HomeMy WebLinkAbout1.0 Application7E{,
tsEFORE THE BOARD OF COUNTY COI,l14ISSIONERS OF
GARFIELD COUN?Y, COLORADO
P ET I T i ON_POR-EX EI.lPT I ON
,)iirsusanb Eo c.R.s. (1r7J) secLion 30-28-lcI (I0) (a) _ (d) as
amended, and the subdivision Regulations of Garfierd CounLy, coLoraclo,
arJopte'J April 23, .1984 Section 2:20.49, t_he uridr:rs;igneJ
John M. Reeci respectfulJ.y petitions Ihe Board
of CounLT commissioners of Garfield Countrr, colora.lo, te exer,.lpt by
Resolution the division of - 2'o -acre tract of rancl into_ 4 __tract,s of
approximatety__-._?_:_l_:-t_ucres eachr rnore or 1ess, from the def initions of
'subdivi.sion'and subdivided 1and" as Ehe terms are used and clefined in
c'R's' (1973) section 30-28-101 (10) (a) - (d) ancl the Garfielri Counr.y
subclivision Regulations f or the reasons stated ber.ow:
.To-qubdfvlde-exlgtilg_properlrt-:_ol_qj.A-ur__-ueL_urcl_per!e_Is
_L.o__a_l1_atc__nsS!s_d
exp.ansion arou4l the airport and provide eca_negf c_gain.
:EUrE+!_REQU r REMENTs :An applrcabion which satisfies the review criteria must be subirrr-t-ei wit.haLI the following information.
T
B.
sketch map at a minimum scale of I^=200, sirowing Ihe ir:t13]description of the property, dirnensior-r and area of aI1 iot-s orseparate interests to be created, access Lc a pub j.:"cright-of-wayr dDd any proposed easemerrts for cirarnage,il.igation, access or utifitieslvicinity nap aE a minimum scal.e of l'-2000, showing the ge,eraLtopographic and geographic relation of the proposed exemption r-othe surrounding area witni"n rwo (zi- miresi- i5r "rri"n a cop). ofU.S.G.S: quadrangle map may be used.Copy of the deed showing orvnership by the applicant, or a letr-erfrom the property owner(i) if othei trran Ehe applicant; andNames and addresses of owners of recorrl cf land imnecliatelyadjoining and within 200 feeL oi rh;-lloposeo exemprion, mineralo\{ners and lessees of mineral owner" oi record of tire proper ty tobe exenpted, ancl tenants of any structure proposed forconver sion; andEvidence of t!" soir types ana characteristics of each type; andProof 9f 1ega1 -and aclequate source of domestic water for each 1otcreated, method of sewage disposal, and letter or approval. off ire pr otection plan f rom appropr iate f ire dis tr ict.; ancirf connection to a community br muniiiouL water oi sewer systemis proposed, a letter from bhe governi,g body statlng alri.llingness to serve; and
Igrrative "xplaining why exemption is being requested; andrt- sha1l be demonstrated thaL the parcer exisfed as described onJanuary 1, 1973 or the parcer as it exists presuntrv is one ofnot rilore than Ehree parcers created from u targer parcel as itexisted on January I, fgZ:.
A. $i00.00 f ee must be submitted wi.th the appl icat ion.
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EXEMPTION
APPL ICAB I LI TY
The Board of County Commissioners has the discretionary power to exempt adivision of land from the definibion of subdivision and ther eby from rheprocedure in these Regulations, provided the Board determines that suchexenption will not irnpair or defeat the stated purpose of ilre Su5divisionRegulations nor be detrimental to the general public welfare. The Boardshal1 make exemption decisions in accordance with Lhe requirements ofIhese regulat.ions. Following a review of the individual facts of eachapplication in tight of bhe requirements of these Regulations, Ihe Board
may approve, conditionally approve or deny an exemption. An appl icationfor exempt.ion must satisfyr at a mininum, d11 of the review cr iterialisted below. Compliance with the review criteria, however, does pot
ensure exemption. The Board also may consider additonal facLors listed inSection 8:60 of the Subdivision Regulations.
A. No more than a total of four (4) lots, pdrcels, interests or ilwellingunits will be created from any parcel, as Lhat parcel was described int-he records of the Garf ield County Clerk and Recorder's Of f ice o11
January 1,1973, and is not a patt of a recorded subdivision; however,any par ce1 to be divided by exempt ion that i s spL it by a publ i cright-of-way (State or Federal highway, County road or railroad) ornatural feature, preventing joint use of the proposed tracts, and theCivision occurs along the public right-of-way or natural feature, suchparcels bhereby created hoy, at the discretion of the Board, not beconsidered to have been created by exempEion with regard to the four(4) 1ot, parcelr interest or dwelling unit limitation otherwise
applicable;
All Garfield County zoning requirements will be met; and
A11 lots created will have 1egal access bo a public right-of-\ray and
any necessary access easements have been obtained or are in theprocess of being obtained; andD. Provision has been made for an adequate source of water in terms ofboth the legal and physical quality, quantity and dependability, and asuibable type of sewage disposal to serve each proposed lot; andE. All state and locaI environmental health and safety requirements have
been met or are in bhe process of being met; andF. Provision has been made for any reguired road or storm drainage
impr ov.ements ; andG. Fire protection has been approved by the appropriate fire district.H. Any necessary drainage, irrigation or util ity easements have beencbtained or are in t.he process of being obtained; andI. School fees, taxes hnd special assessments have been paid.(The School Impac[ Fee is $200.00 f or each new lot created).
PROCEDURES
A. A request for exemption shall be submitted to bhe Board on forms
provided by the Garfield County Department of DevelopmenL/PlanningDivisj.on. Two (2) copies of the application, maps and supplemental
information sha1l be submitted.
B. The Planning Division shall review the exemption requesE for
completeness wit.hin eight (B) days of submittal. If incomplete, Ehe
application shall be withdrawn from consideration and the applicant
notified of the additional information needed. If the aPPl ication is
complete, the applicant shal1 be notified in writing of the time and
place of the Board of County Commissioners meeting at which the
request shall be considered. In either caser ootification shal1 occur
within fifteen ( 15 ) days of submibtal.
c.Not j.ce of the public meeting shall be nrailed by certif ieri mail r r€turnreceiPt Ieque'sted, to owners of record of fana immecliately adjoiningand within 200 feet of the proposed exemption, to mineral oviners and.l essees of miner a1 ownerl or r ecor d of the land pr oposed f orexempt'ion, and to tenants of any structure proposed for conversion.The exetnption sit'e shall be posted clearly ono ton"picuously visiblefrom a pubric right-of-way witr, notice "ign" provid;;' by rhe planningDivision. All nobices snltr be mailed at least fifteen ( 15 ) anil noImore Ehan thirty-(30) dgYs prior to bhe meeting. The applicant shallbe responsible for mailing the notices and shall presenE proof ofmailing aE the meeting.
At or within fifteen (15) days of bhe meeting, the Board shallapprove, conditionally approve or deny the exemption request. Thereasons for denial or any conditions of approval shal1 be set forth inthe minutes of.the meeLing or in a written resorution. An applicantdenied exemption shall follow the subdivision procedure in theseRegulations.
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U./ A./-/tl_"ry D.*,
Book 4OO
Page 241
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THts DrBD, Mado thir 1st
betwern
DAVID W. DELAPLANE
day of February ,10 69,
i
and HELEN M]'DELAPLANE
UATI Lol;tiLiti;iARY ttt
,llAR ?.-,Ell
| '" ^'fi,,:L&a--
of the
of the first part, and
of the
countlr of Garfield
,.
JOHN IVT. REED
County of Gerfield
and Strte ol Coloredo,
.r'i;:'i t'r . .
. \" 'ir; -
WITNFISSETII, Thet thegildpsrtleS- ol tie llrrt part, f,or and in consideration of the sum of'ren Dollars and ot*rdr good and vahiabie considliition,
to the said part ie s of the firrt part ln taod patd Ui itre said partf of the second part, the receipt whereof is
hereby confessed and acknowledgeil, bc Ve " grantad; bsrgalned, sold and conveyed, and by these preeents dogrant, bargain, sell, conyey aad conflrm, unto tbe ratd part[ of the second part, his
heirs and asaigas forever, all the followlng gercribed lot or parcel of land, situate, lying and being in the
County of Garfidld end State of Coloredo, to-wlr:
end Steto ol Colorado, of the aecond part:
i'"i'..;r'i"'-:i ; :
A tract of land slttiated tur the NE{ of Section 2?,
Tp. 6 S. , R. 89 W. , 6th P. M.,. and more fully described
as follows:
Beginning at a point on the Easterly line of the Glenwood
Springe Airport, whence the East euarter Corner of said
Section 2? bears S. 69o30r East tgZZ.4 feet, thence N. 1go?lW. 278.21feet; tlence N. 22o5' West g68. BZ feet; thenceN. 25"59' W. 338.2 feet; thence N..Z?ogt W. Z4O feet; thences. 62"57t .1F,,!,,"68 {get to'$he Easterly^ line of the Glenwood
Springs irl$d$#,$0ol0 lifiir,;t ?3 1 ; z6.,fe et aldng the
E asterlJr.:lrrs-:rjf:BiB* Glenumddt";Springir l|t f p6 it t o ih € po rnt o fbeginning. ,
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Exhibit Page 1,
Paragraph e,
Cover Letter
SOIL INFORMATION ACCUMULATED BY THE U;S. DEARTMENT OF AGRICULTURE,
S0IL CONSERVATI0N SERVICE ENTITLED rrSoil- Survey of RifIe, Colorado,
Parts of Gar f iel- d and Mesa Counties r' .
The attached lnformatlon from the Soil Conservation Service showa general ftap r Rifle area, Colorado no. 1 3, indexing the soil
commentary as no. 8 in the vicinity of the ai-rport. This isclassified and further explained under the 'rAtenclo - Azel-tine
Complex, 1 - l'/, Slopes. " Exerpts from the above publicationfully describe the soj-I type and its eharacteristies. Thesoil- at the ariport has a good solid base for buildingconsLruction, is flat and has natural- drainage characterlstlcs,
and 1s approved for septlc tank absorption fields which is
evidenced by existing facilities.
John M. Reed, P.E.
t9
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. li r:,i-'l
18; .
s soil survey map was compiled by the U.S. Department of Agriculture,
I Conservation Service, and cooperating agencies. Base maps are
hophotographs piepared by the U.S. Department ol lnterior, Geolog-
i Survey lrom 1980 aerial ohotography. Coordinate grid ticks and land
ision corners, if shown, are ;pproximately positioned.
(Joins sheet 20)
tili:t.i: AtifA UOLORIi)rl i.lO 13
SOIL SURVEY
brown sandy clay loam acout 30 inches tl-rick. The sub-stratum rs very pale brown sandy clay loam to a depth ol60 inches.
lnc lded with this soil in mapping are small areas ofOlney and Potts soils that have slopes of 1 to 6 percent.
Permeabilitl, is moderatr:, and available water capacityis moderalc. [f{ective ro<tting depth is 60 inches. Sur_face runofl is medium, and thb erosion hazard is moder_
ate.
This soit is used mainly for irrigated hay and pasture
and some crops. Some areas are used for grazing andwildlife habitat.
Corrugations are the main method of applying irrigationwater. Sprinklers are also suitable. Steep slofes iarseerosion to be more rapid on this soil than on less slopingAscalon soils. Minimum tillage, cover crops, contour til_lage, and grassed waterways help to control erosion.Drop structures are needeiJ in irrigation ditches.The native vegetation on this soil is mainly need-
leandthread, wheatgrasses;, and sagebrush.
When range condition deteriorates, forbs and shrubs
rncrease. When the range is in poor condition, undesira-ble weeds and annual plants are numerous. properly
managing grazing maintains and improves range condition. Reducing brush also improves the range.- Seedingimproves range in poor condition. pubescent wheat-grass, western wheatgrass, and big bluegrass are suit-ai:le for seeding. preparing a seedbed ahd drilling tneseed are good practices.
This soil has poiential as habitat for cottontail rabbit,
squirrcl, pheasant, mourning dove, and wild turkey.
Steep slopes and frost action limit community develop-
ment. Cuts and fills shoukJ be minimal, and d-rainage isneeded for roads and structures.
l-his soil is in capability subctasses lVe, irrigated, andVle, nonirrigated.
7-Ascalon-Pena complex, 5 to 25 percent slopes.These moderately sloping to hilly soils are on sides olvalleys and alluvial fans. Elevation ranges from 5,000 to6,500 feet. The soils forrned in alluvium derived fromsandstone and shale. The iaverage annual precipitation isabout 14 inches, the avr-.riage annual air temperature is
about 48 degrees F, and the average frost-free period is
about 120 days.
The Ascalon soil makes up about 65 percent of the
complex, and the Pena soil makes up about 25 percent.
The Ascalon soil is on the less sloping, somewllat con-
cave parts of the landscape, and the pena soil is on the
sleeper, convex parts.
The Ascalon soil is deer and well drained. Typically,the surface layer is brown fine sandy loam about 5
inches thick. The subsoil is brown and yellowish brown
sandy clay loam about 30 inches thick. The substratumis very pale brown sandy clay loam to a depth of 60
inches
Permeability of the Ascalon soil is moderate, and avail.
able- water capacity is modei.ate. Effective rooting depthis 60 inches. Surface runoff is medium, and the lrosion
hazard is moderate.
The Pena soil is deep and well drained. Typically, the
surface layer is about 12 inches thick. The upper part ofthe surface layer is dark grayish brown stony'loam, andthe lower part is dark grayish brown very stony loam,The substratum is very pale brown very stony sandyloam to a depth of 60 inches.
Permeability of the pena soil is moderate, and availa.ble water capacity is low. Effective rooting depth is 60inches. Runoff is slow, and the erosion hazard is moder.
ate.
lncluded with these soils in mapping are small areas ofOlney and Potts soils that have slofes of 6 to l2 pe,r.cent. These areas are on small, isolated mesas andmake up 5 to 10 percent of the complex.
This complex is used mainly for wildlife habitat and
limited grazing.
.The native vegetation is mainly needleandthread,
wheatgrasses, mountainmahogany, and sagebrush.
When range condition deteriorates, forbs and shrubsincrease. Properly managing grazing maintains and im-proves range condition. When the range is in poor condi_tion, seeding is practical. Areas must be carefully select_ed to avoid the concentration of stones. pubescer,t
wheatgrass, western wheatgrass, and big bluegrass aresuitable lor seeding. Preparing a seedbed and diilling theseed are good Dractices. Controlling brush impr-oves
areas that are producing more woody shrubs than are
nornrally found in the potential plant community, but con-
trolling brush rnay damage deer habitat.
Cottontail rabbit, squirrel, pheasant, mourning dove,wild turkey, and some mule deer lind habitat oi these
soils.
Community developmenl is limited by the steep slopes
and frost action in the Ascalon soil and by steep slopes
and stones in the Pena soil.
This complex is in capability subclass Vle, nonirrigated.
8-Atencio-Azeltine complex, 1 to 3 percent
slgpes. These nearly level to gently sloping soils are on
alluvial f ans and terraces. Elevarron ranges Jrom 5,000 to7,000 feet. The soils formed in mixed alluvium derivedfrom red-bed shale and sandstone. The average annualprecipitation is about 14 inches, the average annual airtemperature is about 47 degrees F, and the average
annual frost-iree period is about 1 10 days.
The Atencio soil makes up about 45 percent of the
map unit, and the Azeltine soil makes up about 45 per-
cent. Exposed areas of gravel make up about 1 0 percent
of the unit.
The Atencio soil is deep and well drained. Typicall.v-,
the surface layer is dark recjdish gray sandy toarn'aboui
1.1 inches thick. The upper part of the subsoil is reddish
brown gravelly sandy clay loam about 12 inches thick,
qIFLE AREA, COLOSADO 13
ard the Iower part is brown gravelly sandy loam about 5rches thrck. The substratum is sand, cobbles, and
lravel to a depth of 50 inches.
Permeability of the Atencio soil is rnoderate, and avail-
able water capacity is low. Effective rooting depth is 60,nches or more. Surface runoff is slow, ani tne erosion
hazard is slight.
The Azeltine soil is deep and well drained. Typicaily,li'e surface layer is reddish gray gravelty sandy loam
about 8 inches thick. The undertying layer is reddish
crcwn gravelly sandy loam about .10 inches thick. The
s.rDstratum is calcareous sand, gravel, and cobbles to a
Jeptlr of 60 inches or more.
Permeability of the Azeltine soil is moderately rapid,
and water capacity is very low. Effective rooting Oeptn is
aoout 60 inches or more. Surface runoff is slovi, and thee:csion hazard is slight.
These soils are used mainly for grazing and crops.Arfalfa,.small grains, potatoes, and grass_le{urne hay are:he main crops.
This soil is irrigated mainty by flooding. Grassed water_
t\ays and minimum tillage prevent serious erosion. Cover;rops or stubble mulching in dryfarmed areas alsoreouce erosion.
Tne native vegetation on these soils is mainly
;'ass, sagebrush, and needleandthread.
!'vnen range condition deteriorates, forbs and shrubsxsrease. When the rarrge is in poor condition, undesira_0,e weeds and annual plants are numerous. properly
Tanaglng grazing maintains and improves range condi_ircn. Seeding improves range in poor condition. Crested*neatgrass, western wheatgrass, and Russian wildryeare suitable for seeding. preparrng a seedbed and drillinglne seed are good prictices. n,ilr"l"g bnrsh improves
lrre 1annU.
Pheasant, dove, rabbit, squirrel, and some deer find
'ood and shelter on these soils, mainly in areas ol crops.Use ol this soil Ior community development or as asr!fce of construction material is limited by the large
.s:rne,s Special design is needed for septic tink absort_::r fields because ol seepage anO ifre possibility of;,- rlrng ground water.:h,s complex is in capability subclass lVs, irrigated,a..-. \/ls, nonirrigated.
9*Badland. This broadly defined unit consists ofsl?ec and very steep, nearly barren land dissected by".1r1 rnlerrTlittent drainage channels that have cut into" t scll shale and sandstone of the Green River Forma_: r^ a.0 rnto the soft shale and siltstone of lhe Wasatch,|,r;i":cs, and Mesa Verde Formations. Badland occurs""-'-Qnour the survey area, mainly on steep foothills and-':'.;.r:alnsides that have outcrops of shale or sandstone.di'..,.1 85 pL'rcent or more of the area is unvegetated.-"'r v,at':. erosion hazard is very severe. and erosion is
About 15 percent of this map unit is small, rsolated
areas of Lazear, Tanna, and Dollard soils. These soils
have only a sparse plant cover, mainly scattered pinyon
and juniper The value lor grazing is very limited. The
trees provide a littie protection and cover for livestock
and wildlife.
Badland is unsuitable for community development.
Badland is in capability sr-:bclass Vllle, nonirrigated
10-Begay sandy loam, 1 to 6 percent slopes. This
deep, well drained, nearly level to gently rolling soil is on
ailuvial lans and sides o{ valleys. Elevation ranges frorr
5,000 to 6,500 feet. This soil formed in alluvium derivecJ
from red-bed sandstone and shale. The average annual
precipitation is about 14 inches, the average anrrual air
temperature is about 48 degrees F, and the average
frost-free period is about 120 days.
Typically, the surface layer is red or yetlowish reo
sandy ioam about l4 inches thick. The subsoil is yellow-
ish red fine sandy loam about 10 inches thick. The sub-
stratum is yellowish red stony sandy loam to a t epth of
60 inches.
lncluded with this soil in mapping are small areas ofOlney and Ascalon soils that have slopes of 6 to 12percent. These areas make up about 5 to 10 percent ofthe map unit.
Permeability is moderately rapid, and available water
capacity is low. Effective rooting deptlr is 60 inches.
Surface runoff is slow, and the erosion hazard is rnoder-
ale.
This soil is used mainly for some irrigated pasture andhay and for grazing. Small acreages o{ wheat, barle;,,
and oats are grown.
Flo_oding and sprrnklers are suitable for irrigating this
soil. This soil is drouqhty and needs {requenl irrigatlon tomature crops. Controllinq the rate of water application
reduces piping and erosion.
The native vegetation on this soil is mainly wheat-grass, needleandthread, and sagebrush.
When range conditron deteriorates, forbs and shrubsincrease. When the range is in poor condition, uncjesira-ble weed-q and annual plants are numerous. properly
managing..grazing rnaintains and improves range condition. Seeding improves range in poor conditionl Crestedwheatgrass, western wheatgrass, and Fiussian wildryeare suitable for seeding. preparing a seedbeo and drillingthe seed are good practices.
Cottontail rabbit, squirrel, rirourning dove, chul,.ar, andsome mule deer find habitat on this soil.
Use of this soil for community development and as esource of construction material is limited by seepage,large stones, and excess fines.
...This soil is in capability subclasses llle, irrigated, andlVe, nonirrigated.
_.ll-Begay sandy loam, 6 to 12 percenl slopes.This deep, well drained, moderately sloping to rolling soil
54
Ascalon soils are similar to Morval and Vale soils.Morvat soits have a lgamy sk;tetat ;;bstratum above adepth of 40 inches. Vale'soils n*" irin" silty controlsection.
Typical pedon of Ascalon fine sandy loam, .l to 6percent slopes, about 1,000 feet north oi tn. south quaiter-corner of section 1, T. 5 S, n. gS'Wl
A'-9 to 5 inches; .b.r:*I (1OyF 5/3) fine sandy toam,dark brown (jOyR 3/3) moisi tine"granutar struc-ture; soft, very friabte, mirOry aif<aiiie; graduat wavyboundary.B',*: to 13 inches;.bro_wn (1OyH 5/3) sandy ctay toam,dark brown (t,yR 3/3)'moist; ,oi"iut" fine suban_gular blocky structu.re parting io ,tr*g fine granular;stishuy hard, very,.friabre, srTgniy sjiciv ".j Jlghity
, r, j,,Tl:' *itdtyat katine; clear .rof tn' lorndaryD<r- rJ {o JU tnches; yellowish brown (1OyR S/i) sandyctay toam, dark yeltowish brown tioVn 3/4i mo;;imoderate fine and medium subanguia, blocky struc_ture; .thin clay films on some fa"ces of the peds;slightly hard, very friable, slicty anO plastic; mildty_ alkaline; clear smooth boundarv. - -
B3ca-30 to 35 inches; V"flo*[fi brown (1OyR 5/4)sandy ctay toam, dark yeltowisn Orown 'gOVa itlimoist; weak fine subangutar blocky stiucture; slighflyhard, very friabte,.stick! anO pfasii"] visibte carbon-ates in seams and as concretions; calcareous; mod-
^^^ "r:l"ll atkaline; clear wavy Oounaary.uca-35 to 60 irrches; very pale brown (10yR g/4)sandy ctay toam, very paie 'p1own
fl ovn' t t q mi,ts,r,;massive; slighily hard, very friabte, sttt<y anO plastic;finely disseminated carUonates lir.rgl..lort horizon;calcareous, moderately alkaline.
-"'-*.
st, !,r
Typical pe<Jon of Atencio sandy loam, I lc j;,,,,slopes, about 320 feet north unO f SO fu., nur., ,southeast corner of section 35, T. 6 S., n. eS ff
B3ca-23 to 28 inches; or"*" li.sVr""Jri';_sandy loam, dark brown (7.5iF 4/4) mors... tmedtum subangular blocky structure; stigirti, .*l
f riable; 20 percent gravel; calcium ..r'80.r,,coatings on underside of gravet ";J ; il,::;.tions; calcareous; mildt/ att<atrnel lf.rl,' ,_,,,
A1-0 to 5 inches; dark reddish gray (SyE.t ( ,r.
loam, dark recldish brown lSVn 'SZrt
mc,s: -.)ate m.edium granular structure; soft, loose. : :", ,gravel, mildly alkaline; clear smooth O*nor.,Bi-5 to tl inches; reddish bril; i5G 4: ..iloam, dark reddish brown tsVn ilSi ,c sntedium subangular blocky structurel' .r .',.very friabte; 5 percent grivet; ,iiJfv ,in; ",smooth boundary.
B2t-11 to 23 inches; reddish brown (5yR qil) yr^,sandy ctay toarn, reddrsh brown'isvn srl,tllmoderate medium prismatic structure
-or.
.,.weak medium subangutar Ofo.kv;- n.1'il ,,.,
slighlly sticky and slighily ptastic; 1'5 percenl :,,
."^-t"'!3,?.,Ji,o,t alia.line; "r""i ..Jot;;.f ;
boundary.
.,.r,hu mollic epipedon ranges
th,ickness. The profile is m"ildly
alkaline throughout.
llCca-28 to 54 inche.s; sand, gravel, and cobbtes ,careous; some visible calcium carbonate as cla:rlon coarse fragments; 30 percent cobbles, :l :*cent sand, 40 percent gravel.
The mollic epipedon ranges from 9 to 15 incttrll:lT^r: Dreplh to the und6rtyins-.inoy'i,.t.,i.r
trom 23 to 38 inches. Reactioi is"ffi,i;i*ri#l;'_'jerately alkaline throughout.
The A horizon has hue of 2.5yR to 7.5yR, value :or 5 dry and 2 or 3 moist, and chroma of g to S. G.,
from 9 to 16 inches in
alkaline to moderately
The A horizon has hue r:f 2.5y or 1OyF, value of 4 or5 dry and 2 or 3 moist, and cnroma-ot'2 or 3. The Bhorizon has hue of 7.5yR or. fOii, uaire of 5 or 6 dryand 3 or 4 moist, and chroma of 2 to +. ihe Cca horizonhas hue of 2.5y or t0yR, uatue ot 7r; g dry and 6 or 7moist, and chroma of 1 to +. Catiurn-coUoi.,"t"1qur"-lenl is less than 15 percent in the Cca noiirrn.
Atencio series
The Atencio series consists of deep, well drained soilsthat formed in alluvium derived f.r%J sandstone andshale. Atencio soils are on sloping f;;"1;;;;;;i:Slopes are 1 to 3 oercent. fne aveftge'a-nnuat precipita_tion is about 16 inches, and theTr"Irg" annual airtemperature is about 4g degrees F.Atencio soils are similar Io Vale sorls. Vale soils havemore silt, .and they do not have gravel in the ,pp", prrtof the pro{ile.
or cobbles make up less than tO percent of the A
f^": l_1"^?it^horizon has hue of rbR to syR, vatue:to 6 dry and S ro s n.oisr, il ;;,;;'l,i'il ;:tr 1rv w. vL[ !ll:^"T:: fragments ranges from 5 to 35 percent. _
llCca horizon is 20 to 40 percent coOOteJ ;;"ill,percent gravel.
Azeltine series
The Azeltine series consists of deep, well drained s:
::.ll"r::9_in gravetry and cobbty ariuvium derived lmixed sedimentary and igneous ,o"[.. e="lti"" ..i, i_. ii! rv rvilJon terraces, benches, and fans adjacent to major dr
:9:.y^ll:;::?"-1?r: 1
^to
3 perceni. rne
"""rasi.ll":]1,:li_"1 is about 16 inches, and rhe ;";;;;; ;;,air temperature is about +g degiees F.Azeltine soils are similar to kim soits. Kim soils dc.havg a. mollic epipedon and do not contain'#;;ments in the lower parl of the control ,".tion.
RIFLE AREA, COLORADO
ISorne terms LhaL describe
'tslight, I ItmoderaLe,
TABLE 7.--BUILDING
restricti.ve soil features are'r and trsevere.tr Absence of an
SITE DEVELOPMENT
defined in Lhe GIossary.enLry indicaLes that Lhe
103
See LexL for deliniLions ofsoi.L was noL raLed l
Soil name and
map symbol
t-----------
AImy Variant
)r.
Arle-------------
Rock oulcrop.
l-----------
Arvada
irvada
Ascalon
:-----------
iscal,on
"t.
lscalon----------
:ena-------------
i.:\'"encio----------
ShalLow
excavaLions
Dwellings
wiLhouL
basements
I
I Severe:
I slope.
I
I
I
I Severe:
I sJ.ope,
I Iarge sLones.
I
lSevere:i slope,i depbh r-o rock.
Severe:shrink-sweIl
Severe:
shr ink-sweI1
ModeraLe:
Iow strength.
Moderate:
slope,
Iow sLrengLh.
DweI I i ngs
wi Lh
basements
Severe:
s lope ,
Severe:
slope,
).arge stones.
i Severe:I slope,i depth to rock.
Severe:shrink-sweII.
Severe:
shrink-sweI1.
Moderate:
1ow sLrengLh.
Moderate:
sIope,low strengLh.
ModeraLe:
sIope,
1ow strengLh.
Severe:
s lope ,Iarge stones.
S1 ight
Moderate:
I arge stones.
ModeraLe:
Iarge stones.
t4oderate:
sLope,
1 arge sLones.
Severe:
depth Lo rock,
slope.
Sma] I
commerci.al.
buildi.ncs
Severe:
s Iope .
Severe I
slope rI arge stones.
Severe:
slope,
depLh to rock.
Severe:
shrink-swel.I.
Severe:
s lope ,shrink-sweLl.
Moderate:
Iow strengLh.
Severe:
s1ope.
Severe Islope.
Severe:
large sLones.
Stight-----
Moderate:
large stones.
slight-----:------
Severe:
s lope .
Severe:
depLh Lo rock,
s Iope .
LocaL roads
and st,reeLs
I
I
lSevere:I sIope,I Iob, strenglh.
Severe:
slope,
larBe sLones.
Severe:
slope,
depLh Lo 'ock.
Severe:shrink-sHelI,low sLrength.
Severe:
shr ink-swe11. ,low s Lrer)gt,h.
HoderaLe:
frosL acLion,
Low screngLh.
ModeraLe:
slope,lrosL acLion,
1ow sLreng!h.
ModeraLe:
sIope,
f rost acLi.on,
loer sLrengLh.
Severe:
s lope ,large stones.
I
I ModeraLe:
I l arge sLo'res.
I ModeraLe:
I slope,
I
I
I
I
I
I Severe:
i depth Lo rock,
i s1ope,
I Iow sErengLh.
Severe:
s lope .
Severe:
sLope,
large sLones.
Sever e :
s Iope ,depLh Lo rock
Moderate:
Loo clayey.
ModeraLe:
slope,too cl.ayey.
SLighl-----
ModeraLe:
s1ope.
{ieiiine--------
Moderate:
s1ope.
Severe:slope,
I arge sLones.
Severe:
cuLbanks
Severe:
cuLbanks cave,large sLones.
ModeraLe:large slones.
ModeraLe:
slope,
large sLones.
Severe:
depth t,o rock,
slope.
end of Lable.
Moderale:
s1ope,low sLrength.
Severe:
slope,
large stones.
i S1 i ght-----
cave. I
i Moder aLe :
i targe stones.
I
I
I
I
I
i S1 ight----
I
I ModeraLe:I s1ope.
I
I
I
I
I Severe:
I depth Lo rock,
i slope.
I
I
I
.t,
:alland
;-------------___
:r6ay
:e3ay
,a:
.,_AluIt----------
I
I
I
I
IiSIiSht.
I
I
iee foot,noLe aL
108
I Some terms that descrlbe'rslight, rt
-
rmoderate,
noL ratedl
I ---------- | Severe:AImy Variant i slope,
I percs s1ow1y.
SoiI name and
rnap symbol Septlc tankabsorptlon
fields
Severe:
s lope ,depth to rock.
Severe:
s lope ,depbh to rock
2r..
ArIe
Rock ouLcrop.
3----------
Arvada
4----------
Arvad a
SIlght
Severe:
slope,
large stones.
Severe:
percs
Severe:percs
slowly.
slowly.
Ascalon I sIope.
I
I
.71. i
IAscalon---- lModerate:I slope.
I
IPena--------------- i
8r:
I
I
I
I
I
I
IAtencio---- i SIight-___
I
I
IAzeitlne--- lsevere:I large stones.
I
I
I9I.
Badland
1o--------- | Mooerate:Be8ay I large stones.
1 1--------- lModu.aterBegay I slope,I Iarge stones.
12r:
Buck Ion ----i Severe:
depth
slope,
percs
Eo rock,
slowly.
See footnoLe at end of table.
TABL[ 8..-SANITARY FACILITIES
resLrictive solI features are deflned in the Glossary." "good,'r rrfair,r' and ot,trer terms.-"i[""n"" of an entry
SOt qrur
, See LexL for d3111,.1.,,. ,Lnolcates that thr r::. r
Sewage Iagoon
areas
Severe:
s lope .
Severe:
s lope ,large stones.
Severe:
s lope ,depth to rock.
Moderate:
s).ope.
Severe:
slope,
Severe:
seepage.
Severe:
slope,
seepage.
Severe:
s lope ,seepage.
Severe:
s1ope,large stones.
Severe:
seepage.
Severe:
seepage,
large stones,
Severe:
seepage.
Severp:
slope,
seepage.
Severe:
depth to rock,
s lope .
Trench
sanlbary
dfill
Severe:
slope.
Severe:
slope,
depth to rock,
Severe:
s lope ,depth Lo rock
ModeraEe:
Loo clayey.
Moderate:too clayey.
Severe:
seepage.
Severe:
seepage.
Severe:
seepage.
Severe:
Iarge stones.
Severe:
seepage.
Severe:
seepege,
large stones
Severe:
seepage,
Severe:
seepage.
Severe:
depth Lo rock,
s1ope.
Area
sanitary
Iandfilt
Severe:
s1ope.
Severe:
s1ope.
Severe:
sIope,
SIight-----
ModeraLe:
s lope ,
Severe:
seepage.
Severe:
seepage.
Severe:
seepage.
Severe:
slope,
SIight-----
Severe:
seepage.
Severe:
seepage.
Severe:
seepage.
Severe:
slope.
i Poor:i slopc,i largc r!.:ra
area !.a::l;t
Poor:
s lope ,Lhln Irrt:.
area rtclt_t
DrtIy m*for 18{r-
I
I
I
i Poor:i slopc.
I
I
I
I
I
I
Falr:
Loo clrycy.
Falr:
s lope ,Loo clryrl.
Good.
Fair:
s Iope.
Falr:
sIope.
Poor:
s1ope,
Iarge stortr
Severe:
Iarge stol(l
Poor:
seepage,
1 arge gtcf.t!
Fair:large sLonrr.
Fair:
s1ope,
Iarge slon!!.
Poor:
thin 1ayer,
sIope,
area reclatr
114
ISome Lerms Lhat describet'good,tt ,fair,rr and
TABLE 9.--CONSTRUCTION MATERIALS
resbrictive soll feaLures are defined in Lhe GIossary.rrpoor.tr Absence of an entry indicaLes LhaL Lhe soir was
Sff.3.fitrr
See LexL for rJej::i,:.rft 4not rated l
Soil name and
map symbol
RoadfilI
Poor:
excess
Poor:
excess
Sand
flnes.
fines.
Gravel
Unsuited:Lhin 1ayer.
UnsuiLed
Unsui led :
excess fines.
UnsuiLed---
AImy Variant
2r:
ArIe
Rock ouLcrop.
3, 4-------
Arvada
5----- -- ---
Ascalon
6----------
Ascalon
7*:Ascalon----
Pen a
8l:
ALencio----
AzeILine---
gr.
Badland
'I 0---------
Begay
11----_--__
Begay
12r:
Bucklon----
Poor:
slope,
Iow strength.
Poor:
slope,Lhin Iayer,area reclaim.
Poor:
slope,
thin 1ayer,area reclaim.
Poor:
shrink-swe11,
Iow sLrength.
Poor:
low sLrength.
Poor:
low strength.
Poor :low sLrengLh.
Poor:
large st,ones,
Good-------
Fair:Iarge stones.
Fair:large stones.
Falr:
Iarge stones.
Poor:
thln Iayer,slope, t
area reclalm.
Unsui Led---
UnsuiLed:thln layer.
Unsuited
Unsui ted :
excess fines.
slope.
Poor :
slope,large st:1?!-
Poor:
s).ope,
Iarge sto::rt.
area recLals.
Poor:
Loo clayey,
exceas sodlus.
Fair:
too clayry.
Fair:
s Iope ,too clayey,
Falr:
s1ope,
Loo clayey.
Poor:
sIope,
Iarge sLones.
Poor:
excess fines.
Unsuited---
Poor:
large stones.
Poor:large sLones.
Unsuited---
UnsuiLed---
Unsui ted---
Unsui Led---
Poor:
I arge stones .
Poor:.
Large sLones.
Unsuited---
UnsuiLed
Poor:
excess
I arge
Poor:
excess
fines,
sLones,
fines.
Fai r:
smal1 stones.
Poor:small sLones,
Good.
Fair:
sIope.
Unsui ted---Poor:
slope,
area reclaiDrthin 1ayer.
See footnote at end of table.
134
TABLE 1 3. --ENGINEERlNG
means more than. Absence
INDEX PROPERTIES
of an enlry indicaLes
SO|L SURVE
tha! dat.a were noL esLlnarr:'['[he syrnbol < means Iess Lhan; )
-
SoiI narne and
tnap symbol
tt
I Depth i USUA LexLure
I
I
Loam- -.---------- i CL-ML
CI ay Ibam------- ! CLFlaggy clay I CL).oam, f laggy i
sandy clay
1oam, fineJ.oam, Irne i CL,
sandy 1oam. I CL-CL- ML
I
I
F j.ne sandy Ioam iSMSandy clay Ioam I SC, CL
i_ LraSSlItcaLton iFrag- Ii i InrenLs i
ercenLage passingsieve number--
ll
9o- 1 0o i Bo-95 i50-75B5-100i75-95 i65-8575-9o i60-80 i50-70
I
lLiquirlI limit,
I
Pct
lt
TN
AASHTo i > 3 i----T--
Il-*----------------l
Almy VarianL
Ansari-----
Hock outcrop.
j, 4--------
Arvada
t, 6--------
Ascalon
,I.
Ascalon*---
rI.
Atencio----
Ioam -
Very sLony Ioam lSM, GM,i l4LVery stony loam, iGM, SMvery sLony isandy loam. IWeathered i ---bedrock.
Loam------------ i CL-ML,
i SM-ScLoam, stony loam I CL-ML,
i SM-SCUnweathered i ---bedrock. i
I
I
ILoam------------ i CL-MLClay, siILy ctay I CL , CHIoam. iCIay loam, siLLy I CL
i 25-35
I
I
I
I
I
I
I
IA-4 i25-40
IA-2, A-1130-60
0-B
B-3r1
3q-60
A-q
A-6
A-6
A-4
A-q
90- 1 00
B5- 100
7 5-90
60-85
rr0-70
't 0-20
30-q0
2o-30
0-'t 0
10- 18
1B
0- 10
1o-32
32
0-3
3- 17
17-60
I0-12i
12-60
55-80
q0-70
til
!tP
5-:
NP-5
10- 15
5-10
NP
lq5-70 i35-5't
lli35-55 i20-35
ll
| --- I ---
lt
ll
i 7o-Bo i4.E -65
It
i 70-Bo ! 45-65
ll
B5-95
70- 1 00
70- 100
60-75
65-95
55-80
20- 30
20-30
5- 15
r5-35
5 -20
35-7 5
7 5-90
7 5-90
75-100
75-100
90- 1 00
100
95
I
t I )-
I
t I )-
I| --
I
I
I
i
i 90-
i8o-
I
i 8o-
I
I
I
I
I
90-r001
i c1 ay loam. iit0-5 i Fine sandy loam0-5 i Fine sandy loam I SM
5-30 i,Sandy clay t oam ISCSC, CL
30-60 I Sandy Ioam,
A-q
A-7
H- I
A-2,
A-6
A-4 '
100 i
100 i
I
100 i
I
I
I
I
15-25q0-65
40-rr5
1 5-25
20-q0
20-40
2o-j-.
20-2::
t,rP-i
1 0-2;
5- i',
NP.i
1 0-2|)
5-ti
5-20
NP-5
A-4
A-6
A- I{
A-6
95- 1 00
0
0
0
0
0
0
0
0
0
95-100!
95-100t
0-5q-?n
30-60
95- 1 00
95- 1 00
95- 1 00
7 0-95
80- 1 00
7 5-95
7 o-95
80- 100
7 5-95
25-50
40-55
35-65
25 -50
40-55
35-65
r5-30
0- 10
15-25
20-q0
20-40
A-2,
A-6a-lr
A-1l
A-1,
A-2
A- ll
90- 1 00
90- 1 00
95- 1 00
7 5-85
35-',to
75- 1 00
5o-90
50-7 5
I SC,
i SM-SC,
90- 1 00
95- 1 00
Sandy 1oam,
sandy clay isc,i SM-SC,Ioam, linei loam, line i CL ,i sand y loam. I CL-CL-ML
ISLony loam------ i CL-MLVery sLony loam, iGMvery sLony isandy loam. i
I
I
7 5-90
40-75
75- 1 00
65-90
70-75
lu-65
50-65
35-b5
20-tl0
2o-30
1 5-20
20-30
0-1r
I I -23 SC
SM-SC
A-2
A-2 ,
Ii 0-5
A-6 i 0-5
5- 10
i 50-60
i 20-50
I
I
I
i 2o-30
i 25- u5
I
I
i 23-28
2B- 60
Sandy Ioam------
Gravel.Iy sandyclay 1oam,
sandy clay
loam.
GravelIy sandyclay 1oam,gravelly sandy
Ioam.
Sand, gravel,
and cobbl es .
50-80 q0-65
SP , GP,
sP-s1,1 ,
GP-GM
end of Lab,le.See fooLnoLe aL
30-60 40-60 35-55 lo-35
LE AREA, COLORADO
TABLE 1U.-.PHYSICAL AND CHEI,IICAL PROPERTIES OF SOILS
The symbol < means less Lhan; > means rnore t,han. Entries underrrErosion faccors--T'l
profile. Entries under "0rganic maLterrrapply only to the surface Iayer. Absence
Lhat daLa were no! avai.l.able or !,ere not esLimated l
SoiI name and
map symbol
Permeabi. IityI
i Deprh
I
I
rcLn
1----------------
Almy Variant
T.
Arle------*-----
Ansari----------
Rock ouLcrop.
3, q-------
Arvada
5, 6-------
Ascalon
7r:Ascalon---------
Pena------------
ALenc io
Azelt ine--------
gr,
Badland
10 , 1 1-----------
Bega y
12* 2Bucklon---------
Inchau----------
13, 1 4, 15-------
Chil!on
16---------------
C imar ron
0-8
B-34
34-60
0- 10
10-32
32
0- 10
10- 18
18
)i-)..
?n-?(
20-35
15-25
'?_1'
1 B-25
'!:30
0.6-2.0
o'2_1'o
0 .6-2.0
o'2_1'o
0 .6-2.0
0.06-0.2
0 .06-0 .2
0.6-6.0
0.6-2.0
0 .6-6 .0
0.6-2.0
0.2-0.6
0.6-2 .0
0.6-6.0
0 .6-2.0
0.6-6.0
0 .6-2 .0
0 .6-2 .0
2 .0-6.0
0 .6-2 .0
2.0-6 .0
6 .0-20
2.0-6.0
>6.0
16-0.19i7.q-7.8
1 8-0 .20 i ? . 'l-8 .4
13-0.15i7.9-8.4
0.07-0.09 !7.4-8. 't0.06-0.09i7.9-8.'.1
0.10-0.13i7.9-8.tl0.08-0.12i7.9-8.4
0.16-0.18i >7.9
0.07-0.09 i >B,q0.09-0.11i >7.8
0,11-0.16i6.6-7.8
0.13-0.15i6.6-7.80.11-0.15i7.9-8.4
i0.13-0.15i6.6-7.8
i0.1 1-0.15i7.9-B.q
0-3
3- 17
1 7-60
15-?1
35-45
2B-q0
1 0-20
20- 301r-25
10-20
2o- 30
15-25
1(-2q
15-25
1 0-20
20- 30
15-25
0-2
1 0-20
o-2
10- 18
10-20
10-1i
20-27
'2_1',
15-27
'?_1'
10-20
10- 1B
10-25
35-rr5
0-5
5-30
30-60
0-5
5-30
30- 60
o- 1?
12-60
0-1i
11-23
23-28
2B- 60
0- 18
r 8-60
0- 1q
1 4-24
24-60
0-5
5- 15
15
0-3
3- 36
36
n-1?
1 3-60
0- ll
q-60
2 .0-6 .0
2.0-6.02.0-6.0
0.06-0.2
0.06-0 .2
0.6-2 .0o'!_3'o
0.6-2.0
2.0-6.0
0.6-2.0
0.06-0.2
0.12-0.
0. 1 2-0.
0 .08-0 .
Ii0.12-0 .15i7 .4-7 .9
0.12-0.1'ri7.4-7.8
0.11-0.13i7.q-7.8
0.07-0.0917.9-8.4
o . o3-o .05 i 7 .9-8 .4
0.08-0.12i7.9-8.r1
0.03-0.0517.4-B.q
1q ! 6.6-8 .4
1517.4-8.4'r1i7.4-8.4
I
I0.17-0,20i6.1-7.30.16-0.18i6.1-7.3
I
I
I0.16-0.18i6.1-7.8
0.11-0.1516.1-7.8
I
I
I
I
0.12-0.1qi7
0 .07-0 .09 i 7
.9-8.4
.9-B . 4
0.
I
I16-0.18i6.6-7.8
14-0.16i6.6-7.8
I
See fooLnote aL end ol LabIe
141
apply to the enLire
of an enLry j.ndicaLes
,riErosloni
iAvailablel Soil isalinityl Shrink-swe1I I factors lOrganic
I waLer lreactionl i poLential i--f-l mal Ler
icapacily i 'i i- i K i T if-T"n,
rtll <2 lLow-----------i0.28i5 i 3-5<2 I Moderate------ I 0.32 I<2 | Low----------- I 0.32 i
tl
tl<2 iLow-----------10.10i<2 I Low----------- i 0.1 0 i
ttlll
lrlrl<2 lLow----------- i 0.15 I 2-4
<2 i Low----------- i 0.15 i
tttr | ---
ll
tl
<4 ! Low----------- i 0.32 0.5- r<4 iHigh----------10.32<8 iHigh----------10.32
<2 lLow-----------i0.17 1-3
<2 i Moderate------ i 0.24<2 lLow-----------iO.24
ttrrllli0.11-0.16i6.6-7.8 i <2 iLow-----------i0.17i 5 i 1-3
l^ r. ^ ..ta a . o t lrr^r--^!^ ln arl<2 ! l4oderate------ l0 .2/.1<2 I t.ow------ ----- i0.24
<2 iLow-----------i0.28 l-3lv. t--v. tJt I t--t.a I tLed-------- ---tv.4ui0.03-0.08i7.9-B.u ; 2-4 lLow-----------i0.2'l
<2 i Low----------- i 0.2tl 2-4
<2 il4oderaLe------10.17<2 | Low----------- i 0.1 0<2 iLow----------- i0.'l 0
<2 i Low-----------i 0.10 2-4<2 I Low----------- i 0.1 0
2-q
)-^
I5 i0.5-1a)
<2
<2
<2
<2
<2
<2
<2
<2
<2
Low-----------
Low-----------Low-----------
0 .2ll
o.3r:
0.32
o.32
o.37
ModeraLe----
Moderate---
Low-----------
Low-----------
0.32
0 .28
2-5
0 .5-2
2-4
Low----------Low----------
0 .28
0.15
0 .37
o .32
Low-----------
High----------
CxH I'D)
PROPERTY OWNERS OF RECORD WTTHIN 2OO FEET OF JOHN M. REED
PROPERTY AT AIRPORT, 5/29/87:
EDWARD L. & ARDTTH M. DUPLICE,1218 Road 116, Glenwood sprj_ngs, co 91601
WHITE RIVER NATIONAL FOREST, Box 948, Glenwood Springs, CO 91601
JOHN REEVES, Box 2001, Glenwood Springs, CO 81601
crrY oF GLENwooD sPRrNGs, 806 cooper Avenue, Glenwood springs, co 91601
WAYNE RUDD, 16311 Hiway 82, Carbondale, CO 81623
GLENWOOD LTD, Attn. Dr. Eugene Latti
14562 Benten St.
Broomfieldr,Co 80020
Present tenants on the ,Iand:
Permanent Builders, rnc., 1190 Airport center, Glenwood spgs.,Co. 8i601
Meyer,Boil-er co., 1186 Ai-rport center, Grenwood springs, c0
B 1601
Rocky Mountaln Natural G?", Div. K-N Energy, p.O. Box 700,Glenwood Springs, CO 81602
Buddy Hendricks, 1184 Airport center, Glenwood springs, co 81601
J-D. Reed, 1162 Airport center, Grenwood springs, co 81601
Robert Abbott, 1164 Airport center, Glenwood springs, co 81601
Mr- & Mrs. Howard-sanders, 1172 Airport center, GlenwoodSprings, C0 81601
Mr. & Mrs. steve Petrie, 1164 Airport center, Glenwood springs,c0 81601
Gl-enwood springs. Ford, 2602 Gren Avenue, Grenwood springs, co 81601
Lu 4rarz 1-u7rc2 txQ
June 30, 1987
John M. Reed
i."i r"gineerlng Construction Company
1162 AlrPort Center
ci.ir."a'sPrlngs, CO 81601
Re: porabl_e water supply to Glenwood sprlngs Alrport ProPerty
Dear Mr. Reed'
In response to your, tnqu,ary-'^-this l-etter is to certlfy that the Clty of
Glenwood Springs, rhrough or.."t-i.i'i9-"*"ia ty itte Clty' provides the
alrporr propert; ti;;-tieated' pot'able water:-''1t""" be aware' however'
rhar ar rlmes "l ili;il affiil'.t.-"r" antl conditro,, or the water malns
supplyiug ttre aiea iay delrvtt i;";1han deslr"bl" "t"r Pressure and
volume.
Tfvouhaveanyquestlonsconcernlngthlsmatter,pleasedon'thesltatei. L"rr me at 945-2575'
'%w
/ xevtr, J./ xadlec
CitY Engineer
cc: Les1le Klusmlre
KJK/JMb
F*,u*ou^uuGLEN}\looDSPRlNGs,CoLoRADo8l60l3o3l945.2575
€ r< I /.u<-{ Le-f7A2 €r4 tD
AFF]DAV]T
T0: GARFIELD COUNTY COI'1I'i1SSI0I{ERS
Based on our record's, the property oy":l by John I'i' Reed' at the
Glenwood Springs Airport aescrit^ei'ir LZ-e-89, i'R in ,,* NE EXCEPT PTS
oF BLK I & z cerioJer'iG', gx d+oo pcoz2l composed of I'6+0 acres'r
existed as aescrlu"a rl"'"in on JanuarY l' 1'9n'
/^ eq
den CaII
Gerfleld CountY Assessor
J:ur;re 29,1987
Glenwood Springs Rural Fire Protection District
0090 Mel'ReY Road
Glenwood Springs, CO 81601
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JUN 2 2 1987
6ARI.IELD COUNTY
PROJECT 1163-87
REED: SUBDIVISION EXEMPTION
Clty Attorney
No corment.
Clty Manager
hle must look at the water
take place ln the alrport
Pollce Department
None.
Fire Department
sltuatlon before any further development
area.
can
Assistant Englneer
rt appears the series of deeds on this property is in error. The citygained lots 17 to 33, Block 1, and Lots 13 to 30, Block 2, in 1936. The
deeds from sumers to Radar Flylng servlce, then to Delaplane then to
Reed do not consider those lots and blocks. See taxing map.
Bullding Offlcial
City Electric
r see no real problem with hls request as long as it Is the exlstingdevelopment. Anything to the north of the exlsting developrnent, there
w111 be no c.o.rs untLl something or someone upgrades the powersltuation in that area.
Water/Wast,ewater
1. No Clty sewer currently exlsts in this area.2. The water situation ln thls vlcinlty ls less than ldeal. The Cityof Glenwood Springs should be contacted for thelr comments prior to anyplanned change of water use.
Utillties Dlrector
1. See Fire department cotrErents.2. unspecified development leaves adequacy of present water supply
undetermtned.
Reeo EncneERntc Gousrnucrlol{ Go.
r o a ^O-i'eplelnDe r' (), L>(.) |
The Board of County CorLmissioners
Clarfield County Courthouse
Glenwoocl Springs, Ct-rloraclo Bt5Ot
Attent.ion: I"ir. i'iark tsean, County Ilanner
Centl-emen:
supplementin5l my ]etter of jrLly t-wen-1.,y-fourLh with "petition for
Exemptioni'to subclivide a two acre tract adjacent to the (,Lenwood Splilgrs
Airport, I hereby wish to anend. the appiicatiorr to sltow that the existinS
par^ce1 will be "pr:-t into two parcels insteacl of four conrprised of Par-
cel A on the original'p1at and Parceis B, C, and D corrLbjned irrto one as
far as the exenption is concernecl.
This shoulcl meet with ai1 buii-cling, cocles a.ncl zonln6,::equirements so
f respectflully request approval of thj r; p1an.
Very tnrly youl's,
p*-4-<
iohn ],i. I?eed
sEP 11 tgez
1162 AIRpORT CENTER GteHwOOO SpntruCS COtOnnoO A1OOI (303) 945-9144
Reeo EncrreERNG GotsrnrrcTtot{ Go.
july 24,1987
The Board of County CommlssionersGarfield County Courthouse
Glenwood Springs, CO 81601
Gentlemen:
Attached prease find my application for 'rpetltion forExemptionrr to subdivide a 2.oo acre tracb of land ownedby me adjacent to the alrport in Glenwood Sprlngs.
fn accordance with your rrreview criteriarr attached arecopies of the following informat,ion:
a. a sketch map wifh a scale of 1'r=200' showlngthe legal descri_ption of the property, dlmensionsand area of all lots, access to ; puUiic rightof way and easements for utilities -
b. a vicinity map utilizing a USGS Cattte Creekquadrangle with a scare of 1'r=2000r showing thegeneral topography and geographic relatlon ofthe proposed exemptlon to ihe- surrounding area.
c. a copy of my Warranty Deed made on February 1 , 1969.
d. a list of names and addresses of owners of recordof land i-mmediately adjoining and wilhin ZOOIof the proposed exemption, mineral- owners andl-essees of minerar owners of record of the propertyto be exempted and tenants of the structurespresently on the land.
rnformation from the soir conservation serviceshowing the soil- types and their characteristics.
Domestic water is presently being served by fhecity of Glenwood Springs and even though littleadditional water 1s contemprated there 1s adequateexlsting supply and fuLure improvements planneO.
Existing sewage facilities are a common concrete
A
F
rr0z ArnpoRr Ceruren GleNwooo spnrruos coLonaoo er6or (303) 94s-91,r4
The Board of eounty Commissionersjuly 24, 1987
Page 2
h.
j.
o
septic tank and leachlng field serving a smallthree unit apartment/office and a small BOO sq. ft.house. The other existing building, a 5000 uq. ft.office/warehouse 1s served by its o"" concreteseptic tank and leachi.ng fie1d. Attached is aletter from the fire district describing thefire protection plan for the area
Attached 1s a letter from the city of GlenwoodSprings stating thelr contlnueO willingness toserve water on the premises.
The exemptlon is belng requested as it wlrr arrowa better use of the existing ground with definedboundaries - There is not a great deal of "generalcommerciartr zoned properLy in this area of theCounty so for future expansion within the County,it becomes advantageous to subdivide. Furthe"ro"e,because of the present economic eonditions in
lhu County, it is deslrable from my standpointto sell- off small-er portions of th; Iand andtry to maintaln viability. The rand and improvementsas they now exist are valued relatively highfor a single investor and a single tarle salewould probably preclude my bein[ abre Eo mai-ntainany property and stay in the area. If I canmaint,aln some ownership, I would have a betterchance of living and working here.
The parcel fhat is being subdivided exlsted asdescribed on January 1, 1gT3 as shown o" t,heattached affldavit from the assessor.
Attached is my application fee as required inthe amounL of $100.00.
rn addition to the above information required with theformal applicati-on followlng is further clarificationlndicatlng that the exemption wirr not impair or defeai!h".stated purpose of th; subdivision regurations norbe detrimental to the general public welfare:
a. no more than four 10ts are being created from anexistlng parcel which exlsteO on the records of!!: County Cterk and Reeorder's office on January 1 ,1973, and is not a part of a recorded subdivision.The parcel is not split by a public right of way
of the
along
are and
publ i c
The Board of County CommissionersJulv 24, 19BT
Page 3
b.
or natural feature preventing joint useproposed tracts and the dlvision occursthe public right of way.
All Garfield County zoning requirementswill continue to be met.
all l-ots created have legal access to aright of way.
c.
provisions have been made for adequate waterfrom the city of Grenwood springs and a suitabretype sewage dlsposal sysLem presently servesexisting improvements. Any future "er.ge disposalcan be accomodated by separate septic systems.
A11 state and locaI envi_ronmental heatth andsafety requirements have been met.
existing natural storm drainage exlsts and noadditions are necessary.
fire protection hasDistrict.been approved by the Fire
h- naturar drainage exists and utirity easementsare in pIace.
i- schoor- fees, taxes, and speciar assessments havebeen paid.
As provided in Senate Bill 35 and rel-ied upon by the voLersat that time, exemptions by the county commissioners areappropriate to help the rand owner save time, money, andhassre so r respectfurry request your consideration'ofthis exemption application. - shouid you have additional-questions, please r-et me know and advise when r can appearpersonally before the Board to further this applicat:_bn.
Very truly yours,
John M. Reed
d.
ob.
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s9"30'
ROAD CLASSIFICATION
Light.duty road, hard or
-a-94
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Gienyvooo'
Airport
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a,e?g
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(CATTLE CREEK)
4562 lV NE
SCALE 1:24OOO
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rmproved surface
CONTOUR INTERVAL 40 FEETDOTIED LINES REPRESI
ru a r, o N a i C E 6 d ;;, A'u".'Jr1.'ot
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IHIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDSF.R
'ALE
By r1 5. cEotg.grgrl-!unvEi, oe*iii,".o,onnoo eolisl6*-*rrro*, vrRGrNrA 220e2.^. FOLDER DESCRIEING TOPOCNEP;T,-Jr.,OT, O,O SYMBOTS IS EVAIiNALE ON REQUESI
COI CRAOC
Unimproved road
lnteistale Route U S. Route State Route
GLENWOOD SPRINGS, COLO
39107-83-TF-024
1961
, r^ 'x8r'ff t u.'-t".u?, l3tir -
QUADRANGLI LOL]AIIL]I;
Revisrons_showrr rn purple com.prled from aerral photographstaken 1979 and other source Oata. Thrs rnformatjon notfield checked. Map edited t9g2
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107'1'5
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