HomeMy WebLinkAbout946136
00&770
AFFIDAVIT OF EASEMENT AND RIGHT-OF-WAY CENTERLINE DESCRIPTION
WILLIAMS FIELD SERVICES COMPANY, LLC whose address is P.O. Box
21628, Tulsa, Oklahoma 74121, hereinafter referred to as "Affiant", is the Grantee of an
Easement and Right-of-Way identified and described as follows:
Grantor:
Date Signed:
Recorded:
Date Recorded:
DJR Land & Livestock L TD
January 14, 1994
Book-345PR Page-159 Lincoln County
February 9, 1994
See attached centerline description
Replaced existing 2" pipeline with 4" pipeline
Affiant states that in accordance with Wyoming Statute Section 34.1-141 (1980) the
description of the herein above Easement and Right-of-Way is the surveyed centerline
description.
RECEIVED 3/26/2009 at 10:05 AM
RECEIVING # 946136
BOOK: 718 PAGE: 770
JEANNE WAGNER
LINCOLN COUNTY CLERK. KEMMERER, WY
WILLIAMS FIELD SERVICE CO., LLC
BY: ~'1~ ¿,
rian Taylor
Authorized Agent
ACKNOWLEDGMENT
STATE OF WYOMING )
)
COUNTY OF SWEETWATER )
The foregoing instrument was acknowledged before me by Brian Taylor,
Authorized ,Agent for Williams Field Services Company, LLC this 24't1 day of
·mM/',l.. ,2009.
Witness my hand an official seal.
Q9CU
Notary Pub in and for Sweetwater County
State of Wyoming
~~y POOLE NOTARY PÜ8uc
cQu.NTY-OF ,
SWEÈTWA,:rE. R ST..'A:rE QF
" ÆOMING
MYcor.wlSSION EXPIRES '-1c}/~ /0
My Commission Expires:
q -d-/ -&(()
"'" L-
""''''''
000771
.j.j
.j4
I.:i
Z
:XL...
¡5c
IEI.:E
,II.
S.-4.s:
~>.......
VI\D~
~LoI>M
1:I~J¡!!1
W..=!;¡:
(I)~ I.
~ <[CQ!Q)
..,..-: lEI LoI Q)
LoIZZ'Z
Q!"'
<[..JO\-
...VI
VI:J:1Q!
~l-l-oC[
Zi3-,,~
(;2(1)"'"
<[~U
LoIZLol
IEICVI
..J
¡;j<[
I-
C
Z
T-20-N
T 19 N
5
4
4
3
Received
FEB 2 :3 2009
R~ght"ot..way
5
4
+ ~
.
0 a..
(Y)'
, (Y) <[
(J\' U
1I1(J\
o C\J ¡::(I)
0000 Z(I)
\D :J<[
00::
LL:J:I
4
3
FOUND
9 ALUM CAP
FOUND
ALUM CAP
9
10
8
c
....
~
~
II.
0+00 = P.O.T.
ON
GREEN RIVER 2
1468.3' - 4 112' O.D. X .156' \v',T.,
ER\v', GR X -42
COA TING. PLEXGUARD
o
....
00
+
v
-
.
C\J
"':,
-1-
qv
W
'""~
O::(U
b!M
_00
0::+
"'"
-
3'-600# VALVE ASSEMBLY
SEE D\v'G, STD-D-1-2017
I"-
cù
-
+
o
2' METER RUN OUTLET
SEE D\v'G. STD- B-1-1035
I!.
~
;
~
SUBDIVISIDN
0+00 TO 14+83.2
O'WNER
DJR lAND AND LIVESTOCK lTD
fEET
1483.2
HILES
0,281
ACRES
1.021
RODS
89.891
APPLICATION D'WG.
~
~ 1 2/17/09 SRH
II! NO. DATE BV
AS CONSTRUCTED
DESCRIPTION
1060664 BS
'J.O.NO. CHK. APP. NO. DATE BV
DESCRIPTION
INFO DAAF11NG BY
R/IJ III 8914 DRAIJN BV SRH
METER III 92542 CHECKED BV BS
SURVEYEDI 2/6/09 APPROVED BY lP
IJVIJ II' ENGINEER BY
BLM OFF' DESIGNED BY
PROJ. APPROVED
DATE STAT[¡ IJYOMING
COUNTY' LINCOLN
2/17/09
2/17/09
2/23/09
Williams Field Services Co. LLC
DATE
MOXA ARCH GATHERING SYSTEM
BP AMERICA - GREEN RIVER FEE 4
0+00 = P.D.T. ON GREEN RIVER 2
(REF. D\v'G. lOA 786.0-5-1)
SEC. 4, T-19-N, R-112-\v', 6th PM
SCALE' 1'=1000'
\'/,0, NO. 1060664
DWG NO.
lOA 786,0-7-1
S E REV
1
DF" 1
1
OOô772 March 24, 2009
Williams Field Services Company L.L.C.
Moxa Arch Gathering System
Green River Fee 4
Crossing a portion of DJR Land and Livestock L TD Property
Section 4, Township 19 North, Range 112 West, 6TH PM,
Lincoln County, Wyoming
A strip ofland 50 feet wide across a portion of Section 4, Township 19 North, Range 112 West,
6th PM, Lincoln County, Wyoming, being 15 feet on the easterly side and 35 feet on the westerly side,
measured at right angles from the following described survey line, which is the centerline of an existing
4 1/2 inch diameter pipeline:
Beginning at a point located in the Southeast quarter of the Northeast quarter of Section 4, said
point bears North 68°59'30" West a distance of 829.3 feet from the East quarter corner of said Section 4;
Thence South 54°5'28" East a distance of 171.5 feet;
Thence South 9°53'28" East a distance of305.9 feet;
Thence South 8°41 '45" East a distance of 641.9 feet;
Thence South 8°32'43" East a distance of 192.0 feet;
Thence South 8°14'2" East a distance of 172.0 feet to the end of the line at a point located in the
Northeast quarter of the Southeast quarter of said Section 4: said point bears North 55°48'23" East a
distance of2703.0 feet from the South quarter corner of said Section 4.
The length of the above describes survey line is 1483.2 feet, or 89.891 rods, or 0.281 miles.
Dwg. No.
RIW No.
10A786.0-7-1
8914