HomeMy WebLinkAbout1.0 ApplicationD!.sItncT. fnwels, eooL w,tl ?os/ a-ctus> a'd q guW'il sn?' w-i{'
*,BMITTAL REQ,IREMENT*T -e'i
cel)e^t u'ew s '
An application which satisf,res the review criteria must bc tubmitled with s[ thc following
information:
'95 T4I T? FROil CE TOHN I]ND CI]UI'ITRY T0 9?89233836 PFGE, BB2
BEI?oR[,'n td uoaRD ot.- cou]-lry coMMrssroNErrs oF
GARFIELD COUNTY' COLORADO
PFTITTCI\I trOR EXFMRIION
puruuanr to c.R.s. (1y13) scction 30-28-l0l (t0) (a) - (d) as amended, and the
Subdivision Rcgulations ofcarl"reld County, Colorado, adoptcd April 23, t9&{ Sction 2n.49,
the undersi wa Dnv t o Pag<AK ,o,,orfufly petitions
the Board olCounty Commimionors of Garficld Countn Colorado, !o cxrnrpt by Rcsolution
the divisio n of 40 --rar" toot of tand inro Z toctt of approximatcly -
t7 t z8 morc or hss, from the del'uritions of nzubdivision" eud
,subdivided lund" asthe r€rmsarc used and ddined in C.R.S. (1973) Sction 30'2&l0l (l0Xa)
- (d) and the oarlrcld county subdivision Regulatioru for the lEamns suted bclow:
P*A, zZZ Dtvt De5 4o *q+rui+r ruro 2' SePab#z "d-
Sketch map at a rninimum scale of In=200' showing the legal dsscription of tho
propgrtyi dimension and araofaflloteorsparateinteres'ts lobecrtstcd, smss$l
io apubllc right-of-way, and any propomd easments for drainrge' irrigation'
aortss or utilities;
Vicinity rnap at a minimum wrlc of lt=2000'drowing ttn gcocrel topographic
and gpographic relation of ths propocca cxaupion to thc surrourdirg alea
within two (2) mileq for which a copy of U. S.G. S. quadrurgle map may be usd'
Copy of the deed showing owncnhip by the ap'plicant, or a htter from thc
proprty owneds) if othcr than thc ap'plicaut; and
Names and addrcsses of ownsns of rword of land immcdiatety adjoining ard
within200fcctoftheproposedereroptiou mineralowncrtrrrdteseffiofminc'ral
owngrsof record of the frgperty tobeerernpto{ and tsrants of any structure
propomd for conversion; rnd
Evideae of the soil types and charactorietice of ech typo; and
proof of legal and adequate aource of domestft: water for cach lot crented'
msthod of sewagedisposal, and letterof aJrproval of lire protE$ion plan from
appropiate fire district; and
If connoction to 8 community of municipal water or mvcr systcm ir prupoccd'
a letter from tfte gorrcrning body etating a willinguess to serve; and
Narrativc explaining u,hy exanption is beiry reqrrotod; and
It shall be dcnronstratcdl thflt the Snrel existd as dcscribtrd on January l,lyll
or the parcel as it erists presently is onE of not more ttrur three parEcls oreatod
frorn a larger parcel as it sxfutod on Janrrary \ ln3.
Petilionerici';ri sa5l ..-- .
Mailing Addressii;;'ilF- t,a ", c o g,lb! S
Cilv State-ito -72>- tz-l 4
Telephone Numbcr
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Soil Types
The following soil types are located on the property:
#21: Cushman-Lazear stony loams
#141: Kim Loam
#51: OlneyLoam
l*67: Toriorthents - Rock outcrop complex
Following are the descriptions ofthese soil types, and a map of their location on the property.
18
should be put up to keep livestock out, unwanted burn-
ing should be prevented, and the wetlands should;not be
drained. Natural wetland plants should be r allowed r to
grow. These soils also provide valuable summer..range
for big game. ' , ;,. .,.rn!i:1;r11"
Seasonal llooding and depth to the water,titablpjlimit
community development and recreation.
age and protection from lloods
belore development could be attempted.
be reserved as greenbelts or for
These soils are in capability subclass
ed.
shale residuum. The average annual
about 13 inches,nthe average annuali
about 48 degreeslF,tland the averagel
about 125 daYsl+Wt'' '; '' ': , ''i$
The Cushman"soil makes up about'
map unit, and the'Lazear soil makesiuPitaboUtn OtO"u
cent. The Cushman soil is on the landscape:where:allu-
SOIL SURVEY
low phlox, stemless goldenweed, fourwing saltbush, ser'
viceberry, shadscale, bitterbrush, and big sagebrush.
When the understory vegetation deteriorates, only a
lew forbs and shrubs remain. Properly managing the
vegetation maintains wood production and grazing.
lectively thinning the pinyon and juniper improves grazing
and provides firewood and posts. Steep slopes and
erosion hazard aflect harvesting.
These soils can produce about 6 cords ol wood
acrs when trees more than 4.5 leet tall reach an
age diameter of 5 inches.
Mule deer, gray squirrel, and cottontail rabbit find
tat on these soils.
Use of these soils for community development and
a source of construction materials is limited by depth
bedrock and steep slopes.
This complex is in capability subclass Vlls,
ed.
22-Dateman gravelly loam, 30 to 50
slopes. This moderately deep, well drained, steep soil
on mountainsides. Elevation ranges lrom 7,000 to
feet. This soil formed in sandstone and limestone
um. The average annual precipitation is about 20
the average annual air temperature is about 38
F, and the average frost-free period is less than 75
Typically, the upper part of the surface layer is
dark grayish brown gravelly loam about 3 inches
and the lower part is very dark grayish brown
sandy loam about 6 inches thick. The substratum is
yellowish brown very gravelly sandy loam.
sandstone bedrock is at a depth of 34 inches.
lncluded with this soil in mapping are small areas
Farlow, Cochetopa, and Lamphier soils on the
parts of the landscape. They make up about 5 to'
percent of the map unit. ,
Permeability is moderate, and available water
is low. Effective rooting depth is 20 to 40 lnches.
runolf is medium, and the erosion hazard is
This soil is used mainly lor wildlife habitat and
The native vegetation on this soil is mainly
oak, serviceberry, and mountain brome. A lew
areas have some Douglas-fir.
When range condition deteriorates, forbs and
increase. When the range is in poor condition,
bluegrass, undesirable weeds, and annual plants
merous. Properly managing grazing maintains and,
proves range condition. Seeding and controlling
lldefonso soils are deep and very stony and
juniper and pinyon. The understory consists of Salina
wildrye, lndian ricegrass, beardless wheatgrass, galleta,
are generally unsuitable because of the steep sl<
Elk, mule deer, blue grouse, snowshoe rabbit,
squirrel find habitat on this soil.
Use of this soil for community development and
source of construction material is limited by steep
and depth to rock.
This soil is in capability subclass Vlle,
Jcusrrman-Lazear stony rorrr,tlitltffi"r-
ceif slopes. These hilly to very steepxsollsflare ron
mountainsides and mesa breaks. Elevation+fangeqffrom
5,000 to 7,000 feet. The soils formed ln',i iand
vium has accumulated to a greater depthtoverlbe.lrock,
and the Lazear soil is on the-more stee'o.aredsliifH*fl tand the Lazear soilis on the more steep'areasi:Frryrrr
The Cushman soil is moderately'iSdeeptlhndti;'well
drained. Typically,: the surface) layer'tisl'grhii-inffffpwn
stony loam about 3 inches thick.'
grayish brown sandy loam about I lnch
iub-stratum is lig[t'biownish gray loarn'-ani
loam. Shale anijsandstone is it'aidei
Permeabilitv' oiuthe' Cushman soil!1sfr
bedrock, and'available water' capacityll
rooting depthi:is'!i20 to 40 inches.
medium, and the erosion hazard is severe.il;
The Lazear soil ls shallow over
drained. Typically, 'the surlace layer lis
stony loam about 4 inches thick. The undr
is light brownish gray stony loam.
Permeability of the Lazear soil is moderate
rock, and available water capacity is loqi
ing depth is,10 to 20 inches. Surface
ly rapid, and the erosion hazard is
lncluded with these soils in mapping are,smg
shale and sandstone outcrop and of lldefonsol
SOIL SURVEY
surlace runoff is slol' a1d the erosion hazard is moder-
,- y-l"n range condition deteriorates, forbs and shrubs
lrltryUli#jjffiffitg,J3t srf,ktiJ;,il3 ffiil't:"; :f:yj::i.[*iLfrlli,ll:',:,i;;:',1".l lf,l?'J',i;
$ifi l{iifr $i,ffiJ,',il",:,;:il,-,Hfl :,;",$*"Hit**tr]rUi*i,ry4",'ii*ffiliii,[Jy,. lit"i;;:"##i'nr'rs'f'|j"i: proves range in poor condition. cresiLd wtreaig'rass,erosion. ri{#lffl;,*;'y^":.j?jl wn6atgrasi,
"ro nr.riin witdrye are suirabte for
i niJ ioir is ma6ty,ffieTfl#i} :llli'X?;"i,lTjrins a seedbed and driilins th.e,9eed are
tiE{I'rHf,EttdEEffiiffiL'Cfi'PJriHrillll'n.
mainr]/,iYf,i,fl[ffi,1,,gP:o oi..ti.J* '" s vvvvvev qrru urrrr,ru urs sess are
,'Whgn.",r.qlse condltlon''u.t"rioiit"r,-iori.
_ano-qn^1uJ" '" n"3,?llTl"l,n,l.3j,l' sround squirrel, and pheasant findlncrease. when the range.is in poor 6onoiitn, undesira- iloa a{ +hi^ ^^i, r^_ ^-_-
ii:,ffff',,fl1,;*Xf,tflTl1i ;:[1,.::"}:r:i,il _E]tH;:J:lilT]#ti[ffi1,J:,tilLT,?fi,n
tion. Heduiffi ;",,i. improvgg tne_ransel '$:::,,iifl: and.steep iropo-''"
prov.es range in poor condition. Cresietwesrern whearsras's, and Russian wirdrye j"llff,bl? ,,J,^lt #lr:dt.*pabilitv subclasses lVe' irrigated' and
19edjno. P.reparing a seedbed
"nJoiiiling t" ,""Jaii .
,good practices. rire ess(' ..,r'
,j?-Lr.Pqhier loam, ls to s0 percent slopes. Thiscottontair rabbit. sround squirrer, and pheasant rind S,:",xi Efli*i3li?l;JlT[;1,,#o%;*l'_e[, Ufnthabitat on this soil. '
Use of this soil lor community development and as a soil formed in residulm from sandstone ;nd-snale. Thesollgeof construction materiat ii limiteof,vi"r"ii?",iin] :::119" annual precipitation is about ei -incnes,
tnerhis soir is in caoabititv subcrisi.i-rrr.i ii,iii.i.l'j,"X'ii :ffi'1,,T,ilii1""["]?#0,:'il,::il:..i31#'oegrees.i,lVc' nonirrigated'
_-
-- ---- "'-'
i.ypicaily, tn" .Jri"J" rayer is dark brown roam about..f|lir,loam, 6 tg If percent stopes. This deep, go i'nbn".'thilk. in,l ,-,i.rertying materiat is reddish brownwell drained, moderately sloiing to iorrinS r-oir'iJ'i, "ff:
and dark reddish urown roirn-to a-a"pin'Jibo inches.
[qei"i:e?:+fr":tr:,#i"J;''#iftxrfi**s,:n:;li nffli!: U['tk;[;[,u;i[:"itr,ittis:#?
ilif,i[,;:H]'&? ]}ffi:':'":,r*}gffi'3l"1r:"1ii,,*, |"ffi:*:fffi;i fi;;"
"reas
make up s'to io perceni
about 48 degrees F, and tn6 average f.rtf;6;;U ii'*" ,^,lgrmeauitit/ is moderate, and avaitable water capacityabout125davs. .^,-..^_ " ..-. '-'iiii)'' l, is'!r9h. eri"drir" irlt,:n! o.ptn is 60 inches or more.Typically, the surface.layer is yellowish brown or tight sgf{e runoff is srow, a-no tire erosion h;;;rd is slight.vetlowish brown roam.about. tz in.n"i'ini.-k. i*;r['.JJ-',, , __rnii.roir iuJ"iiii"irrv ror srazins, wirdrife habitat, and$,g-111!"tp is light brownish s;ilI;#jo a deprh of ,, recreation. -" "'
ou lncnes' ln places the underlying material is strliiiied' ' 'The native vegetation is aspen and an understory ofwith line sandi loamj: " '- -"-'I::':,i ; bromes, ett< seJfre,'*iro;, wheatgrass, peavine, corum- ilncluded with this sd;; ad'E;,ir'"J,od',dffiq1,$i""::iii'iiiii l,slil"l*'y;,t":uflvy;"ll#:'*#s, forbs,percent. These areas
*Ti?i],ii.'nese
areas make up s to-rt pl,'bni diti! .n'1$,_*'o x"'Ji.,="iv"ilirJ;I"".5ffi*::::'3i31??rtifi.":
. fgrp"tuiliry is moderate, and avairabre warer capacity ll[:n",flff'tg maintains ino impiov"s-in"-Lnoi,titorv
is high' Effective rooting iepilt i.-'oo'ii.n"r or inoi"'. ihj{;ii is.s-uted ro production of quakins aspen. ttsurface runoff is slow, aid ttie erosion naiaro is mooei- can produce +,oso lrui. feet of wood per acie or 6,800
. il* so, is used mainry-ror crops, n?v,.Tgl?:.!ure. !irlijiig[:,$;,J::T l,r;l[;i::I;f,.n"J,T.ftiAlfalfa, small grains,i3
are srown. .,,,ffiii,e'g'as.-teoumlmi,ruqeg ;:[+:ffihiei;:i:i"m,fri",5:;;H gli:m
S.:l.,I'l'#ifi,'[','":'"J#ji.|{1l{t:n{h::ro*i:tpii: :Uji,trJ"ffifi" ;",.":: ","*1""',*0,,,"0control water and pre,
liH"tH,|:"#*Xfi[Srttfljit Hi"ttj'iill+o*tn. oiti, teptic tanrc ririer rierds, commun*y deveropment, and
- tJ ilati,i;6;iirtffi:in'tni, soir is mainry whe{. fir*1,!ii,l$H3":i;.X?8":Hry:;"*ni-,',:,:*fi1grass, needleandthread,'and sagebrush. - "' ';;'-Il i"Ioirg i"d;";;fi"';ro-sion hazard. Roads can be de-
degrees F, and the average frost-free period is about
125 days.
Typically, the surface layer is grayish brown loam
about 12 inches thick. The subsoil is grayish brown and
light gray sandy clay loam about 21 inches thick. The
substratum is light gray gravelly sandy clay loam or very
gravelly sandy loam to a depth of 60 inches.
lncluded with this soil in mapping are small areas of
Heldt, Potts, and Kim soils that have slopes of 3 to 6
percent. These areas make up 5 to 15 percent of the
map unit.
' Permeability is moderate; and available water capacity
is moderate. Effective rooting depth is 60 inches or
more. Surface runoff is slow, and the erosion hazard,is
moderate.
This soil is used mainly for irrigated crops and hay.
Alfalfa, small grains, corn for silage, and grass or grass-
legume mixtures are grown. Small acreages are in fruits,
including apples, peaches, and apricots. lsolated areas
are used for grazing.
This soil is irrigated by furrows and flooding. Sprinklers
are also suitable. Drop structures in irrigation ditches
help to control water and prevent excessive ditch ero-
sion.
The native vegetation on this soil is mainly wheat-
grass, needleandthread, and sagebrush.r I'I
SOIL SURVEY
percent. These areas make up 5 to 15 percent of the
map unit.
Permeability is moderate, and available water capacity
is moderate. Effective rooting depth is 60 inches or
more. Surlace runoff is medium, and the erosion hazard
is moderate.
This soil is used mainly for irrigated hay, fruits, and
grazing. Grass-legume mixtures and apples, peaches,
and apricots are grown.
This soil is irrigated by furrows and flooding. Sprinklers
are also suitable. Drop structures in irrigation ditches
help to control water and prevent excessive ditch ero-
sion. Keeping a grass or legume cover on this soil at
least three-fourths of the time controls erosion.
The native vegelation on this soil is mainly wheat-
grass, 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 lm-
proves range in poor condition. Crested wheatgrass,
western wheatgrass, and Bussian wildrye are suitable for
seeding. Preparing a seedbed and drilling the seed are
good practices.
,,,Cottontdl rabbit, squirrel, pheasant, and some mule
.deer find habitat on this soil.
,ru,Community development and recreation are limited by
isteep slopes and low strength.,, This soil is in capability subclass lVe, irrigated and
nonirrigated.
l.
r,^.52-Parachute loam, 25 to 65 percent slopes. This
,moderately deep, well drained, hilly to very steep soil lson north- and east-facing mountainsides. Elevation
ranges from 7,500 to 8,700 feet. This soil lormed in
residuum from sandstone. The average annual precipita,
tion is 20 inches, the average annual air temperature is
about 40 degrees F, and the average frost-free period is
less than 75 days.
Typically, the surface layer is grayish brown loam
about 5 inches thick. The upper part of the subsoil is
very dark grayish brown and brown loam about 13
inches thick, and the lower part is light yellowish brown
extremely channery loam about 11 inches thick. Hard,
fractured sandstone bedrock is at a depth of 29 inches.
lncluded wilh this soil in mapping are small areas of
Rhone and lrigul soils. The Rhone soils are in concave
positions. These areas make up 10 to 15 percent of the
map unit. lrigul soils are on ridge crests.
Permeability is moderate, and available water capacity
is low. Effective rooting depth is 20 to 40 inches. Surface
runoff is medium, and the erosion hazard is moderate.
This soil is used mainly for wildlife habitat and limited
grazing.
,;.,'When range condition deteriorates, forbs and;shrubb
,increase- When the ranoe is in noor cnndilinn :irndaeiiiLrincrease. When the,range is in poor condition,,undegifi:;
blei'weeds and annual.plants'are numeroud.ffprorjtilvl,,,
managing grazing maintains and improves ranoellcbn*iiLt',managing grazing maintains and improves range,lc6iidi-
tion. Reducing brush improves deteriorated range.iiSeed-
ing improves rangs in poor condition. Crested .wheat. l
grass, western wheatgrass, and Russian wildrye areisuit
able for seeding. Preparing a seedbed and drillingithe
seed are good practices. r ",ikihr.'i 'Cottontail rabbit, squirrel, pheasant, and some,r mute jir,
deer find habitat on this soil. ' ,'ii'r.' '
.. Community development and recreation are limited by
low slrength. ' ;' ' ,,r, i
This soil is in capability subclasses llle, irrigated, and
lVe, nonirrigated. ' ',ir ):' i
Eo,n", lo"r,ieiito"r2 percent stopes. This deep,
we'llTrained, moderately. sloping to rolling soil is on allu-
vial fans and , sides of+valleys. Elevation ranges from
5,000 to 6,500.Ieet;ithisi.soil iormed in alluviuri derived
from sandstone And shale. The average annual precipita-
tion is about,,l 4.jpclle.s[t!e j average annual air tempera-
ture is about 48'deoregrr,F, and the frost-free period is
about 125idays.J1,,r111fffi,i.1,,, ,
Typically, the , surface..layer is grayish brown loam
about 12 inches,rthlgkfrfhe,subsoil is grayish brown and
light gray sandyi,clgy*lqgp,,about 21 inches,thick.,;The
substratum is: lightigrfly#g;ayelly sandy ctay,:loam,;.646
very gravelly sandyilgem[tqia depth of 60 incheq.r,i".::i,,r,i
lncluded withrthis;soilhln;mapping are smalliareas"of
Heldt, Potts, and Kitrllgoils that have slopes of 6 to,12
.HIFLE AREA, COLORADO
amounts of gravel, Cobbtes, ani stones. ihe surlace isnormally covered with stones weathered from the hioher-lying Rock.outcflp. Sourh of tn" cororaaoiil;;;, dffi[i.stoles and cobbles are on the surface.
",
:,:T ?:'llid:..'1"-.'[11 9* 19 .
gpe o. ih ev a re s e n e rar rvctgye.y ro.toamy and have sligrrirv lioie-dr"i'inil;s;H
, soit than in the surface layerl *re su*acb iav"i ii rid[t
^.^0]91"9.
The profite is norriraly tree-oi'iiones, but scat-
,1,,' 66-Torrlorthents-Camborthlds.Rock outcrop com.plex,.steep. This broadly. defined unii-consistr'oi "iposed sandstone and.shile bedrock, iooo iton"i .iii
[,:g,F th,"t are. shailow to deep or", sinasione and shale,r oeorocK.. and stony basaltic alluvium. This complexoccurs lhroughout the survey area. The soits anO but-crops are moderatelv steep to very steep. SbpJ ringelfrom 15 to 70 percerit.
. Torriorthents make up about 45 percent of the com-plex, Camborthids makb up 20 prriJni, .nO Hock out.crop.makes. up 15 percent. fh'e fonibrtnents are-on
, :::ill':.j11^Igultainsides. .betow Rock outcrop. rfiepd:H:[.:r999_ camborthids are on rowei ioJ
-drop",
l1g cgn$ve.opan areas on foothiils and mountalnsdes:i:i:Toniorthents are shaltow to moao"i"iy deeo. Thev
1e^.9_g1er9!ty ctayey. to toamy anO contain-iariaUi5
37
.This complex is in capability subclass Vlle, nonirrigat-ed.
'!, l
.til*-rorrtorthents-Rock outciop, complex, steep.This broadry defined unit consists oi expbs6o sinJstorieand shale bedrock and stony .soils thdt,are shaltow io
Il11?^l1t:ly {eep over sandsirine.r,ano snirc ,ano,Ft";i
basartic ailuvium. Areas oJ this comptex occur throdghoulthe survey area. The soils and out'cropJ are moderatetv
stle-p_.to.very.steep.. Stope rapges froni tSto 7o-il;;i.torriorthents make up about 60 percent of ttils com_plex, and Flock outcrop makes up iS percent. The,Tor.riorthents are on fooiliils and mbuntainiroes uero* tre
Ro_ck outgrop. ,i, , .: --i.t,it.,-
Torriorthents are generaily clayey to loamy anaibbn-tqin variable amounls ot gravef doOUtes, and stones.The surface is normally coiered'with ,ion"s weathered
!1oq.tne higher-tying H-ock outcrop. Sorifr of the Cotora-oo HMer, stones and cobbles of basalt are on the sur_face.
The Rock outcrop is mainly Mesa Verde sandstoneand Wasatch shale. Some areis are covered with basaitic boutders and stones. smart aieal oi rm"stona;i-crops and exposed gypsum are in the eastern part of thesurvey area.. lncluded in mapping are small isotated areas of llde-ronso, Lazear, Ansari, Gaynor, Tridefl, and Nihill soils.These intermittent areas make ,p f O'tJ tS perceni oithis map unit.
. lhis 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 unsuiieo iocrops.
,- Jl: l?]iv_e _vegetation inctudes wheatgrass, btuegrass,rnotan .rlcegrass, needlegrass, bitterbrush, sage6rush,m_ountainmahogany and an overstory of pinyon inO tunl-per.
The vegetation should be managed to maintain woodproduction and timited grazing. Sdlectivlty tninning t[e
.?illgn_"F junipel imprwes -grazing and'provides- tire-wooo and posts. Steep slopes, moderate t6 severe.ero..sion hazard, and slow regro'wttr of irees areciffi;$',.,;
and- management.
Most of this comolex p a prime wlntering area for
!9e1 nalpits, coyote, and a few eti aiso-finO food andcover on this complex-
_C_ommunity. development is limited by the Hock.;out-
:lop: steep slopes, and stoniness..Thes-e timltationj,cairoe_overcome by appropriate deslgn. and conslrucilon., , I nts comptex is in capability subclass Vlle, nonlnigated' ,' , ...ir"r.i,,1r'' 't' rlii'
,,16j;V.alesttt toam, 3 to 6 percent stopes. fnf iiao.weu or€tned,- genily sloping soil is;on niesas,,leiiace'i,and alluvial fans. Etevaiion- rangesifro, SpOO: io,ilbijfeet. This soil formed in carcare-oG''eoriari'materiar. Tne
tered b.asalt stones, cobbles, ana sanOston" iragmdlare on the surface.
This..complex is used for grazing, wildlife habitat, andrecreation.
]]lThe stones on the surface and the steep slopes makethls complex unsuitable tor crofs. SJr-J'"r"., can bereseeded to pasture by broadcdrst seeOingl Otnei lfant-ing methods are made. ditticurt Uv ine ;;;; and stopes.
-_Il" native. vegetation inctuObs wrreaiiiasses, Uue-g:::gl llgian_ ricegrass, neeoresrassei, biil;'rfGh,
;rl:.Y[a[11l9g1v, iasebrush, aia'
"n-'orerstory ofprnyon and juniper.
_Il"_yltyg or gp1ing is fair. The vegeration should bemanaged to maintain wood productiori anO limited gr;lng. Selectively thinning tne binyon- anO Juriiper improves
Sg19.:11 provides-flrewo6o ino poit's. dt""p jropes,
;moderate to severe erosion.hazard, anO sfow?elr-ititipf . trees aff ect harvesting and ri.a,ii,r"iirt.
Mosl 9{ .rhis comptei is a fiimE,
'*i'ni"ring
area forer.,Babbits, coyote, and a fe'w elk afso iinO food andver on this complex.
.?yldil,g ,j:.. timited by steep slopes and sroniness.
,The.se tiiritations can'ue--6[er-c#; 6y
"pproprirt"deslgn and construction.
tf ,/ry
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LEGEND
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Roccption No.
Reordod at
Itccordcr.
IEISIltsED,Modothic 10TII dayof JAI{UARY
o'clock M,
WARRAI{TY DEEI)
,1996 , bctwooo
UNDER THAT
L2, Lg76
, grantor, aad
HELEN CTIRISTINE 'N]EI,L' ELDRIDGE AS TRUSTBE AT{D
ALBERT JOIINSON, .rR. AS CO-TRUSTEE AS DESIGNATED
CERTAIN IRREVOCABLE TRUST AGREEMENT DATED AUGUST
of thc lafrl Couoty of
DAVID PERqAN
rvtorologrl addrs ir
of tho rrid Conoty of
rrd Stltcof CALIAORNfA
Wioor
264 SliIOgrl.lELT ROAD
sNoIntAsS VILLAGE, CO 81615
PTIKIN
oo
Oof,
C6o
U)
C'
aod Statoof @LORADO , grrotoo:
WTtt{ESSff,, TtdthoSnator for rad in coaridoration of tho rum of good and valuable
consideratLon and ten DOIJARIi, tto roooipt rad rufficicocy of cfrict b hcr6y
adoowtodgod, har grantod, bu8rio€d, rold and coovcyod, aod by ttorcprocoou doe graat, birgsitr, rolt, convgl rad confitm, u1!o tho
Snatao' hir hoin aad srigm fororror, dl tho red propcrty togdhcr with improvcnrcntc, if ray, tinrar, lying aad boing in tho rrid
Couaty of CARFIELD aad Stato of C.olorado dorcribod re followr:
M{1/4N81/4, SEqfroN 25, rowNsHrp 5 sourrr, nANcE 92 wEsr o8 rHE 6TH p.U.
@uNrr or ceRrrELD
STATE OF COI,ORADO
er kno*a by ,loc.Dd luobor s:
TOGEIEER n fth eti eaa riquter tho hccditaomtr aad rppurtanacor .thaco boloa3la3, or la enywiro appqtridng, ead rto ruqrioa
and rcvqrlou, rrorlndot aod rmatldorr, !6tr, bauo. !trd prcfrE thtroog lnd etl tho est*e, rlgt[, thtc, lrtcfcc, clalm aad domrad what-
rocvcr of tto gnator, oithor in taw or oquity, of, io rad to tho abovo bargainod prooriaol, with tho hcroditaacotr aod rppurtonancor
TO EAVE AIID TO EOLD lt,o rcid prooircr abwo brrSsitrGd aod decribod, with tho appurtooaacoc, uoto tho gruloo, hir hoir and
a$ignr forwcr. And tho graaor, fot bimoclf, hir hcir, aod pcrcooal rcprccentativor, doce covcoaotr g!lt, bargdn, urd qgroo to rad with
ttc graatco, hir bcin aad ari8nc, that u tho timo of thc cnscding and dclivcry of thceo prcecnu, ho ir woll rcizcd of tho prcmico! rbovo
convc)rod, hae good, ruro, pcrfoct, abroluto aad indofcariblo o*ato of inhoritanco, in law, in foo rimplo, and har good right, full powor and
lawful authority to 8mtrt, bttSoio, rclt rad coavgt tho ranro in manncr aad form ar aforccaid, and ttat tto ramo rro fipo aod clorr from dl
formcr aad othct gmatr, bar8oitrt, raloc, licor, ttxcr, asrcssmcots, oocumbraacoo lod nrcdction. of whatrlvc kind or naturc sooycr, o6cqrt
eaaementB, reBtrictLona, regervations and rLghts of way of record, or altuate
and ln uB6, and real Property taxes for the year Lgg6, not yet due or payable.
Tbo graoor rhdl tsd will WARMNTY AI{D FORE\rER DEFET{D tho abwo-bargainod promirc ia tho quict aad porcoablo porrorrion
of tho grrato, hi. toist aad arlgnr, eSaia* atl and ovory potron or pcrsonr lawfully claiming t[o urtolo or aay part thoroof. Tho ringulrr
numbor rball includo tho plural, rho plural tho ringutar, and tho urc ofaoy gcodcr ehall bo appliclblo to alt gcodom.
INWIINESI WmREOf' thograator har oxocutod thi. dood oo tho dato rct for0r abovo.
CI.AUDE ALBERI
Statoof car,r6onnra-
c**y*Utn@){kD
)
)
)
Tto for,cgoilg itrtrumcot wlr acloowlodgod bcforc Do tlis fubY HTT.SI CHRISTTNE iNELL' ELDRTDGE IS fNUSTNN
.IR. AS CO-TRUSTEE OF THAT CERTAIN IRREVOCABLE
L2, L976
t
,t.
day of aIAIIUARY ,lg 96 ,
AND CI.AUDE AI,BERT JOHNSON,
TRUST AGREEUENT DATED AUGUST
()FFICIAL SEAL
IANAMENDIVIL
coMM. r 10515s7
Abrery hrbllc-Cellfoadt
IMFTT]A COUNW
My Cqwrrltrlon ErrolrctluNE 19, r99e
Atrrn TIh dGlcrrood &da3r -ntc lrio. i$2OOO
Ilc XIA WAIIANTIE Gcltcofrqiknsdl GLENWOOD
P.O. BOX
GI,ENWOOD
REALTY
537
SPRINGS, CO 81602
DOC FEE: 5.70
Notary hrblic
WRJ-5-Rev. 76
Application must
be complete where
applicable. Type orprint in BLACK
tNK. NooveEilE
or erasures unless
initialed.
C ORADO DIVISION OF WATER RES( CES
818 . .,tennial Bldg., 1313 Sherman St., Denver, Cotoratlo gO2O3
(x
(x
FOR: (X
(
() OTHER
PE RM tT APPL |CAT|ON FORty!
I A PERMIT TO USE GROUND WATER
I A PERMIT TO CONSTRUCT A WELL
) A PERMIT TO INSTALL A PUMP
) REPLACEMENT FOR NO.
WATER COURT CASE NO
This wetl shall be used in such a way as to causeno material. injury to exasting watei rights. ihirssuanceot.the permit does not assure the applicantthat no iniury will occur to another vest# urate;right or preclude another owner of a vested waterright from seeking relief in a civil court action.
,,ryf#figf,g,t
150
DETAIL THE USE ON BACK IN (1 1}
(4) pRTLLER
DATE TSSUED
Colorado iliicensee
EXPIRATION DATE
APPLICATTON APPROVED
PERMIT NUMBER
NAME David Percak
slsEsy P.0. Box 565l
qry Snovrmass Village.._--gO gL615
--. .
TELEPHONE NO. 970-923_7299
County Garf,iel d
Nl/ % of the NF zr, Section 25
Twp. 5 _L,rnn. 92 },l , 6th p.m.
RECE|IIEBJAilT6BS
(E,Wt
hoposed maximum pumping rate (gpm) 15
Average annual amount of ground waterto be appropriated (acrefeet): 3
Number of acres to be irrigated:
ftoposed totat depth (feetl:
Orvnert wd I deigrration
i,, i l.iiliii&:ff
usE oN LY' no irrisation
J?lorrr*o.,u,( I LIVESTOCK (2}( , TRRTGAT|ON (6)( ).coMMERCrAL (4)( lMuNrctPAL (8)
( ) oTHER (9t
Name
Street
FOR OFFICE USE DO NOT WRITE IN THIS COLUMN
Receipt No.
Basin Dist.
et
(3)
Aquifer ground water as to bs obtained from:
Telephone No.BY
COUNTY 23 3?
(51 THE LOCATION OF THE PRL JSED WELL andtheareaon
whicElhe water witl Oe used must be indicated on the diagram below.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
NORTH
i
_r-
I
I
I-+-
I
I
__L_
I
t'
I-+-
I
(6) I'HE i_ .L MUST BE LOCATED BELOW
by distances from section lines.
1200 ft. from North sec. line
(notth o, south)
2200 Eastft. from sec. line
(ca3t or west)
uocr n/a FTLING *
Percak
LOCATED g*n"r. David Percak
-+-+-+---l--+-+-+
t<- 1 MILE, s28o FEET *' I+++++++ril +-+l,lrlr,L-+-1'-+-J* + +
=l 'l B;l rlrHler ]-+ll +-+Er-l-t , tef;l llil; IH[---{--i-+-f + +lrlrlr- I r I r l- ,-r-I SOUTH SECTION LINE I I Illr+++++++rtll-.+-+-+-+--+-*-J
The scale of the diagram is 2 inches = 1 mile
+- +
I++
I
+--+-
I
INORTHI
l_ t-
t-l -
I
+-+-
I++
Il-+
uor-J-a
SUBDIVISION -
1
Each small 4O acres.
WATER EOUIVALENTS TABLE (Rounded Figuresl
An acre-foot covers I acre of land 1 foot deep
1 cubic foot pcr second (cfsl . . . 449 gallons per minutc (gpml
A family of 5 will require approximatelv 1 acre-foot of water psr yoar.
1 acre-foot . . .43,560 cubic feet . . .325.900 gallons.
1,0(D gpm pumped continuously for one day produccs 4.42 acre'feet.
No.ot "cres
',
N (O o.:?.4tbQ.foilttris ue ''/
the only well on this tpct?E
(81 PROPOSED CASTNG PROqRAM
Plain Casing
6 in. from -tJ- tt. to 50 tr
4* in. fro, 40 x. p 120 I
Perforated casing
4* in. rrom-1?9--p..o 150 6.
in. from
-
ft. to- ft.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old uyell and plans for plugging
it:
nla
No. of acres:b(10} LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s) :David Percak
Lesaldescription: Nlrl *. NE l. Section 25. T5S. R92W of the 6t,!! P.M.
(111 DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicatc typs of disporal'svsie@ouseho1d,wateringstock.0neacreofirrigation,disposa1will
ic with leachfield
(12) OTHER WATER RIGHTS used
Type or right
on this land, including wells. Give Registration and Water Court Case Numbers.
Used for (purpose) Description of land on which used
(13) THE APPLICANT (S}STETETS) THAT THE INFORMATTON SET FORTH HEREON IS
TO THE T OF HIS KNOWLEDGE.
Use additional sheets of paper if more space is required.
TR
OF APPLICANT(SI
Burnirrg Mountains
E'ire Protection District
Box 236
silq co 81652Board
nosTdbott-CMrmrn
W[U8E Montorrr
SeanMollo
TomVofihl
GodoWttzkp IhNrZordd. ChbE
Sln Cub.Add. Chlcf
January 22,1996
To Whom It May Concern:
This is to inform you that the property located on237 road, T5S., R92W., 6th pM., NWI/4 of the
NEl/4, Section 25, is within the Burning Mountains Fire Protection District.
Thank you,
tA,^afepg/7
Donald t. zordeti Ap/ /
Burning Mtns., FPD
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'ta
lor>
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GARFIELD
t*-*****-I DisLrict: II
I Road: 237I Permit #: 052*96 Dt*****.-*
COUNTY
APPLICATION FOR DRIVEIJ.IAY PERMIT
Applicatlon Date 09-27*1 996
I, PERCAK, DAVE (herein called "Applicant"), herebypermission and authclrity from the Board of County Commlssloners to
driveway approach(es) on the right*of*way of Garfield County Road
adJacont to Applicant's property located on the hfEST slde of the
the
roquestsconstruct a
Number ?37 ,road, apurpose ofdlstance of .6 MI mile(s) from INT CR250 & CR?3?obtalning access to PRIVATE RESIDENCE
Applicant submits herewlth for the consideration and approvalof the Board of County Commissloners, a sketch of the proposed tnstal-Iatlon shoteting aII necessary specif ication detall includlng ( 1 ) f ront-
age of lot along road, (7) distance from centerline of road toproperty Iine, (3 ) number of driveways request.ed, (4) rlidth of pro*
posed driveway(s) and angle c"rf approach, (5) dlstance from drivewayto road intersection, if &hy, (6) size and shape of aroa separating
driveways if more than one approach, and (7) setback dlstance ofbuilding(s) and other structures or improvements.
GENERAL PROVI$IONS
FIRST; The Appllcant represents all parties in interest, and affirmsthat the driveway approach(es) ls to be constructed by him for the
bona flde purposo of securing acces$ to his property and not for thepurpose of doing buslness or servlcing vehicles on the road right-of-way.
SECOND: The Applicant shall furnish aIl labor and materlals, performalI work, and pay aIl costs in connection wtth the constructlon of the
driveutay (s) and 1ts ilFFur t,enances on the right*of -way. AII trrork shallbe completed wlthin 30 days of the Permit date.
THIRD: The type of constructlon shall be as deslgnated and/or approvedby the Board of County Commissloners or their rCIpresentatlve, ohd alImaterlals used shall be of satisfactory quality and subject to inspec-tion and approval <lf the Board of County Commissloners or theirrepresentative.
FOURTH: The traveling public shalI be protected during the instal-lation t*ith proper urarnlng signs and signals and the Board of County
Commissionors and their duly appointed agents and employees shalt belreld harmless agalnst any action for per$onal lnjury or property
damage sustained by reason clf the exercise of the Permlt.
FIFTHT The Applicant shaII assume responsibitity for tho removal orcloarance of snow, ice or sleet upon any portion of the driveway ap-proach(es) oven th<lugh deposited on the driveway(s) ln the course ofthe County snow removal operations.
SIXTHT In the event it becomes nece$sary to romove any right*of-wayfence, the posts on elther side of the 6ntrance shall be securelybracod before the fence ls cut to prevent any slacking of the remain*lng fence, and all posts and wire removed shall be tuined over to theDistrict R<lad $upervisor of the Board of County Commissioners.
SEVENTHT No revisions or additions shall be made to the drlveway(s)or its appurtenances on the right*of*way without the wrltten permls-sion of the Board of County Commissioners,
EIGHTH: provislons and specifications outlined hereln shalt apply onalL roads under the jurisdiction of the Board of county commlssionersof Garfield County, Colorado, and the Spocifications, set forth on theattached hereof and incorporated herein as conditlons hereof.
SPECIAL CONDITIONS
RESPONSIBLE FOR T|{,O YEARS FROM DATE OF COMPLETION
1 5" CULVERT REAUIRED
GRAVEL ACCORDING TO SPEC
In signing this application and upon receiving authorlzatlon andpermlsslon to install the driveway approach(es) doscrtbed hereln thenpplicant signifies that he has read, uhderstands and accepts theforegoing provi$ions and conditlons and agrees to construct the drive-way(s) in accordance with the accompanyinq specification plan revlewedand approved by the Board of County Commlisioners.
|'tli tness :
PERMIT GRANTED THIS
PROVISION$, SPECI F ICATq:ON$,
Si qned;
(Signature of Appllcant)
( Address )
DAY OF
(Telephone Number )
,, .9,b-, suBJEcr ro rHE
For Board of County Commissioners of^GarflFld County, Colorado
SPECIFICATIONS
l. A driveway approach is understood to be that portlon of the high-
lay .right*of*way between the pavement edgeis deslgned and used for the interchange-of
way pavemont and the abutting property.'2, At any intersection, a drlver*ray shalt be restricted for a suf*flcient dtstance from the intersection to preserve the normal and safemovement of traffic. (It is recommended for rural residence entrancesthat a minimum intersoction clearance of 50 feet be provided and forrural commercial entrances a minimum of I 00 feet be provided. )3. All entrances and exits shall be so located and constructed thatvehlcles approaching or using them will be able to obtaln adequatesight distance in both directions along the highway in order to maneuversafely and wlthout interfering with highway traffic.4. The Appllcant shall not be permitted to erect anymatertal, elther flxed or movable, oD or extendlng overof the highway rlght*of*way.5' Generally, no more than one approach shall be allowed any parcelor property the frontage of which ts less than one hundred il00) feet.Additlonal entrances or exits for parcels or property havlng a frontagein exces$ of one hundred il00) feet shall be permitted only aftershowing rrf actual convenience and necesslty.6, AtI driveurays shall be so located that the flared portlon adjacentto the traveled way wiIl not encroach upon adjolning property.7. No commerclal drivoway shall have a width greater than thirty (30)feet measured at rlqht angles to the centerllne of the driveuray, exceptas increased by permissible radii. No noncommercial driveuay shallhave a wldth greater than twenty (20) feet measured at right angles tothe centerline of the drlveway, except as lncreased by peimtssible radii.B. The axls of an approach to the road may be at a right angle to thecenterline of the highrnray and of any angle between nlnety ( g0 i degreesand sixtv (60) degrees but shall not be less than slxty (60) degr6es.Adjustment will be made accordlng to the type of trafflc to be iervedand other physical conditions.9. The construction of parklng or servicing areas onright*of-way ls specificalty pr.ohibited. 0ff*the*roadities should be pr<lvided by commercial establishmentsvehlcles.
10. The grade of entrance and exlt shall sltrpe downward and away fromthe road surface at the same rate as the normal shoulder slope and fora dlstance equal to the width of the shoulder but ln no case less thanttlenty (20) feet from the pavement edge. Approach grades are restrlctedto not more than I 0 percent ( 1 0% ).
1 I. AII drive,rays and approaches sha}l be so constructed that theyshall not interfere with the drainage system of the street or hlghway.The Applicant will be required to provide, at hls own expense, dialn-ago structures at entrances and exits which wiII become an lntegralpart of the exlsting drainage system. The dimensions of aIl drainagestructures must be approved by tho Board clf County Commlssioners orthoir reprosentative pr.ior to lnstallation.
N0TEr Thls permit shall be made avallable at the site where and when work isbelng done. A work sketch or drawinq <lf tho proposed driveway(s) must accompanyapplicatlon. No permit wilt be issued without drawing, blueprlnt, or sketch.
and the property llne whichtraffic between the road-
sign or dtsplay
anY Portion
the highwayparking faclI-for customers'
<+> GARFIELD COUNTY ROAD & BRIDGE OEPARTMENT.i+>
SPECIAL PROVI$IONS FOR EXCAVATION OF ROAD SURFACE AND INSTALLATION
PERMIT #;062-96 0 PE RMITTE E :PERCAK, OAVE
INSPECTOR: MARVIN STEPHENS
1 ) ANY OVERSIZED MATTRIAL (IARGER THANI$ NOT UTITIZED IN BACKFILL WILL BE
ANY FROZEN MATERIAL h'ILL BT REMOVED
SUB*CONTRACTOR: DONT KNOtr,
1O INCHES IN DIAMETER), THAT
HAULED OFF BY PERMITTEE. FURTHER,
FROM SITE BY PERMITTEE.
2)II|HEN A PAVED OR CHIPPED SURFACE IS CUT, IT IS TO BE REPLACED WITHA MINIMUM Ttl|O INCH (7'' ) HOTMIX ASPHALT PATCH. A TEMPORARY PATCH IdITH
COLD MIX ASPHALT IJOULD BE ALLOhTED, h,HICH l^lOULD BE REPLACED WITH HOTMIXASPHALT WHEN THE h'EATHER 0R AVAILABILITY OF MATERIALS ALLOr*|S THE r.tORK
TO BE COMPLETED. AN ASPHALT OR CHIPPED $URFACE CUT I^,OULD REAUIRE THEROAO TO BE STRAIGHT CUT AND SAUAREO BY MEANS OF A PAVEMENT CUTTER ORSAW. A CHIPPED SURFACE CUT I^,ILL REAUIRE A SEAL COAT OF THE PATCH WHICHWIIL BE FULL WIOTH 0R HALF k IDTH OF ROAOWAY OVERLAPPING EDGES By Tt*r0FOOT MINIMUM h'HICHEVER IS REAUIRED TO INSURE AN ADEAUATE SEAL OVER THEUNDI$TURBEO PORTION OF THE RCIAOWAY IN THE VICINITY OF THE EXCAVATION.ASPHALT HOTMIX OR COLD PATCHES WILL BE COMPLETED IN A MAXIMUM OF FIVEIT,ORKING DAYS, r{,EATHER PERMITTING.
KIHEN POSSIBLE ALL IN$TALLATIONS SHOULD AVOID THE TOP EDGE OF A FILL SLOPE.3)
4)IN$TALLATIONS IN ORAINAGTS SUBJECT TO FLASH
BURY OF 4 TEET DEEPER THAN NORMAL FLO|IJ LINE
WAtL.
FLOODING, I*,ILL HAVE A MINIMUM
AT NEARE$T ABUTMENT OR h|ING
6)
7)
5) INSTALLATIONS AT CULVERT CROSSINGS WILL BE BURIED BENEATH THE CULVERTK'ITH A MINIMUM SEPARATION OF I 8 INCHES BETWEEN INSTALLATION ANO THEBOTTOM OF THE CULVERT.
OPEN TRENCHES ADJACENT TO THE TRAVELED ROADWAY SHALL BE BACKFILLEDOAILY TO IdITHIN lOO'OF THE WORKING AREA OF THE TRENCH, AND SHALL BEBARRICADED WITH WARNING DEVICES AFTER DARK.
IN ARTAS BEING OI$TURBED WHERE VEGETATION IS ESTABLISHEO, RESEEDING WITHA GRA$S AND CLOVER MIXTURE EITHER BY BROADCASTING OR DRILLING, WITH SEEDMIXTURES SUITABLE TO THE CLIMATIC CONDITIONS OR EXISTING VEGETATION |t,ILLBE PERFORMED. U$E ONLY CERTIFIED WEED*FREE SEED. NOXIOUS h|EED CONTROLWItL BE ONGOING ALONG WITH REVEGETATION.
EE SHOULD CHECK THE R-O*t{, OF $URROUNDING LANDOI^|NERS
THER PERMITS ARE REQUIRED, I,E., BLM, FOREST SERVICE.
8) THE PE
TO SET
FOR GART
AK, DA ( PERMITTEE )
Garfleld County Road & Brldge DepartmentP.0. Box ZZ54
Glenwood Sprlngs, CO B1 602
Phoner 970*945-dt I IFax: 9?0-94S*0934
Ktng Lloyd, $upervlsor
Please remtt for the following permit(s);
PERMIT(s) *: 063*96 D
Name:PERCAK, DAVE
Today's Date: 09-27-l 996
Date Issue 09*?7-96of
Address; PO BOX 5651
SNOWMASS VITLAGE
9?3-7?98
ST:co
To:
063*96 To:
Tor
To:
Bond HoIder;
ZIP: 81615
063*96
City:
Phone r
Uttllty Cut Permits-#'sr From:
Drlveway Permits-f's: Fr<lm;
Over Size Permits-#'s: From:
Over tdel qh t Perml ts-#' s ; F rom :
TotaI Utl.llty
TotaI Driveway
Total Over Size
Total Over Weight
.00
5.00
.00
.00
.00Fax/Admlnistratlon Charges ;
15.00
Pleaso Put Permlt f's 0n CheckPald ? (Yes or No)_ Check S;
County:
Garfield County Road & BridgeP.0. Box 2254
Glenwood Sprlngs, CO
Phone: 970-945-61 I IFax: 970*945-0934
King Lloyd, Supervlsor
Please remlt for the followlng permit(s)r
PERMIT(s) #; 062-96 D
Name:PERCAK, DAVE
Depar tmen t
81602
Bond Holder:
ZIP: 81515
Total Utttlty
062*96 TotaI Drlveway
Tota1 Over Size
Total Over Weiqht
Today's 0ate; 09-27-1 996
Dato Issue 09*27*96of
Addressr P0 BOX 5651city;
Phona;
SNOWMASS VILLAGE
973-7298
ST; CO
To:
062*96 To:
To:
To;
Uttlity Cut Permits-*'s: Fromr
0rlveway Permlts-*'s: From:
Over Slze Permlts-#:sr From;
0ver t*leight Permits-*'s r From:
.00
I 5.00
.00
.00
.00Fax/Adnrlnistratlon Charges :
15.00
Pleaso Put Permit #'s 0n CheckPaid ? (Yes or No )_ Check S:
fleld County:
Garfield County Roacl & Bridge
P.O. Box 7?54
Glenwood Springs, C0
Phone: 9?0*945-61 1 1Fax: 970*945-0934
King Lloyd, Supervisor
Depar tmen t
81602
Today's Date ; 09-2?-l 995
Please remit for the followinq permlt(s):Date of Issue 09*?7*96
PERMIT(s) #; 051-96 U
Name:PERCAK, DAVE Bond Holder:
ZIP: 81615
Address: P0 BOX 5651city:
Phone;
SNOh'MASS VILLAGE
973*1?98
STr CO
UtiIlty Cut Permits-S's: From
Driveway Permits*S's; From
0ver Size Permits**"s: From
Over Weight Permlts**'s; From
051*96 To:
To;
To:
To:
051 *96 Total Utillty
Total Drlveway
Total Over Size
Total Over Welqht
20.00
.00
.00
.00
.00Fax/Administration Char ges :
20.00
Please Put
Paid ? (Yes
Permit #'s 0n Checkor No)_ Chock #:
fleld County:
(=JERF I
Ft(}At)
F,," {}-
(Iil lt_,rinl rx h.t.r(:Ir":l d *S
F:} I-{ S}. F}{ 5}
E L B C(f IJ ]\I'TY& BF?It)GE
[$r::l pc 2 :.2 !5 ds
13 r- i.. r'r Qt $ * (::: {:) lhx '$ hx m ?-Pm-S,c+5,*ffi 1 1 "[
? t) * S 'dr+ S.- [l 13 3i &
T0: DAVI PERCAK
FM: PERMIT NIVI$ION
1 3 FEBRUARY 91
THE PERMlTS ISSUED TO YI]I,J IN 1 99fi NUMBER$:
062*96 D
051 *96 U
053*96 D
I./ERE IS$UIN UNNER $UB*NIVI$1ON EXEMPTION USI O[IL.Y,
IdHEN CON$TRI.'CTION IS TO BEGIN, ANN SINCE THEST PERMITS K/ILL HAVT
EXPIRED, YOI] MIJ.TT CONT},CI OI",IR OFFICT FOR AN ADDIIIONAL $ITI
IN$PECTION TO EN$URE THAT TI-'IT LOCATION $IT[$ REMAIN THE $AME AS
THEY r,i/ERE ',AlHtN THt ORIfiIN,a,t- pERMIIS l*IERE IS$;t-lEn.
THI RE WI L" t"
,ADDI T IONA I.
PERMIT($).
IHANK YOT] I
&r:. AN ADDiTIONAL ptRFlIT CHARGE f 0n "l'HI5, ANn AN
PfRFIIT I$.tlJEn i.lNnIR IHI r]AMI TtplFl9 Alr Y0Uft PnEVI0t.]8,
I
EXHI,B IT A
PROPERTY DESCR TPTTON
A PARCEL OF LAND S I TUATED
TOWNSHIP 5 SOUTH, RANGE 92
COUNTY OF GARF I ELD, STATE
PART I CULARLY DESCR I BED AS
COI\fiVIENC I NG AT THE NORTH QUARTER CORNER OF SA I D SECT ION 25 ' A BLM
etuMinuu cap tru FtacE, THE TRUE PoINT oF BEGINNING; THENCE
s-BU: Ti-;s5;' e Ar-or.rc rHE NoRTHERLY L I NE oF sA I D SEcT I oN 25 A
oriimcE oF ia,s.+T FEET io n FoIHr oN THE WESTERLY RIGHT-OF-IYAY
or-coupiv nono No. 237; riencE LEAVINc sAlD NORTHERLY LINE THE
FoLLoWtuc Sri-(6, COunSes ALoNG sAlD wESTERLY RIGHT-OF-'IYAY:
1 . el.or.rc irrE ARC
-oF A CUNVE TO THE LEFT HAV I NG A RAD I US OF
1 e+s . oo FEET AND A CENTRAL' ANGLE OF 07'28'30: , l .
D i SiarqcE Or U i-.+j iEEr (cxono BEAR5 S lE' 1 4' I 5' vu' 214 .28 FEET )2. s 14'50'OO" W 197.48 FEETs. ALoNG-iHa mc oF a cunvE ro THE RtcHT HAVINc A RADlus
oF-soa.zs FEET AND A SENTRAL AN6LE oF 26'12'?2'2 A
orsiArlcE-or 168.4, iEEi l|Hono BEARS S 27's6'11'w
166.96 FEET)4. s 40'+2'23' W 256.98 FEET
5. auonc iHE nnc oF A cuRvE To THE LEFT HAv I NG A RAD I us oF
I yiZZ.95-FEET AND A CENTRAL AN6LE OF 02'14'4?",-A
D I STANCE Or . +sg .'12 riii (cnOno BEARS S 39'35' 02' W
059'69 FEET) r.t 1, trtrFr N THE *ESTERLY6. s 38'27'41' -W
181 .12 FEET TO A POINT Ol
L I NE OF THE tlwl /4NE t /+ or sEcT loN 25 t THENCE_LEIV I NG SA I D
wEsiEnLy R icHr-irr+rvav u 01 '21 ' 24' w ALoNG THE wESTERLY L I NE
i.iwiZ+i.iEi/+ A otirnncE oF 122s.os FEEr ro THE rRUE P9INT oF
gECiNHtx'C; SliD PARcEL CONTAINING 13.086 ACRES, MORE OR LESS.
LOT 1
lN THE NW1,/4NE 1 /4 OF SECT loN 25 ''ilEsi-oF rfue Srxru PRINcIPAL MERIDIAN,
OF-COLORADO; SA ID PARCEL BE ING }Ufl)RE
FOLLOWS:
-EX-F]
IBII,,B,'
PRoPERTYLSiT'*rPrroN
A PARCEL OF LAND STTUATED tN THE r.trvl/4NE1/4 OF SECTTON 25,
TOUY}ISHIP 5 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
COUNTY OF GARF I ELD, STATE 0F COLORADO; SA I D PARCEL BE I NG MORE
PART I CULARLY DESCR I BED AS FOLLOWS:
COfuTilENCING AT THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 25,
A BLM ALUM I NUM CAP I N PLACE, THE TRUE PO I NT OF BEG t NN I NG; THENCE
N 89'51,49, W ALONG THE SOUTHERLY LINE OF SAID SECTION 25 A
D I STANCE OF 1 382 .O2, TO A PO I NT ON THE EASTERLY R I GHT-OF-WAY OF
COUNTY ROAD NO. 237; THENCE LEAVING SAID SOUTHERLY LINE THE
FOLLOWTNG SrX (6) COURSES ALONG SA|D EASTERLY RTGHT{F-WAy:
1 . N 3A'27' 41' E 242.93 FEET2. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS
OF 11662.95 FEET AND A CENTRAL ANGLE OF 02'14'42"A DTSTANCE OF 437.i; FEET (CHORD BEARS N 59.35',02',
E 4s7.s4 FEET)L +Jf .J+ TLE, I )N 40'42'23' E 256.99 FEET3.
4.ALONG THE ARC OF A CURVE TO THE
42E.23 FEET AND A CENTRAL ANGLE
DTSTANCE OF 195.87 rEEr (CHORD
194.16 FEET)
N t4'50'OOo E 197.49 FEET
ALONG THE ARC OF A CURVE TO THE R I GHT
OF 15E3.66 FEET AND A CENTRAL ANGLE OF
DTSTANCE OF 229.95 FEET (CHORD BEARS N
22e.75 FEET)
TO A POINT ON THE WESTERLY L|NE OF THE Nwl/4NE1/4 OF SECTTON 25;
THENCE LEAVING THE SAID RIGHT-OF-WAY S 89'13'35'E ALONG THE
NORTHERLY LINE MV1/4NE1/4 A DTSTANCE OF 555.96 FEET TO THE EAST
SIXTEENTH CORNER OF SAID SECT!^II 25 AND SECTION 24, A BLM
ALUMINUM CAP IN PLACE; THENCE i ,]O .'50, E ALONG THE EASTERLY
L|NE OF SAID NL/4NE1/4 A DTSTANCE OF 1298.89 FEET TO THE TRUE
POINT OF BEGINNING; SAID PARCEL CONTAINING 26.699 ACRES, MORE ORr trss..
5.
6.
LEFT HAV I NG A RAD I US OFc- 26'12'22" A
BEA|'.; l,l 27'36'11' E
HAVING A RADIUS0B'19'10', A1g'39'35' E
s6915'35'E 783.47
REBAR & CAP L.S.
#r95eE SEr (TYP.)
N1/4 CORNER SECnO.l 25
BLM BRASS CAP IN PLACE
EXHTB IT ,,C,.PAGE 1*2
LOT 1
13.088 ACRES*
oo
oiNN
N
t
1"= 1CC'
OIERHEAD
ELECTRIC
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ROAD
'%.
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*dt 4rrr*. Loc,.nol/Aprr^, Loctflo/ ..r:,/ z5' well^,5apvrcc ..ji'
/trn. @*rcxf ..i/"-/ ----:ji''\t1- ./'.'--
cf / =?.:;;[.,5e Pv."e
$tst- ,"'
\\r \.,::::::'
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ITELL
lra rr.'le rv niq ra.cce tt
'{/,/'?/ /,
t5'
932eD.e,r.t
&,
)0.1 25
E
iteo.E,l't oru,
I
I
E1/16 CORNER OF SECTION 25
& SECflON 2,1
BLM ALUM. CAP IN PLACE
(
) -EX HIBIT -i'
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LOT 2
699 ACRES
x
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ExsnNG I !nom _.ji
ttiil1Itl1
l1
-lt
.r:::""''i,.. \\.r\\\.ta
13E2.02'
Et/tO CORNER OF SECIIO'I 25
\ n-uu. cAP tN PLACE
SAllUELSOlrl
P.O. BOX 297
GLENWOOD SPRINGS
coLoRADO 81602
PUIIP GO. lNC.
WATER SYSTEMS
SALES, SERVICE & INSTALLATION
945-6309
December 10, 1996
Dave Percak
P.O. Box 5651
Snowmass Vil1age, Co. 81 61 5
Attn; Dave
on December 5, 1996 a well test was conducted on a werlnear Harvey Gap. The following information was obtained;
well Depth--- -----go | -0"Casing size (top)--------------7"(steeI)
Standing water leveI--- ---27'-1"Total test time---- -------2 hrs.
Drawdown to ------40 t -1 tt
Production is greater than--------1 0 gpm
Hardness 28 grains /gaIIron 0.0
pH 7.5
This test was conducted with a 1Model 1 0EJ. The weII recovered backyou have any guestions please call me
hp. Goulds submersibleto 28'-5" in 1 2 Min. If
Raun Samuelson at 945-6309.
Sincerely;
Raun Samuelson
SAIIUELSOil
P.O. BOX 297
GLENWOOD SPRINGS
coLoRADO 81602
PUIIP CO. lNG.
WATER SYSTEMS
SALES, SERVICE & INSTALLATION
945-6309
January 16, 1997
Dave Percak
P.O. Box 5651
Snowmass Village, Co. 81 61 5
Attni Dave
This letter is in response to the county question as tothe performance of this well to supply 2 houses. The well atthe time of the testing was startj-ng to stabilize at 40 r 1 " at
10 gpm. and recovered back to 28'-5" in 12 min. This wouldindicate that the well is making water and has a flow rate of
10 9pm. lrle like to see 5 gpm per residence for a direct pumping
system without storage. This well could provide water for twohouses. ft should be noted that although this weII is producing
1 0 gpm at this time we do not have a history of pumping thiswell over a year and from year to year. Although most wellproducti-on will stay fairly constant over the course of a year
some may vary. ff you have any questions please call me Raun
Samuelson at 945-6309.
Sineerely;
Raun Samuelson
Feb-13-97 o7:5_7A P -02
sAnuEL30il
P.o. EOx 297
GLENYVOOO SPRINGS
coLoRADO 81€02
PUilP CO. lllc.
WATEH SYSTEMS
SALES, SERVICE E INSTALLATION
945.63m
February 12, 1997
Dave Percak
P,O. Box 5651
Snownaes Village, Co. 18615
Itttn; Dave
After reviewing the prot pran for your property on countryRoad 237 near silt r feel that the pumping system could be setuP near the wel1, The well pump courd deliver water into astorage tank either under, in, or near the punrp house. A boosterpump wourd the pump the water into a preEsure system ln thepump house. The lines to each house would run from the pumphouse to each house. care needs to be taken on the line siieto the house and r would rcrcommend no Less than a 1 t lz" linedepending on the actual dlstance. rf you have any guestionsplease call me Raun Samuelson at 9{5-8309.
Sincerely;
€'#-
Raun Samuelson
gU
aa
STATIOABD BACIEiIOTOGICAT U'fiER IEST
$xowiirss wArER & $l{]rAnox 0lsTREr
P.O lu5?00
8lrouilAss vlllloE c0. tltto
Sample Locatiom 5,.1"
nYS l0* '
cowwGa&tlLr*ru PnY f;[iffi![[ /2 uor
( ) coiluultw suPPLY ( ) nounftr DFTRlEurloN sYsTEl' sumY
( ) xot{ colruuNrY ( } ctlEcl( sAilPu ( } PRoCESS WATER
( ,orHERnELlc ( lnAw ( lGR0uxD ( )SURFACE
{!,rnrvrre ( ) sPEcrAL PIJRPoSE sAtlPtf
..NOTE IF ALL INFOR}IAflON IS IIOT SU??IJEO. TIE SAIPT"E UYITT
BE DISCARDEO.
TJIii s"r""u, n tt e" '
*r ru 6atil Coc,nt, RJ ryr B"x 217
stp.st^re d/crr&ral' SPlirV< e./o il6o2
SEERA'ERSEFORNUELIMIIANOfl$SAI'PUIIGII{SIRUCTIONSANDOEFilTflOilS.
ue.Nicno r{16(Ra,.i,7e}100u qtg-6!O?
6
rt
Feb- 1.3-97 ()7: S7A
Breirrt &oa:
G!.tctso.
DrocXnrlwc
n(f,ne
L /9 /97
t. ab ntlrnber
$amrrl e I D
Artlenic (As)
Liari um (Ea)
Cadrnr urm ( Cct )
Chr.or,i urn (Cr r
Ft uorr de (tr)
Lead (Pb )
fylercr.rry (H9)
ili tr at-e (N )
SeI erri uai (';ie)
3r I ver (Ag I
Col or (Se/'Ft urni t )
pH
Conducti wi t y@?5 deg. rl
liodi r"rm (Nar)
tlalri,Lrm(Ce)
l'tagne:ir um (fls )
F'otassi urm (i'.)
Chl or-ide {Cl )
5u1 f at,er ( 5O4 )
Phenol . Al h*rl I ni t-y (CaCOil
Total Alkal inity(CaCO3)
Br carborrste ( l.ltlo.:,)
Carbonate (C0f)
Di gsol.zed So1 i d:i
Hardnegg (CaCO3)
Turbi di t.z (NTU)
Esron (Bi
Copprer (Crr )
Iron (Fe)
l"lanclanese (l"tr' )
F{ol ybdenurn (Mo}
Anrmon i a (N)
Phosphatre (F)
Zinr(Zn)
$iul f rrle (€i)
AI{ALYIICAL TETIORT
fiarnr-relson Plrmp Co-., Raurr Samuelsontilenvrood Sprrngs, CO
LSor.tory No.i::8.:_
f,tEBo,ard
P-03
-. - brh-water
?/'7 /9'/
t-imits for Drinking Sr.rggested
by Col o. Darpt . Heal th
JOHN C. TEPIIART & CO.
$flAil0 Jljilill0l.l LAB0flAI0flttS
all tlOiTH AVEtlUg o TXG'NE Za2-ttta o OnAND JUI.CIIONT C('|.OnlttO
f4€l|]
Fercak t{el l
O. OOtl
iJ. c,(:)
rJ. ()(!()3
0.t)ti.J
Cr. t)r)
Cr. O{)5
O- C,oO(.t(:)
(i. 46
O. OOCI
r-r. r.lr-rrj]
(r
7. +r)
;ftlr(l(r
474
{ EEt -rJ
53
3.8
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(t
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667
fJ. EE
O. C,75
(:,. o(14
r)- 14
rJ. ?67
(,. OO1(i.37
rj- oo
(r. {l{J(t
(r.22
mq/l
mg/ I
ng/ I
mg'/ I
n9/ I
nq/ I
ng/1
mg./ I
ngl I
mg./ I
urmhog/cn
mg./ I
mg,z I
ng/ L
t*ql I
nq/ L
nq/ |
rrQ/ I
mq/l
mg/ I
ng/ I
mg/l
ng/ I
mg/l
mg/ I
mg/ I
mq/ I
,DO/l
mq/1
mg/l
tnq/ |
mg/l
(). 05
1.O
11. Ol
r). (i::
c
(l - tls
(r. (,r:rz
1(t. ri
r). (r l
(_). (15
mq/l
mg./ I
mg/l
ng/ |
ng/l
*g/l
mg/l
ing./ I
ng/l
mg/ I
nonE
n(jne
rrortB
rag/ L
t10ne
ng/ L
none
mq/ L
fiq/l
none
none
none
none
mg./ I
rng/ I
135
llSir)
?5{J
5(](1
r00
1
,tone
1.Lr mg/I
(:i. J mq/1
r:). (Jg mg / I
11oile
11c,,1E
r.lone
5- t-r mgl I
ntfne
L;rtr Dr r. ; Er i an S. Eruer
Feb-13-97 07:58A P. ()4
NETES r:n sniliple {+ ::48(J :
Yrf,urr r.Jarter tes"ts -qrhgw leverlr eilceeding drinl': incr water linrrt for:
Sortir-riltl This would be of troncern for those on Sodiurn-rclstrictrve drr:tr,
and wor-rlrJ h;rve to tre accounted ln daily inta|,:ra -' 474 millrgrarrs
Sodrurn 'fur easli Literr o{ water cqn:;umed. rln aqlult rntake of l5otlium
i - erppr"url i. mate]. y 3 r OQ(.t rflrl per day "
Drssolved St.llrds: In thrs sample uon:lists of mt:sitly Scldium and Chloriden
with siqlni{ic.rnt contribr-rtiorr.s by tialciurm, Magrre*iirrm, !ir"rl'late and 1\1 l;a-
linityi this i.s a tmt-al rerarlinq af all salts clissolved rnto tlre r+;rter.
tlrat {r1'Erertion will not alter'. It re irr ureat excess crf recommelnded
limit-.
Hardness; ConposerJ of Clalcium and Flaqlnesiurn. Har"dness, carr cause mineral
burldup in applisnces. and necesgitate the uge of mctre soap to clean.
I t i s not l:nowrr to be h:rrm{ url to dr i n}l ,
Chloride: Hay alter the t.rste qf wate.r, cclntrihutes signrfrcantly
to total di ssol vercl gel r rjs.
Flanoanege: Flutc.lr lilie irr.lrr, lvlanganerse is a metal , not l.rrowrr to be to;<icr
th;rt trath tr:alrse orange-"hrown stainE on sLlr'+aces. clr'rrl in launrlry.
NOTE: $ul{rde was prEstrrrt in the r"rater, causing c1n unpleasant odcrr'.
$ulfide gasesi are toxlcr dnd i+ accumularterl in arr enclosed irea,
sr"tch as a shower stall, carl tre darrgerot-rli. 'lhe ;riurrce of Sr-rlf ide nray he
bacteria, Dr it may bE lraturally occurring. There is not an of{r,cral
lrmit {or Sul{ide in public dt"inllrnq r,,lirter syntems, to our }.;rrowledqe.
Bact-er"ia testrrru is suggested if rt has not been crone, clverr if thri
wc:ter is orrly tcr tle ursed {or battrrntt, rrriqat}crn clr aniil;rlri.
lrle wotrld ncrt l-ercildtrnr;lrld use o'F this r,rat-er for- a primsry cir-rnkrntl
E;oLrrce r,rnle;s treaterj. dlre to the itpmE lrsted:rbover e.G;fJecrally
Dj.ssc.lverl Sulrtl--:, which softening wrll not sIter. Other treatment
may be appl ir*crble.