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HomeMy WebLinkAbout936222 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: Ida A. Peternal Trust October 11, 2007 Book-679 Page-414 Lincoln County November 21, 2007 000745 See attached centerline description 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 1/14/2008 at 12:30 PM RECEIVING # 936222 BOOK: 683 PAGE: 745 JEANNE WAGNER LINCOLN COUNTY CLERK, KEMMERER, WY WILLIAMS FIELD SERVICE CO., LLC BY: ~~h rian Taylor Authorized Agent ACKNOWLEDGMENT STATE OF WYOMING ) ) COUNTY OF SWEETWATER ) The foregoing instrument was acknowledged before me by Brian Taylor, orized Agent for Williams Field Services Company, LLC this O¡#<. day of ,20cØ Witness my hand an official seal. '-- ~11~{( j Notary Public' and for Sweetwater County State of Wyoming . SALLY POOLE, NOTARY PUBUC couNTY OF STATE OF SweETW~TER WYQMING . MY COMMISS ONEXPIRES q -d1-:1ö . My Commission Expires: Of - ;;;.,. l -db { Ò - ~ '- '-' ø I z ~15~ 31 32 32 33 0..,.:5 -,IQ 5-3<w 5w" 000746 (l)N" j w-.!" 0;5-- _ ~15 ~~ n...nn - P n T nN ~ ID Zz CHAMPLIN 285 C-4 ~ ~/ wwl ~-,-~a.:1~~;~·;n'4n" RT - ~zo.. ::IN(I) (l)1-"!'~ ~J~'~~~;'?7~4?" RT ~~ÑID T\f~ - I') ~~d ~-'- '!;t3~~.,n~;~' 40" I T. a. < 1D5b / ?\~.:I U ..:-J. ~n~~~~?~;'~'~~" IT. 7~' CI V> ~ '¡;<J ZV> 0 ~.,:~:4* ~.3"4 E1 I?" RI~FR (Em) 'O~" ::>< z ~ 00:: ~ ~ u.(D WILSON RANCH UNIT 442 32E ~<o{ \ \z N\~ 01~~ ....¡~. :Þ-~lJI + 0110 . ---- ~ \ \ \ 31 32 \ 32 \ 33 T-20-N I 01=== T -19-N FOUND ~ì 6 5 BRASS CAP 4 ('.I LJ~ 0+00 = P.O.T. 1200.9' - 4 1/2" O.D. X .156" W.T., ,.j ~ T"" I -i...... ON ERW, GR X-42 + ó~ < CHAMPLIN 285 C-4 ---I--- ('.I ... COA TING: PLEXGUARD ~ T"" ""B~· IJ , !!:I 1"1 o::t'! CL N WIO 3"-600# VALVE ASSEMBLY 2" METER RUN OUTLET V>T"" T"" -+ SEE DWG. STD-D-1-2017 + SEE DWG. STD-B-1-1035 0::('.1 0 ... !!:I SUBDIVISIOO IIVNER fEET HILES ACRES RODS APPLICATION DVG. x 0+00 TO 12+16.2 IDA PETERNAL TRUST 1216.2 0,230 0.838 73.709 .. ; :0 c ~ .. 1 1/4/08 SRH AS CONSTRUCTED 1059409 BS :> II! NO. DATE BY DESCRIPTION "'.O.NO. CHK. APP. NO. DATE BY DESCRIPTION "'.O.NO. CHK. APP. INFO DRAFTING BY DATE STATE' \lYOMING ~ RELD ~~HEC?!'!!!}=C-'I' DRA\lN BY SRH 1/4/08 COUNTY' LINCOLN RI\I #. 7757 MOXA ARCH GATHERING SYSTEM CHECKED BY BS 1/4/08 METER #, - EOG - ~ILSON RANCH UNIT 442-32E SURVEYED' 12/11/07 APPROVED BY LP 1/7/08 0+00 = P.O,T, ON CHAMPLIN 285 C-4 ENGINEER BY DATE (REF. D~G. 12A786,Q-23-l) \lY\I #, SEC, 32, T -20-N, R-112-~, 6th PM BlM on", DESIGNED BY SCALE. 1'=1000' SHEET REV DWG NO. 12A 786,0-28-1 ....L 1 DF" PROJ. APPROVED \J.D. NO. 1059409 1 January 7, 2008 000747 Williams Field Services Company L.L.C. Moxa Arch Gathering System Wilson Ranch Unit 442-32e Crossing a portion of Ida Peternal Trust Property Section 32, Township 20 North, Range 112 West, 6TH PM, Lincoln County, Wyoming A strip of land 30 feet wide across a portion of Section 3 2, Township 20 North, Range 112 West, 6th PM, Lincoln County, Wyoming, being 15 feet each 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 32, said point bears North 39°7'33" West a distance of 1412.0 feet from the East quarter corner of said Section 32; Thence South 48°1'29" East a distance of 93.4 feet; Thence South 26° 1 0'49" East a distance of 318.8 feet; Thence South 4°43'6" East a distance of 461.3 feet; Thence South 25°36'47" East a distance of 191.6 feet; Thence South 36°42'43" East a distance of 151.1 feet to the end of the line at a point located in the Northeast quarter of the Southeast quarter of said Section 32: said point bears North 9°34'59" West a distance of2674.6 feet from the Southeast corner of said Section 32. The length of the above describes survey line is 1216.2 feet, or 73.709 rods, or 0.230 miles. Dwg. No. RlW No. 12A786.0-28-1 7757 °Neò ~eCe"\ 'L\)\)~ ~'p.~ ~ '\ ~~'(}.~ . ~\'O ~\~ D:\Drawings\RockyMtn\New Completed Drawings\I-4-2008 Filed\12A 7860-28-1.doc