HomeMy WebLinkAbout1.0 ApplicationRecorded at
Reception No IJ'lh
THIS DEED. Made this
bet were
Henry W. Rietz
Apr . 1
u. AP • ' 7 1 8 11040A F,2fi r',+i EWI
reorder.
1983
APR 27at 7 1983
tate Doc. FN
t lie
Count) of Boone and "a•• •,f ofthr first part. aril
Matthew 1.. VanHoose Ft 1'onn i r .I . l anlloose , as Joint Tenants as to an undivided '-
interest and Dennis .J. Brown ti Rebecca A. Brown, as Joint? Tenants as to an undivided
11 interest **
efthe - - - . • irtt Garfield
l'otorado, .1 t'.• .cion. pact
.u,t:1ate of
WITNESSETH. That the :and part y .tyle t,r.t oat t• f..r and in r•onsidertt loo „f
**Thirty Five Thousand and no/100**************+***************** I)()t.I.ARs
t.. the said part y of the first part in hand pa„t par: Ies „t the "cont part, the receipt whereof is
hereby cnn(eased and acknowledged, haS grantrn. !•;+rg;n ur,l, s•,1.1 :wJ • onvey ed. And h}' t hes.• presents does
grant. bargain. .ell, eonye) and .'., m. ut" t r.r .:u'l part ies„t r III. .. r..nd partthe1 Their% and agetgns fort
ever. all the1,ii,w'ingdescribed kit „r par,, •.t land .,tu:,•,,rt,nc.,n1 ,n.•,ntht•
Count nt Garfield and sate s to ,.l„ra,hh to w•:t•
SFE EXHIBIT "A” Attached hereto and forming
a part hereof.
**whose legal address is
P 0 Box 743
Silt, Colorado 81('32
also known a. street and rill inber Vacant land
TOGETHF.R with All and singular the heteditsrnent, and app-ir•or,:n,••• ,. to .g !t ,r n, verse apper
taintng. and the reversion and re%ersrona: remainder and rrrntu,,•:, ! 1,,.•t t, the, .•.,.. an.l ..II the
estate. right. title. Interest, .lawn an,i demand whatsoever... t .. . ' .• rsl part. ed n, r n ;kw or
equity. of, in and in the abr.ve bargainr.l prentisra• with 1heLer,•' ,.I..
TO HAVE %NI) TO 1401.1) the .ail premise•.. abe •.r ,:•,:• {I.u!• n .n, e..
hand part i es nt the serous purtthei r h,•ir. .•, .. y •:i •,. ,, : ,'t,
for him ',of hi sheirs. executor,. and .,din;•:I•Ir..;,rr,, .t:,
e5
with the .:nd part 1es "t the see„tud parttheir heirs And assign,. that at ' • : ,.
of these presents.he is w
w, II szrd o: th* prenw
ti�ea Ahn• ri
uve•. r -I. 0• ,r 4,.",r u.• h.,,:: .• .,, I
tndefeasi)ae estate of inherit atter • :,w. in fee .nn;,l.. nn.1 has. t:,, ,:{ •-,g�•'. rinl! {.,,... ..c•i ., ., ..:f a •.
to grant. barga,n..etl and ,•nosy .n.ne in manner and form a.• afer,•sald, ar,i t • , :ear
from all former and ether grants. halg:uns..air+, h!•n.. rev•;• :nsessntettand en, ,,::i •
nature.,.evrr. EXCEPT, taxes and assessments for the year 1983, resem 'nt s . ! i ghts of
Way, Restrictions and Reservation: of Record. GRANTOR hrrehy excepts and reserves
unto himself his heirs arid asslr,ns an undivided 's interest in all oil, gas and
other minerals lying in, on or under said lands.
a n d t ! , .I
their
there,' •I
1 k\ 1, Ah,
or. „
st.1tF It rfH
r..
:.e 83
\t.
ate,* .�
hg .n.t !tot 01 aa•,I• .n0))1idQ.d,t0e1."••
Hen r\ W. I'iet 3t+r.
1— /.q'1' ',t,,,
•
Nr
(_./
et/A• ete lL
/1'4 1, T3° /184)444� ft.
Add i eb,
EXHIBIT "A"
fh'% 91"
A parcel of land situated in the North One -Half of the Southeast
One -Quarter NLISE4) and Southeast One -Quarter of the Southeast
One -Quarter SE4SE4) of Section 13, Township 5 South, Range 91
West of the Sixth Principal Meridian and in Lots 3 and 4 of Section
18, Township 5 South, Range 90 West of the Sixth Principal Meridian,
all in the County of Garfield, State of Colorado, lying Easterly
of the Easte:-1y right-of-way line of County Road as constructed
and in place, and Westerly of the Easterly line of Lot 4 in said
Section 18, said parcel of land is described as follows:
Beginning at a point on the Easterly right-of-way line of said
road whence an iron post with a brass cap found in place and properly
marked for the East Quarter Corner of said Section 13 being the same
as the West Quarter Corner of said Section 18 bears: North 56°22'00"
East 1738.39 feet; thence along the Easterly right-of-way line of
said County Road, North 30°36'28" East 48.06 feet; thence North
35010'13" East 169.58 feet; thence 357.12 feet along the arc of
a curve to the left, having i radius of 1650.10 feet, the chord
of which bears: North 28°58'13" East 356.42 feet; thence 203.06
feet along the arc of a curve to the left, having a radius of
722.?? feet, the chord of which bears: North 15°16'49" East 202.48
feet; thence North 07°47'24" East 4.99 feet; thence leaving said
Courty Road South 83°45'41" East 314.22 feet along the centerline
of a 60 foot ...old -way; thence South 23°16'00" West 511.18 feet;
thence South 7J°31'39" East 271.26 feet; thence South 60°45'15"
East 186.00 feet; thence North 87°53'52' East 59.11 feet; thence
South 27°04'18" East 301.65 feet; thence North 67°12'00" East 374.00
feet; thence South 54°16'58" East 118.54 feet; thence South 10°01'09"
West 176.11 feet; thence North 81°52'08" East 149.70 feet; thence
South 80°30'17" East 196.08 feet; thence South 83°10'16" East 290.65
feet; thence North 75°56'09" East 189.05 feet? thence North 77009'29"
East 19.69 feet, more or less to a point on the Northerly line of
said Lot 4; thence South 89°52'31' East along the Northerly line of
said Lot 4, 446.58 feet, more or less to the Northeasterly Corner
of saidLot4 ;thence South 00°37'26" West 1252.55 feet alor.g the
Easterly line of said Lot 4; thence North 60°29'54" nest 1507.18
feet, more or less to a point on the Westerly line of said Lot 4,
being the same as the Section line between said Sections 13 and 18;
thence North 00°09'30" East 102.66 feet along the Westerly line
of said Lot 4; thence North 51°02'00" West 1169.66 feet, more or less,
thence North 88015'00" West 533.47 feet, more or less to the Point
of Beginning.
et) cc -cd
✓
6-6 E E41< cie i< beci
YUP.
//'n) AL:..
1 P,4,_j r�� w r K 4 t °.%
VU L
�i cke y ,
te)ox.
CC,s
6-0 (0 i-te,*/ ce-
O ww ovz .
11-110
JGif PALL i _ r
£ ELx cl4K "
JG
,
� Z
'J c�
lr
SOX 3ocp
w = u+cut(s 1,(AZ SLC l
15(c' V 1(. e2 ,i
e3 Dl So C6 ►2ct E K2
GARFIELD COUNTY
DEPARTMENT -OF DEVELOPMENT
PLANNING: 945-8212 / ENVIRONMENTAL HEALTH: 945-2339 / BUILDING 945-8241
June 1, 1983
Miss Cindy Houben
Garfield County Department of Development
2014 Blake Avenue
Glenwood Springs, CO 81601
RE: Letter of Feasibility for Sewage Disposal --Van Hoose Subdivision
Dear Cindy:
Based on the information received by this office and past experience
with sewage disposal facilities in the area of the proposed subdivision,
this office has determined and believes on-site sewage disposal facilities
to be both feasible and practical, commensurate with both County and State
regulations, provided proper permits are obtained prior to construction.
It should be further noted that, due to the known conditions, only the
following types of on-site sewage disposal systems would be acceptable,
provided unforseen problems are not encountered:
X Approved septic tank and subsurface absorption area
Approved septic tank and sealed dispersal system
Approved septic tank and unsealed dispersal system
System designed by a Colorado Registered Professional
Engineer
Other as specified:
If we can be of any further assistance, please feel free to contact this
office.
ELF/eh
2014 BLAKE AVENUE
Very trxl'y yours,
2
Edward L. Feld
Envinronmental Health Officer
GLENWOOD SPRINGS, COLORADO 81601
1 ( •
May 6,1983
�homrock 5urveying Services
P.O. Box 35 Tim Callahan
Silt, Colorado 81652 Telephone (303) 876-5693
County Commissioners
Garfield County, Colorado
Dear sirs,
I herewith submit all neccessary information for the Van Hoose Sub-
division sketch plan. It is my request to subdivide 39.32 acres into
two tracts of 19.6 acres each.
A copy of the existing well permit is enclosed. Upon approval of this
subdivision an additional permit will be applied for. This is consis-
tent with recent subdivisions which have created only one new lot.
Individual aeptir_syatgre proposed for each site. The estimated
amount of water and sewage per �iousehold is 350 gallons per day.
Significant features and topography of this property is shown on the
attached vicinity map.
There are no estimated construction costs. Access to Tract B would
There
from County Road No. 241. Access to Tract A would be from the
private road shown on the plat.
�I am also requesting, since this subdivision creates only one new
lot with no major subdivision problems, that ( upon sketch plan
approval) I be allowed approval by the exemption plat process.
Please inform my representative (Tim Callahan) if you require
further information or clarification of any information provided.
sincerely,
Matt Van Hoose
COLORADO
IATURAL RESOURCES
1281 9 91 W
r
7..
011
•
32'30 9.190 W.
4.
,------:-: r r------_-:--
ITE
(410 NEW CASTLE QUADRA
COLORADO-GARFIELD (
7.5 MINUTE SERIES (TOPOGI
283 1 430 000 FEET 1284
• ..
\I-I'fi---..-' —.- •'-'"\- ---eo6 ,I‘'.I c(>//
'I, "----7 ',,-.::-\--;_---_-_1----/../-\_77----, --------
--, --
...-7.- -
,....1:-„,,.. _______,/,---___y_„
285
7
r
-
) I
v
! 7',„. •
L.
.9\
t:t
-. •
57/6
579
2
•
i---.\
. . . ...., __
, ,
.....,
,\
\„,, \
6952 el ( '• A \ \._
PI
)...) ,,
,,.
1 ',1,1
----,1‘) V, I, le
c/(-7:1:k`.:i
,;, I /- , ,
,<\„,____o \
r ,
/..--,
_
•
7
--
4 00 '7
- ,
68
-2/
./,
) V\
r\` )
. _
>==
25 —
\:•
•.693
(11
• n .
://
-„
A
1) 30
7/1
)
T
04
(1.
5630
/1 7 •
/I
/5
• ( s
- '7 -.--Lit. \ t 1 ,_ \ ,,\ •.:.-,-`,-,..,--\ \„-_-'-'
\ 00
\
.J1 \ • g . 1 ' 1
t 6°°
r,,
,I '1 / d •. rtxgfid ' il ,-
,,,,...\\
'"----;) f#29
rn0 .
-
- '
/7
II.
5229
, •
\•g( :---•-•• New Castle,
• . .
/);
(--
I/
r—
• EXHIBIT "A"
A parcel of land situated in the North One -Half of the Southeast
One -Quarter (N'-2SE14) and Southeast One -Quarter of the Southeast
One -Quarter (SEQSE') of Section 13, Township 5 South, Range 91
West of the Sixth Principal Meridian and in Lots 3 and 4 of Section
18, Township 5 South, Range 90 West of the Sixth Principal Meridian,
all in the County of Garfield, State of Colorado, lying Easterly
of the Easterly right-of-way line of County Road as constructed
and in place, and Westerly of the Easterly line of Lot 4 in said
Section 18, said parcel of land is described as follows:
Beginning at a point on the Easterly right-of-way line of said
road whence an iron post with a brass cap found in place and properly
marked for the East Quarter Corner of said Section 13 being the same
as the West Quarter Corner of said Section 18 bears: North 56°22'00"
East 1738.39 feet; thence along the Easterly right-of-way line of
said County Road, North 30°36'28" East 48.06 feet; thence North
35°10'13" East 169.58 feet; thence 357.12 feet along the arc of
a curve to the left, having a radius of 1650.10 feet, the chord
of which bears: North 28°53'13" East 356.42 feet; thence 203.06
feet along the arc of a curve to the left, having a radius of
722.22 feet, the chord of which bears: North 15°16'49" East 202.48
feet; thence North 07°47'24" East 4.99 feet; thence leaving said
County Road South 83°45'41" East 314.22 feet along the centerline
of a 60 foot road -way; thence South 23°16'00" West 511.18 feet;
thence South 73°31'39" East 271.26 feet; thence South 60°45'15"
East 186.00 feet; thence North 87°53'52' East 59.11 feet; thence
South 27°04'18" East 301.65 feet; thence North 67°12'00" East 374.00
feet; thence South 54°16'58" East 118.54 feet; thence South 10°01'09"
West 176.11 feet; thence North 81°52'08" East 149.70 feet; thence
South 80°30'17" East 196.08 feet; thence South 83°10'16" East 290.65
feet; thence North 75°56'09" East 189.05 feet; thence North 77°09'29"
East 19.69 feet, more or less to a point on the Northerly line of
said Lot 4; thence South 89°52'31" East along the Northerly line of
said Lot 4, 446.58 feet, more or less to the Northeasterly Corner
of saidLot4 ;thence South 00°37'26" West 1252.55 feet along the
Easterly line of said Lot 4; thence North 60°29'54" West 1507.18
feet, more or less to a point on the Westerly line of said Lot 4,
being the same as the Section line between said Sections 13 and 18;
thence North 00°09'30" East 102.66 feet along the Westerly line
of said Lot 4; thence North 51°02'00" West 1169.66 feet, more or less,
thence North 88015'00" West 533.47 feet, more or less to the Point
of Beginning.
c1 Ur, must
, .- c'crmpiete where
,,hurtle. Type or
:rin; in BLACK
overstrikes
er;rsures unless
( • PERMIT APPLICATION FORM
( ) A PERMIT TO USE GROUND WATER
(pq A PERMIT TO CONSTRUCT A WELL
FOR: L,/J A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO
( ) OTHER
WATER COURT CASE NO
. E.:::
r ^'t
i j APPLICANT mailing address /
E !�r'l 'l' ` (L• j)/ Y l r, /
EPHONE NO
(Start)
! J1- 7
(Zip)
LOCATION OF PROPOSED WELL
_only
(rpf,)11,-(:Ic/
14 of the p� Section 13
I
Rng. ( 1 w)�[�L1 P.M.
(N.S1 (E.W1
) Vr'ATER USE AND WELL DATA
; oposcd maximum pumping rate (gpm)
.crape annual amount of ground water
tar appropriated (acre-feet):
(E)- c-61 r
urrrber of acres to be irrigated: — r )
uposed total depth (feet):
:uifer ground water is to be obtained from:
.vner's well designation t) L t ID /L/-,
;OUND WATER TO BE USED FOR:
.'r HOUSEHOLD USE ONLY - no irrigation (0)
DOMESTIC (1) ( ) INDUSTRIAL (5)
LIVESTOCK (2) ( ) IRRIGATION (6)
COMMERCIAL (4) ( ) MUNICIPAL (8)
OTHER (9)
DETAIL THE USE ON BACK IN (11)
DRILLER
. me 1 )p p c
:eel
ciGSD
(Brat c) (Zap)
Irphone No !i? � �'L-21 Lic. No
7/
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
Receipt No.
basin Dist.
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
APPROVED PURSUANT TO CRS 1973, 37-92-602
(3)(b)(II) AS T ONLY WELL ON A TRACT
OF 35 ACRES OR EOR; DESIGNATED AS 39, 3,.Z_
ACRES IB „,S<<, /3 4/ c
/tr, T. SS•l 9 «J
i
APPROVED FOR HOUSEHOLD USE ONLY, FOR ONE
(1) SINGLE FAM/LY DWELLING AND NOT TO BE
USED FOR IRRIGATION. THE RETURN FLOW FROM
THE USE OF THIS WELL MUST BE RETURNED TO
THE SAME STREAM SYSTEM IN WH)CH IHE WELLt
IS LOCATED.
O\NNER73 OPY
APPLICATION APPROVED
PERMIT NUMBER 126257
DATE ISSUED J U L 2 1982
EX TION DATE . UL 2. 19f34
AsS1
BY
I.D.
EER)
COUNTY
?3
CE 1:1 CR SLC1 j1 sc.,
- -
NORTH
—i—
I
T
'c•.) IUr the %\clr locr,t,on
I
i 1 MILE, 5280 FEET 1-
NORTH SECTION LINE
J
z
0
WEST SECT
1
3NI1 NO1103S iSY3
SOUTH SECTION LINE
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
ft. from
--- (Ill„tI, !,, 4U,)It1)
/C )( ft. from / '•
(enst Or well)
LOT BLOCK FILING st
SUBDIVISION
seclint
sec. Tint
(7) TRACT ON WHICH WELL WILL BE
LOCATED
Owner: t'/4,i1/ /L./ -1), .•-' �,
V
i
No. of acres ? C/' :2' . Will this be
•
the only well on this tract? y\S
(8) PROPOSED CASING PROGRAM
Plain Casing
1-(•e(-- 7 in. from ft. to
Cif C <in from i,9. ' ft. to
Perforated casing
L'
%( .in. from '•7 ft. to
in. from
ft to
T L,
C)
tt.
tL
ft
ft
WATER EOUIVALENTS T(aBLE (Rounded Figures)
An acre-foot covers 1 acre of land 1 toot deep
1 cubic loot per second (cfs) ... 449 gallons per minute (gpm)
A family of 5 will require approximately 1 acre-foot of water per year.
1 acre-foot ... 43.560 cubic feet ... 325,900 gallons.
1,000 gpm pumped continuously for one day produces 4.42 acre-feet.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
(10) LAND ON WHICH GROUND WATER WILL •E USED:
Owner(s): �'/,:• 7-' /V. D.,--- ` '_ / - !� ./--)41--//-
/ // I/
Lrcal description: f
(11) DETAILED DESCRIPTION of the use of ground water: Household use ann'___4:,/,domestic wells ust indicate typ of disposal
system to be used. 71.zise /1 C.r5, /( "„.,./,',moi- C�
r. (,,/ J"'
-767 -7 ')
No. of acres: ,-) ! 7
(12) OTHER WATER RIGHTS used on this Iand, including wells. Give Registration and Water Court Case Numbers.
Type or right Used for (purpose) Description of land on which used
(13) THE APP LICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
TRUE TO THE,43EST OF HIS KNOWLEDGE.
SIGNAT UR F APPL ICANT(S)
Use additional sheets of paper if more space is requited.
Nap Unit No. X29EF Part A
SOIL CHARACTERISTICS
Depth to bedrock
Texture
Surface
Subsoil
Substratum
Unified Classification
20-40 inches
: Stony sandy loam
: Very stony loam, very stony sandy loam
: Bedrock
SM, GM, ML
Permeability : Moderate to rapid
Percent coarse fragments : 10-65
(greater thaig 3 inches)
Salinity (ECx10 @ 25°C)
pH (surface) : 7.4-8.4
Shrink -swell Potential : Low
Potential frost -action (surface) : Low
Flood Hazard : None
Hydrologic Group : C
Corrosivity Steel (uncoated) : Moderate
Concrete : Low
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is Severe)
Septic Tank Absorption Fields S Slope, depth to rock
Sewage Lagoons : S Slope, seepage, small stones
Sanitary Landfill Trench : S Slope, depth to rock, seepage
Area : S Slope, seepage
Shallow Excavations
: S Slope
Dwellings w/basements : S Slope
w/0 basements : S Slope
Local Roads & Streets . S Slope
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill . Poor Slope, small stones
Roadfill : Poor Slope, stones
Sand : Poor Excess fines, thin layer
Gravel : Poor Excess fines, thin layer
Topsoil : Poor Slope, thin layer
K=45
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
dp Unit No. X2IF Part B
SOIL CHARACTERISTICS
Depth to bedrock : 10-20 inches
Texture
Surface : Loam
Subsoil : Loam, stony loam
Substratum : Bedrock
Unified Classification : CL -ML, SM -SC
Permeability : Moderate
Percent coarse fragments : 5-45
(greater thag 3 inches)
Salinity (ECx10 @ 25°C) •
pH (surface) : 7.9-8.4
Shrink -swell Potential : Low
Potential frost -action (surface) : Low
Flood Hazard : None
Hydrologic Group : D
Corrosivity Steel (uncoated) : High
Concrete : Low
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is Severe)
Septic Tank Absorption Fields ; S Slope, depth to rock
Sewage Lagoons ; S Slope, depth to rock
Sanitary Landfill Trench S Slope, depth to rock
Area S Slope
A
Shallow Excavations S Slope, depth to rock
Dwellings w/basements S Slope, depth to rock
w/0 basements S Slope, depth to rock
Local Roads & Streets -S Slope, depth to rock
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill : Poor Slope, thin layer
Roadfill : Poor Slope, thin layer, atones
Sand : Unsuited
Gravel Unsuited
.opsoil : Poor Slope, thin layer, stones
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
fi1u scoe,
X29EF-A mai-Rock outcrop complex, 12 to 65 percent slopes.
These strongly sloping to steep soils are on mountainsides and
sloping alluvial fans. They formed in redbed shales and sandstone alluvium.
Elevation ranges from 5,500 to 7,500 feet. The average annual precip-
itation is about 16 inches, the average annual air temperature is about
42 degrees F., and the average frost -free period is about 100 days.
The Arle soil makes up about 45 percent of the mapping unit, Ansari about
35 percent,. and Rock outcrop about 20 percent.
The Arle soil is moderately deep and well drained. Typically, the
surface layer of the Arle soil is reddish brown very stony loam about
10 inches thick. The underlying layers consist of reddish brown very
stony loam about 22 inches thick. Soft reddish brown sandstone and
shale are found at about 32 inches.
Permeability of the Arle soil is moderate. Effective rooting depth
is about 30 inches. Available water capacity is low. Surface runoff
is medium and the erosion hazard is high.
The Ansari soil is shallow and well drained. Typically, the surface
layer of the Ansari soil is reddish brown loam about 10 inches thick.
The substratum is reddish brown stony loam that rests on hard reddish
brown sandstone.
Peinieability of the Ansari soil is moderate. Effective rooting
depth is about 18 inches. Available water capacity is low. Surface
runoff is rapid and the erosion hazard is high.
•
- X112 1- 2
X29EF- -Rock outcrop
This complex is used mainly for livestock grazing and wildlife
habitat.
The native vegetation on the Arle soil is mainly western wheatgrass,
Indian ricegrass, mountainmahogany and scattered Gambel oak, Utah juniper,
and pinyon pine.
The native vegetation on the Ansari soil is mainly Indian ricegrass,
western wheatgrass, big sagebrush, and scattered pinyon pine and Utah
juniper.
When the range condition deteriorates, fortis and woody shrubs increase.
When the range is in poor condition, undesirable weeds and annual plants
are numerous. Proper grazing management maintains and improves range
condition. Seeding and brush removal are not a good practice because
of steep slopes, Rock outcrop, and depth to bedrock.
Wildlife using these soils for habitat include mule deer, rabbit,
and grouse.
Potential for community development or for use as source material
is limited mainly by depth to rock, steep slopes, thin layers of borrow
material, and low strength. Special design can overcome these limitations.
Drainage and snow melt runoff control structures will control erosion
around construction sites and roads. Capability subclass VIIe.
lap Unit No. 32D
SOIL CHARACTERISTICS
Depth to bedrock : More than 60 inches
Texture
Surface : Sandy loam '
Subsoil : Fine sandy loam to very fine sandy loam
Substratum : Stony sandy loam
Unified Classification : SM, ML
Permeability : Moderately rapid
Percent coarse fragments : 10-35
(greater tharj 3 inches)
Salinity (ECx10 @ 25°C)
pH (surface) : 6.6-7.8
Shrink -swell Potential : Low
Potential frost -action (surface) : Low
Flood Hazard : None
Hydrologic Group' B
Corrosivity Steel (uncoated) : High
Concrete : Moderate
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is Severe)
Septic Tank Absorption Fields : M Slope
Sewage Lagoons : S Seepage, slope
Sanil.ry Landfill Trench : S Seepage
Area : S Seepage
Shallow Excavations : M Slope
Dwellings w/basements : M Slope
w/0 basements : M Slope
Local Roads & Streets : M Slope
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill : Fair Slope, large stones
Roadfill : Good
Sand : Poor Excess fines
Gravel : Unsuited
Topsoil
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
Fair Small stones, steep slope
32D-Begay sandy loam
When the range condition deteriorates, forbs and woody shrubs increase.
When the,range is in poor condition, undesirable weeds and annual plants
are numerous. Proper grazing management maintains and improves range
condition. Brush reduction is required to improve deteriorated range
sites. Seeding is a good practice if the range is in poor condition.
Suitable plants for seeding are crested wheatgrass, western wheatgrass,
and Russian wildrye. For successful seedings, a good practice is to
prepare a seedbed and drill the seed.
Wildlife using the Begay soil for habitat include cottontail rabbit,
squirrel, mourning dove, chuker, and some mule deer.
This soil is limited for community development and for use as source
material by low strength, a high percentage of sand, and steepness of
slope. Capability subclass IVe.
2
�o//,A� /oA')
3p Unit No. X55E
SOIL CHARACTERISTICS
Depth to bedrock
Texture
Surface :Channery loam
Subsoil
Substratum :Gravelly loam, very gravelly loam
Unified Classification : SM, GM -GC, GC
Permeability :Moderately rapid
Percent coarse fragments :5-10
(greater thaq 3 inches)
Salinity (ECx10 @ 25°C)
pH (surface) : 7.9-8.4
Shrink -swell Potential : Low
Potential frost -action (surface) : Low
Flood Hazard : None
Hydrologic Group : B
Corrosivity Steel (uncoated) : Moderate
Concrete : Low
:More than 60 inches
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is Severe)
Septic Tank Absorption Fields S Slope
Sewage Lagoons : S Slope, seepage, small stones
Sanitary Landfill Trench S Seepage, slope, small stones
Area S Slope, seepage
Shallow Excavations : S Cutbanks cave, depth to rock,
small stones
Dwellings w/basements : S Slope
w/0 basements : S Slope
Local Roads & Streets S Slope
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill : Poor Slope, small stones, seepage
Roadfill : Fair. Low strength, slope
Sand : Unsuited.
Gravel : Unsuited
Topsoil : Poor Small stones, slope
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
X55E-Chilton channery loam, 12 to 25 percent slopes. This deep,
well drained, moderately steep to hilly soil is on alluvial fans and
valley sideslopes. It formed in alluvium from redbed shale and sand-
stone. Elevation ranges from 5,000 to 6,500 feet. The average annual
precipitation is about 14 inches, the average annual air temperature
is about 46 degrees F., and the average frost -free period is about 120
days.
Typically, the surface layer is reddish brown channery loam about
13 inches thick. The subsurface layer is reddish brown channery sandy
loam about 10 inches thick. The underlying layer is pinkish cobbly
sandy loam or loamy sand that extends to a depth of more than 60 inches.
Included with this soil in mapping and making up 10 to 15 percent
of the unit are small areas of Begay and Norval soils, both on less
than 12 percent slopes.
Permeability of the Chilton soil is moderately rapid. Effective
rooting depth is 30 to 40 inches. Available water capacity is low.
Surface runoff is medium and the erosion hazard is high.
This soil is used mainly for wildlife habitat and livestock grazing.
The native vegetation on this soil is mainly bluebunch wheatgrass,
western wheatgrass, mountainmahogany, and big sagebrush.
When the range condition deteriorates, forbs and woody shrubs
increase. When the range is in poor condition, undesirable weeds and
annual plants are numerous. Proper grazing management maintains and
X55E-Chilton channery loam 2
improves range condition. Seeding and brush removal are usually not
practical because of steep slopes.
Wildlife using this soil for habitat include mule deer, cotton-
tail rabbit, squirrel, and wild turkey.
This soil is subject to occasional flooding during heavy rainfall
or snow melt runoff. It is easily eroded. The main factors limiting
community development are steep slopes, susceptibility to piping,
frost heave, and content of stones. Cut slopes need immediate reveg-
etation to minimize the effects of erosion and to prevent gullying.
Capability subclass VIe.
a R 7 S-! D S
RLS-Torriorthents-Camborthids-Rock outcrop complex, .steep. This
broadly defined unit consists of sandstone and shale bedrock exposures,
loose stones, and shallow to deep soils overlying sandstone and shale
becrock and stony basaltic alluvium.
Relief is moderately steep to very steeply sloping on slope grad-
ients ranging from 15 to 70 percent.
This broadly defined -unit occurs intermittently throughout the
soil survey area. The Torriorthents make up about 45 percent of this
unit. They occur on the foothills and mountainsides underlying
sandstone and shale bedrock exposures consisting primarily of Mesa
Verde sandstone and Wasatchhshale. The soils are shallow to
moderately deep, and generally are clayey to loamy in texture with
a variable amount of gravel, cobble, and stone throughout. The
surface is normally stone covered due to weathering of overlying
bedrock exposures being carried down slope by gravity. Basaltic
stone and cobbles occur on the surface in the area south of the
Colorado River in the soil survey area.
The Camborthids make up about 20 percent of this unit. They
occur on the moderately steep lower toe slopes and concave open
areas of the foothills and mountain slopes. The soils are shallow
to deep, have light colored surfaces, a slight increase in clay in
the subsoil, and generally clayey to loamy in texture. They are
RLS-Torriorthents-Camborthids-Rock outcrop complex, steep 2
normally stone free throughout. Scattered basalt stones, cobbles,
and sandstone rock fragments cover the surface.
Rock outcrop makes up 15 percent of this unit.
The Rock out-
crop consists mainly of Mesa Verde sandstone, Wasatch shale, and
basaltic boulders and stones. There are small areas of limestone
and gypsum rock outcrops in the eastern part of the soil survey area.
Included in the mapping of this unit are small isolated areas
of Ildefonso, Lazear, Ansari, Begay, Heldt, and Dollard soils.
These soils are very scattered occurring intermittently throughout
this unit and make up 10 to 20 percent of this unit.
This unit has a fair livestock grazing value. The native vege-
tation includes wheatgrasses, bluegrasses, Indian ricegrass, needle -
grasses, bitterbrush, mountainmahogany, big sagebrush, and an over -
story of pinyon pine and juniper trees. The area is also used for
wildlife and recreational purposes. Most of this unit is a prime
deer wintering area. Other game animals such as rabbits, coyotes,
and a few elk use this for food and protective cover.
The amount of stone on the surface and the steepness of slopes
make this unit unsuited for cropland. Some areas may be reseeded
to pasture by broadcast seeding. Other types of revegetation
practices are more difficult because of surface stones and steep
slopes.
RLS-Torriorthents-Camborthids-Rock outcrop complex, steep 3
Management of the vegetation on this unit should be designed
to maintain a wood product and limited livestock grazing. Selective
thinning of the pinyon -juniper may improve the understory resource
for grazing while obtaining firewood and posts. Steep slope,
moderate to high erosion hazard and slow re -growth of the trees
need to be considered in harvesting operations.
For building sites the main limiting soil features are steep
slopes and stoniness. These may be overcome by appropriate design
and construction or alternative methods. Capability subclass VIle,
nonirrigated.
VAN HOOSE SUBDIVISION
GEOLOGIC AND SOILS ANALYSIS AND RADIATION EVALUATION
The dense trees and brush together with an average slope of 40%
over the easterly 80% of this parcel limit building construction
to that area adjacent to County Road No. 241.
As can.. be seen on the attached soil conservation reports, the
soil is generally rocky iwth a porous sand subsoil. This land has
not been used for agricultural purposes and has minimal value
that regard.
in
There appears to be no radiation hazard in this area, has no known
history of radiation on this site and a potential radiation hazard
to this parcel is unlikely.
rurwm
P
<oTU'
> JURASSIC
.
t
} TRIASSIC
PERMIAN
PENNSYLVANIAN
MISSISSIPPIAN
DEVONIAN
ORDOVICIAN
CAMBRIAN
PRECAMBRIAN
• form map units
:nd and Battlement
-ge slump blocks of
.There. include mud -
north of Aspen,
. old (Larson and
1962)
. travels
al deposits (till) and
invent gravels
morainal form sub -
grained to bouldery
not all be of same
alt boulders and in
aystone, sandstone,
nglomerate at base.
t5 m) south of State
any beds of volcanic
(152 m) in Williams
quivalent to Browns
KJdm
KJde
JI mg
lc
JT:
mc
IPs
PIPwm
Pcm
Pm
Pmb
Pmbe
Pe
Pee
soutnwara in Hspen area anu eastwaru at lore mange
DAKOTA F ATION AND MORRISON FORMATION
DAKOTA, RISON, CURTIS, AND ENTRADA FOR NS ALONG COLORADO
RIVER NEAR BURNS AND STATE BRIDGE; ELSEWHERE, DAKOTA, MORRISON,
AND ENTRADA FORMATIONS
MORRISON, CURTIS, AND ENTRADA FORMATIONS
MORRISON AND ENTRADA FORMATIONS
GLEN CANYON SANDSTONE (LOWER JURASSIC AND UPPER TRIASSIC)—Light-brown
to Tight -gray crossbedded sandstone that closely resembles the overlying Entrada Sand-
stone, from which it is separated by a subtle unconformity. Maximum thickness 75 ft (23 m)
MORRISON, ENTRADA, AND GLEN CANYON FORMATIONS
CHINLE FORMATION (UPPER TRIASSIC)—Brownish- and purplish -red calcareous siltstone,
mudstone, and sandstone; limestone -pellet conglomerate in lower part; Gartra Sandstone
Member at base (pale -purple to white pebbly sandstone 25 ft or 8 m thick). Thickness
1,200 ft (365 m) near Brush Creek south of Eagle; thins from there in all directions; wedges
out beneath pre -Entrada unconformity along west side of Gore Range and in Elk Mountains
southwest of Aspen
MORRISON, ENTRADA, AND CHINLE FORMATIONS—Along Grand Hogback south of
T. 6 S., Chinle is represented only by the Gartra Member
STATE BRIDGE FORMATION (LOWER TRIASSIC AND PERMIAN)—Orange-red to red -
brown siltstone and sandstone. Thickness at least 5,000 ft (1,525 m) in local depositional
basin in Hardscrabble Mountain area south of Eagle. To the north, unit is 500 ft (152 m)
thick and thins eastward to wedge out along west flank of Gore Range. To the southwest,
unit is 2,400 ft (732 m) thick along Fryingpan River east of Basalt but absent beneath pre-
Chinle and pre -Entrada unconformities at Grand Hogback and in Elk Mountains
CHINLE AND STATE BRIDGE FORMATIONS
MAROON FORMATION (PERMIAN AND PENNSYLVANIAN)—Maroon and grayish -red sand-
stone, conglomerate, and mudstone; lower part intertongues with Eagle Valley Formation or
Evaporite which underlies the Maroon in places. Thickness >9,500 ft (2,900 m) in area
southwest of Aspen; thins northeastward to depositional margin along west flank of Gore
Range; thinning also due to pre -State Bridge unconformity
WEBER SANDSTONE (PERMIAN AND PENNSYLVANIAN)—Yellow-gray sandstone.
Thickness about 100 ft (30 m) near northwest comer of quadrangle; thins toward depo-
sitional margin to south and east; present margin south of Glenwood Springs, east of Eagle,
and east of Burns results in part from truncation beneath pre -State Bridge unconformity
WEBER SANDSTONE AND MAROON FORMATION
CHINLE, STATE BRIDGE, AND MAROON FORMATIONS
MINTURN FORMATION (PENNSYLVANIAN)—Gray, pale -yellow, and red sandstone, grit,
conglomerate, and shale, and scattered beds and reefs of carbonate rocks. Includes rocks
of Gothic Formation of Langenheim (1952). Thickness near Minturn >6,000 ft (1,830
m); thins abruptly eastward toward depositional margin along west flank of Gore Range and
at Breckenridge. Thins westward and intertongues with Eagle Valley.Evaporite in Eagle
basin. Thickness on western side of basin, in Elk Mountains, about 3,000 ft (915 m).
East and north of Sawatch Range, contact with overlying Maroon Formation is placed at
top of highest marine limestone; west of Sawatch Range and White River Plateau, contact is
at color change from predominantly gray (Minturn) below to predominantly red (Maroon)
above
BELDEN FORMATION (PENNSYLVANIAN)—Dark-gray to black shale, carbonate rocks, and
sandstone. Map unit includes local thin lenses of Molas Formation (Pennsylvanian)
at base. Maximum thickness in Elk Mountains and White River Plateau area about 900 ft
(275 m); thins eastward to depositional margin along Gore Range and near Hoosier Pass
MINTURN AND BELDEN FORMATIONS
Evaporite-bearing facies of Minturn and Belden Formations—Mapped only in South Park,
in southeast corner of quadrangle
EAGLE VALLEY FORMATION (PENNSYLVANIAN)—Gray and reddish -gray siltstone, shale,
sandstone, carbonate rocks, and local lenses of gypsum. Unit is transitional between the
coarse clastic rocks of the Minturn and Maroon Formations and purely evaporitic rocks.
Thickness variable, depending on intertonguing relations
EAGLE VALLEY EVAPORITE (PENNSYLVANIAN)—Gypsum, anhydrite, and interbedded
siltstone and minor dolomite; contains thick salt at depth in some places, as shown by
wells drilled for oil and gas. Intertongues with Minturn, Belden, and Maroon Formations
and grades into fine-grained clastic rocks of Eagle Valley Formation. Diapiric in structural
configuration in many places, especially in Targe area in central part of quadrangle. Thick-
ness indeterminate
r • 1 •n _ r __a_._ _ /.... r\....
;1pla cation must
be cornplete where
applicable. Type or
print in BLACK
INK. No overstrikes
or erasures unless
initialed.
COLORADO DIVISION OF WATER r(ESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, CotorAdo 90203
PERMIT APPLICATION FORM
( ► A PERMIT TO USE GROUND ',NATER
(>4 A PERMIT TO CONSTRUCT A \NELL
FOR: (>4A PERMIT TO INSTALL A i'UMP
( ) REPLACEMENT FOR NO
( )OTHER
WATER COURT CASE NO. _.
(1) APPLICANT - mailing address
7nH ({ N is vV VA Al 44-cn_,e
NAME U _N& t' 1/114 Ai ML6
;;TREET P C'. Bf'k 743
CITY ..31–Lt t Cif.) ' EiR '(State) � 111'.%
TELEPHONE NO. •]E -' 3 - u 7!r 57-5-3?
N N • akcie.
(2) LOCATION OF PROPOSED WELL
County 07 tthi
the �Cj k- Y< Section
___L3
J Tii
Twp. S., R. _9i
.N,Si E.W'
P
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpm)
average annual amount of ground water
to he :appropriated (acre-feet):
Number of acres to be irrigated:
n_
Proposed total depth (feet): 1 C
Aquifer ground water is to be obtained from:
Owner's well designation
GROUND WATER TO ELUSED FOR:
( ) HOUSEHOLD USE ONLY - no irrigation (0)
i>c DOMESTIC (1) ( ) INDUSTRIAL (5)
) LIVESTOCK (2) ( ) IRRIGATION (6)
( 1 COMMERCIAL (41 ( ) MUNICIPAL (8)
OTHER (9)
DETAIL THE USE ON BACK IN (11)
(4) DRILLER
Name L IO EH 3E
Street
City
Teliinhone No. __._—_.
(State) (Zip)
No.
1' 'v
JUL 25 7983
40,70 ;{�
rArz. ''1ujNt
laza
FOR OFFICE USE ONL Y: DO NOT WRITE IN- THIS COLUMN
5
Receipt No. 447 7 W
Basin Dist.
CONDITIONS OF APPROVAL
This well shall be in such .a. way as to cause
no material injury to existing water rights. The
issuan,.:e of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
r ght from seeking relief in a civil court action.
1) APPROVED PURSUANT TO CRS 1973, 37-92-602(3)
(b) (Ir) , AS THE ONLY WELL ON A TRACT OF LAND
DESCRIBED AS 39.32 P,:RES SITUATED IN THE N1/2,
SE1/4, AND IN THE SEI/4 SE1/4, SECTION 13,
TOWNSHIP 5 SOUTH, RANGE 91 WEST, 6TH P.M., AND
IN LOTS 3 AND 4, SECTION 18, TOWNSHIP 5 SOUTH,
RANGE 90 WEST, 6TH P.M.
2) THE USE OF GROUND WATER FROM THIS WELL IS
LIM!TED TO FIRE PROTECTION, ORDINARY HOUSEHOLD
PURPOSES INSIDE TWO S LNBLE FAMILY DWELLINGS,_
THE IRRIGATION OF NOT MORE THAN ONE ACRE OF HOME
GARDENS AND LAWNS, AND THE WATERING OF DOMESTIC
ANIMALS.
3) THE RETURN FLOW FROM THE USE OF THE WELL
MUST BE THRU WASTE WATER DISPOSAL SYSTEM OF THE
NON -EVAPORATIVE TYPE WHERE THE WATER IS RETURNED
TO THE SAME STREAM SYSTEM IN WHICH THE WELL IS
LOCATED.
ISSUANCE OF TI -11S PERMIT CANCELS PERMIT
26257, PER ATTACHED LETTER.
APPLICATION APPROVED
PERMIT NUMBER -AUG 132292
24 iY
DATE ISSUED
EX°ION DA E
c 6�
X241°:5
1
is pan(ST ,ER)
BY 1.
TE EIVGI,
__ COUNTY
(b) THE LOCATION OF THE PR ")SED and the area on (6) THE 1,* L MUST BE LOCATED BELOW
which the v:ater will be used must dicated on the diagram below. by distances from section lines.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
.>_ -- — - i -- —L--
1 MILE, 5280 FEET ----- >
4_
1
NORTHi
1-
I
-t
4-
1
--r
NORTH SECTION LINE
WEST SECTION LINE
I i
3N11 NO113 S 1SV3
SOUTH SECTION LINE
-
-i-
--- -}- -- -4--
The scaiTof the diagram is 2 inches = 1 mile
Each'smalr square represents 40 acres.
2 ft. from
ft. from
LOT
(north or south)
sec. limn
R "1
sec. line
(east or west)
BLOCK FILING
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED /YI R H H Ew /An �inrrrj
Owner: Vc�v vlt_ t(nnce(.,d:
No. of acres )r 3) Will this he
the only well on this tract?�
vl rE R EQUIVALENTS TA.3LE (Rounded Figures)
An acre-foot covers rr.r+ Cr land 1 foot d ^o
1 cubic foot per secals:•,cf;) 440 ga'ions per minute Igpm)
A family of 5 will re;t: re approximately 1 acre-foot of water per year.
1 acre-foot ... 43,5€P -.ctc feet ... 325,900 gallons.
1,000 gpm pumped cornrruou" 1", for ne • orn:1 2 acre-feet.
(10) LAND ON WHICH?
)1 ?ttfftL..:;
Ownerf s)
(8) PROPOSED CASING PROGRAM
Plain Casing
?t - 7 in. from G
� IC - S in from .20
Perforated casing
R1/21-10 5in. from 1 2C
in from
ft to 2.0 ft
ft to 12 C' f+
ft to 15-n ft
ft to ft
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
T i ; RE USED:
Ebro:;.? �'Sr�ct�rf
Legal description:3 ,22 OCR1S ,N 5 arc . /3 T $JS
Ar (11) QETAILED DESCR'IPT`'Oltt of the use of ground water:
system to be used.
< -)epi r sC
/4--�r tbrc-d
No. of acres: •3(t.
? 4/ I/ Sec . / �? T, _� 90 6.3 P,R4 _
Houscc''cld we and domestic wells must indicate type of disposal
Cfir--
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Type or right Used for (purpose) Descnr;ion of land on which used
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HER
TRUE TO THE BEST OF HIS KNOWLEDGE. /
SIGNATURE OF APPLICANT(Si
Use additional sheets of paper if more space is required.