The URL can be used to link to this page

Home My WebLink About919349 / ·'~~t1",'r,..... ..... tf,i: .:,' H~... C00341 This document prepared by: Finn/Company: Address: Address 2: City, State, Zip: Phone: David M. Arno1ds The Pittsburg & Midway Coal Mining Co. 116 Inverness Drive East. Suite 207 Englewood, Colorado 80112 (303) 930-4040 ) ) ) ) ) ) ) ) ) ) --------Above This Line Reserved For Official Use Only---- ----·~RECEIVED 6/15/2006 at 2:06 PM RECEIVING # 919349 BOOK: 623 PAGE: 341 JEANNE WAGNER LINCOLN COUNTY CLERK, KEMMERER, WY Name: After recording return to: Grantees QUITCLAIM DEED (Corporation) For ten dollars ($10.00), and other valuable consideration, cash in hand paid, The Pitts burg & Midway Coal Mining Co., a Missouri corporation and Chevron U.S.A. Inc., a Pennsylvania corporation, both having offices at 116 Inverness Drive East, Suite 207, Englewood, CO 80112 ("Grantors"), convey and quitclaim unto Jim Sessions and Lynn Sessions, husband and wife, as joint tenants, having an address of 1305 5th West Ct, Kemmerer, WY 83101-3926 ("Grantees"), all minerals in the following described real estate, lying in the County of Lincoln, State of Wyoming,: ~) FN-12, as shown on survey map 261-A on record with the Lincoln County Clerk as Receiving No.916795 and more particularly described as follows: A parcel ofland being part of Tracts 72, 73 and 74 of the resurvey ofT. 21N. R.1l6W.,ofthe 6th P.M. Lincoln County, Wyoming and being more particularly described as follows: Commencing at the Wl/4 Comer of Section I of the resurvey ofT. 21N. R.l16W., of the 6th P.M., Lincoln County, Wyoming where is found a standard u.s.a.L.o. brass cap; Thence S 00 01 '39"E, 2641.47 feetto the southwest comer of said Section I where is found a standard u.s.a.L.o. brass cap; Thence S 890 57'51"E, 1756.03 feet to the Point of Beginning of this description. Said point of beginning being a point on the east right of way boundary of Wyoming State Highway 233 and being a point on a curve to the right. Said point being monumented by a 6"x 6" concrete post with a Wyoming Department of Transportation brass cap (herein after referred to as a standard highway R.O.W. marker.) Thence the following seven (7) courses along the easterly right of way boundary of Wyoming State Highway 233. Thence 826.12 feet along the arc of said curve to the right to a point where is found a standard highway R.O.W. marker. Said curve to the left having a central angle of 22058'44", a radius of2059.86 feet and a chord of 820.59' which bears S 12022' 43"W. Thence S 230 51' 46"W, 222.41 feet to a point where is found a CCI, PELS 5465 2" diameter aluminum cap on 5/8' diameter rebar; Thence N 660 08' 14"W, 25.02 feet to a point where is found a standard highway R.O.W. marker; Thence S 230 48' 00" W, 46.95 feet to the point of curvature of a curve to the left where is found a standard highway R.O.W. marker; .....~..,..""....,. . .... . . , -" ';:;'.;\,..'..\..:..,¡..................,. ,', '.1.11,'."-.;_..-:.".,,'..~,,~.":,,>.,..-.--...,~.,..·_·_~_·.., - . . ," ...'.-.,............... . -r-'...,.. .- .-.;.' ~,.,~-'""""',,-- ....~-"'""...._,-"...._.. ."' ,.....,..-.._'~:.,~..'"-."'"_."...'.., ,. ~r.~~~·i:;.¡):~1~Ú\ ~~;!,f;'~!¡~~¡?'.,;:~Il· ¡~ ,>':~tk:~Mm.:~4;·d~ ~~::::::r::;~:m¡;~i~ ~:1~~ ~!;~¡Nifat:*!¡;~ ~;~~~1!Ni~!:tN;:'h:" '..'.'....""'--.;.o,.~...'-"'-........ ""~"""·"'·""""·___"'__<C..·~·"","·~u,,,,·.O;O·:"""""""_=""""~.J-c=_....,;, ...;. ":.' ..,~.¡:;.."-.J-',,., ~,..........:o,.:.~......,.... o.Y .......''''....~,'~".<........"..~..¡."-,~:;...,,.....-,..~._._'''''-.- ..." ....~......'H>.~........._~......__".....,__ a~4'9 091.;..;fU . rOO'·'42 .,1 J Thence 287.59 feet along the arc of said curve to left a point where is found a standard highway R.O.W. marker. Said curve to the left having a central angle of7° 36' 16", a radius of2166.83 feet and a chord of287.38 feet which bears S 19° 59' 37"W. Thence N 73° 12' 41"W, 55.14 feet to a point on a curve to the left. Said point being monumented with a standard highway R.O.W. marker. Thence 168.86 feet along the arc of said curve to the left to a point on the curve where is found a 2" diameter aluminum cap on 5/8" rebar stamped "CCI, PELS 5465, ROWIFN-12, 2005." Said curve to the left having a central angle of 4° 21' 32", a radius of2219.58 feet and a chord of 168.82 feet which bears S 14° 05' 19"W; Thence S 69° 27' 54"E, 20.47 feet to a point west boundary line of that particular parcel ofIand transferred to the City of Kemmerer as recorded in book 210 PR on page 29 on file in the Lincoln County Clerk's Office. Said parcel herein after referred to as the West Side Water Treatment Plant parcel. Thence the following seven (7) courses along the west and north boundary of said West Side Water Treatment Plant parcel. Thence S 69° 27' 54"E, 94.91 feet; Thence N 34° 32' 06"W, 175.43 feet; Thence N 40° 32' 06"E, 118.08 feet; Thence N 55° 02' 06"E, 85.92 feet; Thence N 34° 57' 54"W, 151.35 feet; Thence N 55° 02' 06"E, 34.97 feet; Thence S 34° 57' 54"E, 130.67 feet to a point on the north or west boundary of that particular parcel ofIand transferred to the City of Kemmerer as recorded in book 158 PR, on page 609 on file in the Lincoln County Clerk's Office. Said parcel herein after referred to as the East Side Water Treatment Plant parcel. Thence N 70° 27' 18"E, 122.40 feet to the northerly most comer of said East Side Water Treatment Plant Parcel; Thence S 34° 36' 18"E, 164.84 feet along the northerly boundary of said East Side Water Treatment plant parcel to the northerly most comer of that particular parcel ofIand conveyed to the City of Kemmerer as recorded in book 237 on page 263 on file in the Lincoln County Clerk's Office. Said parcel herein after referred to as the Kemmerer City Hall Parcel. Thence S 66° 36'30"E, 162.12 feet along the northeast boundary line of said Kemmerer City Hall Parcel to a point on a curve to the right on the westerly right of way boundary of U.S. Highway 189. The following six (6) courses being along the westerly right of way boundary of U.S. Highway 189. Thence 199.57 feet along the arc of said curve to the right to a point on the curve where is found a standard highway R.O.W. marker. Said curve to the right having a central angle of 4° 10'53", a radius of2734.55 feet and a chord of 199.52 feet which bears N 29° 18' 36" E. Said point on said curve being a point on the south boundary line of said Tract 74; Thence continuing 393.41 feet along the arc of said curve to the right to the PT of said curve where is found a standard highway R.O.W. marker. Said curve to the right having a central angle of 8° 14' 34", a radius of 2734.55 feet and a chord of393.07 feet which bears N 35° 31' 20"E; Thence N 39° 39' 30"E, 302.24 feet to the point of tangent to spiral of a spiral curve to the left. Said point being monumented by a standard highway R.O.W. marker; Thence 318.93 feet along the arc of said spiral curve to the left to the point of spiral to curve where is found a standard highway R.O.W. marker. Said spiral portion of said curve having a central angle of 4°46' 29" and a chord of318.81 feet which bears N 38°04' 51"E. ~ìi~im*::i~t!¡::;~ f t~!l!:~:~:'~}¡~f " ;, .~~~: . ~. ~¡M:¡'·~:t+/¡~~ ,.t!r.·Mi¡,,!¡~I?'k'l:'?¡1l~ !.I~,d~~ltt~.:;,t· ~~j1i~> '~;~;~¡~~~~~~~r:~r¡; .,.......,.....,.......... '....\'......,' .,,,..'"f:...~:.-'~.-.....~...., ".'1''1_'' ". ,..._"~:.'_~.\·,......T.~..~....,··:_¡ . .;.;........'....1\0.,...__. . '.:.!'....UR!o£·¡;oo-.r "'. '''''''''.;e,~~_.:..,'''.''''';':''J'.~ ""-" .. ,.'- '.,'....~,.;....,......,...,...:~''!.,;'.;..~,..,.'''..\.. ..,.0;'.--.,' .,.,.....".":n., ,',', 091.9349 C00343 Thence 440.50 feet along the arc of said curve to the left to a point on the curve. Said point being monumented by a standard highway R.O.W. marker stamped "ROW POC/TL 31+867.285,-33.500 LT"with other appropriate markings. Said point being a point on the east boundary of said Tract 74. Said curve to the left having a central angle 13° 34'47", a radius of 1858.57 feet and a chord of439.47 feet which bears N 28°04' 02"E; Thence continuing 376.93 feet along the arc of said curve to the left to a point on the curve. Said point being monumented by a 2" aluminum cap on 5/8" rebar stamped "CCI, PELS 5465, ROW/FN-12/FN-ll, 2005." Said curve to the left having a central angle of 11 ° 37'12", a radius of 1858.57 and a chord of376.28 feet which bears N 15° 28'52"E; Thence N 89° 53'04"E, 1283.53 feet to a point on a curve to the right on the east right of way boundary of Wyoming State Highway 233. Said point being monumented with a 2" aluminum cap on 5/8" rebar stamped "CCI, PELS 5465, ROWIFN-121 FN-ll, 2005." Thence 392.51 feet along the east right of way boundary of Wyoming State Highway 233 and along the arc of a curve to the right to the point of beginning. Said curve to the right having a central angle of 10°55'04", a radius of2059.86 feet and a chord of391.91 feet which bears S 4° 35'23"E. Said parcel contains 36.033 acres more or less. Dated this 5~ day of April, 2006. THE PITTSBVRG & MIDWAY COAL MINING CO. CHEVRON V.SA. INC. ~~~ ----- ... -'''¿ / · ·\·.·.·.·....·....,,·.·"1-..-'·.,\·...:,-.-:. T, ,..'..~'~:Lç.;......,-: ...,._'...... p,' .':'.,,"..:,,; _c.,..., f.'-:"...,·,·.W...··~..· .',' ',:_ ~.' .r.:::·'· _ -.' -.' I' .·.·...."ð::'a·t':~..·~:1 '·4.·-"'~r~.l:'''·,.i<lo''r·"t¡f":I,.','''·,_,··.--..._·..·...".,·..~., .,'.:.."..:.,.-r-'...............,..'.,.,,_.\ ....,-'.'..,_ ,......._............,~ .' . STATE OF COLORADO ) ) ss. ) 0919349 coo ~14 4 COUNTY OF ARAPAHOE The foregoing instrument was acknowled~ before me by Judith P. Knapp, as Vice President for The Pitts burg & Midway Coal Mining Co., this ~ day of April, 2006. Witness my hand and official seal. My commission expires: ,,!r"(;/ü<?; ( . ~~ Notary Public ' ' STATE OF COLORADO ) ) ss. COUNTY OF ARAPAHOE ) GRETCHEN KUIPER Notary Public State of Colorado The foregoing instrument was acknowledged before me by Robert G. Utter as attomey- in-fact for Chevron U.S.A. Inc. this ,q~ day of April, 2006. Witness my hand and official seal. My commission expires: 1/ It <{"j 0 '? I f ~~ Notary Public . i GRETCHEN KUIPER Notary Public State of Colorado' ffi::::*f~:::;~¡:¡~1 ! ~:j:.~.:.:~.~~~J ':l~~'t' ':!~:;JL