HomeMy WebLinkAbout1.0 Application1
111:f01t1i"001: 110A►ID ciI C(it1N"l ti' COM M•IONFiltS OC;
GAR till) ('iit.3N I'Y, COLORADO
1'1.:.1 1 1ON_I�� ilk_EX l:M l''1.101A
Pursuant to (:.1. S. (1973) Section 30-28-.101 (10) (ia) - (d) as nutended, and the
Subdivision Regulations of Garlicld County, Colorado, ado i(ecI--77April 23, 198L1 Section 2:20.49,
Ow undersigned BLS_ r.7 `' _ �'?'1� "r'T` respectfully petitions
I
the 1loiti d ol.Coun(y Commissioners ()Mayfield County, Colorado, to exempt by Resolution
the division or 4' L77 acre tritct of land into tracts of approximately _
-73
acres each, more or less, from the definitions of "subdivision" and
"subdivided land" :is the terms art: used aucl cie:lincd in C.R.S. (1973) Section 30-28-101 (10) (a)
(d) and the Ciarlield Comity Subdivision Itegutitlions for the reasons staled below:
Sl_J11N11'[l'AI.. jl;O1.111 .1MI:t!"I'S:
An application which sa(islies the review criteriit must Ix: submitted with all the following
Ilnlorinit1ton:
A. Sketch map at a 11611111111111 scale off 2{)O' showing the legal description of the
property, dimension and area ()Fall lois Orsepal illetlllerests to becreitted, access
to i1 politic: I11'li(-ol-wily, ;and any proposed eastinetlls for drainage, irrigation,
;tees:; or utilities;
li. Vicinity asap at is minimum scale of 1"-2000' :showing the general topographic
and ge:ogral111ic rekitiorl of the proposed exemption to the surrounding area
within two (_..) miles, for which a copy of t1S(..`�. c111adratngle neap may beused.
Copy ol" the steed showing ownership by the applicant, ora letter From the
property owncr(s) it oilier than the applicant; and
1). Names and addresses of owners of record of land immediately adjoining and
within 200 Ices of. the proposed exemption, mineral owners and lestseesofmineral
owners 01 record of ahs; properly to be exempted, and tenants of any structure
proposed for conve:.t:;ion; sisal
1?videncc of the ;;oil types and characteristics ofeacll type; incl
l Proof of legal and adequate source of domestic water for each lot created,
method of sewage disposal, and letter of approval of lire protection plan from
appropriate lire district., and
G. IIconnection to a comniiunty nl Municipal water or sewer system is proposed,
a letter boat the governing body slating a willingness to serve; and
11. Narrative explaining why exemption is being requested; and
1. It shall he demonstrated that t11e parcel existed as described on January 1, 1973
or the parcel as it exists presently is one: of not more than three parcels created
from a Iargur 1)itrcel its it existed on January 1, 1973.
I. A Il3011.00 fte must he submitted wills the application.
l e1rltOlter
ti1ailing Address
y
Telephone Number
Slate
Name
SB - 35 APPLICA3N CHECKLIST (TO DETERMII OMPLETION)
Copy of deed showing ownership
Names/addresses of owners w/i
200 feet; mineral owners/lessees
Evidence of soil types
Yes
No
( ar/d1-03 //114),gize-1---)
S
Water/sewer J PAA, vt'& L
If community water/sewer, letter
of approval from district /
Letter addressing fire protection
/is
Narrative on necessity of exemption
Deed demonstrating parcel existed
prior to January 1, 1973
Regular or Right-of-way/natural feature
No more than four lots created (if regular)
}/CS
/6.z.7)
/(46//dg
lv i
Zoning requirements (slope, setbacks, etc.) ,t.6ee
c,y
Legal access to a count road/easements
Adequate water /€
Legal
to4CM6�
Quality/Quantity/Dependability
State or County health requirementsr4sitie-S
Additional easements
W1$f'1SL-Alc/
IV A
drainage improvements
hool impact fees/ ecial assessments
caiU(17Cb7
Board
Ross Talbott - Chairman
William Montover
Sean Mello
Tom Voight
Gordon Witzke
• •
Burning Mountains
Fire Protection District
Box 236
Silt, CO 81652
Don Zordel - ChIef
Stu Cerise - Assist. Chief
December 18, 1995
To Who It May Concern:
This is to inform you that the property owned by Barton and Bill Porter at approximately 3100 and 3400
County Road 314 is within the Burning Mountains Fire Protection District and we do provide fire
protection to same. It should be noted that the distance from the station will cause some length in
response time.
Thank you,
Donald Zordel, Chief
Burning Mountains FPD
• •
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FORM Na
12`
10/.89
STATE OF COLORADOCINS-
OFFICE OF THE STATE ENCWR
Fo�ce Use only
PERMIT NTJMBEIt
818 Centennial Bldg., 1313 Sherman Sr., Denver, Colorado 80203
(303) 866-3581
FOR INSTRUCTIONS SEE REVERSE SIDE
REGISTRATION OF EXISTING WELL
1.
WELL OWNER
E, 11 _.../,
NAMES) k
__.ba_v
Mailing Address /p.7 t) ? I V it'd
(;
City, St. Zip C-c d (.c' t o /_ (l
__L%��-zt
Phone (7 7 0 ) `! rq ,9'<_,
I:45-
Receipt No.
2.
WELL LOCATION: COUNTY 6 .t" ter/( OWNER'S WE /4 Y c-h G✓2 (/
-.Lt /DESIGNATION
1 ,
it er T � Co kA LI l(� ? i `I �c. w C-4 � 11C_ e 876 f / 7
(Address)
Al F 1/4 of the .s g 1_/4. Sec. 1 g Twp.
.__.
N. or
'(City)
I
(State) (Zip)
S., Range qJ El E or ERW. C _ P.M.
Distances from Section Lines 21 b 6 Fr. from [1 N. or EIS. Line. (6O Ft. from
111
E. or
W. Line.
3.
The well has historically been used for the following purpose(s): h G 4 5 z' I/ ir(del,- e T c r h ,' A.,c 1
.( Pyr 6 -.
L.A...) ,....12.:_r___. n. 1 c{ (-t-)
4.
Water from the well was first used beneficially by the original owner for the above described purposes)
on5�,� ���- 19(,U
5.
The total depth of this well is f O feet.
6.
The pumping rate is (( gallons per minute.
7.
The average annual amount of water diverted is g,,5 acre feet.
8.
The land area of home lawn and garden irrigated from this well is: /
✓
Acre or
Square feet,
(Number)
described as:_._
ttegaTl iescrtption).
Subdivision Lor(s) Block _ Filing/Unit _T_� _
or as �-
1 (we) have read the statements made herein, know the contents thereof, and state that they are true to my (our)
knowledge. [Pursuant to Section 24-4-104 (13) (a) C.R.S., the making of false statements herein constitutes perjury
in the second degree and is punishable as a Class 1 misdemeanor.]
9.
Name/Title (Please type or print)
6,` II Po r f e$,--
Signature -
,14-42/._b_Paii.„
Date
f.,
FOR OFFICE USE ONLY
State Engineer By Date
No. Div. Co. WD Basin MD Use
Court Case
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I
e 5
cr_c ,6 6 0 7E2 _ CO ._
71- c (ci,
r ^s d d: _ 33� o'clock r" ISA I. 11 f!!S
st tion 14° n i 1' 2R MILDRED I.LSDORF. RECORDER
GA9tIrLD COUNTY. COLORADO
SPECIAL WARRANTY' DEED
On0«Q929PIP 353
JAN 11 1995
CSL :2.FIELD
[x.c. Fee
�c
Maverick Ranch Development Corporation. a Colorado Corporation ("Grantor").1e
address is c'o Krabacher Hill & dwards P.C.. 201 North Mill Street. Suite 20.1. Aspen. CO 8160
1 -
for Ten Dollars and other good and valuable consideration. the receipt and sufficiency of
which is hereby acknowledged. hereby sells and convey -s to Barton Porter and Biil'Po�pertywhose
address is 2571 County Road 314. Nev. Castle. Colorado 81647. the follov.in real
(iarfield County. Colorado:
All of the real p-operty described nn Exhibit ".A•' annexed hereto and
incorporated herein by this reference.
together with all its appurtenances and warrants the title against all persons claiming under Grantot
subject to taxes for 1994 and thereafter. and subject to the following reservations: (i) all oil. gas and
minerals in. on or under the parcels conveyed hereby. but without right of entry on or above the
surface of the parcels with respect to such mineral. oil and gas reservations: and Ili) easements for
existing irrigation ditches. it any.
Dated: Dere1i'r __I C _. 1997f.
STAT:i OF COLORADO )
) ;s.
COI 'NM' 01; PITKIN 1
Maverick Ranch Development Corporation
a Colorado corporation
9e
12-1
L. Eugene 'righ President <,,J
tT..Q4
Subscribed. sworn and acknowledged before me this it 7 -Clay of . 444 by E.
Eugene Wright. President of Maverick Ranch Development Corporation. a Colorado corporation.
WI 1N1:SS MY HAND AND OFFICIAL SEAL
My commission expires: 4C1
.4;. ••LL.
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q q- i I •
\ 'tart' Public
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•
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EXHIBIT A
inel3929,10351,
ALL THOSE PORTIONS OF THE E1/2SW1/4 AND THE W1/2SE1/4 OF
SECTION 18, THE NE1/4 OF SECTION 19, THE NE1/4 OF SECTION 20,
AND THE N1/2SW1/4 AND THE NW1/4SE1/4 SECTION 21, TOWNSHIP 6
SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING
NORTHERLY CF THE FOLLOWING DESCRIBED LINE:
A PROPERTY LINE SITUATED IN LOTS 1 AND 2,
THE 'E1/2SW1/4 AND TETE
W1/2SE1/4 OF SECTION 18, THE NE1/4 OF SECTION 19, THE N1/2 OF
SECTION 20, THE W1/2 AND THE W1/2SE1/4 OF SECTION 21, TOWNSHIP
6 SOUTH, RANGE 90 WEST AND THE E1/2N£1/4 OF
SEC 13, TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE SIXTH PRINCIPAL
MERIDIAN, COUNTY OF GAP.FIELD, STATE OF COLORADO; SAID PROPERTY
LINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCNG ENTH
OF
D
SECTIONI12 , AT
REDAR ANDS CAPE STAMPED DSO. W . IN PLACE, SECTION
PLACE, THE. TRUE
POINT OF BEGINNING;
THENCE N. 88 DEGREES 17' 37" E. ALONG THE NORTHERLY LINE OF
SAID SECTION 13 1367.05 FEET TO THE NORTHEAST CORNER OF SAID
SECTION 13, A 3" ALUMINUM CAP IN PLACE,
THENCE S. SE DEGREES 52' 20" E. ALONG THE NORTHERLY LINE QF
SAID SECTIDN 18 1332.65 FEET .O THE NORTHEAST CORNER OF LOT Y
OF SAID SECTION 18;
THENCE S. 00 DEGRFES 10' 29" W. ALONG THE EASTERLY LINE OF SAID
LOT 1 AND SAID LC'. 2 2636.2 FEET TO THE SOU' HEAS T 'CORNER OF
SAID LOT 2;
THENCE S. 44 DEGREES 31' 05" E. 3754.85 FEET TO THE EAST
SIXTEENTH CORNER OF SAID SECTION 18 AND SECTION 19;
THENCE S. 64 DEGREES 37' 43" E. 1470.37 FEET TO A REBAR AND CAP
L.S. #13598 IN PLACE;
THENCE N. 81 DEGREES 35' 57" E. 2396.98 FEET TO A REBAR AND CAP
L.S. 019598 IN PLACE;
THENCE -. 45 DEGREES 44' 08" E. 1104.26 FEET TO A REBAR AND CAP
L.S. 019598 IN PLACE;
THENCE c. 76 DEGREES 25' 41" E. 2118.67 FEET TO A POINT ON AN
EXISTINt. FENCELINE, A REBAR AND CAP L.S. #19598 IN PLACE;
THENCE S. 01 DEGREES 51' 41" W. ALONG SAID FENCELINE 631.15
FEET TO A REBAR AND CAP L.S. 119598 IN PLACE;
THENCE LEAVING SAID FENCELINE S. 62 DEGREES 19° 37" E. 1196.38
FEET TO A REBAR AND CAP L.S. #19598 IN PLACE;
THENCE S. 20 DEGREES 15' 02" W. 99.70 FEET TO A POINT IN AN
EXISTING FENCE, A REBAR AND CAP L.S. #19598 IN PLACE;
THENCE S. 76 DEGREES 32' 14" E. ALONG SAID FENCELINE 463.77
FEET;
THENCE CONTINUING ALONG SAID FENCELINE S. 77 DEGREES 36. 24"
E. 1499.69 FEET;
THENCE CONTINUING ALONG SAID FENCELINE S. 76 DEGREES 07' 31"
E, 1098.22 FEET TO A POINT ON THE EASTERLY LINE OF THE
W1!2SE1/4 OF SAID SECTION 21, A REBAR AND CAP L.S. #19598 IN
PACE, THE TERMINUS, WHENCE THE EAST SIXTEENTH CORNER OF SAID
.SECTION 21 AND SECTION 28 BEARS S. 00 DEGREES 40' 48" W-
1/54.74 FEET.
COUNTY OF GARFIELD
:STATE OF COLORADO
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I1,1 Fo ;4_ C4 ff.0-, 6rYs — to
r
Recorded et 3' 30 ror'clock P • 11F., April 12, 1971 ....,.,.,, Book 418
Reception No._2494:3.L.._... Ella Stephensi....Recorder. Page 273
THIS DEED, Made this 12th
day of
April in the year of our Lord one thousand nine hundred
andseventy-one between
DONALD V. HARTZELL and
VIRGINIA M. HARTZELL
of the County of Garfield
State of Colorado, of the first part, and
ROBERT M. LARSEN
of the County of Hennepin
and
RECORDER'S STAMP
!PTF tr",,NTlRY F[f
APR 12 1911
X10,5
Minnesota
and State of ISutorXdtgcof the second part;
WITNESSETH, That the said part ies of the first port, for and in consideration of the sum of
TEN DOLLARS AND OTHER VALUABLE CONSIDERATION
to the said part ies of the first part in hand paid by the said part y of the second part, the
receipt whereof is hereby confessed and acknowledged, ha ve granted, bargained, sold and conveyed,
and by these presents do
grant, bargain, sell, convey and confirm unto the said party of the
aecond part, his heirs and assigns forever, all the following described lots or parcel s of
land, situate, lying and being in the county of Garfield and
State of Colorado, to -wit:
Township 6 South, Range 90 West, 6th P.M.
Section 20: E 1/2 and E 1/2 SW 1/4
Section 21: SW 1/4 and W 1/2 SE 1/4
Section 28: W 1/2 and the W 1/2 E 1/2
Section 29: N 1/2 NE 1/4, SE 1/4 NE 1/4,
NE 1/4 SE 1/4 and 4.91 acres in the form
for a square situate in the NE corner
of the NE 1/4 NW 1/4
Township 7 South, Range 90 West, 6th P.M.
Section 28: W 1/2 NW 1/4 and the SW 1/4
Section 29: E 1/2 NE 1/4
Section 33: N 1/2
Section 34: NW 1/4
Together with any and all ditch and water rights belonging
to, used upon or in connection with the above described
property, and any and all improvements situate thereon,
and any and all B.L.M. grazing rights and privileges
connected therewith.
•
No. 832. WARRANTY DEED.—Bradford Publ Ishtar Co. 1924-46 Stout Street, Drover. Colorado
' fl
Book 418
Page 274
TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in
anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and
profits thereof; and all the estate, right, title, interest, claim and demand whatsoever, of the said
parties of the first part either in law or equity, of, in and to the above bargained premises, with
the hereditaments and appurtenances.
TO IIAVE AND TO IIOLD the said premises above bargained and described, with the appurte-
nances unto
Robert M. Larsen
the said part y of the second part, his
Andthesaid Donald V. Hartzell and Virginia M. Hartzell
for
heirs and assigns forever.
part ies of the first part,
their
them selves , heirs, mentors and administrators, do
and agree to and with the said part y of the second part, his
time of the ensealing and delivery of these presents they are
above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance in law, in fee
simple, and ha good right, full power and lawful authority to grant, bargain, sell and convey the
same in manner and form aforesaid, and that the same are free and clear from all former and other
grants, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature soeverr
except 1971 general property taxes, U. S. patent reservations
and exceptions, prior reservations of oil, gas and other minerals
of record, any and all easements and rights of way of a public
or private nature including, but not exclusively, those for roads,
ditches and utility lines, oil and gas leases and assignments
of record, agreements pertaining to easements, rights of way and
ditch and water rights, governmental rules and regulations, and
a first and prior lien evidenced by a deed of trust recorded in
the office of the Clerk and Recorder of Garfield County, Colorado,
as Doc. No. 234114 in Book 385 at Page 148 thereof, which lien
covenant, grant, bargain
heirs and assigns, that at the
well seized of the premises
•
Book 418
Page 275
grantors warrant has a principal balance due a
sum of $78,317.98, together with interest ther
1971, and which lien grantee hereby assumes an
the quiet and peaceable possession of the said part y of the second
the above bargained premises in
art, his , - heirs and
assigns, against all and every person or persons lawfully claiming or o claim the whole or any part
thereof, the said parties of the first part shall and will WARRANT : ND FOREVER DEFEND.
IN WITNESS WHEREOF, The said parties of the first part ave
hand s and seal s the day and year first above written.
hereunto set their
Signed, Sealed and Delivered in Presence of
TELL
[SEAL]
��GG''��yy//aa - [SEAL)
VQ{ NIA ARTZE- [SEAL]
[SEAL]
STATUTORY ACKNOWLEDGMENT. SESSION 192
STATE OF' COLORADO,
County of Gaxfae.l.d
The foregoing instrument was acknowledged before me this 12 h day of April
1971 ,by DONALD V. HARTZELL and VIRGINIA M. HARTZELL
W tness my hand and official seal.
.01y-reJl lits,iiitin expires March 22, 1973
.n(J(J1.\t
. by or as
in -feet, henatural n insert namenofrper9.onnn hens re cinsert
ttorncy•in-tact, ome or names; rf other person
enpneity acting in denerip loailfre by orrfllofficial
of corporation, then insert
name of such officer or officers. as the president or other officers of ouch corporation rnaming it. o
'1
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i
ook 418 Recorded at 31'32 o'clockp' M.,
age 276 Reception No 249438
April 12, 1971
Ella Stephens ,s_...Recorder.
24A
3
7.s2
HIS DEED, Made this 12th day of
April in the year of our Lord one thousand nine hundred
and seventy-onebetween
DONALD V. HARTZELL and
VIRGINIA M. HARTZELL
of the County of Garfield and
RECORDER'S STAMP
SFAIE 60tiNitii1;RY FEE
APR 1 2 1971
State of Colorado, of the first part, and
ROBERT M. LARSEN Mryi
of the County of Hennepin and State of 7&l gat 1e second part;
WITNESSETI3, That the said parties
of the first part, for and in consideration of the sutra of
2MitLin6332,
TEN DOLLARS AND OTHER VALUABLE CONSIDERATION
to the said parties of the first part in hand paid by the said part y of the second part, the
receipt whereof is hereby confessed and acknowledged, have granted, bargained, sold and conveyed,
and by these presents do
grant, bargain, sell, convey and confirm unto the said party of the
second part, his heirs and assigns forever, all the following described lot s
land, situate, lying and being in the county of Garf field
State of Colorado, to -wit:
Township 6 South, Range 90 West, 6th P.M.
Section 18: W 1/2 SE 1/4, E 1/2 SW 1/4, and
Lots 1, 2, 3 and 4.
or parcels of
Section 19: All
Section 20: W 1/2 SW 1/4
Section 29: NW 1/4, N 1/2 SW 1/4, SW 1/4 NE 1/4 and
NW 1/4 SE 1/4, excepting 4.91 acres in
the form of a square situate in the NE
corner of the NE 1/4 NW 1/4.
Section 30: N 1/2, N 1/2 S 1/2
Township 6 South, Range 91 West, 6th P.M.
Section 13: E 1/2 E 1/2
Section 24: E 1/2 E 1/2 and SW 1/4 SE 1/4
Section 25: NE 1/4
Township 7 South, Range 90 West, 6th P.M.
Section 7: S 1/2 SE 1/4
Section 8: SW 1/4 SW 1/4
Section 17: W 1/2, W 1/2 SE 1/4 and SE 1/4 SE 1/4
Section 18: E 1/2
Section 19: E 1/2
Section 20: All
and
No. 832. WARRANTY DEED.—Bradford Publishing Co.. 1821.18 Stout Street. Denver. Colorado
Book 418 Page 277
Together with any and all ditch and water rights belonging
to, used upon or in connection with the above described
property, and any and all improvements situate thereon,
and any and all B.L.M. grazing rights and privileges
connected therewith.
TOGETIIER with all and singular the hereditaments and appurtenances thereunto belonging, or in
anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and
profits thereof; and all the estate, right, title, interest, claim and demand whatsoever, of the said
part ies of the first part either in law or equity, of, in and to the above bargained premises, with
the hereditaments and appurtenances.
TO IIAVE AND TO BOLD the said premises above bargained and described, with the appurte-
nances unto Robert M. Larsen
the said party of the second part, his heirs and assigns forever.
Andthcsaid Donald V. Hartzell and Virginia M. Hartzell
part ies of the first part,
for them selves,
the jairs, executors and administrators, do
and agree to and with the said part Y of the second part, his
time of the ensealing and delivery of these presents they are
covenant, grant, bargain
heirs and assigns, that at the
well seized of the premises
above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance in law, in fee
simple, and ha ve
gond right, full power and lawful authority to grant, bargain, sell and convey the
same in manner and form aforesaid, and that the same are free and clear from all former and other
grants, bargains, sales, liens, taxes, assessments and ineumbrnuces of whatever hind or nature soever.
except 1971 general property taxes, U. S. patent reservations
and exceptions, prior reservations of oil, gas and other minerals
of record, any and all easements and rights of way of a public
or private nature including, but not exclusively, those for roads,
ditches and utility lines, oil and gas leases and assignments
of record, agreements pertaining to easements, rights of way
and ditch and water rights, governmental rules and regulations,
and a first and prior lien evidenced by a deed of trust recorded
in the office of the Clerk and Recorder of Garfield County, Colorad
as Doc. No. 238843 in Book 387 at Page 371 thereof, which lien
of
ran
Book 418 Page 278
grantors warrant has a principal balance due and owing in the
sum of $114,400.00, together with interest thereon from January
1, 1971, and which lien grantee hereby assumes and agrees to
pay;
and the above bargained premises in
the quiet and peaceable possession of the said part y of the second part, his heirs and
assigns, against all and every person or persons lawfully claiming or to claim the whole or any part
thereof, the said part ies of the first part shall and will WARRANT AND FOREVER DEFEND.
IN WITNESS WHEREOF, The said parties of the first part have hereunto set their
hand s
and seal s the day and year first above written.
Signed, Sealed and Delivered in Presence of
- r�A�4 [SEAL]
�- DONALD V . HARTZELL
[SEAL]
; <�%%• X4 r.4p [SEAL]
I INIA M. HARTZE
[SEAL)
STATUTORY ACKNOWLEDGMENT, SESSION 1957
STATE OF COLORADO,
County of Garfield
}ss.
The foregoing instrument was acknowledged before me this 12th day of April
.1„
19 DONALD DONALD V. HARTZELL and VIRGINIA M. HARTZELL
Ij4iinEs fsi7.}land and official seal.
l41ylbobnitiseion expires March 22, 1973
•
• If by natural person or persons here Insert name or names: If by person acting In representative or official opacity or attotney.
lnnmec ofte. h officer or officerst name of , lne oane the president or oother officers of e other
corporation, naminor g Ron! It by officer of rpontion, then Insert
Notes Public.
•
'I'H1s 1)EE11, m d, thi,. 3rd din of February
ROBERT M. LARSEN
•1" 81
FEE 2:,1n2.1 Q
9
r1f.the t'..untc of Hennepin and stm, m
lnr esota
?�Anam f t he first part, aunt PMOUNTAIN VISTAS, a Limited
Partnership
whose legal addl...., is c/o Europco Management Company o
America, 2700 Cumberland Parkway,
rkway, N.W., Suite
250, Atlanta, Georgia 30339
iot e County of Fulton and state oGeorgia i
Colorado. of the second part. I.
WITNESSETH. That the said part y oft he first part, for and in consideration of th•• sum of Ten Dcllars
and other good and valuable consideration. —OLX.
to the said party of t he firstpart in hand paid by t he said part y of the second par., the ret eipt whereof
is hereby confessed and :irknowtedg••d, ha s remised. released, sold, cone.•^ed and QC IT CLAIMED. and by these
presents do es remaw•, release. sell, rnnrev a id Q1'IT'. CLAIM unto t he said party of he'econd part. its 14CX%
successors and assign,... forever, all the right, title, interest. claim and demand which the sadi part y of the first port Z
ha S in and to the following describe.: lot or parcel of hand situate. Icing and being in the County 0
of Garfield
U
RECORDER'S STAMP
FFP 23 mat
flTT no+AsRIiv ie
and State of Colorado. to wit
See Legal Descriptions attached hereto and incorporated
herein by this reference as Exhibit A.
also known as street and number
TO DAVI•; AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto
belonging or in anywise thereunto appertaining, and all the estate. right, title. interest and claim whatsoever. of the
said part y of the first art• either in law or equity, to the only proper LISP, benefit and behoof of the said part y of
uccessors,
the second part, its h an. assigns arecer.
IN WITNESS WHEREOF. The said part V of the first part)) —9.retintoset hist
and seal tine day and year first above written.
Signed, Seale'! d Delivered in the Presence of
MINNESOTA
STAT . O f•XXtZI RIdat t
55.
County of W,,pt,a\ia,
The foregoing instrument was acknowledged before me this
)981.by Robert M. Larsen.
My commission expires t\ - ".). C)
,.__JSEALI
rt1. La .en
!SEAL)
t EALI
ISS.ALI
day of ab'bQ;wr
19� t# Witness my hand and official seal.
MARY J. HALVERSON
NOTAR, fUs!IC—MINNE11014
a Al tale eCUMry
"•` cor.assro4 cx►.srs AMR. 20. 1N•
•!I1 n I i,a1,i,ani,i, 1,11,.i .1
Not.rr r,,ba,.
O.
0
m
rt
CU
n
1<
B'1,1( 5&5 m€979
EXHIBIT A
LEGAL DESCRIPTIONS
Township 6 South, Range 90 West, 6th P.M.
Section 20: E 1/2 and E 1/2 SW 1/4
Section 21: SW 1/4 and W 1/2 SE 1/4
Section 28: W 1/2 and the W 1/2 E 1/2
Section 29: N 1/2 NE 1/4, SE 1/4 NE 1/4,
NE 1/4 SE 1/4 and 4.91 acres in the
form for a square situate in the NE
corner of the NE J./4 NW 1/4
Township 7 South, Range 90 West, 6th P.M.
Section 28: W 1/2 NW 1/4 and the SW 1/4
Section 29: E 1/2 NE 1/4
Section 33: N 1/2
Section 34: NW 1/4
Together with any and all ditch and water rights belonging
to, used upon or in connection with the above described
property, and any and all improvements situate thereon,
and any and all B.L.M. grazing rights and privileges
connected therewith.
County of Garfield, State of Colorado.
Township 6 South, Range 90 West, 6th P.M.
Section 18: W 1/2 SE 1/4, E 1/2 SW 1/4, and
Lots 1, 2, 3 and 4.
Section 19: All
Section 20: W 1/2 SW 1/4
Section 29: NW 1/4, N 1/2 SW 1/4, SW 1/4 NE 1/4 and
NW 1/4 SE 1/4, excepting 4.91 acres in
the form of a square situate in the NE
corner of the NE 1/4 NW 1/4.
Section 30: N 1/2, N 1/2 S 1/2
Township 6 South, Range 91 West, 6th P.M.
Section 13: E :./2 E 1/2
Section 24: E 1/2 E 1/2 and SW 1/4 SE 1/4
Section 25: NE 1/4
(Continued on page 2 of Exhibit A)
i
Exhibit A (continued) Page 2
PIlut(Jt{)
Township 7 South, Range 90 West, 6th P.M.
Section 7: S 1/2 SE 1/4
Section 8: SW 1/4 SW 1/4
Section 17: W 1/2, W 1/2 SE 1/4 and SE 1/4 SE 1/4
Section 18: E 1/2
Section 19: E 1/2
Section 20: All
Together with any and all ditch and water rights belonging
to, used upon or in connection with the above described
property, and any and all imarovements situate thereon,
and any and all B.L.M. grazing rights and privileges
connected therewith.
County of Garfield, State of Colorado.
•
bem 66SitS.t2
ttoc+•ptidn No. j 1 _ Recorder.
+es:-0xrzted at t G a °crock .M.. MAY
M t r R5
Slat Dor. Foy
THIS DEM, made this it, ?ay of May, 1985, between Mountain
Vistas, a partnersi►ip duly organized and existing under and by
virtue of the laws of the State of Minnesota, of the first part,
and MING PROFERTIFS, INC., a Georgia corporation, whose legal
address is L:+&R• it ' , L { .1., , ((; ,,� tr'veaf the
County of , r., l :r,r f 3 and the State of f e e,e(c , of
the second part.
WiTNESSETR, that the said party of the first part, for and in
consideration of the sun ..f TEN DOLLARS, to the said party of the
first part in hand paid by the said party of the second part, the
receipt whereof is hereby c)nfessed and acknowledged, has
granted, bargained, sold an.` conveyed and by these presents does
grant, bargain, sell, convey and confirm unto the said party of
the secerd part, its successors and assigns forever, all of the
following described lots or parcels of land, situate, lying and
being in the County of Garfield and the State of Colorado, to wit:
The lots or parcels of land decribed on Exhibit'A
attached Hereto and made a part hereof.
TOGETHER with all and singular the nereditaments d
appurtenances thereunto belonging, or in anywise appe taining,
and the feversion or reversions, remainders, rents, issues and
profits thereof; and all the estate, right, title, interet,
claim and demand whatsoever of the said party of the first part,
either in law' or equity, of, in and to the above bargained
premises, with their hereditaments and appe tenances.
AND TOc.FTHER WITH, specifically withou+: warranty, all grazing
rights on Bureau of Land Management lands need in connection with
the Conveyed Land, hereinafter referred tc as "Grazing Rights";
AND TOGETHER WITH, specifically without warranty, all the
mineeal rights owned by Grantor described in Exhibit B attached
hereto and ine.rporated t_y this reference, hereinafter referred
to es "Mineral Rights".
T'nr; within conveyance is subject to the exceptions,
reservations and easements set forth in Exhibit C attached heret&
and incorporated by this reference and to the following
agricultural tenancy: Lease from Mountain Vistas to Mike Porter,
data April 1, 1984 (together Hereinafter referred to as the
"Permitted Exceptions").
TO HAVE AND TO HOL! the said premises above bargained and
descrioed, with the appurtenances, unto the said party of the
second part, its successors and assigns forever. And the said
party of the first part, for itself, and its successors, does'
covenant, grant, bargain and .agree to and with the said party of
the second part, its successors and assigns, that at the time of
the ensealing and delivery cf these presents it is well seized of
the premises above conveyed, as of a good, sure, perfect,
absolute and indefeasible Estate of inheritance, in law, in fee
simple, and has good right, full power and lawful authority to
grant, bargain, sell and convey the same in manner and fc nn.
aforesaid, and that the same are free and clear from all former
and other grants, bargains, sales, liens, taxes, assessments and
incumbrances of whatever kind or nature soever; subject to the -
Recorder's Stamp
3',
Permitted Exceptions and without warranty eh o the Grazing
Rights and the Mineral Right:= and the above bargained premises
in the quiet and peaceable possession of the said party of the
sccend part, itR successors and assigns, ag ins't all and every
person or persons Lawfully claising,ot to claim the whole of any
part thereof, the said party of the first_ part shall and will
WARRANT AND PORElER DEFEND.
IN WITNESS WHEREOF, the said party of the first part has
Caused the corporate name of its sole general partner to be
hereunto subscribers by itR President, ant its corporate seal to
be hereunto affixed, attested by its Secretary, the day and'year
first above written.
MOCP'TAIN VISTAS, a Minnesota
Limited Partnership
Attest:.
By: WESTERN-COLOPADO •' cs
CORPORATION, a CoOce66 aj
corporation ;: - :,"
erose A. Z i , Pres : en.t,; `-
STATE OF GEORGIA
County of fULTO&
The foregoing instrument was acknowledged before me this !3
day of May, 1985 by Jerome A. Zivan as President, and HU3n B
Gage as Secretary of western -Colorado Co..poration, a Colorado
corporation, sole General Partner of Mom twin Vistas, a Minnesota
,Limited Partnership.
My notarial commission expires:
1 seal.
'C.t a p' ati,rte
Ny .:ommis:40q fApi #:.31 1987
Notary P -4 1.1e.7.:::,
.r/)
d 49'n
1
T
xF.1
bf'itli 038 rtatil4
•
%and ar the Stat.,' County oc
described As:
Township 6 South,
Section 20:
Section 21r
Section 28:
Section 291
Township 7 South.
Section 28:
Section 29:
Section 33:
Section 34:
Range 90 West, 6th P.M.
t1/, and E1/2s11/4
SW1i4 and wil2SE114 -
W1/2 and the W1/2E1/2
N1f2NE1/4, SE1/4NE1/4, NE1/4SE1/4
Range 90 West, 6th P.M.
Wi/2NW1/4 and the 5W1/4
Eil2NE114
N1f2
5141/4
Township 6 South. Range 90 West, 6th P.M.
Section 18: W1/2SE1/4, E1/2SW1/4 and
and 4
Section 19: All
Section 20: W1/2SW1/4
Section 29: NW1i4, NII2SW114,
NW1/4SE1/4
Section 30: N1/2, N1/2S1/2
Township 6 South, Range 91 West, 6th P.M.
Section 13:
Section 24:
Sectlon 25:
E1/2E1/2
E1i2E;i2 and SW1/4SE114
NE1/4
Township 7 South. Range 90 West, £th P.M.
Section 7:
Sec -ion 8:
Section 17:
Section 18:
Section 19:
Section 2U:
S1/2SE1/4
SW14SW1/4
W112, W1/2SE1/4 aad SE1/4SE1/4
E1/2
All
EXCEPTING FROM %he above, those portions conveyed to'
Garfield County, for County Road purposes by Deeds.
recorded March 11, 1932, in Book 159 at Page 352 ac.
Reception No. 1/223U recorded September 9, 1921, in
Book 117 at Page 509 as Reception No. 76558 and
recorded SepteMber 9, 1921, in Book /17 at Page 510 as
Reception Nc. 76559.
w
r • :x d r: - . .334 o'clock N M JAN l ! 19!5
AMcMftgn NO. _" s.3:i2 MILDRED Al..SOORF, RECORDER
GArtFIFLD COUNTY. COt.0 RADO
SPECIAL WARRANTY DEED
P440929 PACS 353
JAN 11 1995
3 L RFIELD
:'; :r. Fee
r.
i
Maverick Ranch Development Corporation. a Colorado Corporation ("Grantor"). whose
address is c,o Krabacher Hill & lAwards P.C.. 201 North Mill Street. Suite 2(1. Aspen. CO 81601-
1622. for Ten Dollars and other good and valuable consideration. the receipt and sufficiency of
which is hereby acknowledged. hereby sells and conveys to Barton Porter and Biil.Porter. whose
address is 2571 County Road 314. New Castle. Colorado 81647. the following real property in
Garfield County. Colorado:
All of the real p -operty described on Fxhihit "A" annexed hereto and
incorporated herein by this reference.
together with all its appurtenances and warrants the title against all persons claiming under (irantoi.
subject to taxes for 1994 and thereafter. and subject to the following reservations: (i► all oil. gas and
minerals in. on or under the parcels conveyed hereby. but without right of entry on or above the
surface of the parcels with respect to such mineral. oil and gas reservations. and (ii) easements for
existing irrigation ditches. it any.
Dated: 1) :ern -Km _ 1 C . 19'44'.
A.-Lk•O+•
Maverick Ranch Development Corporation •
a Colorado corporation
By
L. Eugene' s nigh Presiden
STAT:: OF COLORADO
1 <s-
(01PI FKIN
DG
Subscribed. sworn and acknowledged before me this /t 'day of 4 b}' L.
Lugene Wright. President of Maverick Ranch Development Corporation. a Colorado corporation.
Wit -NESS MN' HAND AND 01 FICIAL SLA1.
My
� commission expires: �;,;y
\2*tary Public
t • t' t t
O t et
l_d� t i J._ CIL
•
•
FXHTATT A
ALL THOSE PORTIONS OF THE E1/2SW1/4 AND THE W1/2SE1/4 OF
SECTION 18, THE NEI/4 OF SECTION 19,
THE NE1/4 OF SECTION 20,
AND THE N1/2SW1/4 AND THE NW1/4SE1/4 SECTION 21, TOWNSHIP 6
SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING
NORTHERLY CF THE FOLLOWING DESCRIBED LINE:
A PROPERTY LINE SITUATED INLOTS 1
ANDF S2,THE HE TA/219,TW1/4 AND THE
W1/25E1/4 OF SECTION 18, THE
SECTION 20, THE W1/2 AND THE W1/2SE1/4 OF SECTION 21, TOWNSHIP
6 SOUTH, RANGE 90 WEST AND THE E1/2NE1/4 OF
SEC 13, TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE SIXTH DPRINCIIPAL
PAL
MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO;
LINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
D
ON
3
ONI12 ATA THE
BAR ANDS CAPEENTH CORNER OF STAMPED D O.W. INIPLACE,ITHE1TRUED
SECTION 12,
POINT OF BEGINNING;
THENCE N. 88 DEGREES 17' 37" E. ALONG THE NORTHERLY LINE OF
SAID SECTION 13 1367.05 FEET TO THE NORTHEAST CORNER OF SAID
SECTION 13, A 3" ALUMINUM CAP IN PLACE,
THENCE S. 6E DEGREES 52' 20" E. ALONG THE NORTHERLY LINE QF
SAID SECTION 18 1332.66 FEET TO THE NORTHEAST CORNER OF LOT 1
OF SAID SECTION 18;
THENCE S. 00 DEGRFES 10' 29" W. ALONG THE EASTERLY LINE OF SAID
LOT 1 AND SAID LC'. 2 2638.2 FEET TO THE SOUTHEAST'CORNER OF
SAID LOT 2;
THENCE S. 44 DEGREES 31' 05" E. 3754.85 FEET •
TO THE EAST
SIXTEENTH CORNER OF SAID SECTION 18 AND SECTION 19;
THENCE S. 64 DEGREES 37' 43" E. 1470.37 FEET TO A REBAR AND CAP
L.S. 11?598 IN PLACE; CAP
THENCE N. 81 DEGREES 35' 57" E. 2396.98 FEET TO A REBAR AND
L.S. 119598 IN PLACE;
THENCE -. 45 DEGREES 44' 08" E. 1104.26 FEET TO A REBAR AND CAP
L.S. 119598 IN PLACE;
THENCE q. 76 DEGREES 25' 41" E. 2118.67 FEET TO A POINT ON AN
EXISTINu FENCELINE, A REBAR AND CAP L.S. 119598 IN PLACE;
THENCE S. 01 DEGREES 51' 41" W. ALONG SAID FENCELINE 631.15
FEET TO A REBAR AND CAP L.S. 119598 IN PLACE;
THENCE LEAVING SAID FENCELINE S. 62 DEGREES 19' 37" E. 1196.38
FEET TO A REBAR ANL) CAP L.S. 119598 IN PLACE;
THENCE S. 20 DEGREES 15' 02" W. 99.70 FEET TO A POINT IN AN
EXISTING FENCE, A REBAR AND CAP L.S.#19598D F111 PL CE;463.77
THENCE S. 76 DEGREES 32' 14" E. ALONG
FEET;
THENCE CONTINUING ALONG SAID FENCELINE S. 77 DEGREES 36' 24"
E. 1499.69 FEET;
THENCE CONTINUING ALONG SAID FENCELINE S. 76 DEGREES 07' 31
E.,1098.22 FEET TO A POINT ON THE EASTEARRLYCLINE-OF THE 9598 ZN
W'1/.2SE1/4 OF SAID SECTION 21,
PLACE, THE TERMINUS, WHENCE THE EAST SIXTEENTH CORNER OF SAID
•SECTION 21 AND SECTION 28 BEARS S. 00 DEGREES 40' 48" W.
1154.74 FEET.
COUNTY OF GARFIELD
.STATE OF COLORADO
•
6
12
N i3
23
M
24
LO
11
K
Re, eif
.5
:4S
1
a I
I
0,
4
X
•
\4
YI
•
LTJ
J
6
(y47i
Y
11
w
•
058
Adjoinilig 2397
Tutal Fee Land
Total Fed Land
ToNI Lewd ((WNW
To141 Len tw Trp
67
12 7
COAL
8
65
67
39
66
66
7
70
_39
56
1Q
39
\ 66
20
39
66
39
HORSE
MOUNTAIN
16
24
23
n
21
.U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SANITARY FACILITIES
Soils
PAGE 1 OF 3
12/13/95
(The information in this report indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
I
Map symbol Septic tank Sewage lagoon ; Trench , Area Daily cover
and soil name ; absorption areas sanitary sanitary for landfill
fields landfill landfill
I
I
1
7:
I I
Ascalon ;Moderate: :Fair:
slope ; slope
I
Pena ;Severe: :Poor:
slope ; small stones,
I I slope
I
;Severe:
percs slowly
;Severe:
slope
:Severe:
percs slowly,
slope
'Severe:
percs slowly,
slope
:Severe:
depth to rock,
percs slowly,
I slope
:Severe:
slope
;Severe:
seepage,
slope,
large stones
;Severe:
slope
:Severe:
slope,
large stones
;Severe:
depth to rock,
slope
:Severe:
depth to rock,
slope
;Moderate:
slope
:Severe:
slope,
large stones
:Severe:
slope,
too clayey
19:
Cochetopa
Jerry
24:
Dollard
Rock Outcrop ----;Severe:
depth to rock,
slope
:Severe:
slope,
large stones
;Severe:
depth to rock.
slope
;Severe:
depth to rock,
slope
;Severe:
slope
:Severe:
slope
;Poor:
too clayey,
large stones.
I slope
;Poor:
large stones.
slope
Severe: :Poor:
slope depth to rock,
slope
Severe: ;Poor:
depth to rock, ; depth to rock,
slope ; slope
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SANITARY FACILITJES
Endnote -- SANITARY FACILITIES
PAGE 2 OF 3
12/13/95
This report shows the degree and kind of soil limitations that affect septic tank absorption fields, sewage lagoons,
and sanitary landfills. The limitations are considered "Slight" if soil properties and site features generally are
favorable for the indicated use and limitations are minor and easily overcome; "Moderate" if soil properties or site
features are not favorable for the indicated use and special planning, design, or maintenance is needed to overcome or
minimize the limitations; and "Severe" if soil properties or site features are so unfavorable or so difficult to overcome
that special design, significant increases in construction costs, and possibly increased maintenance are required.
This report also shows the suitability of the soils for use as daily cover for landfills. A rating of "Good" indicates
that soil properties and site features are favorable for the use and good performance and low maintenance can be
expected; "Fair" indicates that soil properties and site features are moderately favorable for the use and one or
more soil properties or site features make the soil less desirable than the soils rated "Good": and "Poor" indicates
that one or more soil properties or site features are unfavorable for the use and overcoming the unfavorable
properties requires special design. extra maintenance, or costly alteration.
SEPTIC TANK ABSORPTION FIELDS are areas in which effluent from a septic tank is distributed into the soil through
subsurface tiles or perforated pipe. Only that part of the soil between depths of 24 to 72 inches is evaluated. The
ratings are base on soil properties, site features, and observed performance of the soils. Permeability, a high
water table, depth to bedrock or to a cemented pan. and flooding affect absorption of the effluent. Large stones
and bedrock or a cemented pan interfere with installation. Unsatisfactory performance of septic tank absorption fields,
including excessively slow absorption of effluent, surfacing of effluent, and hillside seepage, can affect public health.
Groundwater can be polluted if highly permeable sand and gravel or fractured bedrock is less than 4 feet below the
base of the absorption field, if slope is excessive, or if the water table is near the surface. There must be
unsaturated soil material beneath the absorption field to filter the effluent effectively. Many local ordinances
require that this material be of a certain thickness.
SEWAGE LAGOONS are shallow ponds constructed to hold sewage while aerobic bacteria decompose the solid and liquid
wastes. Lagoons should have a nearly level floor surrounded by cut slopes or embankments of compacted soil. Lagoons
generally are designed to hold the sewage within a depth of 2 to 5 feet. Nearly impervious soil material for the lagoon
floor and sides is required to minimize seepage and contamination of ground water. This report gives ratings for
the natural soil that makes up the lagoon floor. The surface layer and, generally, 1 or 2 feet of soil material
below the surface layer are excavated to provide material for the embankments. The ratings are based on soil
properties, site features, and observed performance of the soils. Considered in the ratings are slope, permeability, a
high water table, depth to bedrock or to a cemented pan, flooding, large stones, and content of organic matter.
Excessive seepage due to rapid permeability of the soil or a water table that is high enough to raise the level of sewage
in the lagoon causes a lagoon to function unsatisfactorily. Pollution results if seepage is excessive or if floodwater
overtops the lagoon. A high content of organic matter is detrimental to proper functioning of the lagoon because it
inhibits aerobic activity. Slope, bedrock, and cemented pans can cause construction problems, and large stones can
hinder compaction of the lagoon floor.
SANITARY LANDFILLS are areas where solid waste is disposed of by burying it in soil. There are two types of landfill.
trench and area. In a trench landfill, the waste is placed in a trench. It is spread, compacted, and covered daily
with a thin layer of soil excavated at the site. In an area landfill, the waste is placed in successive layers on the
surface of the soil. The waste is spread, compacted. and covered daily with a thin layer of soil form a source away
from the site. Both types of landfill must be able to bear heavy vehicular traffic. Both types involve a risk of
groundwater pollution. Ease of excavation and revegetation need to be considered. The ratings in this report are based
,U.S..DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SANITARY FACILITIES
Endnote -- SANITARY FACILITIES --Continued
PAGE 3 OF 3
12/13/95
on soil properties, site features, and observed performance of the soils. Permeability, depth to bedrock or to a
cemented pan, a high water table, slope, and flooding affect both types of landfill. Texture. stones and boulders.
highly organic layers, soil reaction, and content of salts and sodium affect trench type landfills. Unless otherwise
stated, the ratings apply only to that part of the soil within a depth of about 6 feet. For deeper trenches. a
limitation rate "Slight" or "Moderate" may not be valid. Onsite investigation is needed.
DAILY COVER FOR LANDFILL is the soil material that is used to cover compacted solid waste in an area type sanitary
landfill. The soil material is obtained offsite. transported to the landfill. and spread over the waste.
Sail texture, wetness, coarse fragments, and slope affect the ease of removing and spreading the material during wet
and dry periods. Loamy or silty soils that are free of large stones or excess gravel are the best cover for a
landfill. Clayey soils may be sticky or cloddy and are difficult to spread; sandy soils are subject to soil
blowing. After soil material has been removed, the soil material remaining in the borrow area must be thick enough
over bedrock, a cemented pan, or the water table to permit revegetation. The soil material used as final cover for a
landfill should be suitable for plants. The surface layer generally has the best workability, more organic matter than
the rest of the profile, and the best potential for plants. Material from the surface layer should be stockpiled for use
as the final cover.
U.S. DEPARTMENT OF AGRICULTURE PAGE 1 OF 2
SOIL CONSERVATION SERVICE 12/13/95
SOIL FEATURES
Soils
Bedrock Cemented pan Subsidence ; Risk of corrosion
I Potential '
Map symbol ;frost action; Uncoated
and soil name Depth ;Hardness; Depth Kind ;Initial; Total ; steel Concrete
1 1+
I I 1
In
1:
Ascalon >60
Pena >60
19:
Cochetopa >60
Jerry >60
24:
Dollard 20-40 Soft
Rock Outcrop ----
I
Soft
In In
In
I I +
� I I
I I
I I I
I I 1
;Moderate ;Moderate ;Low
;Moderate ;Moderate ;Low
1 I
I i I
;Moderate ;Moderate ;Low
� I I
+ I I
;Moderate ;High ;Low
I 1 I
I I �
;Low ;High ;High
I I I
;None
I I I
•
,U.S.,DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
Endnote -- SOIL FEATURES
SOIL FEATURES
PAGE 2 OF 2
12/13/95
This report gives estimates of various soil features. The estimates are used in land use planning that involves
engineering considerations.
Depth to bedrock is given if bedrock is within a depth of 5 feet. The depth is based on many soil borings and on
observations during soil mapping. The rock is either "Soft" or "Hard". If the rock is "Soft" or fractured, excavations
can be made with trenching machines, backhoes, or small rippers. If the rock is "Hard" or massive, blasting_ or
special equipment generally is needed for excavation.
Cemented pans are cemented or indurated subsurface layers within a depth of 5 feet. Such pans cause difficulty in
excavation. Pans are classified as "Thin" or "Thick". A "Thin" pan is less than 3 inches thick if continuously
indurated or less than 18 inches thick if discontinuous or fractured. Excavations can be made by trenching machines.
backhoes, or small rippers. A "Thick" pan is more than 3 inches thick if continuously indurated or more than 18
inches thick if discontinuous or fractured. Such a pan is so thick or massive that blasting or special equipment is
needed in excavation.
Subsidence is the settlement of organic soils or of saturated mineral soils of very low density. Subsidence
results from either desiccation and shrinkage or oxidation of organic material, or both, following drainage.
Subsidence takes place gradually, usually over a period of several years. This report shows the expected initial
subsidence, which usually is a result of drainage, and total subsidence. which usually is a result of oxidation. Not
shown in the report is subsidence caused by an imposed surface load or by the withdrawal of ground water throughout
an extensive area as a result of lowering the water table.
Potential frost action is the likelihood of upward or lateral expansion of the soil caused by the formation of
segregated ice lenses (frost heave) and the subsequent collapse of the soil and loss of strength on thawing. Frost
action occurs when moisture moves into the freezing zone of the soil. Temperature, texture. density, permeability,
content of organic matter. and depth to the water table are the most important factors considered in evaluating the
potential for frost action. It is assumed that the soil is not insulated by vegetation or snow and is not artificially
drained. Silty and highly structured clayey soils that have a high water table in winter are the most susceptible to
frost action. Well drained, very gravelly, or very sandy soils are the least susceptible. Frost heave and low soil
strength during thawing cause damage mainly to pavements and other rigid structures.
Risk of corrosion pertains to potential soil -induced electrochemical or chemical action that dissolves or weakens
uncoated steel or concrete. The rate of corrosion of uncoated steel is related to such factors as soil moisture,
particle -size distribution, acidity, and electrical conductivity of the soil, The rate of corrosion of concrete
is based mainly on the sulfate and sodium content, texture, moisture content, and acidity of the soil. Special
site examination and design may be needed if the combination of factors creates a severe corrosion environment. The steel
installations that intersect soil boundaries or soil layers is more susceptible to corrosion than steel in
installations that are entirely within one kind of soil or within one soil layer. For uncoated steel. the risk of
corrosion, expressed as "Low", "Moderate", or "High", is based on soil drainage class, total acidity, electrical
resistivity near field capacity, and electrical conductivity of the saturation extract.
For concrete, the risk of corrosion is also expressed as "Low", "Moderate", or "High". It is based on soil texture,
acidity, and amount of sulfates in the saturation extract.
U.S. DEPARTMENT OF AGRICULTURE PAGE 1 OF 2
SOIL CONSERVATION SERVICE 12/13/95
BUILDING SITE DEVELOPMENT
Soils
(The information in this report indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
•
U.S.. DEPARTMENT OF AGRICULTURE PAGE 2 OF 2
SOIL CONSERVATION SERVICE 12/13/95
BUILDING SITE DEVELOPMENT
Endnote -- BUILDING SITE DEVELOPMENT
This report shows the degree and kind of soil limitations that affect shallow excavations. dwellings with and without
basements, small commercial buildings. local roads and streets, and lawns and landscaping. The limitations are
"Slight", "Moderate". or "Severe". The limitations are considered "Slight" if soil properties and site features are
generally favorable for the indicated use and limitaions are minor and easily overcome; "Moderate" if soil properties
or site features are not favorable for the indicated use and special planning. design, or maintenance is needed to
overcome or minimize the limitations; and "Severe" if soil properties or site features are so unfavorable or so
difficult to overcome that special design, significant increases in construction costs, and possibly increased
maintenance are required. Special feasibility studies may be required where the soil limitations are severe.
SHALLOW EXCAVATIONS are trenches or holes dug to a maximum depth of 5 or 6 feet for basements, graves, utility lines.
open ditches. and other purposes. The ratings are based on soil properties, site features. and observed performance of
the soils. The ease of digging, filling, and compacting is affected by the depth to bedrock, a cemented pan, or a very
firm dense layer; stone content; soil texture; and slope. The time of the year that excavations can be made is
affected by the depth to a seasonal high water table and the susceptibility of the soil to flooding. The resistance of
the excavation walls or bands to sloughing or caving is affected by soil texture and the depth to the water table.
DWELLINGS AND SMALL COMMERCIAL BUILDINGS are structures built on shallow foundations on undisturbed soil. The load
limit is the same as that for single-family dwellings no higher than three stories. Ratings are made for small
commercial buildings without basements, for dwellings with basements. and for dwellings without basements. The ratings
are based on soil properties, site features, and observed performance of the soils. A high water table, depth to bedrock
or to a cemented pan, large stones, slope, and flooding affect the ease of excavation and construction. Landscaping
and grading that require cuts and fills of more than 5 or 6 feet are not considered.
LOCAL ROADS AND STREETS have an all-weather surface and carry automobile and light truck traffic all year. They
have a subgrade of cut or fill soil material. a base of gravel, crushed rock, or stabilized soil material, and a
flexible or rigid surface. Cuts and fills are generally properties, site features, and observed performance of the
soils. Depth to bedrock or to a cemented pan, a high water table, flooding, large stones, and slope affect the ease of
excavating and grading. Soil strength (as inferred from the engineering classification of the soil), shrink -swell
potential, frost action potential, and depth to a high water table affect the traffic -supporting capacity.
LAWNS AND LANDSCAPING require soils on which turf and ornamental trees and shrubs can be established and
maintained, The ratings are based on soil properties, site features. and observed performance of the soils. Soil
reaction, a high water table, depth to bedrock or to a cemented pan, the available water capacity in the upper 40
inches, and the content of salts, sodium, and sulfidic materials affect plant growth. Flooding, wetness, slope,
stoniness, and the amount of sand, clay, or organic matter in the surface layer affect trafficability after vegetation
is established.
NONTECHNICAL SOILS DESCRIPTION REPORT
Soils
Map
Symbol
Soil name and description
7 Ascalon -Pena complex, 6 to 25 percent slopes
These soils are on sides of valleys and alluvial fans.
The soils formed in alluvium derived from sandstone and
shale. Ascalon soil makes up about 65 percent of the
complex, and Pena soil makes up about 25 percent. The
Ascalon is on the less sloping, somewhat concave parts
of the landscape, and the Pena soil is on the steeper.
convex parts.
The Ascalon soil is deeillid well drained. The surface
laver is fine sandy loailgrout 5 inches thick. The
subsoil is sandy clay loam about 30 inches thick. The
substratum is sandy clay loam to a depth of 60 inches.
Permeability is moderate, and available water capacity
'is moderate. Effective rooting depth is 60 inches.
Runoff is medium. and the erosion hazard is moderate.
The Pena soil is deep and well -drained. The surface
layer is about 12 inches thick. The upper part is
stony loam, and the lower part is very stony loam. The
substratum is very stony sandy loam to a depth of 60
inches. Permeability is moderate. and available water
capacity is low. Effective rooting depth is 60 inches.
Runoff is slow, and the erosion hazard is moderate.
19 Cochetopa-Jerry complex. 25 to 50 percent slopes
These soils are on mountainsides and alluvial fans.
The soils formed in alluvium derived from sandstone.
shale. and basalt. The Cochetopa soil makes up about
50 percent of the map unit. and the Jerry soil makes up
about 40 percent.
The Cochetopa soil is deep and well drained. The
surface layer is loam about 21 inches thick. The
subsoil is stony clay loam and stony clay about 24
inches thick. The substratum is stony clay to a depth
of 60 inches. Permeability is slow, and available
water capacity is high. Effective rooting depth is 60
inches or more. Runoff is rapid, and the erosion
hazard is very high.
•
• i
NONTECHNICAL SOILS DESCRIPTION REPORT
Soils
Map
Symbol
Soil name and description
The Jerry soil is deep and well -drained. The surface
layer is stony loam about 3 inches thick. The subsoil
is cobbly clay loam about 37 inches thick. The
substratum is cobbly clay to a depth of 60 inches.
Permeability is slow. and available water capacity is
moderate. Effective rooting depth is 60 inches or
more. Surface runoff is rapid. and the erosion hazard
is very high.
24 Dollard -Rock Outcrop complex. 25 to 65 percent slopes
This complex consists of Dollard soil and Rock outcrop
on hills and mountainsides. The soil formed in shale
residuum. The Dollard soil makes up 60 percent of the
map unit. and Rock outcrop makes up 20 percent. The
Dollard soil is on the less steep parts of the
landscape.
Dollard soil is moderately deep and well drained. The
surface layer is clay about 5 inches thick. The
substratum is clay and shaley clay. Weathered shale
bedrock is at a depth of 25 inches. Permeability is
slow, and available water capacity is moderate.
Effective rooting depth is 20 to 40 inches. Runoff is
rapid, and the erosion hazard is very high.
Rock outcrop is soft, weathered shale. Permeability is
very slow. Rooting depth is very shallow. Runoff is
rapid, and the erosion hazard is very high.
U.S. DEPARTMENT OF AGRICULTURE PAGE 1 OF 3
SOIL CONSERVATION SERVICE 12/13/95
CONSTRUCTION MATERIALS
Soils
(The information in this report indicates the dominant soil condition but does not eliminate the need for onsite
investigation)
Map symbol Roadfill Sand Gravel , Topsoil
and soil name 1
,
,
7:
,
Ascalon ;Fair: ;Improbable: :Improbable: :Fair:
shrink -swell ; excess fines ; excess fines ; too clayey,
'' ' slope
Pena ;Fair: :Improbable: :Improbable: :Poor:
large stones, ; excess fines ; excess fines ' small stones,
slope ; area reclaim.
•• slope
I
19: II
Cochetopa Poor: Improbable: :Improbable: :Poor:
; low strength. : excess fines ; excess fines ; large stones.
slope ' area reclaim.
. ; slope
, I
Jerry ;Poor: :Improbable: :Improbable: :Poor:
slope ; excess fines ; excess fines ; large stones.
; area reclaim.
I slope
II
, I
24:
Dollard ;Poor: :improbable: ;Improbable: :Poor:
depth to rock. ; excess fines ; excess fines ; too clayey,
shrink -swell. slope
�
low strength ,
;
Rock Outcrop ----;Poor: :Improbable: ;Improbable: ;Poor:
depth to rock. ; excess fines ; excess fines ; depth to rock.
slope ; slope
, I
• •
-U.S. DEP.ARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
CONSTRUCTION MATERIALS
Endnote -- CONSTRUCTION MATERIALS
PAGE 2 OF 3
12/13/95
This report gives information about the soils as a source of roadfill, sand, gravel, and topsoil. The soils are rated
"Good". "Fair". or "Poor" as a source of roadfill and topsoil. Thev are rated as a "Probable" or "Improbable"
source of sand and gravel. The ratings are based on soil properties and site features that affect the removal of the
soil and its use as construction material. Normal compaction, minor processing. and other standard construction
practices are assumed. Each soil is evaluated to a depth of 5 or 6 feet.
Roadfill is soil material that is excavated in one place and used in road embankments in another place. In this report,
the soils are rated as a source of roadfill for low embankments, generally less than 6 feet high and less
exacting in design than higher embankments. The ratings are for the soil material below the surface layer to a
depth of 5 or 6 feet. It is assumed that soil layers will be mixed during excavating and spreading. Many soils have
layers of contrasting suitability within their profile. The report entitled Engineering Index Properties is also available
and it provides detailed information about each soil laver. This information can help determine the suitability of each
layer for use as roadfill. The performance of soil after it is stabilized with lime or cement is not considered in
the ratings.
The ratings are based on soil properties, site features, and observed performance of the soils. The thickness of
suitable material is a major consideration. The ease of excavation is affected by large stones, a high water table.
and slope. How well the soil performs in place after it has been compacted and drained is determined by its strength (as
inferred from the engineering classification of the soil) and shrink -swell potential.
Soils rated "Good" contain significant amounts of sand or gravel or both. They have at least 5 feet of suitable
material, a low shrink -swell potential, few cobbles and stones. and slopes of 15 percent or less. Depth to the
water table is more than 3 feet
Soils rated "Fair" are more than 35 percent silt- and clay -sized particles and have a plasticity of less than 10.
They have a moderate shrink -swell potential, slopes of 15 to 25 percent, or many stones. Depth to the water table is 1
to 3 feet.
Soils rated "Poor" have a plasticity index of more than 10, a high shrink -swell potential. many stones, or slopes of
more than 25 percent. They are wet, and the depth to the water table is less than 1 foot. These soils may have
layers of suitable material, but the material is less than 3 feet thick.
Sand and gravel are natural aggregates suitable for commercial use with a minimum of processing. Sand and
gravel are used in many kinds of construction. Specifications for each use vary widely. In this report only
the probability of finding material in suitable quantity is evaluated. The suitability of the material for specific
purposes is not evaluated, nor are factors that affect excavation of the material. The properties used to evaluate
the soil as a source of sand or gravel are gradation of grain sizes (as indicated by the engineering classification
of the soil), the thickness of suitable material, and the content of rock fragments. Kinds of rock, acidity, and
stratification are given in the soil series descriptions. Gradation of grain sizes is given in the Engineering Index
Properties report.
A soil rated as a "Probable" source has a layer of clean sand and gravel or a layer of sand or gravel that contains
up to 12 percent silty fines. This material must be at least 3 feet thick and less than 50 percent. by weight, large
stones. All other soils are rated as an "Improbable" source. Coarse fragments of soft bedrock, such as shale and
siltstone, are not considered to be sand and gravel.
Map symbol
and soil name
7:
Ascalon
Pena
19:
Cochetopa
Jerry
24:
Dollard
Rock Outcrop ----
Shallow
excavations
Moderate:
slope
Severe:
slope
Severe:
slope
Severe:
slope
Severe:
slope
• s
Dwellings
without
basements
Moderate:
shrink -swell,
slope
:Severe:
slope
'Severe:
slope
Severe:
' slope
:Severe:
Dwellings
with
basements
Moderate:
slope.
shrink -swell
Severe:
slope
Severe:
slope
Severe:
slope
Severe:
shrink -swell, ; slope,
slope ; shrink -swell
Severe: ;Severe:
depth to rock„ slope
slope
Severe:
depth to rock,
slope
Small
commercial
buildings
;Severe:
slope
;Severe:
slope
:Severe:
slope
:Severe:
slope
;Severe:
shrink -swell,
' slope
Severe:
slope
Local roads
and streets
Lawns and
landscaping
;Moderate: Moderate:
shrink -swell, slope
slope,
frost action
;Severe:
slope
:Severe:
slope
;Severe:
slope
;Severe:
shrink -swell,
low strength,
slope
;Severe:
slope
Severe:
slope
Severe:
slope
Severe:
slope
Severe:
slope.
too clayey
Severe:
droughty,
slope,
depth to rock
",4929nr3353
32 o'clock � JAI 1!"!!S
• :3. d r:. 3 Y
tpn No ' ,AILDRED I.LSOORF, RECORDER
GA9FtrL✓ COUNTY. COLORADO
SPECT AL WARRANTY DEET)
JAN 11 1!9':
GL=.FIEt_C
Fee
Maverick Ranch Development Corporation. a Colorado Corporation ("Grantor"). whose
address is co Krabacher hill & I.. -Awards P.C.. 201 North Mill Sireet. Suite 261. Aspen. CO 81601-
;622. for Ten Dollars and other good and valuable consideration. the receipt and sufficiency of
which is hereby acknowledged. hereby sells and conveys to Barton Porter and Biil'Porter. whose
address is 2571 County Road 314. New Castle. Colorado 81647. the follov.ing real property in
(meld Count). Colorado:
All of the real p'-operty described on 1 xhibit "A" annexed hereto and
incorporated herein by this reference.
together with all its appurtenances and warrants the title against all persons claiming under (irantot
subject to taxes for 1994 and thereafter. 1and
subject
hereto the h butfollowing
oton or above the
s ana
minerals in. on or under the parcels conveyed
surface of the parcels with respect to such mineral. oil and gas reservations: and (ii) easements for
existing irrigation ditches. :I any.
a Colorado corporation
1.. Fugette' 'righ
STAT:: Of ('01 OP I)0 I
CM NTY OI. l'ITKIN
tx.,n-
Subscribed. sworn and acknowledged before me this it ' day ofd � by E.
f iigene Wright. President of Maverick Ranch Development Corporation. a Colorado corporation.
WI1 NI SsN1). HAND AND OFFICIAL ICIAL SEAT.
My commission expires: -:'_C)'f4;d -_ --
•
•
!XHTATT A
1,10
354
ALL THOSE PORTIONS OF THE E1/2SW1/4 AND THE W1/25E1/4 OF
SECTION 18, THE NE1/4 OF SECTION 19, THE NE1/4 OF SECTION 20,
AND THE N1/2SW1/4 AND THE NW1/4SE1/4 SECTION 21, TOWNSHIP 6
SOUTH, RANGE 90 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYI.vG
NORTHERLY CF THE FOLLOWING DESCRIBED LINE:
•
A PROPERTY LINE SITUATED INE NTS/1 AF NDS 2, THE HE '19/2SW1/4 THE ANDOTHE
W1/2SE1/4 OF SECTION 18,
SECTION 20, THE W1/2 AND THE W1/2SE1/4 OF SECTION 21, TOWNSHIP
6 SOUTH, RANGE 90 WEST AND THE E1/2NE1/4 OF
SEC 13, TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE SIXTHDPRINCIIPPROERAL
MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO;
SAILINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:•
COMMENCING AT THE EAST SIXTEENTH CORNER OF SAID SECTION 13 AND
SECTION 12, A REBAR AND CAP STAMPED D.O.W. IN PLACE, THE TRUE
POINT OF BEGINNING;
THENCE N. 88 DEGREES 17' 37" E. ALONG THE NORTHERLY LINE OF
SAID SECTION 13 1367.05 FEET TO THE NORTHEAST CORNER CFSAID
SECTION 13, A 3" ALUMINUM CAP IN PLACE,
THENCE S. SE DEGREES 52' 20" E. ALONG
THE GOTHTHE
ENORTHERL_Y LINELQF 1
SAID SECT1D. 18 1332.65 FEET
OF SAID SECToN 18;
THENCE S. 00 DEGREES 10' 29" W. ALONG THE EASTERLY LINE OF' SAID
1.....
LOT 1 AND SAID LOT 2 2638.2 FEET TO THE SOUTHEAST 'CORNER OF
SAID LOT 2;
THENCE S. 44 DEGREES 31' 05" E. 3754.85 FEET TO THE EAST
SIXTEENTH CORNER OF SAID SECTION 18 AND SECTION 19;
THENCE S. 64 DEGREES 37' 43" E. 1470.37 FEET TO A REBAR AND CAP
L.S. #19598 IN PLACE; 2396.98 FEET TO A REBAR AND CAP
THENCE N. 81 DEGREES 35' 57" E
L.S. 119598 IN PLACE;
THENCE -. 45 DEGREES 44' 08" E. 1104.26 FEET TO A REBAR AND CAP
L.S. 119598 IN PLACE;
THENCE 76 DEGREES 25' 41" E. 2118.67 FEET TO A POINT ON AN
EXISTINJ FENCELINE, A REBAR AND CAP L.S. #19598 IN PLACE;
THENCE S. 01 DEGREES 51' 41" W. ALONG SAID FENCELINE 631.15
FEET TO A REBAR AND CAP L.S. 019598 IN PLACE;
THENCE LEAVING SAID FENCELINE S. 62 DEGREES 19' 37" E. 1196.38
FEET TO A REBAR ANL) CAP L.S. #19598 IN PLACE;
THENCE S. 20 DEGREES 15' 02" W. 99.70 FEET TO A POINT IN AN
EXISTING FENCE, A REBAR AND CAP L.S. #19598 IN PLACE;
THENCE S. 76 DEGREES 32' 14" E. ALONG SAID FENCELINE 463.77
FEET;
THENCE CONTINUING ALONG SAID FENCELINE S. 77 DEGREES 36' 24
E. 1499.69 FEET;
THENCE CONTINUING ALONG SAID FENCELINE S. 76 DEGREES 07' 31"
E.,1098.22 FEET TO A POINT ON THE EASTERLY LINE. OFS. THE598 IN
W1/2SE1/4 OF SAID SECTION 21, A REBAR
?LACE, THE TERMINUS, WHENCE THE EAST SIXTEENTH CORNER OF SAID
•SECTION 21 AND SECTION 28 BEARS S. 00 DEGREES 40' 48" W.
11'54.74 FEET.
COUNTY OF GARFIELD
'STATE OF COLORADO
•
•
•
4 11
33 14
td Lb
M
30
^ ce 'l
9. w
1
V
co:
\
410
01.1.4..
1G 02
faa E•
16
[ L Y
C\°jr
�1
'14
J 4_
024
625.
3
042)
TLA
e: i
Ail
9
N
1 l Y
Adlolnldq 2397
Total Fee Land
Total Fed Land
Total Lewd (Other)
Tote! Lewd is Two
FORM NO.
GWS-12
10,189
STATE OF COLORADO
OFFICE OF THE STATE ENGII R
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
Pore. Use only
PERMrr NUMBER
Receipt No.
FOR INSTRUCTIONS SEE REVERSE SIDE
REGISTRATION OF EXISTING WELL,
1.
WELL OWNER
NAME(S) .Va r ice, a e, I L ►"c, i --(-e y-
Mailing Address to --i (1 .1 r' Lf /iv,
City, St. Zip /f/_e_, (,-,5,1--/ (r' /61 7
Phone (77 d ) Y $'K c0' a t/ '
2.
WELL LOCATION: COUNTY 6 4 y i e. OWNER'S WELL DESIGNATION 1(4 r L.11(it)c• r7
t
q (P.( (._0 LA. hi fid '% (1- 41,/e(-5,s.(C —8Ia 7
(Address)
A/ 5. 1/4 of the 5 1/4, Sec. 1 g T. >b
._._.
(City)
N. or LJ S.. Range q�
_-_.
(State)((�� (Zip)
E. or LAW 6'`4t P.M.
-
Distances from Section Lines z( 6 0 Ft. from fl N. or
S. Line, loo Ft. from
X
E. or
W. Line.
3.
The well( has historically been used for the following purpose(s): J S ' h a�IC71.--_-_f_51, c. r ,h r n, I
4.
Water from the well was first used beneficially by the original owner for the above described purpose(s)
on `,u� ,,,_eif- 1900
5.
The total depth of this well is I 0 feet.
6.
The pumping rate is (( gallons per minute.
7.
The average annual amount of water diverted is (,,,_5 acre feet.
8.
The land area of home lawn and garden irrigated from this well is:_ J �,—
(Number)
described as:
Acre or L� Square teet,
(Legal Descnptiori)
or as Subdivision Lot (s) Block Filing/Unit
,
I (we) have read the statements made herein, know the contents thereof. and state that they are true to my (our)
knowledge. [Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of taise statements herein constitutes perjury
in the second degree and is punishable as a Class 1 misdemeanor j
9.
Name/Title (Please type or print)
Bi l( Pori*et,-
Signature -
64'- '
Date
(.),- /6,--'FS
FOR OFFICE USE ONLY
---- ------------ - --- ----
- -
State Engineer -- _ B> Date
Court Case No. Div. Co. WD Basin MD Y_'se
No.
o
SUPPLEMENTAL•ST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
Alice Use only
1.
WELL
PERMIT NUMBER
2.
OWNER
Mailing
City,
Phone
' \
NAME(S) , ,;C;�lA(1-.,`0sc ct r Gd<����
Address LA P��'� t �o NSe
St. Zip
( )
a
WELL LOCATION AS DRILLED: 1/4 1/4, Sec. Twp. , Range .
DISTANCES FROM SEC. LINES:
ft. from Sec. line. and ft. from Sec, line.
FILING(UNIT) .
SUBDIVISION:
STREET
(north or south) (east or west)
LOT BLOCK
ADDRESS AT WELL LOCATION: .
4.
STATIC WATER LEVEL: - �/ ft., Date /r 19.- .s_ , Time
.
3'; 3
Measurement
Method: - _ , c;�� E , Length of airline (if used) ft.
5.
PUMP: Type 3 G,1 -,;,,.,m s , b e , Horsepower /a_ , Setting -1---/ ' feet.
Power
Source / i 0 U , Discharge pipe / ' ' in.,
Discharge Pressure
{Q psi.
6.
FLOW METER: Manufacturer 9,-, - , Type ! vn i , A, .
Diameter / • ' inches, Average pumping rate j cp , A gpm., Volume pumped during test /6-2 ? .
7.
TEST
Time
3,�/.�
DATA: Date of Test /" — / - J 5
Recovery Data
Time Water Level
(feet)
,�;i7s �
Pumping Level Drawdown Pumping rate Pumping Pressure
(feet) (feet) (gpm) (psi)
,9y, y 1 /
ys ;29, Z
J -9j,d 3 '%
'"5--- j:2 (9 9 1 o - f ,
e, 9, 9 -.°ys- .2.1_522.-,6"
SAI
/)5
,9
9d.,_
9/(
8.
DISINFECTION:
Type YP 0� 6-N, . i,- ��� Amt. Used .— 5
,?-,Z
9.
Water Quality analysis available. ® Yes lallo
10.
Remarks
•
11. I have
[Pursuant
degree
CONTRACTOR
Mailing
read the statements made herein and know the contents thereof, and that they are true to my knowledge.
to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the second
and is pun' hable as a class misdemeanor.]
v�j,�i s��' Phone��-1�3.
Address ,G,' ,', %Q� 7 ,,,z �v 7,,T --) �_ 3
.5-/l
Name/Title (Pleas type; or print)
(/ v /
41/
Signature
//�7� 9
Date
J
INSTRUCTIONS FOR SUPPLEMENTAL TEST RA
The report must be typed or printed in BLACK INK All changes on the form must be initialed and dated. Attach
additional sheets if more space is required. Each additional sheet must be identified at the top by the well owner's
name, the permit number, form name/number and a sequential page number. Report depths in feet below ground
surface.
This form may be reproduced by photocopy methods, or by computer generation with prior approval by the State
Engineer.
The original and one copy of this form must be submitted to the State Engineer's Office within 60 days after completing
the well or 7 days after the permit expiration date, whichever is earlier. Another copy of the form must be provided
to the well owner.
If this form is submitted in conjunction with the Well Completion and Test Report, form number GWS -31, ONLY THE
PERMIT NUMBER AND OWNER NAME NEED TO BE COMPLETED in items 1 and 2.
1. Complete the Permit Number in full.
2. Fill in Name and Mailing Address of Well Owner where correspondence should be sent.
3. Complete the blocks for the actual location of the well. For wells located in subdivisions the lot, block and
subdivision information must also be provided.
4. Indicate the static water level, date, time, measurement method and depth of the airline orifice if used.
5. Describe the pump, power source, discharge pipe and operating pressure at the well head.
6. If a totalizing flow meter is installed, report the average pumping rate and the total volume of water pumped
during the test.
7. Complete the test data as necessary, include also recovery information. Time should be clock time when
measurements were taken.
8. Record the type and the amount of disinfection used, how placed and the length of time left in the hole.
9. Indicate if a water quality analysis was performed and submit a copy of the report if available,.
10. Use the remarks area to note any additional information including additional equipment installed, water supply
installation problems.
11. Fill in Company Name and Address of Contractor who constructed the well. The report must be signed by the
licensed contractor responsible for the installation of pumping equipment.
•
(5) THE LOCATION OF THE POPOSED WELL and the area on
which the water will be used must be indicated on the diagram below.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
NORTH+
w
J
I i_1(.2
'1—
I
U
w
cn
N
T +
I
+ -+
I! 1 MILE, 5280 FEET
NORTH SECTION LI
I
II
— T
I
1
I
I
I
SOUTH SECTION LINE
-{- + + + -I-
m
-1
1
ti
m
C-)
0
z
r_
Z
m
I
—4
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
(6) THE WELL MUST BE LOCATED BELOW
by distances from section lines. <-
ft. from-it4-W1 sec. Ii- '7/��
(north or south)
�' ft from -44e 5 C sec. line �/
3 do (east or west) /7/
4.
LOT BLOCK FILING #
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED Owner' Bay
No. of acres /'(b
-E;I( Yore`
Will this be
the only well on this tract? 1eS
(8) PROPOSED CASING PROGRAM
Plain Casing
in from i ft to Z) ft
- in from ft to /0-E) ft
Perforated casing
{ ? in from /67" ft. to 2--e) ft
in from ft to .t
- WATER EQUIVALENTS TABLE (Rounded Figures)
An acre-foot covers 1 acre of land 1 foot deep
1 cubic foot 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 BE USED:
A9wner(s) • 134,1,- No. of acres:
lr�((
egal description• �/ �ci � Ser t o �0 % w $ G S / l C t cf i t
�
1+'1 ) pETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal
system to be used. / ` // CY / /
y l I� �t S P U /
L e- S � 11 ll' a r•. r, 7 <4, e L 41
r` ►� c._ (c -/t c{ c' :fry,' S Y, c� 1 k c, %L / -e c.
�,, o v -e >LA 4 ti i 2u e / C � Lr /Q tilt _S-
i—
i-74k-ackS ac,d/Y-1/ .t 'c'4 Pv�'_ of eCwC%.L C�/1 l�lS lv, LC cl 6<;�i €tG
l
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Type or right
, ` a 1, tc h
Sc1 t(e,�1 d /I (fipv ci r'!, f (�
Used for (purpose)
C(r{ 2 Cf ie ct
Description of land on which used
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON 'S
TRUE TO THE BEST OF HIS KNOWLEDGE.
SIGNATURE OF APPLICANTS)
/ 777f
Use additional sheets of paper if more space is required.
7— 96
WRJ-5-Rev. 76
Application must
be complete where
applicable. Type or
print in BLACK
INK. No overstrikes
or erasures unless
initialed.
0
COLORADO DIVISION OF WATER RESOUWS
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
PERMIT APPLICATION FORM
(‘ri A PERMIT TO USE GROUND WATER
(''.1_. -PERMIT TO CONSTRUCT A WELL
FOR: ( A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO
( )OTHER
WATER COURT CASE NO
JAN 1 7 199;
(1) APPLICANT - mailing address
NAME 5c1C( '� t4 PlyJ
STREET 10 7 o / 3 4-( /22.
G
CITY /vimc ( 5/Ge GO 0 l%y/ '7
(State)(Zip)
p
TELEPHONE NO l 740 ?')-f 5
(2) LOCATION OF PROPOSED WELL
Y County 6C(. Y- Ft' e 1 ¢
Y. of the 5 E '/4 Section U
/VIE
Twp S R ng. go
IN,S)
(E,W)
P.M.
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpm)
Average annual amount of ground water
to be appropriated (acre-feet):
Number of acres to be irrigated:
Proposed total depth (feet) :
l�
q15
Aquifer ground water is to be obtained from:
t4 >7 f( -' lv:(7,3
e
Owner's well designation Ot-t k
GROUND WATER TO BE USED FOR:
( ) 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)
(4) DRILLER
Name jo 1 /(k 5 %'r //<
Street Q d 7d / {�v,)y
City I PLi c c/C C+ 1f (S�r )c 14 / i7
Telephone No '7f ' Y5 � ?7 Lic. No 6 3 K
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.
RECEIVED
' 1 7 1996
_object to Revlon
APPLICATION APPROVED
PERMIT NUMBER
DATE ISSUED
EXPIRATION DATE
(STATE ENGINEER)
BY
1 D COUNTY 2 3
Board
Ross Talbott - Chairman
William Montover
Sean Mello
Tom Voight
Gordon Witzke
•
Burning Mountains
Fire Protection District
Box 236
Silt, CO 81652
Don Zordel - Chief
Stu Cerise • Assist. Chit
December 18, 1995
To Who It May Concern:
This is to inform you that the property owned by Barton and Bill Porter at approximately 3100 and 3400
County Road 314 is within the Burning Mountains Fire Protection District and we do provide fire
protection to same. It should be noted that the distance from the station will cause some length in
response time.
Thank you,
Donald Zordel, Chief
Burning Mountains FPD
• • t.„;4,fi, tseui, j(62.4,7,,rt
ea/44a '�'1iiiCeiuuy Ca.
Phone 963-2812 Phone 945-4079
Test Report
Barton Porter
Date Tested - 2/6/97
Well #1 - Upper Well
Well Depth 15'
Static Level 5'11"
Pumping Level 6"3"
4 hour test
Pump Size 3/4 hp
Pump Setting 14'
Discharge Size 1"
Flow Rate 24 gpm
Report done by:
Collins Drilling & Pump Service
Rift L;oillns
P.O. Box 0516
Carbondale, Colorado 81623
Date Tested - 2/10/97
Well #2 - Lower Well
Well Depth 40'
Static Level 6'2"
Pumping Level 8'11"
4 hour test
Pump Size 3/4 hp
Pump Setting 36'
Discharge Size 1"
Flow Rate 22 gpm
GARFIEL6 COUNTY SURVEYO r?S OFFICE
MARCH 17, 1997
GARFIELD COUNTY PLANNING DEPT.
109 EIGHTH STREET
GLENWOOD SPRINGS, CO.
81601
ATTN: MR. MARK BEAN, DIRECTOR
RE: COUNTY SURVEYOR REVIEW OF THE PORTER NO. 3 SUBDIVISION EXEMPTION PLAT
DEAR MARK;
I HAVE REVIEWED THE ABOVE REFERENCED EXEMPTION PLAT AND NOTE THE FOLLOWING:
1) THE COPY THAT I RECIEVED DOES APPEAR TO INDICATE THAT THE EXTERIOR BOUNDARY IS
TO BE MONUMENTED, BUT THE GRAPHIC INDICATION ON THE MAP IS RATHER DIFFICULT TO
READ. PLEASE RESCALE THE SYMBOLS ON THE MAP TO REFLECT EXTERIOR MONUMENTATION
"TO BE SET".
SHOULD YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO GIVE ME A CALL.
CC:
FRANK HARRINGTON, P.L.S.
HIGH COUNTRY ENG., INC.
923 COOPER AVE.
GLENWOOD SPRINGS, CO.
81601
SENT VIA FAX: 945-5948
COUNTY FILES
SINCERELY;
SAMUEL PHELPS
AS GARFIELD COUNTY SURVEYOR
County Courthouse Bldg.
109 Eighth Street
Glenwood Springs, CO 81601
(970) 945-1377, Ext. 2510
Samuel Phelps
Garfield County Surveyor
Private Office
214 E. Eighth Street , Ste. 210
Glenwood Springs, CO 81601
PH: (970) 928-8233 FAX: (970) 945-8565
Received from:
JOHN C. KEPHART & CO.
GRAND 11\CTION
LARRATORIH
m,won`*^vsmus ^ pxomsm,�om *
Barton Porter
PO Box 1731
Rifle, CO 81650
ANALYTICAL REPORT
GRAND JUNCTION, COLORADO 81501
3733 water
Customer No. Laboratory No Sample
2/10/97 2/12/97
Date Received Date Reported
Sample
Total Coliform Bacteria
7,733 3734
W#1 W#2
10 colonies/100m1 10 colonies/100m1
(unsafe to drink) (unsafe to drink)
NOTES: To be considered "Safe" for human consumption, a public
drinking water must have less than one colony coliform bacteria per
100m1 sample. Chlorination is the most effective treatment.
Director: B. Bauer
Received from:
��
��
���N� 0(����b�O'
[8U JU[TL\ LARATOR
|||
435 NORTH AVENUE ^ PHONE 242-7618
•
• GRAND JUNCTION, COLORADO 81501
ANALYTICAL REPORT
Customer No. Laboratory No Sample
Date Received Date Reported
NOTE: Lower detectiun level for Nitrate is 0.01 mg/l.
Method -from "Annual Book of ASTM Standards," D3867 -90B.
Analyzed 2/12/97. Drinking limit is 10.
Director: D. Bauer
District: III
Road: 314
Permit #: 008-97 D
GARFIELD COUNTY
APPLIATION F O R
DRIVEWAY PERMIT
Application Date 02-11-1997
I, PORTER, BILL (herein called "Applicant"), hereby requests
permission and authority from the Board of County Commissioners to construct a
driveway approach(es) on the right-of-way of Garfield County Road Number 314
adjacent to Applicants property located on the WEST side of the road, a
distance of 4.4 mile(s) from CO RD 314 & CO RD 335 INT for the purpose of
obtaining access to PRIVATE RESIDENCE
Applicant submits herewith for the consideration and approval
of the Board of County Commissioners, a sketch of the proposed instal-
lation showing all necessary specification detail including (1) front-
age of lot along road, (2) distance from centerline of road to
property line, (3) number of driveways requested, (4) width of pro-
posed driveway(s) and angle of approach, (5) distance from driveway
to road intersection, if any, (6) size and shape of area separating
driveways if more than one approach, and (7) setback distance of
building(s) and other structures or improvements.
GENERAL PROVISIONS
FIRST: The Applicant represents all parties in interest, and affirms
that the driveway approach(es) is to be constructed by him for the
bona fide purpose of securing access to his property and not for the
purpose of doing business or servicing vehicles on the road rignt-of-way.
SECOND: The Applicant shall furnish all labor and material_, perf.Drm
all work, and pay all costs in connection with the construction of the
driveways) end its appurtenances on the right-of-way, All work shall
be compleBarr within ail days of the Permit date.
THIRD: The type of construction shall he as designated ancior approved
by the Board of County Commissioners or theLr representative, and all
materials used shall he of satisfactory quality and subject to inspec-
tion and approval of the Board of County Commissioners or thei7
representative.
FOURTH: The traveling public shall be protected during the instal-
lation with proper warning sians and signals and the Board of Count'/
Commissioners and their duly appointed agents and employees shall be
held harmless against any action for personal injury or property
damage sustained by reason of the exercise of the Permit.
FIFTH: The Applicant shall assume responsibility for the removal or
clearance of snow, ice or sleet upon any portion of the driveway ap-
proach(es) even though deposited on the driveway(s) in the course of
the County snow removal operations.
SIXTH: In the event it becomes necessary to remove any right-of-way
fence, the posts on either side of the entrance shall be securely
braced before the fence is cut to prevent any slacking of the remain-
ing fence, and all posts and wire removed shall be turned over to the
District Road Supervisor of the Board of County Commissioners.
SEVENTH: No revisions or additions shall be made to the driveway(s)
or its appurtenances on/ the right-of-way without the written permis-
sion of the Board of Cdunty Commissioners.
EIGHTH: Provisions and specifications outlined herein shall apply on
all roads under the jurisdiction of the Board of County Commissioners
of Garfield County, Colorado, and the Specifications, set forth on the
attached hereof and incorporated herein as conditions hereof.
SPECIAL CONDITIONS
MUST GRAVEL AT LEAST 50 FEET FROM COUNTY R -O -W
15" CULVERT REQUIRED
RESPONSIBLE FOR TWO YEARS FROM DATE OF COMPLETION
In signing this application and upon receiving authorization and
permission to install the driveway approach(es) described herein the
Applicant signifies that he has read, understands and accepts the
foregoing provisions and conditions and agrees to construct the drive-
way(s) in accordance with the accompanying specification plan reviewed
and approved by the Board of County Commissioners.
Witness:
Signed: L '/ %ice
(Signature of .Applicant)
(Address)
(Telephone Number)
PERMIT GRANTED THIS ) 1 DAY OF ` Lia(,L'
1977 SUBJECT TO THE
PROVISIONS, SPECIFICATIONS, AND CONDITIONS STI LATED HEREIN.
For Board of County Coma;_>_,, . of Garfield County, Colorado
BY:
L
SPECIFICATIONS
1. A driveway approach is understood to be that portion of the high-
way right-of-way between the pavement edge and the property line which
is designed and used for the interchange of traffic between the road-
way pavement and the abutting property.
2. At any intersection, a driveway shall be restricted for a suf-
ficient distance from the intersection to preserve the normal and safe
movement of traffic. (It is recommended for rural residence entrances
that a minimum intersection clearance of 50 feet be provided and for
rural commercial entrances a minimum of 100 feet be provided.)
3. All entrances and exits shall be so located and constructed that
vehicles approaching or using them will be able to obtain adequate
sight distance in both directions along the highway in order to maneuver
safely and without interfering with highway traffic.
4. The Applicant shall not be permitted to erect any sign or display
material, either fixed or movable, on or extending over any portion
of the highway right-of-way.
5. Generally, no more than one approach shall be allowed any parcel
or property the frontage of which is less than one hundred (100) feet.
Additional entrances or exits for parcels or property having a frontage
in excess of one hundred (100) feet shall be permitted only after
showing of actual convenience and necessity.
6. All driveways shall be so located that the flared portion adjacent
to the traveled way will not encroach upon adjoining property.
7. No commercial driveway shall have a width greater than thirty (30)
feet measured at right angles to the centerline of the driveway, except
as increased by permissible radii. No noncommercial driveway shall
have a width greater than twenty (20) feet measured at right angles to
the centerline of the driveway, except as increased by permissible radii
8. The axis of an approach to the road may be at a right angle to the
centerline of the highway and of any angle between ninety (90) degrees
and sixty (60) degrees but shall not be less than sixty (60) degrees.
Adjustment will be made according to the type of traffic to be served
and other physical conditions.
9. The construction of parking or servicing areas on the highway
right-of-way is specifically prohibited. Off -the -road parking facil-
ities should be provided by commercial establishments for customers'
vehicles.
10. The grade of entrance and exit shall slope downward and away from
the road surface at the same rate as the normal shoulder slope and for
a distance equal to the width of the shoulder but in no case less than
twenty (20) feet from the pavement edge. Approach grades are restricted
to not more than 10 percent (100).
11. All driveways and approaches shall be so constructed that they
shall not interfere with the drainage system of the street or highway.
The Applicant will be required to provide, at his own expense, drain-
age structures at entrances and exits which will become an integral
part of the existing drainage system. The dimensions of all drainage
structures must be approved by the Board of County Commissioners cr
their representative prior to installation.
NOTE: This permit shall be made available at the site where and when work is
being done. A work sketch or drawing of the proposed driveway(s) must accompany
application. No permit will be issued without drawing, blueprint, or sketch.
<+> GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT <+>
SPECIAL PROVISIONS FOR EXCAVATION OF ROAD SURFACE AND INSTALLATION
PERMIT #: 008-97 D
INSPECTOR:
PERMITTEE: PORTER, BILL
SUB -CONTRACTOR:
1) ANY OVERSIZED MATERIAL (LARGER THAN 10 INCHES IN DIAMETER), THAT
IS NOT UTILIZED IN BACKFILL WILL BE HAULED OFF BY PERMITTEE. FURTHER,
ANY FROZEN MATERIAL WILL BE REMOVED FROM SITE BY PERMITTEE.
2) WHEN A PAVED OR CHIPPED SURFACE IS CUT, IT IS TO BE REPLACED WITH
A MINIMUM TWO INCH (2") HOTMIX ASPHALT PATCH. A TEMPORARY PATCH WITH
COLD MIX ASPHALT WOULD BE ALLOWED, WHICH WOULD BE REPLACED WITH HOTMIX
ASPHALT WHEN THE WEATHER OR AVAILABILITY OF MATERIALS ALLOWS THE WORK
TO BE COMPLETED. AN ASPHALT OR CHIPPED SURFACE CUT WOULD REQUIRE THE
ROAD TO BE STRAIGHT CUT AND SQUARED BY MEANS OF A PAVEMENT CUTTER OR
SAW. A CHIPPED SURFACE CUT WILL REQUIRE A SEAL COAT OF THE PATCH WHICH
WILL BE FULL WIDTH OR HALF WIDTH OF ROADWAY OVERLAPPING EDGES BY TWO
FOOT MINIMUM WHICHEVER IS REQUIRED TO INSURE AN ADEQUATE SEAL OVER THE
UNDISTURBED PORTION OF THE ROADWAY IN THE VICINITY OF THE EXCAVATION.
ASPHALT HOTMIX OR COLD PATCHES WILL BE COMPLETED IN A MAXIMUM OF FIVE
WORKING DAYS, WEATHER PERMITTING.
3) WHEN POSSIBLE ALL INSTALLATIONS SHOULD AVOID THE TOP EDGE OF A FILL SLOPE,
4) INSTALLATIONS IN DRAINAGES SUBJECT TO FLASH FLOODING, WILL HAVE A MINIMUM
BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEAREST ABUTMENT OR WING
WALL.
5) INSTALLATIONS AT CULVERT CROSSINGS WILL BE BURIED BENEATH THE CULVERT
WITH A MINIMUM SEPARATION OF 18 INCHES BETWEEN INSTALLATION AND THE
BOTTOM OF THE CULVERT.
6) OPEN TRENCHES ADJACENT TO THE TRAVELED ROADWAY SHALL BE EACKFILLED
DAILY TO WITHIN 100 OF THE WORKING AREA OF THE TRENCH, AND SHALL BE
BARRICADED WITH WARNING DEVICES AFTER DARK.
7) IN AREAS BEING DISTURBED WHERE VEGETATION IS ESTABLISHED, RET.EEDING WITH
A GRASS AND CLOVER MIXTURE EITHER BY BROADCASTING OR DRILLING, Wl SEED
MIXTURES SUITABLE TO THE CLIMATIC CONDITIONS OR EXISTI`t_,VEGETATION WILL
BE PERFORMED. USE ONLY CERTIFIED WEED -FREE SEED, NOXIOUS WEEDCONTROL
WILL BE ONGOING ALONG WITH REVEGETATION.
8) THE PERMITTEE SHOULD CHECK THE R -O -W OF SURROUNDING LANDOWNERS
IF OTHER PERMITS ARE REQUIRED, I.E. , BLM, FOREST SERVICE,
FOR GARFIELD COUNTY
ILA'5C-
BY PORTER, BILL (PERMITTEE)
Form No.
GWS -25
APPLICANT
OFFICE OF THE STA ENGINEER
COLORADO DIVISIONIWF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
BARTON & BILL PORTER
1070 314 RD
NEW CASTLE CO 81647-
(970) 984-2845
REGISTRATION OF EXISTING WELL
1997
GAFIC Lu LC -MN fY
WELL PERMIT NUMBER 1925 21 -
DIV. 5 CNTY. 23 WD 45 DES. BASIN MD
Lot: Block: Filing: Subdiv:
APPROVED WELL LOCATION
GARFIELD COUNTY
NW 1/4 SW 1/4 Section 17
Twp 6 S RANGE 90 W
6th P.M.
DISTANCES FROM SECTION LINES
1900 Ft. from South Section Line
60 Ft. from West Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDf1lONS OF APPROVAL
1) 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.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless
approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump
Installation Contractors in accordance with Rule 18.
3) This well is recorded, and permit approved, in accordance with CRS 37-92-602(5) for historic use as indicated
herein and described in CRS 37-92-602(1)(b), being a well producing 11 GPM and used for ordinary household
purposes inside one (1) single family dwelling, fire protection, the watering of domestic animals, poultry and
livestock on a farm or ranch, and the irrigation of not more than 22,000 square feet of home gardens and lawns.
4) The date of first beneficial use, as claimed by the applicant is 1960.
APPROVED
JD2
74
',tit V 4.„,01,6
State Engineer
Receipt No. 0395088A
DATE ISSUED FEB 0 9 1996
rr
f i! 4
a !
ii`..,.J.
6y L C /// T
EXPIRATION DATE !/�,{'/,