slopes------
9 !Ansel-Anvik association, 25 to 45 percent slopes------
10 IAnvik-Skylick-Sligting association, lD to 25 percent
I slopes-----------------------------------------------
11 IAnvik-Skylick-Sligting associati on , 25 to 5D percent
I slopes-----------------------------------------------
12 IArle-Ansari-Rock outcrop complex , 12 to 5D percent
I slopes-----------------------------------------------
13 IAtencio-Azeltine complex, 3 t o 6 percent slopes-------
14 jCallings-Yeljack complex, 25 to 65 percent slopes-----
15 !Charcol-Mord complex, 12 to 25 percent slopes---------
16 !Charcol-Mord complex, 25 to 5D percent slopes---------
17 ICochetopa-Antrobus association, 6 to 12 percent slopes
18 !Cochetopa-Antrobus association, 1 2 to 25 perce nt
I slopes-----------------------------------------------
1 ~ ICochetopa-Antrobus association, 25 to 5D percent
I slopes-----------------------------------------------
20 ICoulterg loam, 12 to 5D percent slo pes----------------
21 ICurecanti-Fughes complex, 6 to 12 percent slopes------
22 ICurecanti-Fughes complex, 12 to 2 5 percent slopes-----
23 ICushool fine sandy loam, 12 to 2 5 percent slopes------
24 ICushool fine sandy loam, 25 to 5D percent slopes------
25 ICushool-Rentsac complex, 15 to 6 5 percent slopes------
26 IDahlquist-Southace complex, 6 to 12 percent slopes----
27 IDahlquist-Southace complex, 12 to 25 percent slopes---
28 IDahlquist-Southace comp lex , 25 to 5D percent slopes---!
29 !Dollard-Rock outcrop, shale complex, 12 to 25 percent I
I slopes-----------------------------------------------1
3) !Dollard-Rock outcrop, shale complex , 25 to 65 percent I
I slopes-----------------------------------------------1
31 IDotsero gravelly sandy loam, 5 to 25 percent slopes---1
32 IDotsero sandy loam, 1 to 12 percent slopes------------!
33 IEarsman-Rock outcrop complex, 12 to 65 percent slopes
34 IEmpedrado loam, 2 to 6 percent slopes-----------------
35 IEmpedrado loam, 6 to 12 percent slopes----------------
36 IEmpedrado loam, 12 to 25 percent slopes---------------
37 IEtoe loam, 15 to 5D percent slopes--------------------
38 !Evanston lo am, 1 to 6 percent sl opes------------------
39 !Evanston loam, 6 to 25 percent sl opes -----------------
'D !Evanston loam , 25 to 45 percent slopes----------------
'l !Evanston lo am, 45 to 65 percent slopes ----------------
42 IFluvaquents, 0 to 10 percent slopes-------------------
43 IForelle-Brownsto complex, 6 to 12 percent slopes------
44 IForelle-Brownsto complex, 12 to 25 percent slopes-----
45 !Forsey cobbly loam, 3 to 12 percent sl opes------------1
46 !Forsey cobbly loam, 12 to 25 percent slopes -----------!
4 7 !Forsey cobbly loam, 25 to 65 percent slopes-----------!
48 !Fughes st ony loam, 3 to 12 percent slopes-------------!
49 !Goslin fine sandy loam, 3 to 6 percent slopes---------1
50 !Goslin fine sandy loam, 6 to 25 percent slopes--------!
5 1 !Gothic loam, 1 to 6 percent slopes--------------------1
52 !Gothic loam, 6 to 25 percent slopes-------------------!
53 !Gothic loam, 25 to 65 percent slopes------------------1
54 IGrotte gravelly lo am, 25 to 65 percent slopes---------1
5 5 !Gypsum land-Gypsiorthids complex , 12 to 65 percent I
slopes-----------------------------------------------1
See footnote at end of table .
Ea g le I Garfield
County I County
Acres I Acres I
I I
3691 DI
4131 DI
1 , 4551 1371
8201 1 , 184 I
2 ,7501 651
5 ,740 1 3, 881 I
1 ,8901 8111
5901 1,5781
6 , 820 I 1, 6111
I I
8 , 133 1,5381
I
18,410 3, 1351
I
5 ,068 3,8071
2 ,550 3,5851
2 , 614 0
237 0
600 0
3 ,807 73
16 ,842 5,061
I
10,2161 2,636
6 , 112 I 130
1 ,031 1 0
2 ,9511 0
7811 0
7801 0
2 1 ,34 11 1 , 721
2 ,0861 0
729 1 56 1
2 , 488 I 742
I
1 , 425 I 49
I
3,1741 175
1 ,2121 0
1 ,690 1 0
16,7991 5, 188
5371 5. 2 61
7381 5,225
1561 525
01 887
1 ,3711 879
2 ,8 411 894
4 , 400 I 1,528
1251 0
3 ,3481 1 , 1271
3 ,7311 7261
8 , 804 I 6951
1 ,475 1 01
6 , 123 I 1421
7 , 788 I 6211
162 I 67 91
1 , 920 I 3831
3,2451 811
5441 01
1,2951 01
3,3211 01
4, 1871 1 , 684 I
I I
27 ,8331 2 ,9651
151
Total --
Pitkin Area I Ext ent
County I
Acres I Acres Pct
I
DI 369 D.1
DI 413 0.1
1831 1, 775 0.3
3251 2, 329 0 .4
2891 3, 104 0.5
102 1 9, 723 1. 5
290 2,991 0 .5
37 2,205 0 .3
2' 859 11 , 290 1. 8
791 10' 4 62 1. 6
5. 963 27,508 4 . 3
1, 868 10 , 743 1. 7
480 6, 615 i 1. 0
2,343 4 ' 957 0.8
0 237 *
0 600 0 .1
0 3 , 880 0.6
I
0 21, 903 3 . 4
0 12,852 2.0
0 6 ,2 4 2 1. 0
0 1,031 0 .2
0 2 . 951 0 .5
0 781 0 .1
D 78D ' D.1
4,583 27. 64 5 4.3
0 2,086 ' 0 .3
D 785 ' 0 .1
0 3 ,230 0 .5
I
862 I 2 ,336 0 .4
I
13,844 1 17 ' 193 2.7
01 1 ,212 0.2
01 1 , 69 D D.3
6,085 1 28,072 ' 4 . 4
260 1 6 ,058 0 .9
801 1 6, 764 1.1
32 1 713 0 .1
01 887 0 .1
781 1 3,031 0 .5
5341 4 ,269 0 .7
l , 6311 7 ,559 1. 2
642 I 7 67 0 .1
1, 455 I 5, 930 0. 9
01 4,457 D.7
01 9' 4 9 9 1. 5
191 1 , 4 94 0 .2
1, 612 I 7 ,8 77 I 1. 2
3,397 1 11 , 806 1 . 8
DI 841 D.l
3891 2' 692 0 .4
8881 4 ' 214 0 .7
01 544 I 0 .1
1,3091 2, 604 0.4
5 , 1181 8 ,439 1. 3
5441 6,415 I 1.0
I
1431 30, 941 4. 8
1
~5 pen-Gypsum Area, Colorado 155 I
I
i
TABLE 5.--LAND CAPABILITY CLASSES AND YIELDS PER ACRE OF CROPS--Continued
I
Soil name and Land I Alfalfa hay Grass h ay Barley
map symbol capability I
N I I I N I N I N I
I Tons Tons Tons Tons Bu Bu
I I i------------------------1 Vlei Vle 4.0 3.5 I
:urecant i -Fughes I I I
I I I 2------------------------1 VIIel I
:u recant i-Fughes I I I
I I I J------------------------1 Vlei I
cus hool I I I
I I I 4------------------------1 VIIe I I
cushool I I I
I I I
_5------------------------I VIIel I I
cushool-Rentsac I I I I
I I I I 16------------------------1 Vlei Vle I I
Dahlquist-Southace I I I I
I I I I 27------------------------1 Vlei I I
Dahlquist-Southace I I I I
I I I I ·a------------------------1 Vllel I I
Dahlquist-Southace I I I I
I I I I 19*-----------------------1 Vlei I I
Dollard-Rock outcrop I I I I
I I I I o•-----------------------1 V!Iel I I
Dollard-Rock outcrop I I I I
I I I I Jl------------------------1 Vle I I I
Dotsero I I I I
I I I I 12------------------------1 lVe !Ve 4.5 I 4.0 I 80
'.!otsero I I I
I I I iJ•-----------------------1 Vlle I I
Earsman-Rock outcrop I I I
I I I 34------------------------1 lVe lVe 6.0 I 5.0 I 90
Empedrado I I I
I I I JS------------------------1 lVe lVe 5.0 I 4.0 I 75
Emped r ado I I I
I I I :6------------------------1 Vle i Vle 4.0 I 3.5 I
~mpedrado I I I I
I I I I .7------------------------1 Vlle I I I
Etoe I I I I
I I I I JB------------------------1 lVel !Ve 6 .0 I 5.0 I 9 0
Evanston I I I I
I I I I 9------------------------1 Vlei I I
Evanston I I I I
I I I I
0 , 41--------------------1 VIIel I I
Evanston I I I I
I I I I
See footnote at e n d of table.
164 Soil Surv ey
TABLE 6.--RANGELAND AND WOODLAND UNDERSTORY PRODUCTIV I TY AND CHARACTERISTIC PLANT COMMUNITIES--Continued
T ::>t al production
Soil name and
map symbol
33*:
Range or woodland s ite
IKind of year
I
Earsman-----------IPinyon-Juniper----------------IFavo r able
I I Norm a l
I I Unfa vo rable
I I
I I
I I
I I
I I
I I
I I
Rock outcrop. I I
I I
34, 35, 36---------IDeep Loam
Empedrado
#292----------------IFavo r able
I Norm a l
I Unfa vo rable
I
I
I
37-----------------Douglas Fir-------------------IFavo r able
Etoe I Norm a l
I Unfa v orable
I
I
I
I
I
38, 39, 40, 41-----IDeep Loam #292----------------IFavo r able
Evanston Norm a l
Unfa v orable
42*----------------Riverbottom-------------------Favo r able
Fluvaquents Norm a l
Unfa vorable
43*, 44*:
Forelle-----------Rolling Loam #298-------------IFavo r able
I Norm a l
Brownsto----------IStony
I
45, 4 6,
Forsey
I
I
I
I
I
I
I
47---------IStony
I
I
I
I
I
I
I Unfa v orable
I
I
Foothills #287----------IFavo r able
I Norm a l
I Unfa vorable
I
I
I
I
I
I
Loam #237---------------IFavo rable
I Norm a l
!Unfa v or able
I
I
I
I
See footnote at end of table.
Characteristic vegetation
Dry
I weight
Comp o -
sition
I Lb/acre Pct
I
I
I 600 Gambe l oak --------------------15
I 500 Muttongrass-------------------10
I 400 Needleandthread------~--------10
I Saskatoon serviceberry--------10
I Western wheatgrass------------10
I Bluebunch wheatgrass----------5
I IBottlebrush squirrelta il ------1 5
I !Indian ricegrass--------------1 5
I !Prairie junegrass-------------1 5
I ITrue mountainmahogany ---------1 5
I I
I I
I 1 ,800 !Western wheatgrass------------25
I 1 ,5 00 INeedleandthread---------------15
I 1 ,000 !Mo untain big sage-------------1 0
I !G ambel oak--------------------5
I !Rubber rabbitbrush------------5
I I
I 400 Columbia needlegrass----------1 5
I 250 Grouse whortleberry-----------15
I 150 Mountain snowberry------------10
1,800
1,500
900
Nodding bromegrass------------5
Kinnikinnick------------------5
Common juniper----------------5
Boxleaf myrtle----------------5
Basin big sagebrush-----------
Needleandthread---------------
Western wheatgrass------------
Prair ie junegrass-------------
Muttongrass-------------------
Saskatoon serviceberry--------
1 Mountain snowberry------------
1
10
10
10
5
5
5
5
3,000 !Alkali sacaton----------------40
2,500 IS edge-------------------------15
1 ;000 !Western wheatgrass------------15
!Inland saltgrass--------------10
I I
I I
1 ,200 !Western wheatgrass------------1 40
BOO IBluebunch wheatgrass----------1 20
600 !I ndian ricegrass--------------1 5
BOO
600
400
2,000
1,200
1,000
!Douglas rabbitbrush-----------1 5
I I
!Wyoming big sagebrush---------1 10
IBluebunch wheatgrass----------1 10
!Western wheatgrass ------------1 10
IBottlebrush squirreltail------1 5
INeedleandthread---------------1 5
!Indian ricegrass--------------1 5
IPinyon------------------------1 5
IUtah juniper------------------1 5
I I
I Bluebunch wheatgrass----------1 20
!Saskatoon serviceberry--------1 15
IMuttongrass -------------------1 10
!Arizona fescue----------------1 5
INeedleandthread---------------1 5
IBasin big sagebrush-----------1 5
!Prairie junegrass-------------1 5
Aspen-Gypsum Area, Colorado
TABLE B. --RECREATIONAL DEVELOPMENT--•:ontinued
Soil name and
map symbol
I
Camp areas
I
35--------------------IModerate:
Empedrado I slope.
I
I
36--------------------ISevere:
Empedrado I slope.
I
37--------------------ISevere:
Etoe I slope.
I
I
38--------------------IModerate:
Evanston I dusty.
I
I
39--------------------ISevere:
Evanston slope.
40, 41----------------Severe:
Evanston slope.
42*-------------------Severe:
Fluvaquents flooding,
wetness.
43*:
Forelle--------------Moderate:
slope,
dusty.
Brownsto-------------IModerate:
I slope,
I small stones.
I
I
44*: I
Forelle--------------ISevere:
I slope.
I
I
Brownsto-------------ISevere:
I slope.
I
I
45--------------------IModerate:
Forsey I large stones.
I
I
I
46--------------------ISevere:
Forsey I slope.
I
I
I
47--------------------ISevere:
Forsey I slope.
I
I
I
See footnote at end of table.
Picnic areas
I Moderate:
I slope.
I
I
I Severe:
I slope.
I
I Severe:
I slope.
I
I
I Moderate:
I dusty.
I
I
I Severe:
I slope.
I
Severe:
slope.
Severe:
wetness.
Moderate:
slope,
dusty.
Moderate:
slope,
small stones.
Severe:
slope.
Severe:
slope.
Moderate:
large stones.
I Severe:
I slope.
I
I
I
I Severe:
I slope.
I
I
I
Playgr•)Unds I Paths and trails I Golf fairways
I Severe:
I slope.
I
I
I Severe:
I slope.
I
I Severe:
I slope.
I
I
I Moderate:
I slope,
I dusty.
I
I Severe:
I slope.
I
I
I Severe:
I slope.
I
I Severe:
I wetness.
I
I
I
I Severe:
I slope.
I
I
I Severe:
I slope,
I small st o nes.
I
I
I
I Severe:
I slope.
I
I
I Severe:
I slope,
I small stcnes.
I
I Severe:
I large stcnes,
I slope,
I small stc nes.
I
I Severe:
I large stc nes,
I slope,
I small stc nes.
I
I Severe:
I large stc nes,
I slope,
I small stc nes .
I
I I
I I
I
I I
ISlight----------IModerate:
I I large stones,
I I slope.
I I
I Moderate:
I slope.
I
I Severe:
I s l ope,
I erodes easily.
I
I Moderate:
I dusty.
I
I
I Moderate:
I slope,
I dusty.
I
I Severe:
I slope.
I
I Severe:
I wetness.
I
I
I
I Severe:
I slope.
I
I Severe:
I slope.
I
I
I Slight.
I
I
I
Severe:
slope.
Severe:
slope.
Severe:
wetness.
I Moderate: I Moderate:
I dusty. I large stones,
I I slope.
I I
!Slight----------Moderate:
I
I
I
I
I
I Moderate:
I slope,
I dusty.
I
I Moderate:
I slope.
I
I
I Moderate:
I large stones.
I
I
I
I Moderate:
I large stones,
I slope.
I
I
I Severe:
I slope.
I
I
I
small stones,
draughty,
slope.
Severe:
slope.
Severe:
slope.
I Severe:
I large stones.
I
I
I
I Severe:
I large stones,
I slope.
I
I
I Severe:
I large stones,
I slope.
I
I
I
186 Soil Survey
TABLE 9.--WILDLIFE HABITAT--Cont i nued
Potential for habitat elements Potential as h abitat for--
Soil name and
map symbol
33*:
Grain
and
seed
crops
Earsman-----------IPoor
I
I
Rock outcrop . I
I
34, 35, 36---------IPoor
Empedrado I
I
37-----------------IVery
Etoe I poor.
I
38-----------------IPoor
Evanston I
I
39, 40, 41---------IPoor
Evanston I
I
42*----------------IPoor
Fluvaquents I
I
43*, 44*: I
Forelle-----------IPoor
I
I
Brownsto----------IPoor
I
I
45, 46, 47---------IPoor
Forsey I
I
48-----------------IPoor
Fughes I
I
49-----------------IFair
Goslin I
I
50-----------------IPoor
Goslin I
I
51, 52-------------IPoor
Gothic I
I
Grasses
and
legumes
Fair
I Poor
I
I
I Very
I poor.
I
I Poor
I
I
I Poor
I
I
I Poor
I
I
I
I Poor
I
I
I Fair
I
I
I Fair
I
I
I Poor
I
I
I Good
I
I
I Poor
I
I
I Poor
I
I
53-----------------IVery !Very
Gothic I poor. I poor.
I I
54-----------------IVery
Grotte I poor.
I
55*: I
Gypsum land. I
I
I Very
I poor.
I
I
I
I
Gypsiorthids------IVery IVery
I poor. I poor.
I I
56-----------------IPoor
Ipson I
I
57-----------------IVery
Ipson I poor.
I
I Poor
I
I
!Very
I poor.
I
See footnote at end of table.
Wild
herba-IConif-!Sh r ubs
ceous l erous I
plantslplants I
I Fair
I
I
I
I
I Fair
I
I
I Good
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I Good
I
I
I Fair
I
I
I Fair
I
I
!Good
I
I
I Good
I
I
I Fair
I
I
I
I
I
I Poor
I
I
I Fair
I
I
I Fair
I
I
Poor
Good
I Poor
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Poor
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I Fair
I
I
I
I
I Fa i r
I
I
I Go od
I
I
I Fair
I
I
I Fair
I
I
I
I
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I Good
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I
I
I
I Poor
I
I
I Fair
I
I
I Fair
I
I
,.
I WetlandlShallow
I plants I water
I areas
Open-
land
wild-
life
I Very Very I Poor
I poor.
I
I
I
I Very
I poor.
I
I Very
I poor.
I
I Poor
Very
poor.
Fair
Very
p oor.
Very
I poor .
I
I Very
I poor.
I
I Very
I poor.
I
I Poor
I
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I
I
I
I Poor
I
I
I Very
I poor.
I
I Very
I poor.
I
poor. I
Very
poor.
Very
poor .
I Very
poor.
Very
poor .
Fair
Very
poor.
Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I
I
I
I Very
I poor.
I
I Very
I poor .
I
I Very
I poor.
I
I
I
I
I Fair
I
I
I Poor
I
I
I Poor
I
I
I Poor
I
I
I Poor
I
I
I
I Poor
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I Fair
I
I
I Poor
I
I
I Poor
I
I
I Poor
I
I
I
I
I
I
I
I
I Very
I poor.
I
I Poor
I
I
I Poor
I
I
Wood-
land !Wetland
wild-I wi ld-
life I life
Range-
land
wild -
life
I Very Fa ir.
I poor .
I
I
I
I Very
I poor.
I
I Fa ir .
I
I
I Fair
I
!V ery
I p oor.
I
I
I
I
I
I
I
I
I
I
Poor
Fair
Very
poor .
I Very
I poor.
I
I Very
I po or.
I
I Fair
I
I
I
I
I Fa ir.
I
I
I Fa i r .
I
I
I Poor.
I
I
I
I Very I Fa i r.
I poor. I
I I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Very
I poor.
I
I Fa i r.
I
I
I Fair.
I
I
I Go od.
I
I
I
I
I
I Very I Fa i r.
I poor. I
I I
I Very
I poor.
I
I Very
I po or.
I
I Very
I poor.
I
I
I
I
I Very
I poor.
I
I Fair.
I
I
I Fa i r.
I
I
I Fa ir.
I
I
I
I
I
I Po or .
I
I
I Very !Fa ir.
I poor. I
I I
I Very
I poor.
I
I Fai r .
I
I
194
Soil name and
map symbol
Shallow
excavations
TABLE 10.--BUILDING SITE DEVELOPMENT-~Continued
Dwe l lings
without
basements
I
Dw e llings
with
ba s ements
I I I
Small
commercial
bu i ldings
34----------------ISlight---------ISlight---------ISlight ---------IModerate:
E!'."pe d '"'td' I I I I s l ope.
I I I I
35----------------IModerate:
Empedrado I slope.
I
I
36----------------ISevere:
Empedrado I slope.
I
37----------------ISevere:
Etoe I slope.
Moderate:
slope.
Severe:
slope.
Severe:
slope.
I Moder a te: I Severe:
I slope. I s l ope.
I I
I I
I Severe: \Severe:
I slope . I slope.
I I
I Severe : \Severe:
I slope . I slope.
I I
Loca l roads
and streets
Soil Surv ey
Lawns a nd
lands c a pi ng
I Moderate: I Moderat e:
I frost act ion. I large s tone s .
I I
I Moderate:
I slope,
I frost action.
I
I Severe:
I slope.
Severe:
slope.
I Moderate:
I large st one s ,
I slope .
I
I Seve r e :
I slope.
I
Severe :
slope.
I
38----------------ISlight---------Slight---------ISlight ---------ISlight---------Slight---------Slight.
Evanston I
I
39, 40, 41--------ISevere:
Evanston I slope.
I
42*---------------ISevere:
Fluvaquents I cutbanks
I wetness.
I
I
43*: I
Forelle----------IModerate:
I slope.
I
I
Brownsto---------Severe:
cutbanks
44*:
Forelle----------Severe:
slope.
Brownsto---------Severe:
cutbanks
slope.
45----------------IModerate:
I Severe:
I slope.
I
\Severe:
cave, I flooding,
I wetness.
I
I
I
I Moderate:
I slope.
I
I
I Moderate:
cave. I slope.
I
I
I
I
I Severe:
I slope.
I
I Severe:
cave, I slope.
I
I
I Moderate:
Forsey I large stones. I large stones.
I I
I
46, 47------------ISevere:
Forsey I slope.
I
I
I
I Severe:
I slope.
I
I
I I
I I
I Severe :
I s l ope .
I
I Severe:
I floo d ing,
I wetn e ss.
I
I
I
I Moder a te:
I slope.
I
I
I Moder a te:
I slope.
I
I
I
I
I Severe:
I slope .
I
I Severe:
I slope.
I
I
I Moder at e:
I large stones.
I
I
I Severe:
I slope .
I
I
\Severe:
I slope.
I
I Severe:
I flooding,
I wetness .
I
I
I
!Severe:
I slope .
I
I
I Severe:
I slope.
I
I
I
I
\Severe:
I slope.
I
I Severe:
I slope.
I
I
I Moderat e:
I slope,
I large s t ones.
I
I Severe:
I slope.
I
I
48----------------IModerate: I Severe: I Severe: I Severe:
Fughes I too clayey. I shrink-swell. I shri nk-swell. I shrink-swell.
I I I I
I I I I
49----------------ISlight---------ISlight---------ISlight---------\Moderate:
Goslin I I I I slope.
I I I I
50----------------ISevere:
Goslin I slope.
I
See footnote at end of table.
I Severe:
I slope.
I
\Severe :
I slope.
I
\Severe:
I slope.
I
Severe:
slope.
Severe:
wetness,
flooding,
frost action.
I Moderate:
I slope.
I
I
I Moderate:
I slope.
I
I
I
I
I Severe:
I slope.
I
\Severe:
I slope.
I
I
Moderate:
frost action,
large s t ones.
Severe:
slope.
Severe:
shrink-swell,
low strength.
Severe:
s l o p e .
Se v ere:
wet ne ss.
!Moderate:
I large s tone s ,
I slope.
I
I Moderate:
I s m al~ sto ne s ,
I d raughty,
I s lope.
I
I
I Severe:
I s l ope.
I
I Severe:
I slope.
I
I
I Seve re :
I large st one s ·
I
I
I Severe:
I large s ton es ,
I slope.
I
\Moderate:
I large s ton e '·
I
I
\Slight---------\Slight.
I I
I I
I Severe:
I slope.
I
\Severe:
I slope.
I
204 Soil Survey
TABLE 11.--SANITARY FACILITIES--Conti n ued
Soil name and
map symbol
29*, 30*:
Rock outcrop.
Septic tank
absorption
fields
31------------------ISevere:
Dotsero I slope.
I
I
Sewage lagoon
areas
I Severe:
I seepage,
I slope.
I
32------------------ISlight-----------ISevere:
Dotsero I I seepage.
I I
33*: I I
Earsman------------Severe:
Rock outcrop.
depth to rock,
slope.
I Severe:
I seepage,
I depth to rock,
I slope.
I
I
I
34------------------Slight-----------!Severe:
Empedrado I seepage.
35------------------Moderate:
Empedrado slope.
36------------------ISevere:
Empedrado I slope.
I
I
37------------------ISevere:
Etoe I slope.
I
I
38------------------!Moderate :
Evanston I percs slowly.
I
I
39, 40, 41----------ISevere:
Evanston I slope.
I
42*-----------------ISevere:
Fluvaquents I flooding,
I wetness,
I poor filter .
I
43*: I
Forelle------------IModerate:
I percs slowly,
I slope.
I
Brownsto-----------IModerate:
I slope.
I
I
44 *: I
Forelle------------ISevere:
I slope.
I
Brownsto-----------ISevere:
I slope.
I
I
See footnote at end of table.
I
I Severe:
I seepage,
I slope.
I
I Severe:
I seepage,
I slope.
I
I Severe :
I slope .
I
I
!Moderate:
I seepage,
slope.
Severe:
slope.
Severe:
seepage,
flooding.
Severe:
slope.
Severe:
seepage,
slope.
Severe:
slope.
Severe:
seepage,
slope.
Trench
sanitary
landfill
Severe:
seepage,
slope.
Seve re:
seepage.
I Severe:
I depth to rock,
I slope.
I
I
I
I
l·Severe:
I seepage.
I
I Severe:
I seepage.
I
I
Severe:
seepag e,
slope.
Severe:
slope,
large stones.
Area
sanitary
landfill
I Severe:
I seepage,
I slope.
I
I Severe:
I seepage.
I
I
I Severe:
I depth to rock,
I slope.
I
I
I
I
I Severe:
I seepage.
I
I Severe:
I see page.
I
I
I Severe:
I seepage,
I slope.
I
I Severe:
I slope.
I
I
Daily cover
for landfill
I Poor:
I slope.
I
I
I Fair:
I small ston es .
I
I
I Poor :
I area reclaim,
I small sto nes,
I slope.
I
I
I
I Fair:
I small stones.
I
Fair:
small stones,
slope.
Poor:
slope.
Poor:
large stones,
slope.
Slight-----------ISlight-----------IGood.
I I
I I
I I
Severe : I Severe: I Poor:
I slope . I slope. I slope.
I I I
I Severe : I Severe: I Poor:
I flood i ng, I flooding, I seepage,
I seepage, I seepage, I too sandy,
I wetne s s. I wetness. I small stones .
I I I
I I I
I Moderate: !Moderate : I Fair:
I slope . I slope. I slope.
I I I
I I I
Moderate: Moderate: I Poor:
slope , slope. I small stones.
too sandy. I
I
I
Severe: Severe: I Poor :
slope. slope. I slope.
I
Severe: Severe: I Poor:
slope. s lope. I small stones,
I slope.
I
.span-Gypsum Area, Colorado
TABLE 12.--CONSTRUCTION MATERIALS--Continued
11 *:
Soil name and
map symbol
Roadfill
. ollard--------------JPoor: I I area reclaim,
I slope.
I
.eek outcrop. I
I
.--------------------!Fair:
Jotsero I slope.
I
I
1--------------------IGood-----------------
J otsero I
I
3*: I
Sarsman--------------IPoor:
I area reclaim,
I slope.
I
I
~eek outcrop. I
I
4, 35----------------JGood-----------------
Zmpedrado I
I
j --------------------JFair:
3mpedrado I slope.
I
I
7--------------------JPoor:
Etoe I slope.
I
I
I
8--------------------IGood-----------------
Evanston I
I
1--------------------IFair:
Evanston I slope.
I
J, 41----------------JPoor:
3vanston I slope.
I
I
I
Sand
Improbable:
excess fines.
Improbable:
excess f ines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines,
l arge stones.
Improbable:
excess fines.
Improbable:
excess fines.
I Improbable:
I excess fines.
I
Grave l
Im p robable :
e x cess f i nes.
Improbable:
I excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines.
Improbable:
excess fines .
Improbable:
excess fines,
large stones.
I mprobable:
excess fines.
Improbable:
excess fines.
!Improbable:
I excess fines.
I
!Poor:
I slope.
I
I
I
I
JPoor:
Topsoil
I small stone s,
I slope.
I
!Poor:
I small
I
I
JPoor:
stones.
I area reclaim,
I small stones,
I slope.
I
I
I
Poor:
small stones .
Poor:
small stones ,
slope.
Poor:
small stones,
area reclaim,
slope.
Good.
I
I
I Poor:
I slope.
I
JPoor:
I slope.
I
2*-------------------IPoor: IProbable-------------IP r obable-------------IPoor:
E'luvaquents I wetness. I too sandy,
I I small stones,
I I area reclaim.
I I
3*: I I
Forelle--------------IGood-----------------Jimprobable:
I I excess fines.
I I
I I
I I
9rownsto-------------IGood-----------------Jimprobable:
I I excess fines.
I I
I I
4*: I I
Forelle--------------IFair: !Improbable:
I slope.
I
See footnote at end of table.
I excess fi nes.
I
I Improbable:
I excess fine s.
I
I
I
!Imp robab l e:
I excess fines.
I
I
I
I Improbable:
I exce ss f i nes.
I
I Fair:
I too clayey,
I small stones,
I slope.
I
!Poor:
I small stones,
I area r eclaim.
I
I
I Poor:
I slope.
I
215
11
.J
I
Aspen-Gypsum Area, Colorado 225
TABLE 13.--WATER MANAGEMENT--Continued
Limitations for--
Soil name and Pond
map symbol reservoir
areas
26*, 27*, 28*:
Dahlquist--------I Severe:
I seepage,
I slope.
I
Southace---------ISevere:
seepage,
slope.
29*, 30*:
Dollard----------Severe:
slope.
Rock outcrop.
31----------------Severe:
Dotsero seepage,
slope.
32----------------Severe:
Dotsero seepage.
33*:
Earsman----------Severe:
Rock outcrop.
depth to rock,
slope.
34----------------ISevere:
Empedrado I seepage.
I
35, 36------------ISevere:
Empedrado I seepage,
I slope.
I
37----------------ISevere:
Etoe I slope.
I
I
38----------------IModerate:
Evanston I seepage,
I slope.
I
39, 40, 41--------ISevere:
Evanston I slope.
I
I
42*---------------Severe:
Fluvaquents seepage.
43*, 44*:
Forelle----------Severe:
slope.
Brownsto---------Severe:
seepage,
slope.
See footnote at end of table.
Embankments,
dikes, and
levees
I Severe:
I seepage,
I large stones.
I
I Severe:
I seepage,
large stones.
Severe:
thin layer.
Severe:
seepage.
Moderate:
seepage.
Severe:
thin layer.
Severe:
piping.
Severe:
piping.
Severe:
large stones.
I Severe:
I piping.
I
I
I Severe:
I piping.
I
I
I Severe:
I seepage,
I wetness .
I
I
I Severe:
I piping.
I
I
I Severe:
I seepage.
I
I
Drainage
!Deep to water
I
I
I
I Deep to water
I
I
I
I
!Deep to water
I
I
1
Deep to water
Deep to water
Deep to water
Deep to water
IDeep to water
I
I
I
I Deep to water
I
I
I
IDeep to water
I
I
I
IDeep to water
I
I
I
I Flooding,
I large stones,
I frost action.
I
I
!Deep to water
I
I
I
IDeep to water
I
I
I
Features
Irrigation
Slope,
large stones,
draughty.
Slope,
large stones,
droughty.
Peres slowly,
depth to rock.
Droughty,
I slope.
I
I
IDroughty,
I slope .
Droughty,
depth to rock,
slope .
affecting--
Terraces
and
diversions
Slope,
large stones,
too sandy.
Slope,
large stones,
too sandy.
Slope,
depth to rock,
erodes easily.
Slope----------
Favorable------
Slope,
large stones,
depth to rock.
I
Grassed
waterways
Too arid,
large stones,
slope.
Too arid,
large stones,
slope.
Slope,
erodes easily,
depth to rock.
Slope,
draughty.
Draughty.
Large stones,
slope,
draughty.
Slope----------IFavorable------Favorable.
I
I
Slope----------ISlope----------Slope.
I
I
I
I Slope, I Slope,
I large stones, I large stones,
I erodes easily. I erodes easily.
I I
I Slope----------IErodes easily
I I
I I
I I
I Slope----------I Slope,
Large stones,
slope,
erodes easily .
Too arid,
erodes easily.
I Too arid,
I I erodes easily. I slope,
I I
I I
I Slope,
I wetness,
I draughty.
I
I
ILarge stones,
I wetness.
I
I
I
I Slope----------I Slope,
I I erodes easily.
I I
I I
I Slope,
I droughty,
I soil blowing .
I
I Slope,
I too sandy,
I soil blowing.
I
I erodes easily.
I
!Large stones,
wetness.
Too arid,
slope,
erodes easily.
Too arid,
slope,
draughty.
Aspen-Gypsum Area, Colorado 235
TABLE 14.--ENGINEERING INDEX PROPERT IES--Cont i n u ed
Classif i cation IF rag-Percentage passing
Soil name and Depth I USDA texture men t s sieve number--!Liqui d Plas-
map symbol I Unified AASHTO > 3 I limit ticity
I inches 4 10 40 200 I index
In Pct Pct
I I I
26*, 27*, 28*: I I I
Southace--------0-lOIVery stony sandy SM IA-2, A-4 15-35 90-100185-95 155-90 125-50 20-25 NP-5
I loam. I I I
10-221Extremely stony SM IA-2, A-1 40-65 65-8 0 160-75 35-50 15-30 20-25 NP-5
I sandy l oam, very I I
I cobbly sandy I I
I loam. I I
i22-601Extremely stony ISM, GM IA -1 35-60 55-80 50-75 10-50 10-25 NP
I I loamy coarse I I
I I sand, very I I
I I cobbly loamy I I
I I sand. I I
I I I I
29*, 30*: I I I I
Dollard---------I 0-4 !Clay loam--------ICL IA-6 0 95-100 95-100 90-100 80-95 35-50 15-30
I 4-33 I Silty clay, silty I CH, CL IA-7 0 95-100 95-100 90-100 80-90 40-60 20-40
I I clay loam, clay I I
I I loam. I I
33 !Weathered bedrock I
I I
Rock outcrop. I I
I I
31---------------0-31 J Gravelly sandy SM, GM IA-1, A-2 0 60-80 55-75 35-50 15-35 15-20 NP-5
Dotsero I loam. I
31-411 Gravelly sandy SM, GM IA -1, A-2 0 60-80 55-75 35-50 15-30 15-2 0 NP-5
I loam. I
41-601Fine sandy loam, SM, SM-SC, IA -4 0 90-100 90-100 70-85 40-65 20-30 NP-10
I sandy loam, ML, CL-MLI
I loam. I
I I
32---------------0-7 !Sandy loam-------SM IA-1, A-2 0 80-100 75-95 40-60 20-35 15-2 0 NP-5
Dotsero 7-411Gravelly sandy SM, GM IA-1, A-2 0 60-80 55-75 35-50 15-30 15-20 NP-5
I loam. I
41-60 1Fine sandy loam , SM, SM-SC, IA -4 0 90-1 00 90-1 00 70-85 140 -65 20-30 NP-10
I sandy loam, ML, CL-MLI
I loam. I
I I
33*: I I
Earsman---------0-5 !Very stony sandy SM, GM IA-2, A-4 10-2 0 160-85 50-75 45-70 25 -40 25-30 NP-5
I loam. I I
5-19JVery channery IGM-GC A-2 5-25 135-55 30-40 20-35 10-25 25-30 5-10
I loam, very I I
I channery sandy I I
I loam, very I I
I channery fine I I
I sandy loam. I I
19 JUnweathered I I
I bedrock. I I
I I I I
Rock outcrop. I I I I
I I I I
34, 35, 36-------0-5 I Loam-------------I ML A-4 0-1 0 195-1 00 95-100 80-95 155-75 30-35 5-10
Empedrado 5-401Clay loam, sandy ICL, SC IA-6 0-1 0 195-100 65-95 55 -90 140-7 0 30-40 10-20
I clay loam, I I I I
I gravelly clay I I I I
I loam. I I I I
40-60JSandy loam, clay ISM, ML IA-2, A-4 0-1 0 195-1 00 70-100155-80 125 -60 25-30 NP-5
I loam, gravelly I I I I I
I loam. I I I I I
I I I I I I
See footnote at end of t able.
248 Soil Survey
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS--Continued
I I ErosionlWind
Soil name and
map symbol
I Depth I Clay Moist
bulk
density
Permea-!Available! :Soil I Salinity I Shrink-I
I
factorslerodi-Organic
I I bility wate r reaction I I swell I bility matter
T !group I I I capaci ty I I potential I K
I In Pct g/cc In/hr In/in pH lmmhos/cml
I
26*, 27*, 28*: I I
Dahlquist-------! 0-6 112-20 11.25-1.35 2.0-6.0
I 6-13120-35 11.25-1.40 0.6-2.0
113-601 7-20 11.25-1.45 >6 .0
I I I
Southace--------1 0-101 5-20 11.40-1.50 2.0-6.0
110-221 5-20 11.45-1.55 2.0-6.0
122-60! 2-15 1.60-1.70 >20
I I
29*, 30*: I I
Dollard---------! 0-4 135-40 1.20-1.30 0.06-0.2
I 4-33135-50 1.30-1.40 0.06-0.2
I 33
I
Rock outcrop . I
I
31---------------1 0-31
Dotsero 131-41
41-60
10-18 1.30-1.40
10-18 1.40-1.50
15-25 1.40-1.50
32---------------0-7 10-18 1.30-1.40
Dotsero 7-41 10-18 1.40-1.50
41-60 15-25 1.40-1.50
33*:
2.0-6.0
2.0-6.0
2.0-6.0
2.0-6.0
2.0-6.0
2.0-6.0
Earsman---------0-5 10-20 1.40-1.55 2.0-6.0
5-19 5-18 1.40-1.551 2.0-6.0
19
Rock outcrop.
34, 35, 36-------1 0-5 15-27
Empedrado 5-40120-35
40-60115-30
I
37---------------0-8 110-23
Etoe 8-24110-20
24-60120-25
I
38, 39-----------0-14115-27
Evanston 14-31118-35
31-60118-27
I
40, 41-----------0-12115-27
Evanston 12-25118-35
25-60118-27
I
42*--------------0-101 4-30
Fluvaquents 10-24110-35
24-601 0-5
I
43*, 44*: I
Forelle---------0-6 115-27
6-30118-35
30-60118-30
I
Brownsto--------0-4 110-20
4-11115-20
11-30 115-20
30-601 5-15
I
1.35-1.45
1.40-1.55
1.40-1.55
1.35-1.45
1.40-1.50
1.45-1.55
1.25-1.35
1.35-1.45
1.35-1.45
1.25-1.35
1.35-1.45
1.35-1.45
0.6-2.0
0.6-2.0
2.0-6.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
0.6-2.0
1.20-1.50 0.6-20
1.40-1.601 0.6-2.0
1.60-1.70 >20
1.15-1.25
1.25-1.35
1.25-1.35
1.35-1.45
1.25-1.35
1.35-1.45
1.35-1.45
0.6-2.0
0.6-2.0
0.6-2.0
2.0-6.0
0.6-2.0
2.0-6.0
2.0-6.0
See footnote at end of table.
I
I
10.06-0 .1 0 6.6-7.8
10.06-0 .1 1 6.6-7.8
10.03-0 .05 7.9 -9.0
I
10.08-0 .10 7.9-8.4
10.04-0 .06 7.9-8.4
0.02-0 .04 7.9-8.4
0.17-0 .19 7.4-8.4
0.13-0 .1817.9-9 .0
0.08-0 .lQ 6.6-8.4
0.07-0 .09 7.9-8.4
0.11-0 .18 7.9-8.4
0.10-0 .14 6.6-8.4
0.07-0 .09 7.9-8.4
0.11-0 .18 7.9-8.4
I
0.06-0 .0917.4-8.4
0.04-0 .0917.4-9.0
I
0.16-0 .18 6.6-7.3
0.19-0 .21 6.6-7.8
0.11-0 .1 3 7.9-8.4
0.16-0.18 6.1-7.3
0.10-0 .1 4 6.1-6.5
0.05-0.11 6.1-7.3
0.15-0.18 6.1-7.8
0.16-0.2016.6-8.4
0.16-0 .1817.9-9.0
I
0.15-0.1816.1-7.8
0.16-0.2016.6-8.4
0.16-0.1817.9-9.0
I
0.07-0.16 7.4-8.4
0.10-0.18 7.4-8.4
0.04-0.09 7.4-8.4
0.16-0.18 6.6-8.4
0.16-0.21 6.6-8.4
0.16-0.18 7.9-9.0
0.08-0.10 7.4-8.4
0.11-0.13 7.4-8.4
0.06-0.08 7.4-8.4
0.05-0.10 7.4-8.4
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<4
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<8
<8
<2
<2
<2
<2
<2
<2
<2
<2
ILow-------0.05 5
!Low-------0.02
!Low-------0.02
I
ILow-------0.10 2
ILow-------0.02
!Low-------0 .02
I
I
IHigh------0.37 2
IHigh------0.37
1----------
1
I
I I
ILow-------10.101 5
ILow-------10.201
!Low-------10.241
I I I
Low-------10.201 5
Low-------10.201
Low-------10.241
I I
I I
Low-------10.171 1
Low-------10.101
--------------1
I
I
I
Low-------0.241 5
!Moderate 0.241
!Low-------0.171
I I
ILow-------0.371 5
I Low-------0.151
ILow-------0.151
I I
ILow-------10.281 5
!Moderate 10.371
ILow-------10 .371
I I I
!Low-------10.281 5
!Moderate 10.371
ILow-------10.371
I I I
ILow-------10.201 5
ILow-------10.28
ILow~------10.05
I I
I I
!Low-------10.32 5
!Moderate 10.37
!Low-------10.37
I I
ILow-------10.10 5
!Low-------10.20
!Low-------10.05
!Low-------10.10
I I
Pct
8 1-3
3 1-3
4L 1-2
5 3-6
5 3-6
5 <l
5 2-4
5 1-3
5 2-4
5 2-4
3 <1
5 .5-1
3 1-2
TABLE 16.--SOIL AND WATER FEATURES--Continued
Soil name and
map symbol
17*, 18*, 19*:
Cochetopa--------1
I
Antrobus---------I
I
20----------------
Coul terg
21*, 22*:
Curecanti--------
Fughes-----------
23, 24------------
Cushool
25*:
Cushool----------
Rent sac----------
26*, 27*, 28*:
Dahlquist--------I
I
Southace---------1
I
29*, 30*: I
Dollard----------I
I
Rock outcrop. I
I
31, 32------------1
Ootsero
33*:
Earsman----------
Rock outcrop.
34, 35, 36--------
Empedrado
37----------------
Etoe
I
38, 39, 40, 41----1
Evanston I
I
Hydro-
logic
group
c
B
B
B
c
c
c
D
B
B
c
B
D
B
B
B
Flooding
I
Frequency I Duration
I
I
I
I I
I None--------I
I I
I None--------I
I I
I None--------I
I I
I
I
!None--------
None--------
None--------
None--------
None--------
None--------
None--------
INone--------
1
I
I
INone--------
1
I
I
INone--------
1
I
I
INone--------
1
I
INone--------
1
I
INone--------
1
I
See footnote at end of table.
High water table I Bedrock I I Ri sk of corrosion
I I I I I Potential I
!Months I Depth I Kind !Months IDepthlHard-I frost !Uncoated !Concrete
I I I I
I I Ft I I
>6. 0
>6. 0
>6.0
>6.0
>6.0
>6.0
>6. 0
>6.0
>6.0
>6.0
>6.0
>6.0
>6.0
>6.0
>6.0
>6.0
I I ness I action I steel I
I In
>60
>60
>60
>60
>60
I
20-401Soft
I
I
I
20-401Soft
I
8-201Hard
>60
>60
I
I
20-40 1Soft
I
I
I
>60 I
I
I
I I
110-201Hard
I I
I I
I I
I >60 I
I I
I I
I >60 I
I I
I I
I >60 I
I I
I I
Moderate---JModerate !Low.
I I
Moderate---!High-----!Low.
I I
Moderate---IHigh-----JHigh.
I
I
I
Moderate---IModerate !Moderate.
I
Moderate---!Moderate !Low.
Low--------!High-----!Moderate .
Low--------IHigh-----IMo derate.
Moderate---!High-----!Low.
I
I
Low--------IHigh-----ILow.
I
Low--------IHigh-----ILow.
I
I I
Low--------IHigh-----ILow.
I
Moderate---IHigh-----ILow.
Low--------IHigh-----ILow.
Moderate---IHigh-----ILow.
Moderate---IModerate ILow.
I
I I
JLow--------IHigh-----ILow.
I I
I I
I\)
~
en
0
en c: < <D
'<
DEPARTMENT OF EMERGENCY SERVICES
12-13-95
Mr. John Schenk
302 Eighth Street, Suite 310
Glenwood Springs , CO. 81601
Dear John,
EMS • FIRE • RESCUE *
I have received the packet from you in reference to the Cox subdivision exemption request.
After checking our district boundary map , it has been determ ined that this property is not within
the areas covered by the Glenwood Springs Department of Emergency Services . It is possible
that this area is in Carbondale 's district or is the resp onsibility of the Garfield County Sheriff.
We would respond to an emergency in the area if our resources are available and if requested
by either the responsible fire d istrict or by the request of the Sheriff. If in fact the area is not
within a fire district , we would bill the responsible party for our services which would include
man hours and equipment time .
I would suggest that the property owners seriously consider annexing into the nearest fire
district to insure some kind of emerge cy response. If you hav e any questions , please give me a
call.
Si~nere
I U~
. ~ Jones, Asst Chief, Glenwood Sp ings
Dept. of Emergency Services
cc: GARCO Planning Dept.
File
806 Cooper Avenue • Glenwood Spri gs, Colorado 81601 • (303) 945-2575 • FAX (303) 945-2597
I -. , .• -i. ·-' -~ • . ,
• i' ; : ,WRJ-s :Re~1 fl ~· ~!f~J l ~ (;.~. ~,; ~' L COLORADO IVISION OF WATER RESOURCES
':"i1f; f i l"~ h Lil 1 H ~1~-h~-~ ~ ~ '. t' ~ ins Centennial Bid ., 1313 Sherman St., Denver, Colorado 80203
ti( -. -; •• ;. ... ·~ 1 :"' .;' .. ;;. .f •' -.,. . ·~ -. . -.
Application must
be complete where
applicable . Type or
print in BLACK
INK . No overstrikes
or erasures unless
initialed.
()£)AP AMIT TO USE GROUND WATER
( )t ) AP AMIT TO CONSTRUCT A WELL
FOR:(~) AP AMIT TO INSTALL A PUMP
) RE LACEMENT FOR NO.---------)OT ER ______________ _
WA ER COURT CASE NQ. ________ _
(1) APPLl.CANT-mailing address If /f, ;:i/y#t FO R OFFICE USE ONLY : DO NOT WRITE IN THIS COLUMN ·
u1 ti fl. Co +-
(2) LOCATION OF PROPOSED WELL.
County
S~ £ % of the 5, £ %, Section
Twp. ' ~.Rng. ~f J!L.
(N ,S) (E,Wl
(3) WATER USE AND WELL DATA
Aquifer ground water is to be obtained from:
(),11. ....._o""""'"' Tl'· 'b f-o A.oaf"-'.,,,
GROUND WATER TO BE USED FOR:
( ) HOUSEHOLD USE ONLY · no irrigation (0)
k /{., <-1
(Xl DOMESTIC (1) ( ) INDUS RIAL (5)
( ) LIVESTOCK (2) ( ) I RRIGA ION (6)
( ) COMMERCIAL (4) ( ) MUNICI AL (8)
)0THER(9) ____________ +---
DETAIL THE USE ON BACK IN (11)
(4) DRILLER
Street-----------------+---
CitY----------=.,--,-.,---------,-,,.,+..--1state) (ZI )
Telephone No .------Lie . No . ___ __. __ _
Receipt No . ______ I----------
Ba si n ------Dist .
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights . The
issuance of the permit does not assure the applicant
t hat no injury will occur to another vested water
right or preclude another owner of a vested water
ri ght from seeking relief in a civil court action.
t
APPLICATION APPROVED
PERMIT NUMBER _____________ _
DAT E ISSUED--------------~
EXPIRATION DATE _____________ _
(STATE ENGINEER)
BY ___________________ _
~ 23 3g l.D. _ __.;;;:'---------COUNTY ______ _
---·-------
(6) THE LOCATION OF THE PROPOSED ELL ar.d the a rea on
,which the water will be used must be indicated on the diagram below.
~ Use the CENTER SECTION (1 section , 640 acr ) fot the well lo cat ion .
+ -t -+ +-+-+-+-+-
f.,. ___ 1 MILE, 5280 FEET--+-
+ + + + + + + +
+
I
+
(6) THE WELL MUST BE LOCATED BELOW '""
by distances from section lines.
/ 3 0 ft . from So L( 'U-sec. line
(north or south)
-J.15 0 ft. from £ d. 5 f-sec . line
(east or west)
LOT ____ BLOCK ___ FILING# __ _
I
+ --+--NORTH SECTION LINE I SUBDIVISION------------+ 1--~~~~~~~~~---,~~-
+NORTH+
I
I
~ + + ~
~ ~
z 00 0 m
-+-
+
I
t
(7) TRACT ON WHICH WELL WILL BE
LOCATED Owner: _-4.C.,.._,o.,_. -1.-'x.___ ___ _
No . of acres 1'>!.0 / . Will t h is be
the only well on this tract? __ ~y_t_5 ___ _
+ -+-n ~1----t----+----+---+-~~
w 0
+r---~~~~~~~~~~-
(8) PROPOSED CASING PROGRAM
I
+ +-
~ I I z ~ ~
w + + z ~ ~ m
I
+ + I
+ -+ -
I
I
-+--t
r + +
I
I
+ + -+ + + + I +
I I
+ --+-+
I
+-+-+ + +-+
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 ac es .
WATER EQUIVALEN T S TABLE (Rou nded Figures)
An acre-foot covers 1 acre of land 1 foot deep
1 cubic foot per second (cfs) ... 449 gallons per min te (gpm)
A family of 5 wil l require approximately 1 acre-foot f water per year.
1 acre-foot ... 43,560 cubic feet ... 325 ,900 ga llon .
1,000 gpm pumped continuously for one day produ s 4.42 acre-fee t .
J.,v,'((
Plain Casing
b in . from __ -r_/_ft. to __ e_o_ft .
Lf J;__ in . from __ $_o_ft . to __ 3_0.......:;Q_ ft.
Perforated casing
I. L/ Y:2.---in . from ft. to 3 s-o ft.
____ in . from ____ ft. to ____ ft.
(9) FOR REPLACEMEl'ff WELLS give di stan ce
and d irection fr o m old well and plans for pl ugging
it :
j
(12) OTHER WATER RIGHTS u sed on th is la d, inc lud ing we lls. Gi ve Regist ra t ion a nd Water Court C ase Numbers .
Used f r (purpose) Descript io n o f la nd on wh ich use d
(13) THE APPLICANT(S) STATE(S) THA THE INFORMATION SET FORTH HEREON IS
TRUE TO THE BEST OF HIS KNOWLEDGE .
1"-:1/ v 1 ~ (1~·1 .. A .if <:1 /r_
Use add it ional s eets of paper if more space is requ ired .
GARFIEL ~CO
GARFIELD COUNTY PLANNING DEPT.
109 EIGHTH STREET
GLENWOOD SPRINGS, CO.
81601
ATTN: MR. MARK BEAN, DIRECTOR
e
NTY SURVEYOR'S OFFICE
MAY 16, 1997
RE: COUNTY SURVEYOR REVIEW OF THE C X SUBDIVISION EXEMPTION PLAT.
DEAR MARK;
I HAVE REVIEWED THE ABOVE REFERE CED EXEMPTION PLAT AND NOTE THE FOLLOWING:
1) THE EAST AND WEST LINES OF PAR EL #6 AND THE EAST LINE OF PARCEL #5 ARE IN EXCESS
OF 1400 FEET AND SHOULD BE MO UMENTED AT A CONVENIENT POINT TO ELIMINATE
MONUMENTATION IN EXCESS OF 400 FEET.
2) THE ACREAGE IN THE PARCEL #4 ESCRIPTION IS NOT SHOWN.
3) ANY PLAT NOTES REQUIRED BY GA FIELD COUNTY PLANNING DEPARTMENT SHOULD BE NOTED
ON THE PLAT.
SHOULD YOU HAVE ANY QUESTIONS, PLEA E
CC:
RICHARD FARWELL, P.L.S.
SCARROW AND WALKER, INC.
818 COLORADO AVE.
'LENWOOD SPRINGS I co.
'601
'fD DELIVERED
TY FILES
~ourthouse Bldg.
eet
·in gs, CO 8160 l
Ext. 2510
AMUEL PHELPS
AS GARFIELD COUNTY SURVEYOR
Samuel Phelps
arfield County Surveyor
Private Office
214 E. Eighth Street, Ste . 210
Glenwood Springs, CO 81601
PH: (970) 928-8233 FAX: (970) 945-8565
SCHENK, KERST & deWINTER, P .C.
JOHN R. SCHENK
DAN KERST
WILLIAM J. deWINTER, III
Mark Bean
ATTORNEYS AT LAW
S !TE 310, 302 EIGHTH STREET
GLEN OOD SPRINGS , CO LORADO 81601
TELEPHONE: (970) 945 -2447
TELECOPIER: (970) 945-2440
October 4, 1996
Garfield County Planning Departme t
109 Eighth Street
Glenwood Springs, CO 81601
Re: Cox Subdivision Exe ption Application
Dear Mark:
HAND DELIVERED
This letter is sent on behalf f Paul C. Cox, Calvin H. Cox and Marilyn Cox, who
request an extension of time for a rther 120 days to file their subdivision exemption plat.
Calvin Cox advises me that he is a aiting direction from the county on whether or not an
additional plat note on treatment of th water supply will be sufficient. He is otherwise prepared
to submit the final exemption p lat nd pay the school fees. If you could advise as to the
county's position on the water treatm nt issue, it would be appreciated. Inasmuch as the current
extension expires on October 10, thi extension is requested at this time. If any further action
need be taken, please advise. Thank you.
JRS/clh
cc: Calvin Cox
11 :\JRSICOX \IlEAN. L l'R
-~--IFORM Nv.
GWs-42
07/93
STATE OF COLORADO
OFFICE OF THE STATE.INEER
818 Centennial Bldg., 1313 She1llr St.. , Colorado 80203
(303) 866-3581
For Office Use only
• EC EI V ED J ~~ l 'J''i9!J6E
PRIOR TO COMPLETING FORM, SEE INSTRUCTIONS N REVERSE SIDE i.~ _: u; .; l -.l 1% :
1. APPLICATION FOR WELL LOCATI N AMENDMENT
WELL PERMIT NUMBER ..... /..9.L. --~--~-~·-· ................ .
2
· ~~~/.~ •.. ~L~fJL,t,•.d~"'.. A.~tilyf1<2,g_.,,_
Mailing Address .. ~/.'SY ... ~ ........ @. ....... /./. ................................................................ .
City, St Zip ..... 0k.~.µ..JOO!L.:Sf h:thJ-S.·~···· .0 ........... 8/k.Q.f. ..
Phone cf.7.D) ..... 9.¥.r .~ .... S.3 .. ok:, ......... .
·.~.., a ·. ""-(''.J
•.O
r,:::.
o:.l r..i:i
f."") l.U ·..a I'.-:•
C"'·J L-.C::
~=· -:!"Ct :St:=
=LU -= = LU
t-
<C
;3:
Ul U..
~= t...J
U.J =>
. . ' '· ~ . .. : .... ' ..
3. ACTUAL WELL LOCATION: COUN1Y ..... G..J-r.{i_'. (4 .......... .... OWNER'S WELL DESIGNATION .. G...0.X... ......... Jo .. f.
....... J/.?..t. ... ~.~ .... ~ct..-.~ .. /(~ ..................................... Gfeh,lJt:H:xf S...0r.b,£..... . .. ~ ... ~... .. _g/6.9J .
(Address at well loca!ion) (City) ' J (State) (Zip)
... § ... W.. 1/4 of the §. ... /5 .... 1/4, Sec .... ../.. .. ? .. Twp ........ ~ ............... S.P..'Ift.. Range ........ ~.t. ....... Y:4.§t .......... fu7!1
P.M .
(Nonn or Soutti) (East or West)
Distances from Section Lines
Ft. from ...... §~.4ft Section Un , Ft. from Ea sf Section Line . .................................. ... //.0..0..
(North or Soutti) (East or West)
Subdivision Lot · Block Filing (Unit)
.. ~:;::.:;.:~;;t;;:':"·;z~·.;o;:~:~=o~~:;z:::zz=~·:~ion .:."·~=~1
... kn.Oh..r.lo..t:-. .. i.ync ........ !J .P. ... ~ ........ 4.9 ....................... '?. .. ~ ....... ~ ....................................................................................................................... .
S /l/ · -d-f as-1 .................. ee_ ......................... ···························································· ········································· ............................................................................................................... .
5. I (we), the above listed owner(s) own the well descri d herein. I (we) have read the statements made herein ,
know the contents t hereof, and state that they are tru to my (our) know ledge . [Pursuant to Section 24-4-104 (13)(a) C.R.S.,
the making of false statements herein constitutes perj ry in the secon d degree and is punishable as a class 1 misdemeanor.)
Name\Trtle ~ease type or print) .
fbul e. ~o J(
/k.A. JJ. ··················~·-·
State Engirn.,r
Court Case No . Div. S-
AECTION OF LOCATION PURSUANT
ANDUM 93-1 DATED JULY 7, 1993
MD
Date
(;,-/5-9~
.. ~~/-.f(p .
Date
TJ1l No.
-7$-25 I
APPLfCANT
OFFICE OF lHE ~TE 8' BINEER
COLORADO DIVl -N OF\ lfATER RESOURCES
816 Centennial Bldg., 1313 Sherman Sl, >enver, Colorado 60203
(303) 666-3561
V\nL PERMIT NUMBER ---:1-9-2 ... 5 ..... 6~5--
D ~. 5 CNTY. 23 WD 38 DES. BASIN
Lot : Bloc1<: Filing : Subdiv :
APPROVED WELL LOCATION
UC
MD
PAUL C & CALVIN H & A MARILYN CO)
3154 RD 115
GA~OU~
SE 4 ~ Section 19
Tw 6 S RANGE 88 W 6th P.M .
GLENWOOD SPRINGS CO 81601-
DISTANCES FROM SECTION LINES
(970) 945-5306 130 Ft. from
1250 Ft. from
South Section Line
East Section Line
PERMIT TO CONSTRUCT A WELL
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
COi mmONS OF APPROVAL
1) This well shall be used in such a way as to c ause no mate ri al injury to existing water rights. The issuance of the
pennit does not assure the applicant that r o injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in con pliance with the Water Well Construction Rules 2 CCR 402-2, unless
approval of a variance has been granted b~ the State Board of Examiners of Water Well Construction and Pump
Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3}(b) IQ(A) as the only well on a tract of land of 35.01 acres described as
that portion of the SE 1/4 of Sec. 19, and th•~t portion of the NE 1/4 of Sec. 30 , Twp. 6 South, Rng. 88 West of the
6th P.M., Garfield County, being more partii~ularly described on the attached exhibit "A".
4) The use of ground water from t his well is limi ed to fire protection, ordinary household purposes inside three single
family dwellings, the irrigation of not more ~han one (1) ac re of home gardens and lawns and the wate ri ng of
domestic animals.
5) The maximum pumping rate shall not exceE d 15 GPM.
6) The return flow from the use of this well 1 nust be throu g h an individual waste water disposal system of the
non-evaporative type where the water is ret Jmed to the same stream system in which the well is located.
7) This well shall be constructed not more tha 1 200 feet from the location specified on this permit.
APPROVED
JD2
Receipt No .
Sla1e Engineer
0394198
Ow f\IER'Q CQPV I\\ l : v , I I
\
DATE ISSUED JAN 2 4 1996 EXP IRATION DAT E JAN 2 4 199:'
JOHN c. IPHART & co.
--------435 NORTH AVENUE • PHONE 242-7618 • GRAND JUNCTION , COLORADO 81501-------
ANALYTICAL RE PORT
Received from : Samuelson Pump Co ., Raun Samuelson
Glenwood Springs , CO
none 2002
Customer No .-----------Laboratory No·-----------Sample __________ _
7/17/96 8/9/96
Date Received ________________ _ Date Reported _________________ _
Lab number
S.:.~mple ID
Ar-so.en :i. c (Pis)
Bat-i um (8Ei)
Cadmium<C d )
Chromium (Ci~)
Fluor·-ide(F)
Lead (F'b)
Mer-c t..n-y (Hg)
Ni tt-ate (f\i)
Selenium (~.Je)
Si 1 vei'-(1-'tg)
Color<Co/Pt unit>
pH
Conductivity@25 deg . C
Sodium(Na)
Calcium\C.=c)
M.':''\C]i1t:>~;i um (Mg)
F'ota<;s;i um (t=::)
Ch 1 en-:i de ( C l )
Sulfat.eCSD4)
Phenol. AikalinityCCaC03>
Total AlkalinityCCaC03)
8icarbon ate<HC03)
Car·bon;~t.e ( CD3)
Dissolved Solids.;;
H.:ffd n Pss.; CCaCff;))
TLwbi di ty CNTU>
Brn-on\B)
Ceipper· <Cu)
It-011 <Fe>
Mangane~;;e (Mn)
Mol ybdf?~i·1um (Mo)
Ammon i a ( r,1)
F'hosphat e. ( F')
Zinc: \Zn)
2002
cox
0 .000 mg/l
0.07 mg/l
0. ooo:: mg/l
O.OO:l mg/l
0. 18 m~J /l
0.000 mg/l
0.00000 mg/l
0 . :27 m<::J/l
0.001 mg/l
0.0000 mg/l
0
7.55
300 umhos/cm
:L B mg/l
19 mg/l
15 mg/l
2 n 5 fng/ 1
4 mg/I
O mg/l
0 mg/l
139 mg/l
16B mg/l
0 mg/l
::::2 ITl l] / 1
109 m~:1 /l
2.6
0.0:35 mg/l
0. 0 11 mg/ 1
O.SB mg/l
0.007 mg/l
0. 000 Iii~)/ l
0. o:-:;o mg/ l
0. 12: mg /l
(>. 001 ITICJ / l
Total Coliform Bacteria 6 colonies/
:LOOml
NOTE: UnsafP due to bacteria (see notes).
Limits for Dri n king Suggested
by Colo . Dept. Health
0.05 mg/l
1. 0 mg I 1
0. 01 mg/l
0 .05 mg/l
4 mg/l
0.05 mg/l
o.oo:: mg/l
10.0 mg/l
0. 01 mg/l
0.05 mg/l
nonE'
nonE·
none
20 mg/l
none
mg/l
none
250 mg/l
250 mg/l
none
nonr,_;
none
none
500 mg/I
200 mg/I
:L
none
1. 0 mq / l
0. 3 mg/l
0.05 rng/l
nonE~
none
none
5.0 mg/l
0 colonies/
100mI
Lab Dir.: Brian S. Bauer
NOTES on sample # 2002 COX SEtmp 1 e :
Your water tests show levels exceeding drinking water limits for:
Total Coliform Bacteria: The Colorado Dept. of Health classifies a
w.:.1tet-as "safe" ·For human consu1T1ption, if it cont,:::tins less tha n one
colon·y Colifor-m Bactt:?t-ia pet-lOOml sample. If hight::·t-, it is "unsafe."
Chlor i nation is t he most effective treatment. Boiling for 20 minutes
may eliminate it, and Ultraviolet light i s sometimes used.
Iron: Can cause st ai ning on porcelain and in laundry. Not known to be
a heal th haz ar-d.
If the bacteria is eliminated, this would be a good drinking water source
for-humans, ~·.1ith i·-e1-;Jard to thi? ''L.onq '' te~:;t p<:11-c,1r1t:?tet-s.
Not all factors which may be harmful were tested, but the analys is done
is a fairly comprehensive drinking water a nalysi s covering the most
common problem areas in drinking wate~s.
Calvin Cox
e e
SAMUELSON PUMP CO. INC.
P.O. BOX 297
GLENWOOD SPRINGS
COLORADO 81602
WATER SYSTEMS
SALES . SERVICE & INSTALLATION
945-6309
September 2, 1996
3154 County Road 115
Glenwood Springs, Co. 81601
Attn; Calvin
This letter is in response to our recent telephone
conversation about the bacteria in a well recently drilled.
I do not feel that there should be an on going problem with
bacteria in this well based on the depth and location of the
well even though we have been unab l e to get a clear sample.
Bacteria can be introduced through the drilling process.
Bacteria in a well can be treated by three methods.
1 • Pellet Chlorination down the well
Unit cost $739.00
2. Ultraviolet Light
Unit cost $864.00
3. Hypo chlorination Chemical Feed Pump
Unit cost $486.00
Price does not include instal l ation or tax. If you have
any questions please call me Raun Samuelson at 945-6309.
Sincerely;
Raun Samuelson
,n
'l
United States Department of the Interi or /FlA. r:t :vg'5b-.
,. ' (7 .:.880)
BUREAU OF LAND MANAGEMENT ; ,:·
Glenwood Springs Resource Area
50629 Highway 6 and 24
P.O. Box 1009
Glenwood Springs, Colorado 81602
3 :t.. , .. ,.,., ··~""'"_ ... t0
IN REPLY REFER TO:
Mr . Eric Mccafferty
Garfield County Planning Department
109 8th Street -Suite 303
Glenwood Springs, Colorado 81601
Dear Mr . Mccafferty:
January 31, 1996
In response to your req1_1s.st for comm e nts r e ga r d~.ng the pr o ;::osed Cox
Subdivision Exemption located 3~ miles sou t heast of Glenwood Springs in Spring
Valley, I offer the following stateme nts f o r your February 13, 1996 public
meeting. The northern portion of the 269.1 3 acre tract is adjacent to publi c
lands administered by this office . Curren t uses on the ELM include wildlif e
habitat, live stock grazing, and dispe r sed r e creation such as hunting.
1. Ownership of land adjace nt to ELM -administere d public land does not grant
the adjacent landowner(s) any special righ ts or privileges for the use of the
public lands .
2. Although the nearby public land has current permits for livestock grazing,
the proposed 18.85 acre l ot does not lie adjacent to ELM. Under Colorado
statutes, it i s a l andowner 's responsibili t y to construct, and maintain in
good condition, a lawful fence protecting t heir property in order to recover
any damages from trespass livestock. If a livestock fence i s not presently in
place , a fence built along the private/ELM boundary is recommended to resolve
this use conflict.
The proponent should be aware of the locat ion of pro perty boundaries to ensure
no encroachment occurs on public land. Sho uld any fence construction be
considered along the private/ELM b o undary, the fence standards should allow
for easy passage by big game. This office can provide additional information
regarding fence standards upon reque s t.
3. Adjacent public lands are open to hunting and other dispersed recreation
activities. The proponents should be aware that hunting and other recr e ation
uses are allowed on ELM-administered land.
4 . Any roads, trails , paths, or utilities (water, electric, phone or
otherwise) crossing ELM would require righ t -of-way (R OW) permits from this
office . An environmental assessment repor t would be completed as a part of
the ROW permitting process.
Thank you for the opportunity to comment . If there are any questions, please
contact Jim Byers of this office at 945-2341.
Sin c erely ,
Micha e l S . Mattice
Area Manager
SCHENK, KERST & deWINTER, P.C.
JOHN R . SCHENK
DAN KERST
WILLIAM J . de WINTER , III
ATTORNE YS AT LA W
SUIT E 310, 302 EIGHT H STREET
GLE NWOOD SPRINGS , COLORADO 81601
TELEPHON E: (970) 945-2 447
TE LE COPIE R: (970) 945-2977
December 14 , 1995
Board of County Commissioners
GARFIELD COUNTY COURTHOUSE
109 Eighth Street
Glenwood Springs , CO 81601
Re: Letter in Support of Petition for Exemption and Narrative in
Conformance with the Subdivision Regulations
Ladies and Gentlemen:
Pursuant to the Garfield County Subdivision Regulations, Paul C . Cox, Calvin H . Cox
and Marilyn Cox respectfully petition the Board of County Commissioners for an exemption to
create one (1) exempt lot consisting of approximately 18.85 acres along County Road 115 .
A sketch map with vicinity map is enclo sed showing the lot proposed for subdivision
exemption.
By way of summary, Paul C. Cox and Cal vin H. Cox have owned the property since
1948. Calvin H. Cox in May, 1995, conveyed his half interest in th is property to himself and
Marilyn Cox. The deeds evidencing their ownersh ip are enclosed with the application.
Two subdivision exemptions for other parts of the property as it existed in 1973 have
been sought prior to this application and were granted by Resolution Nos. 81 -191 and 94-098.
The proposed exempt lot will be served by water from a well drilled under the
provisions of C.R.S . 37 -92-602(1)(b)(Il)(A), whereby an owner of a tra ct of land 35 ac re s or
more in size may obtain an exempt well permit for ordinary household purposes. A well permit
for the SE 1ASE 1A of Sect ion 19 (i .e., Lot 5) has been sought to serve this parcel. The permit
application is also enclosed with this submittal.
The proposed exempt lot will be served by a ISDS waste water system .
No connection to a community water or se wer system will be sought for the property.
Access to the proposed exempt Lot will be fr om County Road 115.
Jl:\JRS\COX\COMMISS l .L'JR
December 14, 1995
Page -2-
The area in the vicinity of the proposed exempt lot has a number of approved subdivision
lots and this parcel will not materially impact the character of the neighborhood. The
agricultural character of the neighborhood has diminished, making the use of the exempt parcel
no longer feasible on an agricultural basis . The C ommissioners ' review of this application is
sincerely appreciated .
JRS/clh
Enc .
Very truly yours ,
JO HN R. SCHENK
cc: Paul C . Cox, Calvin H . Cox and Marilyn Cox (w/enc.)
ll :UkSI COXICOMM ISS l.LlR