HomeMy WebLinkAbout1.0 ApplicationBEFORE THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO
PETITION FOR EXEMPTION
Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a)-(d) as
amended, the Subdivision Regulations of Garfield County, Colorado,
and Resolution No. 80-65 adopted by the Board of County Commissioners
of Garfield County, Colorado, on May 5, 1980, trn]i1liam Turnbu1l,
Thomas R. Turnbull and Rosamond Turnbu1l, hereby respectfully
petition the Board of County Commissioners of Garfield County,
Colorado, to exempt by resolution, the division of a parcel of
land containing L6.67 acres, more or less, from their respective
properties as described in deeds recorded as Reception No. 242382,
and 24L183 of the Garfield County Records (copies of which
deeds are attached hereto), from the definitions of "subdivision"
and "subdivision 1and" as the terms are used and defined. in C.R.S.
(1973) Section 30-28-101 (a) - (d) and the Garfield County Subdivision
Regulations, for the reasons stated below:
1. The petitioner, William Turnbull and his wife, Elizabeth
Turnbull, constructed a residence on that portion of the subject
parcel which is owned by petitioners Thomas R. Turnbull ancl
Rosamond Turnbull in L9 70
2. Said William Turnbull and Elizabeth Turnbull are the
natural parents of Thomas R. Turnbull.
3. This subdivision exemption is requested in connection
with the sale of approximately 580 acres of the adjoining property
owned by the petitioners.
4. The property being subdivided has been under the
Same ownership for more than five (5) years and the requested
division will create only one (1) new tract under 35 acres
in size and no earlier division of the subject property has
been obtained.
l-s
by
5. The residence located on the tract to be subdivided
currently served by an existing permitted domestic water well'
6. The sewage disposal needs of said residence is served
an individual sePtic sYstem.
7. No live stream crosses or joins the tract to be subdivided'
8. In support of this petition, the petitioners also submit
the following:
(a) Improvement survey map depicting tract to be subdivided
and legal descriPtion thereof.
(b) copies of deeds showing ownershj.p of the subject property
in the Petitioners.
(c) Vicinity map showing the propertys location'
(d) SoiI conservation analysis of soil types on the property.
(e) A check in the sum of $67.00 in payment of the application
fee.
h
Submitted at Glenwood Springs, Colorado, this "()" day of
May, 1980.
SCHENK
P.O. Box 1040
Carbondale, CO 8L623
Telephone: 963-3796
ttorneYs for PetitLoners
EXEMPTION:
EXEMPTION
NAME: /"ll/^".
PURPOSE OF
&-- ll t" R sgv
zo*tNct A tn 'pc)
QUALIFICATIoN FoR S.B. 35
LOCATION OF .S ---1" .&,dA,&
s3hnCoRdl//
l,lATER:
DIV. OF WATER RESOURCES RESPONSE:
CHECK LIST:
X-tEE PAID ($so +t.o0/acre for each parcel
X l4AP showing proposed lots and access
X DEED
X VICINITY MAP
created under 35 acres)
N, o )00 yr floodp'lain info.
X soIL MAP---
G0MMENTS: VW a ^gir "r"-? /\rat/rrh/ -,.&" * /* P""*^
_.'- -..}.
Itt/A IF community water, letter of approval from governing body
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SITE: J2
l,lollN.n 1PRIS
SI AI E OF COLORADO
L]IPARTMENT OF' NAI-URAL RESOURCES
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I.,J
Book ,95
Page Lrz
Record.ed. at 9zVZ A.1,1.
Reception No. DEED
June 25, 1968
Chas.S.Keegan,
Record.er.
THIS DEED executed this Eenth day of June, 1968, by
BIG FOIIR Iu\NCH, INC., a Col.orado corporation with an address at
Carbondale, Colorado (herein called the trCompanytt), in favor of
WILLIAM TLiRMULL wirh an addrees at Far Hilts, New Jersey (herein
called itTurnbull");
IN CONSIDERATION of Ten Dollars and oEher good and
valuable consideracion paid by Turnbull to the Company, the receipt
whereof is hereby acknowledged, the Company does hereby granE, bar-
gain, seII, assign and convey to Turnbull the following described
real property situated in Ehe Counties of Garfield and Pitkln and
State of Colorado:
24Lt8V
L. 8 S.. R. 88 W.. 6th P.M.
Section 2z SEZSEZ
Section lI: Lods 4, 5, I0, ll and L2,
NLSEZ,-SLNEZ, NELNEL
SecEions 2-- tna 1l: AII that part of Lots LZ and 20
SccEion 2. and Lots I and 3, and
the NElNult and NI,lkNEt of Section ll,
more particularLy described as follows:
Beginiring at- a p6int on the souEh line
of"said Iot 3 whence the souEheast corner
of said l-ot 3 bears easE 17.0 fee-t;ihun"" north L4"O2r west 2L5.L3 feet;
ihun"" north 9"27 t west 602.O feet;
ih.n.u north 33"29t wesE 29L.9 {eec;
thence north BL'43t east 479.8 feet;
it"n.. north BB'4Ot easE 342.7 feet;
if,u."" south 7 .0 feeE; thence south
B7;i4i .itt 1134.8 fe6u; thence north
O6Zgi east 52O.9 feet; thence north
gS;5Sr east 473.9 feei; thence north
O6fOi east L3L.2 feet; thence norrh
5a;o:' wesE I50.6 feet; thence north
fg'i2t easE 22L.7 feet; thence north
58'agI east1f6.8 feet; Ehence north
fA"Ogr east 323.8 feei; thence north
OdSgt easE 593.8 feet: tshence norEh
: i+;54' -tIJJr' 22L.0 . feet; thence Nqrlkt 13" 2r
ur"l- $4-.5- f;;;i- tr,un"6 north 27-" 471
;;;a 178.3 feeti th.ttc. north 7"021
".ii 2g3.L i..ti thence north Bq"lqt
;;;i z+a.o i;;ii thence south 3"14'
;;;a 683.7 feeti thence north 46"241
;;;i z1.g feet; Ehence souEh arong tlu
east line of said Lot 20 of Section ?
,na mV2NEf of Section tI to Ehe southeast
. "oin"i"of-said IMT}{EZ; tshence west along-
ifre- south line of -sai6 Nt^JkNEt and- of .saidNi-tlwt-a; the northeast corner of said
il; j] of Sectio-n rli thence souEh along
;[; Litt line of sai6 Lot 3 to the south-
east corner of said Lot 3; qnd !h"3"9,ust along the south line-of said Lot 3
to the Point of beglnnlng.
sltil 00ctllttilTAlY ttt
JUN 25 i96B
1.
G
Book 795 Page L5,
SeeEion LZz LoEs 2, 3, 4 and 5, I^IUMZ, M{t,
NlrSWt ar.d NI^IISE|
Section 13: Lots -1, 2, 3 , 4, 5, 6 and 7
and ENMI
Section 14: Lots I and 10 and that parE of Loc L7lying north of the center line of Ehe
county road (also called the Prince
Creek Road)
Toggther with all water rights, ditch rights, storage rights
and shares in ditch, waEer or reservoir companies which may be
appurtenant Eo said lands, including, but not limited to, all
interesE in Ehe Prince Creek Ditch and the 2.6 cubic feet of
waEer per second of Eime allowed to flow therein under PriorityNo. 5; all interest in the Bennett DiEch and Ehe 2.2 cubic feetof waEer per second of time allovred to flow therein under Priority
No. 63; an undivided L5/2L interest inthe Mt. Sopris Ditch and
an undivided L5l2l interest in the 6.5 cubic- feet of water per
second of time allowed to flow therein under Priorities Nos. I30
and IB3; an undivided L5121 interest in Ehe Lake Ann Reservoir
and an undivided L5/7I interest in the 9,234,720 cubic feeE of
water adjudicated rh'ereto under PriorityNo. 13; and 64 shares
.., of stock of the East Mesa Water Company;
Together with all livestock grazing privileges and preferences- on National Forest lands and on the public domain which are held' or exercised in connection with the above propertsy or for which' the above described property is the base propercy.
TO HAVE AND TO HOLD unto Turnbull and his heirs and
assigns forever.
This deed
of title express or
gation of Turnbull
heretofore given or
any part thereof.
IN WITNESS I,II{EREOF this deed is execuEed as of the day
and year first above written.
BIG FOUR RANCH, INC.
The foregoing instrument was acknowledged before me thisf June- 1968 bv STEPIIEN B. SIRANG. JR. as presldent and:lO.Bh,,qp.y of June, i968
'TImtrI1S;R,. TURNBIILL ASas secretary of BIG FOUR'RANCH, INC.
y STEPIIEN B. SIRANG, JR. as presldent and
is execuEed and delivered without warranties
implied buc with full substitution and subro-
in and to all covenants and warranties by oEhers
made in respecE to the above described prop'erty or
my hand and official seal
o
--.:.- 'LpLh,,Ge.y of June,
' i.. :f, l0rAsr,; (s. r TIRNBIILL
.]y::f?*."::-;' ;;f(fu,ness;iii.Y.:Yr.:..5&
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:7.\$!3 _:
"'.i:j;:;;.ri{1,1'. o, o*tr'.ij
'i ii ; ;. .. -. i' i'if ....$,,I'i';;'st:;...\,v cosrml.ssLon exPLres:,,;,::
:"; G,::My Commiss s July 25, 1970
fffiorus-sFrLE coDE coNs_,4_s
o' L A iilLTT3,li f .Tfr,HSil, * ",,
^ffi'rr LocArroN
:
* @ tNDrvrDuAL
_ EeRoup
SITUATIoN.I*- E UruIT OF GOVERNMENT
suGG EsTED so.LU Tt oN(s)
t"r^ A* sr*2, ,s
oPpropriote cotegoty
fl'"r 7OC llnna.rnert silt 1oam, I to 6 porcorrt slooos
This is a dedp, woll drained soil on upland hil1s, vnlleyc, and bor-ir:hes
at olovations of 5O0O to 7@O feet. It formod in loeiss-infl uenc';ci
Redbod parent matorials and a1luvium. The av,,:rago annual precipitrrtion
is about 16 inches, mean annual air ternporaturo is about 46 degrer:s F.,
and the averago frost-free poriod is about 110 days.
Inclrrded in this unlt ls about 5 porcont Allessio soily', havinB slopos
oflto6percont.
Typically tho surfaco layer 1s dark browtr silt loam nborrL 14 irrcltus
thick, Tho subsoi I lo brovrn clay loarn or silt.v clrry loam about 2ti inchoo
,.r"T.. thick. The substratum ls clay loam, s1lty clay loam, or eilt loam that
extonds bolow 6O lnohes.
Pornoabllity ls modorate. Effoctivo rooting dopth is 3O to 40 inches.
Availablo watar capacity is 0.16 to 0.21 tn./in. Surface runoff is slow
and eroslon hazard is slight.
This sol1 ls usod for cropland antl hayland.
Land Capabtltty Unit: 4E Irrigated
5C Nonlrrigated
Range Site: Doop Loam
'i ,l
l{ai' t"',tt No. '/t'C
SO'!'I (:IIARACTERISTICS
lcrrh to Bedrtck
Texture
Surface
3 deeP
! silt loam
.,1
lfa,+q#q r
Srrhsoll : si'ltv clav loam, clay loam
Substratun : clay loam, silt loam, sllty clay loam
ttnlfted/MSIIO Classlflcatlon: Ivll,, CL; A-4, A-6
Permcablllty (below 2 feet) : mode rate
Percent Coarse Fragments
(gravcl, cobble, atonp) : o to 10 porcont
Soll Reactlon (pll) : 7.4 - 8.4
Shrlnk-Surell Potentlal ! moderats
Potentlal Frost Action'
.f.."r "
(surface)
Flood llazard
Hydrologlc Group
Topeoll
Sand
Gravel
Roadflll
OT'HER SOIL FBATURES
corroslvlt'-tiiil".. ; l*'
DTGREE & KIND OT LIHITATIONS(0 le Sl"lght, H le Hoderate,
S ls Severe)
Septlc Tank Absorptlon
Flelda
Sewage Lagoona
! moderate
: none:B
3 il{ - permeabllitY rate
: It{ - seopage
! Good
t llnsuited
: Unsultod
! Poor - low stren6th, ehrlnk-swellr frost action
Sanltary LandftlL - Treneh : l'\ - s€)ep&ge
- Area : Iil - soop&Bo
Shallor Excavatl.ona : 0
Dwelllnge w/basements : O
w/o baseuente I M - shrink-swe1l, Iow strength, frost action
Local Roada and Streetg : M - shrj.nk-sweJ.1, Iow strength, l'rost action
SUITABILITT AS A SOURCE OF... "
Datly Cover for Landftll : Fair - seopago
,'ADVAIICE COPT SUNJECT Tt, CHATGEII NOT TO BE USED IN PINCE OF ON-SITE INVI|STICATION.
S?D-Dahlquist-Grobutte comPlex
Slope,stone,andseepageseverlylimitsuitabilityofbothofthese
soilsforengineeringusesincludingsanitaryfacilitiesandforuse
as noadfill. They ane poon sources of eithen topsoil or gnavql and are
unsuitedaSsources,ofsand.DeeptrenchesonthesesoilsareaPtto
cave in unless the bank is stabilized in some manner, such as by being
spnayed with some sort of cementing compound'
CapabilitY Subctass VIe
Range Site - Dahlquist-Loamy Slopes
Grobutte-StonY Foothills
5?D-Dahlcluist -Grobut te complex
fr"om I to 20 inches. It contains 10 to 25 pencent gnavel, and 10
to 35 percent cobble
Perlneability of the Dahlquist soil is modenately napid. Effective
r,'ooting depth is 40 iirches or more. Available waten capacity is low.
Surfaee runoff le slow and eroslon haaav'd is slight.
Thc'Grobutte soiL is deep and well dnained. TypicaJ-Iy the sunface
Iaycn is a bnown stony sandy l-oam about 3 inches thick in the upPer
part, and a light bnown Btony sandy loam about 7 inches thick in the
Lowen part. The undenlying mateniaL is a pink ve:r'y stony sandy loam
that extends to a depth of 60 inches or more.
Thiekness of the sunface layer ranges fnom 5 to l-2 inches' It con-
tains from 20 to 40 percent stone, cobble and gravel. The undenJ.ying
materlaLs contaln fr"om 35 to B0 pe::cent gravel, cobble, and stone.
lhe texture ranges fnom Loam to sandy loam. I
Perrneability of the Gr.obutte soil is rapid. Efective nooting depth
is 60 inches. Avail-able water capacity is fow. Surface runoff is
slow and the erosion hazand is slight.
These solls are used mainly fon ll.vestock gnazing.
l',,1 '
t.,'.
{'tsi
::i ,
!: ::t.*'. .
!;:
i.d. I
:'tr1
I'c --"--ifl '.
!,'l.,ri-i.
ldrT
i: "1
i,i:1::t:
, ",i:,
5?D-Dahlquist-Grobutte complex
The potential native vegetation on the Dahlquist soiL is bLuebunch
wheatgnass, westenn lrheatgrass, needleandthread, squirneltail,
Junegrase, senvicebenry, 1ow nabbitbrushrancl big sagebrrush.
The potential native vegetation on the Gnobtrtte soil is hfuehunch
wheatgnass, western wheatgnass, fndian ricegrass, bitterbnush, black
and big sagebr"usir.
Idhen the range condition detenionates on these soils, forbs and woody
shnubs incnease. fn poor condition, undesinable weeds and annual
plants ane abundant.
Gnazing management will maintain and impnove nange conditions. Seeding
is advisable if the range is in poor. condition. Suitable for seeding
ane pubescent wheatgrass and crested wheatgrass. Fon successfuL
seedings, prepare a seedbed and driLl the seed. Stones and slopes
may restriet seedbed pnepanation. The gr:asscls selected should meet
the seasonal r.equinements of livestock. Br uslr rnanagement may be
requined to impnove deteriorated sites that a:re pnoducing more woody
shru.bs tlrao normally found in the potential plant community. Care
should be taken not to dest::oy wiLdlife habitat.
Hil-dlife using these soils lnclude mule deer, cottontail rabbit, grey
squirreL, coyote, and songbirds.
' ."fll";'
k"^-,- ,' l
,) 'i'
ill
s?c- e-n"/.tz zi
57D-Dahlquist-Grobutte comPf e
- E!SlE 'zS -65-lo
ifr.=u a*p' r"it drained, moderately sloping to rolling soils are on
alluvial fans, terraces and tennace edges. The soils ane formed in
alLuvium weathened flom mj.xed materials. Elevation nanges from 6'000
to?,000feet.Theaverageannualprecipitationisabout}4inehes,
the average annual air tempel:ature is about 4t| degrees F., and the
f:,ost-fnee period is about g0 to 105 days. The Dahrquist soil makes
up about 50 percent of the unit and occurs in slightly concave parts
,of the complex, The Grobutte soil makes up about 40 Percent of the
unitandoccu]Ssinslightlyconvexpartsandonterracebreaks.
IncLuded with these soils ln mapping are small- aneas of spang solls
which are mostlY on alluvial fans'
In the Dahlquist soil, typically the surface layer is a bnown Loam
about 6 inches thick. The uPPerr part of the dubsoil is a light bnown
eobblysandyclayloamaboutTinchesthick,andthelower:partis
a plnk very cobbly sandy loam about 10 inches thick. The "aeorying
naterialisavenypalebrownorpinkver.ycobblysandyloamthat
grades into veny eobbl-y loamy sand'
Thickness of the surface laYer
to 6 inches' Amount of g::avel
of cobble rang,es from 10 to 25
of the Dahlqui.st soil ranges fnom 3
ranges from l-0 to 20 pencent and amount
percent. The subsoil nanges in thickness
l-lm Uil13 llo.--il3.*il-
sol[ c[AaAcrERrslrcs
' DGpfit to Bedrock
tenture
$urface, Subsoll
Srrbatratun
Untf ted/AASBo Claea lf lcatl'on :
PatmabllttY (bsldl 2 faot) 3
Porcont Coarle Frlgnentr
(Eravel, cobbl"a, atono) t
Soll trsactton (pll) :
Shrlnk-Swell Potentlal 3
Potcntlal Frost Actton(rurface) 3' Elood llazerd :
, firdrologlc GrouP !
'' , CoroclvltY - Steel :
Concrctc i
'runnrr & rIilD or L${rrATlotls
(O 1r Sllght, l{ te hderatc'
, $ 1r Savere)
tXoptlc Tank AbeorPtlon
Flclda
Srrlgc Lagooru
.t
:'' SatrterY Lsrdflll - Trench'1, . - Aree
$hatrlcl Excavationg
Itrclllnga w/baeementc
!r/o baeenente
Lcrt Roads and Strectc
SUIIISILITY AS A EOURCE OF....
'DetlY Covcr for Landflll
Topeotl
8md
Graval
Rodf 111
OMER gOIt TEATURTS
: moderately deep ovor sand' grevol' stonc
o
a
randy loann, stonY sandY }oam
e;"hiy sandy ciay loan,.t*1,,1*i} gravel
3i""y sanay }tarn, slnd and g'ravel'
sL, bM, ${; A-4, A-a, A-l
rapld
ti to l0li{ i rt uurf eo; ?0 t'a 7Ai4 bolorr
?.9 - 8.4
1ow
low
nons
B
modertto
lov
lS-
:S-
Iarge stones **r steoP oloPes
etoep olopos ' 86spe6,o, large atonos
seepago, Iarge stonos, otoeP alopta
soopsBe, steoP sloPes
:S-Iarqestonesrcutbanksiave'stoepslopes
larre storres, steoP oloPos
lar[e stonas, steeP sloPos
1ar6e stones, steeP rloPes
s Poor - so$paEo, lnrg,o stonra' sttop olopcs
stonos, thirr laYor, oteoP s1cPos
stonoe, staaP oloPoe
stonos, stooP sloPeo
stonon, steeP sloPes
3$-
:$-
.a-
Poor - large
Fair - larg,e
Fair - 1ar6e
Poor - large
''::'i ,.,
. '',,'. I
,!.,. .' ' d',
t.,';;;; "'".
::i.:ljjir I i r* Rapid perrnoabilitv may causo a Pollution hazard'
,rADl,ANeE corry SUBJECT To CHANGE,' Nor m BE LIsliD IN pli(:r ol' ol'l-st'l'r, iNv}l:;f itlA'i'Itt't
1.,:.,,:,"',,r',rtf .i
I
.]orloro lgrlrr,I t,rl l2 ;l,rv'e,)rlt, sIq)l)(.rri
Trrrs is a (lqef), well drainod soil on the conca,e r)oftions of l"rlns and
sld.es;lr)l)es {rt elevations of SOOO t,o 75OO foot. It forrnod in a1lu'rirrn from
mJxorl 11|rr111.rr lr.rgy lluronl, n.nl,orl.rrLg. 'l'lro tlvtrrt['.t nllrlllfll Irrlolllttrlt,i 'rr ir;
about; 16 inehos, mo&1 &nnual alr tomperaiuro Is ahout 44oF., arlrl tho avora6o
f rnsl;-{'ree perr'1o,i is about lOO ,luys.
Ty'iealIy the surllace layor ls very dark grayish-brown loam ahout B
1y1ghr)s thick. Tha subsurfaco ls vorv rlark gra;rish-brourl loam about 5O
lnches thick. Thr: sulrstratum ls finn srrnrly loam or loam that extonds
below 5O inehes.
Permsabillty ls moderato. 0ffectivo rooting depth is 5O to 4O inches.
Availabls uator capacity is 0.13 to 0.I5 Ln,/ln. Jrganlc rntter colrtent
in tho surfacer layer ls hlgh. Surf'aco rrrn<;ff i.s sliqht and orosion hazard
is low.
Tlri.s soi l 1s usod for rangolan,l anrl so'ire hayland. It collr;ct:s somttwhat
mort, rltnoff than the surrounding soiIs. llrban .tovoloytntent woulrl bost tre
avoidad on thls sot 1..
Ian,l Capabllity Unltr 3n (irrigated)
4C (non-irr1(ated)
Rango Sltel Mountain Swalo
f i":
Hnlr Unlt No._;u'; _ '' -i i '
SOIL CIIARACIERISTTCS
Depth to Bedrock
Texrure ,
Surface
Subsoll
Subst,ratum
Topsoll
Sand
Cravel
Road f tl1
,." j"
t <loop
I loam, fino :;andv loam
t lonm, fino sandy loam
: stratil'jed line sandY loam
! moderate
: nons (may collect runoff):ts
:o
: S-seopagorsloPe
: Good
! Ilnsuitod
: llnsuited
: Fair - low strength
Unlf ted/MSIIO Classlflcatlon: 1,1L, Slvl; A-4
Permeablllty (below 2 feet) ! modorate to moderately rapld
Percent Coarse Fragmente
(Bravel, cobble, Btone) : o to 5 percont
So11 Reactlon (plt) : 6.l - 7,3
Shrtnk-SwelL PotentLal : 1ow
PotentiaL Frost Actlon
(eurface)
Flood Hazard
Hydrologlc Groupcorrosrvlt':3liil.." ;l*'
DEGREE & KIND OF LIMITATIONS
(o ts Sllght, M le Moderate,
S le Severe)
Septlc Tank Absorptlon
Flelds
. i "{- "",'
" i."t Sewage Lagoona
{": l,''
SanLtary Landflll - Trench 3 M - seopago
-'Area : M - soepa6o
Shaller Bxcavatlons : O
Ihrelllnga w/baeenente : M-lowstrength
w/o basenente ! M - low streng,th
Local Roads and Streets : M - 1ow stren5,th
SUITABILITY AS A SOURCB OF....
Dally Cover for Landflll : Good
OTIIER SOIL FEATURES
Perneabillty rater mny cuuso a pollution haznrd'
,'ADVAT{CE COPY SUBJECT TO CIIANGBII NOT Tt) BE USED IN PIACE OF ON-SITI| 1NVI|STICATII)N.
'1 ' .-L .A' ,' ' i 'll*: t t't ! L)d' r"'t { *}- | I
df|1*,.Il1l
. ,.!i'"$!' I
-l ,:r'r:', 'ii i -; i"s a r1:o11, wr-'I1 clrainc'l soi I on aJ Luvial fans' trencheS' to"r'aoes and
;'::'r t ^r^---.!;^h- nr 66orl f.o zooo feot. It fonnod in srrnrlstono
'in' vn) 1ey .rrlqr:;lopo" "t elcvations of 55Oo to TOOO foot
i:l an,i slrale alruvium. i['he ave.,'are annuaJ procipit,al,ion Is alrout 16 inchos' man
'iil'' , ,^on ^--r +r,a arrarooa f'r.st-frge poriod ist,* annrlal *ir tcrnperat'ro ls al:out'46oF., anrl tlre avorag,o I'rost-free po
. &i,out ll0 ,lays.
'6l
:,".
;,:, Irrclrldod in thls unit aro small ureas of cahono solls' all havinq slopes
1il,'.,. of I to'f, percent.
.it, Ty'1oa11y tho surface layar is lar:k hrown loam aborlt 4 inohes thlck' T[o
,,i:,,{.,,
"u,t; subsol 1 ls *nrk l.rown clay loarn about 26 lnches thick' The substratum iS stOny
'ri, loam or sand'r loam t'hat extsnr:ls bslorry 60 inohrls'
i :t ,i:
i.i.a:!..:
'::1 : Pr,'rmeabillt:r is morlerrrtc. Flffectirro rooting dopth 1s 20 to 5O inchos'
1in. ri'r-Jllcttt'r lru"/ rs trr"'
*''": ,^ . !!,- :- n 1rr *zr n-lR t r.-/in Surfaco runoff le slow andI I l6pii':'X|
;; _ffi Avaitablo ,,,ator capacit;,, is 0.14 to 0.18 ,.r',/in. Sr
-1
|
:)r,toii, 'i , oroslon haza'd 1s s ll ght ';'.:lt.-: I
'liii
rr
This soil is userl l"or oroplanrl anl hayland' Irrif:atlon ie usually
'it''i''i
-^!^a T+ ha< nd'ln*nt'e timitatlons for urban clevelopment.t-j,. apprlod throunh corrugatos' It has morl<;rate limita'
'.-t,r
'i.,, firo to shrink-grroll potontial and low st'rength'
Iand C.,pabitlty Unitr 3E lrrlq'ated
4E non-irrlgattrd
Range Sitol DeeP Xoam
r','?-' -
'llrtp tlrrl i: Ho. ,l]-'j
SOIL CITARACTERISITCS
,cr**'" t'1 Depth to Bedrock 3 rloop
. t.: r fextufe I
Surface 3loart, firro sandY loam
Subsoll : loam, sandll clay loam' clay loam
,: '1it; , Subatratun : stony loalllr loalllr gravelly sandy loam
.,, , Unlfted/MStlo Claeslflcatlon: l{L, SC, CL, Sl{; A-4, A-6, l''2
Permeabtllty (bel.ou 2 feet) : modorate to moderatoly rapid
'li,.,
,.,,,',.:;. Percent Coarse Fragmente- (graveL, cobbler stone) : 5 to 30 porcont
', So11 Reactlon (PIt) : 6.6 - 7.8
,': t Shrlnk-Swell Potentlal i modorate':' Potentlal Frost Actton'F: rr.::";3fi] ;H'
Hydrologlc GrouP ! B
.:.Corrosivlty-Steel :high
l'r],
,::'.'
,.,:,i: DEGREE e KIND Of LII{IIATIONS,::,1" (O la Sllght, M 1r Hoderate,
L. :. s le sevfrej
1 'r '' Septlc Tank Abaorptlon
' l''.,' ' n-e{A:,
1,'r:i ' Sewage Lagoone : M - soopaBo
.
Sanltary Landfl1l - Trench : S - soopage'. -Area :O
Shallcr Excavattong : O
Drrelllnga n/basenenta : l,{ - low stren6th, shrink-swell
w/o baeenente ! M . low strongth, shrink-sweIl
,...
Local Roade and Streeta : M - low stren6th, shrink-sweIl
SUITABILITY AS A SOURCE OF....
Dally Cover for Landflll : Good
ToPaoll : Fair - thin la1rer
'' ,*o : llnsuited
Cravel : Ilnrruited
R6ndf ill : l'ul r - low rrtrrrrtl;t.lr, ulrrlnk-uwoll
OTHEIT SOIL TEAfi]RES
''l Prlrmoability rate may causo a oollution hazard
i'ADVANCII COpy SIfBJECT TO CilANCEI NOT TO RR llsnD TN I'I.A(:ll ol.'ON-SI'l'l', l],l\'li:;'l'l(lA'l'lrtf{'
?.ii*.
ilr'