HomeMy WebLinkAbout1.0 Applicationq
EXEMPT I ON
NAME:'/
PURPOSE OF EXEMPTION:
4p Z0NING.2
QUALIFICATI0N FoR S.B. 35
LOCATION OF SITEy'
I,.JATER:
DIV. OF WATER RESOURCES RESPONSE:
SEWER:
CHECK LIST:
t / FEE PAID ($50 +l .O0/acre for each parce] created under 35 acres)
,-/ra, showing proposed lots and access
,/oyeo
,-z-itcINITY MAP
nft, ,00 Yr floodPlain 'info.
t/s0IL MAP
n/A ,F community water, letter of approval from governjng body
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IN TiIE DISTNICT COURI IN ATID
I{ATER DTVISTON lJO. 5
STATE OT COLOMDO
cAs; i'0. tl- 1.453
RULING OF THE RE-IAEE
AIISOLUTE DrcREE TOR
EL)
IN THE MAI:rE"R OI'TIIE
APPLICATION FOR
I.JATER RIGHTS OF
TED }1. COI.JLTER
IN fTE COLORADO
RIVER OR ITS TRIBUTANTE.S
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TRIBUTAry INVOLVED:
RIFLE CREEKIN GARFIELD COU}NT
UNDER GROUND WATTR RIGIITS
And the Referee having made the iavestigations required
by Artic).e 21, of chapter }lr8, C.R.S. 195]r as arnended does hereby
raatcc the folloring ruling, to wit: '
This application yas referred to the water Referee of
tlatcr Divieion !l;: 5 on the 13qh day of - Julv - -, L972.
Ted M, Coulter1' Naoe "t lltli:T' Rr. I, Box I9A :Addresa niile, colorado
2.. The ngme of the etructura ie Ted M. Coulter Well Ho. 1.
]. The Iegal description of the etructure is: The well is located
in rhe NEtSft bf Section 36, T. 5 S., R. 93 W, of the 6th
p.M. at a point whence the SouLheast Corner of said Section
36 bears : S. 17" 43 r 55 rr E. 2633 .BO f eet. "
4, ttre depth of the ',relL is 137 feet.
5. The date of initiation of appropriation is 1966.
6. The amount of water claimed is 0.'044 cubic foot per second
of time,
?. The use of the water is domestic and garden irrigation.
8. The State Engineerrs number ie none.
!. The Priority date ie December 31, 1966.
1O, The date of the application was July 3, 1972'
It is the ruling of the Referee that the statenents in the
appLication are true and that the'above descrlbed water right is
approved and granted the indicated priority; subJect, howevert to
all earlier priority rights of othere.
. It io accordinSly ordered that this ruling ohall become
effective upon filing with the Water C1erk, subJect to Judicial revlow
ee provided by 1aw.
City of Glenuood Springs, Colorado this
l/
I
ir
lfr Done
/Z -. day of -
llo protost ras fl1od ln thls mattor'
Tho foregolng rullng ls conflrmod
an,l approved, and ls made the
iuagpont and Decrse of thls oourt'
, L973'
ter
ater
Referee
Division No. 5of Colorado
Datedlr tf tz
State
t
BEFORT THE BOARD 0F C0UNTY COMI/IISSI0NERS 0F
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
Pursuant to C.R.S. (.l973) Section 30-28-l0l (.l0) (a) - (d) as amended, and
the Subdivision Regulations of Garfield County, Colorado, adopted January 2,1979
Section 2.02.01 (d) and 3.02.01 the undersigned Ka//r,4/*Z/fea a-
Q1., ' E /JrZrKn "espectfully petitioncs the
Board of County Commissioners of Garfield County, Colorado, to exempt by resolu-
tion the division of 72 acre tract of land into 'h tracts of
approxi mately Y/a acres each, more or less, from the difinitions of
"subdivision" and "subdivided land" as the terms are used and defined in C.R.S.
(.l973) Section 30-28-.l01 (a) - (d) and the Garfield County Subdivision Regulations,
for the reasons stated below:
?%. ,?"-. /-"..-/ -o, c-rny'.{' ,'., tyo, ,rlr?z ,*/l -r- o-- . --/3
, /'orn ou ft^. ' . *t o-L
In support of this petition, the petitioner also submits the following:
>rd/-254 o/-<- , c/ (a) Map drawn to scale showing proposed lot&/'') @*, subdivision and access
,t-3. (b) Copy of deed(c) Vi ci ni ty lvlap(d) State on source of donestic water(e) Statement on method of sewage disposa'l(f) 100 year floodplain information where
live stream crosses or adjoins said tract(g) Fee in the amount of $(h) Evidence of the soil types
Submi tted at Glenwood Springs, Colorado, this / day of 'Zq-J ,198/
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G
ress
Tel ephone Number
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EXEMPTION
One of the following requirements must be met to qualify for an exemption from the
Garfield County Subdivision regulations:
l. The newly created parcel will be for a spouse, son, daughter, or spouse
of a deceased chi'ld.
2. The subdivided parcel is split by a public right-of-way (State or Federal
Highway, County Road or Railroad) or natural feature preventing joint use
of proposed tracts and the division occurs along that public right-of-way
or natural feature.
3. The newly created tract will be ovrned by a pub'lic entity or wi'|1 be used
soley for the purpose of providino access to existing parce'ls, resu'lting
in the creation of no additional tracts.
4. The conveyance is for the purpose of adjust'ing property lines, and the
conveyed tracts become part of existing tracts, there being no new parcel
created.
The proposed tracts were created and separately identified prior to the'lst day of September, .l973; or were created and separately identified
through the exemption process prior to the effective date of this resolution.
6.The property being subdivided has been
least five (5) years, and the divisjon
under circumstances not defined above,
new tracts under 35.0 acres in size.
under the same ownership for at
together with any earlier permitted
will create no more than three (3)
donnestic water to each tract. (Individual well,
cistern, municipal system, etc.)*
sewage disposal. (Individual system or community
All new parce'ls created must meet all requirenents of the applicable zone district.
Procedures:
l. Applicant will obtain a copy of the petition for exemption from the
Planning 0ffi ce.
2. The comp'leted petition for exemption will be returned with the required
information as outlined on the application.
3. Upon review and determination that the application is complete, a neeting
with the Board of County Conmissioners will be set by the Planning 0ffice.
4. If approved by the Board, a Iegal description of each new tract created
wilI be furnished to the PIanning Departnent within I20 days. A resolutionwill be prepared and signed by the Chairnnn of the Board oranting the
exempti on.
The following informat'ion will be submitted along with the petition for exempt'ion:
l. Map drawn to scale showing proposed lot subdivision and access.
2. Copy of deed and letter from property owner, if other than petitioner.
(Copy of USGS quadrangle map showing property location or3. Vicinity map
equi val ent . )
4. Statenpnt on source of
community welI, spring,
5. Statement on method of
system)*
6. 100 year floodplain information where live stream crosses or adioins the
proposed subdivided Iand.
7. Evidence of the soil types and characteristics of each type. (Soil
conservation analysis )
*If community or municipal system will provide service, then Ietter from the
governing body stating the willingness to serve will be provided.
Fee: $50.00 plus $1.00 per acre for each parcel created under 35 acres in size.
Checks will be made payable to "Garfield County Treasurer."
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Re eorded at... ,1 Q...'.-:1... o'c1ock....,.....,.... M. --..;.....
Receptloa ti0.....,.2G8O1-8.. Ella Stephens, Becorder
}IARRANTY DEED
LEON J. BERNARD And ANTIONETTE D. BERNARD
4
rlhose street addrees ls
, CounEy of Garfield
, for the conslderatlon
valuable consideraElon, ln hand
, Clty (or Town) 6f
, SEate of
of One Hundred Dollare and
pald, hereby seLl(s) and
Colorado
other good and
convey(el unlo
RAY D.. WALKXR and PiIYLLIS E. WALKER, as JoinE Eenanls
rrhose sEreet address ls , ClEy (or Town) of
, County of , SEace of
, the following described real property 1n the
County of Garfleld, and Stare of Colorado, to-wlcl
That part of the NE 1/4 SE 1/4 of Secrion 36, Townshlp 5 SouEh, Range 93
West of lhe 6th P.M. ly1ng West of the Slate Highway No. 13 and North
of the tract of land described in Book 446 al Page 553 described as
follows:
Beginning at the Southeast Corner of said Section 36; thence North
2253.12 feet along the Eascerly line of sald Section 36; thence West
497.94 feeE to the NorEheast Corner of said tracE of land described in
Book 446 at Page 553, the crue poinc of beglnnlng; thence Noruh 01o07'
EasE 30I.99 feet; thence North 02o56r Easc 90 feeE more or less to the
North line of the NE f/4 SE I/4 of sald Secrion 36; chence West along
the North.line of the NE 1/4 SE L/4 833 feet more or less Eo the NorthwesE
Corner of the NE 1/4 SE 1/4; lhence South along t.he West 1lne of che
NE l/4 SE 1/4 400 feeE nore or less ro the Northlrest Corner of a Eract
of land described ln Book 446 at Page 553, sald polnt belng North 89o59r
WesE 822.42 feeE froro t.he true polnt of beginning; thence Sourh 89o59'
East 822.42 feet to the true point of beginning, cogether r^rlth all dltch
and water rights appurtenant Ehereto or used ln connecEl-on thereerith,
and more partlcularly, 4.0 nlnerts lnches of No. 82 Prlortt.y Water and
5.0 lnches of No. 100 Priorily water, out of the Grand Tunnel Dltch.
JUN 1 1 l97s
sTlli o0cljfiilllilll fti
rrlth all lts appurEenances and warrant(s) the tlEle Eo Ehe same, subJect
to 19 75 property taxes and assessmencs, easenenEs, rtghEs of way,
restricEive covenanEa'of record, reserva!ions contained wlthln che Unlted
SEates paEent to Ehe eubJect property, and excepE that the warrantles
shal1 noc extend Eo Ehe water rights herein conveyed.
Slgned thle day of , 19 75.
I
9rh
STATE 0F COLoRADo )
COUN1a gp GARFIELD jss'
The foregolng lnacrumenc waaJune , 19 75 by Leon
WlEness ny hand and offlclal sea1.
acknowledged before aeJ. Bernard and Antime
My commleelon explree: Or/ee
^tp Unit No. xluc F;rl- hous'u Las{
"r0IL CllAliACf ijilI S1'I CS
Depth to bcdrock
Texturc' .1:.ur.f';rcc
Subsoi l
.SubsLratum
Unified Classification
PermeatriliLy
Percent coirrse fragrnents
(gr,--aLer Lhaq 3 inches)
Salinity (ECxI0r €' 25oC)
pH ( surface )
Shrink-swel1 PotentiaL
PotenLial frost-action (surface)
Flood llazard
Hydrologic Group
Corrosivity Steel (uncoated )
Concrete
DEGNEE & };]ND OT' I,lMTTATION.'J. (0 is SliSht,, M is tloderat.e, S is
Septi; Iank Absorplion Fields
Sewa6e Lagoons
Sanitary Landfi]l
;:::"t
Sha 1i... :^cava t i ons
p1^1gf f j;::':; w./basementS
w,/0 basements
LocaI Hoads & Streets
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill
Foadfill
Sand
Gravel
opsoil
/ ,t'
SUBJECT TO C|IANGE. NOT TO BE USED IN
llort: 1,lilr"rr (,( ) i rr(:lri,rr
Lr.l; utr
Cl.ry, s.iJ ty c.Lay 1ou.nr
Clay J.o.ul , s.i1ty c1.r.y loi:,rn
Cl-lvil,, Ctr, Cll
Slow
0
7.9 to above !.0
High
Irow
Rare
D
High
Mod,erate
Se'ver.e )
q
M
Ti
0
M
a
e
Percs slowly
Slope
Too claye.y
Too cl.ayey
Shrink-swe11
Shrink-swel-1
Low strergth
tr'air Too cJ ayey
tr'a.ir [j]rr._i n1,,-lrvit-'l I , 1 ow lrtr,ength
{lrrrrrt i l;r't.l
[J tl; tr i Lrrrl
Poor Excess alkali, too cl.ayey
PLACE OF OtJ_.li I .j'i.t 1t,r\ri.;s.I,l cATI Olt
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' fri' '', r:',jli . ,
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'irr' ,,'l't; l
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'i:liirl,, ,r:i,i;#*;
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X3l3C-Aryad.a loam, 1to 6 percent slopes. This is a d.eep, well
d.rained soil- on slopir4g fans and high ter.L.aoes. It fo.nuerl in highly
sal-ine alluviull J'rom s:arrd.stone aricl shale. i!lcvat itru ,',r', ,i;,'" 1'r't,ur r-,r1OL)
to 6r200 I'eet. Tlrc a.vbrr[rge arrnuitf lrrec'llriL;it,iorr ilr ;ri.rriut -1 2 irrr:lresr t,lre-.
average amual air terupel'atuJe is about ,i1B de.;r'c,erl I'. , and the averaEe
frost-free period- js about 120 days.
$rpicaiJy, lhc uurl'.rcc laycr ill lral(: l,r'own,J ou.rrr atrouL -J irrt,lr,,l.;
thick. The subsoll is br.'own silty clay loeurr a,bout 1l inohes thick.
The substratum is light brown or brown silt.v clay loam tl:at extend.s
to a depth of 60 inches or more.
IncLrrded with this soil in rnaj)I) irri.; a.r'c rrriii.r. lI ;l r'('ti.s of Li nron, Ki-m,
Heldtr arrd \iarrn soifs all- on similar slopes. Allio ijc)uie areits liigh in
sil t are inc lucled .
Pt-'r'ureabjlity of tlre Alvatla so i.I i.r; rrr,)(l{,r'i I l,r: ly rr low. l,ll'l'r,r.t, ivr:
rootirg clepth is 6tl irrchr:s or more. Avai'l iihle water crr.ira.crily iu high.
Organic matter content in the surface is 1ow. Sulface mnoff is med.ium
and. the erosion hazard, is mod.erate.
This soil is used. nainly for wild-life habil,at, lirljted. fivestock
grazing, and. some irriga,ted. farming.
Irrigation rrretlrods suitaible for th,i,r; s:o il ,rr.i: borders, furrows,
il"rtd <;t.ll'r\ll.:iLl,jr,rrlt. L,';r.r:lrlrri,, ill ;t. t'r.11rri r',,rrr( rrl, 1,,, r'r r,,r)vr' i.i:(:,.1;l: lir.j t.lj wlri,lr
thls soiLi s irr'.i i-;irtccl . L)oituue'tr:iirl I't.r'l,il i.,, r'r: ('(,rrl,;rirrirri,, r;uli'rr"Lr:lr
arrtl oilt'boltate$ ill'e l)t't.. 1'r:r'r'rtd. 1,o olrl,;r.irr rr',ri{)lrrrlrlr. l}r'.(iur:l,i,rrr of' ;r. lf';r.1 f ir,
corn, and. sm;rl 1 gra i rrs .
fir, {
i-
XIIBC-Arvada loa.m 2
The native vegetation on this soil i,s rrrairrly saltglar,ss, westerlt
wheatgrass, a-lkali siroaton, rt.ttrl,';t't-'el$olot,.rr.rd.
llhen the range cond.ition deteriorates, Iorbs and wood.y shr-ubs incro'ase.
Proper grazir:g nanagemerit maintains and implove's lange coridition. Seedir6
is advisable if the L:ar6e is in poor conrlition. Suitable pi-ants for
seed.int are western wheatgrass, alkali sa.catorr, and tal-l wheatgrass.
For successful- seed.ing, a goocl placl,i<;c is; lo Il'€'p;lre a seedbed. and
d"rill- the seed". Temporary irrigatiorr of a rrc'w suedir.rg may be required
Ior successfu-L es l,abl- j si'ulent. Ilccli.rct, i orr i u b rush iruproves detoriorated
rarr6e sites, provided there j,s trdcquatc i;-r'alrs uri,Jt'r'r;Lorry.
Arverda so.i l i s useci by co L l,orr La,.i I r'abbj, tu ii.r rtl pitee.isarrls for
shel-ter when they can obtain food- fro,l sullounding areas.
fhls soil has poor potential for sari-itary faciliti-es, commulity
d.evelopment, and. source rnaterial-. The kri,r;h shr:ink-swe11 potential ,
slow pe:rneability, and soif salinity are tire ma,in limiting features.
C;r.pability subcltrr;s lVs; VIIs dryland.
.-. t 1.,J
ri'r) I
Map Unit No.-}OX wast o$ A u^so
SOIL CHARACTERISTICS
Depth to bedrock
Te2rture
Surface
Subsoil
Substratum
Unified Classification
Permeability
Percerrrt ctoarric ('r'agnten1.:;
( i:r'cal-cr t irag -3 i rrclr''l: )
Salinity (ECxlor O 25"c)
pH (surface)
Shrink-swelL PotentiaL
PoLential- frost-action (surface)
Flood Hazard
Hydrologic GrouP
Corrosivity Steel- (uncoated )
Concrete
DEGREE & KIND OF L]}"IITATIONS
(O :.s Slight, I"{ is ModeraLe, S
Septic Tank AbsorPtion Fields
Sewage Lagoons
SaniLarY L,;rrrrlli 11 'l'rcnch
Area
More than 60 inches
l.r()i:Llll
CJ-a,.y .l.oi-ilrr
Loarn
ML, CL
Mt>de-'t'li, l,t:
o
6.o to 7.8
Moderate
Low
None
3
High
Moderate
is Sev ere )
0
M Slope, seepa€e
l,ow strength
Low strength
Low strength
Good
Fair Low strength
Urrsui t,ed
lJrrrru i t,trI
Fair Small stones
,t
a
i, :
:i ,ri 1
r..i:r
Lr;l
iii
't::
,i,,
,; ,rill
i jl::
. ::rl;r .:
^'Ll
,; .,
Shallow Excavations
Dwel}ings w,/basements
w/0 basements
Local Roads & SLreeLs
SUITABILITY AS A SOURCE 0F...
Daily Cover for Landfill
Roadfill
Sand
Gravel
TopsoiL
l<. , al
SUBJECT TO CHANGE. NOT TO BE I]SED
o
0
0
YI
Iil
M
IN PI,ACE OF OI].-:]] TN 1 }JVEST]GA]'IOII
",.1tr,, .
i'4,,i_
,+,id
, i ilrir.:,t,gl;d,l' ,i r: lh:
'i,rih
i.;"",
]':ii lt I r,
' i-,.:,r.
i,ilr:,
",:: :
:i' I
' :','r,f,'I'i::;i
l,r.l.'
.: :1:.
t,,.1.
: ii.t
':',{i}r,! .r::j'!'.1
ti,I, , r
;il;i i',
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t,
.,,{il :
:i' '.:
il
:i;,i,,/l
. :11., ":'
-1i' j.r:i .
'1ri l'ii,
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l0tl-Pot,l$ 11lirm, I t,o I [)('l'{'('Ilt, lrl(,1),'ri. 'l'}rirl il,'cJr, lJn] I tlt'rritrctl
soil is on me..las, benches and va]ley sicit':s1opos. It f'ormed in eolian
maberials on .jllqviilm f roln sartrlr)1,()nc, lrltll l,' ,rt' lrirsalt. lilcvntion
ranges from lrooo to 7rO0O feet. The avi:r'a8e annual precipilation is
about ll+ inches, the average annual air Lt:mperrirture is aboul )+t' dcgrces
tr'., and the average frost-free period is about 120 ciays'
Typically, tire surface layer is brown -loam about \ inches thick.
The subsoil is reddish brovrn ligtrt cl.i,iy loltn irltout..ll'l incires thick.
Tfrr.: rrli1rt,r'ir t,tirrt i. l; lri rrk i l:Lr wlr i t,c lt'rtrll ,:>: t,+'nti irr11 l,r' ,'r tlr'pt,h o l [rr-rrt-'
than 60 inches.
fncluded with this soil in mappi.ng are small arcjas of 01ney,
Kim and fldefonso soils which make up 10 t,o 1! percent of the mapping
unit. These soils are found on slopes of 1 to I percent'
Permeability of the Potts soil is moderate. Effective rooling
depth is 60 inches or more. Available water cspacily is high. surface
runoff is slow and the erosion haz,ard i-s moderaLe'
This soil- j-s used. rnainly fol irrigirlr,d r:r'ops irlld hay, anti for
dryland farming. A1falfa, small grains, and L'; I"r'-ss -1 egume hay are
grorrn.
Floocling is the usual meLhod o1'app-lyirrg irrigal,ion uater.
o,tri:r,1.y;11,ir,11 1,r.;rtt,i,.',1; l,lr;rl, lrr,:lu,i,. ilrlr'rl.i,,rr ,ll 1,,'lr ,it',,[, r,l.J',t':l.tit't'::'
irt'itili) \,titl,(:t'v:';.fi; irltli tlrirrltttrtltt l.i I l:'l',1' :tr'' jrr''l ' 1 1':tt'! 1'r' ;lv''i'l i r'r'rlll::
'
'l OR-Pott,s: I ,rrint
,!
dove, colt,ont,a i1 r"aibbil, somc mul e dcr'rr' ri rrll r,,rtti rr"c'i .
1't,t,t,rrt,irrl [-(r]' r",rnrnill)ity ,.irrii r'(,r'l'('.'il,l ,trrl ,i, v,'l,,i,trt,'tri, il: Iirri1,,'rl
by 1Ow s:t,rt:rrrt,h, Di1ring, irnd f'r',-,1;1,-h,,rrvo. I)w, I I itilllr :rtr,l rl:i,ir: "rl)
be designed to compensate f or tire se I ilnili, t, i ons . Comnunity si: ^'rrge
systems ilys ylqr:rfcld if Lhe populalioo (1 rlris i ty i 11(ir'():lli()s . Caltiibil i ly
subclass, 1 ITe; 1l1c dryland.