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Home My WebLink About937292 ;1) .(....~ ,/, /l"'''''' STATE OF WYOMING ) ) Ss. ) RECEIVED 3/3/2008 at 12:30 PM RECEIVING # 937292 BOOK: 688 PAGE: 390 JEANNE WAGNER LINCOLN COUNTY CLERK, KEMMERER, WY Right of Way and Easement COUNTY OF LINCOLN òO,)390 Agreement made this /Sj~ay of August, 2006, between LARSON HEREFORD RANCH, a limited partnership and Arnold A. Larson, trustee of the CATHERINE N. LARSON TRUST, all of 498 Larson Lane, P.O. Box 44, Opal, WY 83124, hereinafter referred to as Grantor, and QUESTAR OVERTHRUST PIPELINE COMPANY, a corporation organized under the laws ofthe State of Utah and registered to do business in Wyoming, doing business at P.O. Box 45360, Salt Lake City, Utah 84145-0360, hereinafter referred to as Grantee. SECTION ONE RIGHT OF WAY In consideration of the sum ofTEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION, the receipt of which is hereby acknowledged, Grantor hereby grants, sells, and conveys to Grantee, its successors and assigns, a right of way for the purposes of laying, constructing, operating, inspecting, maintaining, protecting, replacing and repairing a pipeline thirty- six (36) inches in diameter for the transportation of oil, natural gas, petroleum products, and gases, or mixtures of any of the foregoing together with the right of ingress and egress along the defined right-of-way, at a location and on a route to be selected by Grantee and approved by Grantor, on, in, over, and through the said land on a right of way not to exceed 50 feet in width with said 50 feet in width being 25 feet on the East side and 25 feet on the West side ofthe centerline ofthe pipeline constructed on the following-described land in Lincoln County, State of Wyoming as described below: A strip of land, in three (3) parts, 50.00 feet in width, situated in the West half of Section 1, Township 20 North, Range 115 West and Sections 28 and 33, Township 21 North, Range 114 West, 6th Principal Meridian, Lincoln County, Wyoming, the centerline thereof being more particularly described as follows: PART 1 '....F Commencing at the Southwest comer of Section 1, Township 20 North, Range 115 West, 6th P.M., a found stone in a fence comer; thence South 89°11 '57" East along the South line of the Southwest quarter of said Section 1, a distance of 261.23 feet to the centerline of a 50.00 foot easement for the Questar Overthrust pipeline, said point being the true point of beginning; thence along the said centerline the following (6) six courses: 1) North 16°08'10" East a distance of 1439.06 feet; 2) North 09°05'00" East a distance of 983.37 feet; 3) North 35°55'00" West a distance of 431.91 feet; 4) North 06°54'56" East a distance of321.08 feet; 5) North 26°51'58" East a distance of730.30 feet; 6) North 28°37'24" East a distance of 14.40 feet to the point of tenninus of said centerline, said point lies South 89°44' 48" East along the North line ofthe Northwest quarter of said Section 1, a distance of689.16 feet trom the Southwest comer of Section 33, Township 21 North, Range 115 West, 6th P.M., a found 19403.5" GLO brass cap. I ¡ 7./ PARTll Commencing at the Southwest comer of Section 33, Township 21 North, Range 114 West, 6th P.M., a found 1943 GLO 3.5" brass cap; thence South 89°43'19" East along the South line ofthe Southwest quarter of said Section 33, a distance of689.16 feet to the centerline of a 50.00 foot easement for the Questar Overthrust pipeline, said point being the true point of beginning; thence along the said centerline the following (5) five courses: 1) North 28°37'24" East a distance of693.51 feet; 2) North 28°13' 47" East a distance of735.80 feet; 3) North 31 °40'29" East a distance of 3288.85 feet; 4) North 27°51 '23" East a distance of 1220.61 feet; 5) North 20°21' 43" East a distance of 1707.13 feet to the point oftenninus of said centerline, said point lies North 52°24'06" East a distance of 2191.62 feet trom the South EasementlLaarsonlQuestar Overthrust 2005\Easement Final 8.9.06 Page 1 of 6 / ÜO~39j. quarter corner of Section 28, Township 21 North, Range 114 West, 6th P.M., said corner calculated from the 1904 BLM resurvey plat. PART III Commencing at the Northwest corner of Section 28, Township 21 North, Range 114 West, 6th P.M., a found stone; thence South 00°10'00" East along the West line of the Northwest quarter of said Section 28, a distance of 2640.00 feet and South 75°39'17" East a distance of 4358.84 feet to the centerline ofa 50.00 foot easement for the Questar Overthrust pipeline, said point being the true point of beginning; thence along the said centerline the following (4) four courses: 1) North 20°21 '43" East a distance of362.25 feet; 2) North 10°16'25" West a distance of659.27 feet; 3) North 45°32'51" East a distance of 149.68 feet 4) North 07°48'04" East a distance of65.84 feet to the point ofterminus of said centerline, said point lies South 88°58'00" West a distance of862.54 feet and South 00°21 '00" East along the East line of the Northeast quarter of said Section 28, a distance of 2407.42 feet from the Northeast corner of Section 28, Township 21 North, Range 114 West, 6th P.M. a found aluminum cap. The total length of pipeline right-of-way across Arnold A. Larson lands, as described above is 12,803.06 feet or 775.94 rods. Such land is referred to herein as the premises and the right of way across those premises is referred to herein as the "right of way." The portion ofthe right of way located between the Roberson Ditch (stationing 1413 +53) and the South Side Ditch (stationing 1365 +67), as described more fully on exhibit A which is incorporated herein by this reference, shall hereinafter be referred to as the "Meadow." SECTION TWO INGRESS AND EGRESS Grantee shall not have the use of existing roads within the premises of Grantor for ingress or egress at any time unless otherwise provided herein. All activities of Grantee on the premises, including but not limited to ingress and egress, shall be limited solely to the pipeline right of way and expanded work space. SECTION THREE CERTIFIED PLAT Within one (1) year ofthe date on which Grantor executes this Right of Way and Easement, Grantee shall record in the Office ofthe Lincoln County Clerk, a certified plat that is completed by a registered Wyoming land surveyor. A copy of that plat, which shall detail the exact location of the pipeline as built and its location within the right of way shall be provided to Grantor within the same time. SECTION FOUR TERM OF RIGHT OF WAY AND RECONVEYANCE All rights and privileges granted herein shall terminate if Grantee fails to complete initial construction of the portions of said pipeline lying within the right of way by May 31, 2007, or if Grantee fails to maintain and operate said pipeline by transporting product therein for a period of more than twenty-four (24) consecutive months. Grantee may at any time permanently abandon said right-of-way upon receipt and acceptance of any necessary approvals. Upon such abandonment, Grantee shall execute and record a reconveyance and release hereof, whereupon this right-of-way and easement and all rights and privileges herein mutually granted shall be fully canceled and terminated except those set forth in Sections Sixteen and Seventeen below. On the termination of the rights granted herein, whether as set forth under this section or otherwise, Grantee shall execute and deliver to Grantor, within forty five (45) days after service of Easement\Laarson\Questar Overthrust 2005\Easement Final 8.9.06 Page 2 of 6 JL "0· "'-92 !" ..; ." "\"1" " '."..,' 'CV""., a written demand therefor, a good and sufficient quitclaim deed to all rights hereby granted. Should Grantee fail or refuse to deliver such deed to Grantor, a written notice by Grantor reciting the failure or refusal of Grantee to execute and deliver such deed, and tenninating this grant, shall, after thirty (30) days rrom the date of recording of such notice, be conclusive evidence against Grantee and all persons claiming under Grantee of the tennination of this grant. SECTION FIVE DRIPS, VALVES AND SURFACE INSTALLATIONS Grantee agrees that no drips or valves shall be placed on any pipeline where that pipeline passes through the premises. Grantee shall have no right to locate any surface installation on any part of the pipeline right of way, or to fence the whole or any part thereof, except Grantee shall be allowed to install pipeline location markers and cathodic protection equipment, provided that Grantee shall not be allowed to place pipeline location markers or cathodic protection equipment in any area used for the production of hay or the meadow except the pipeline location may be marked in hay meadows where it crosses beneath fences and at the railroad crossing as required by the Department of Transportation. SECTION SIX NO ADDITIONAL PIPELINES, TELEPHONE LINES, OR OPTIC FIBER CABLES Grantee shall have the right to place only one (1) pipeline that is not larger than thirty six (36) inches in diameter within the pipeline right of way. Grantee shall not have the right to change the size or install any additional or larger pipelines, telephone lines, optic fibers or any other item except the cathodic protection for the pipeline identified herein within the right of way. SECTION SEVEN PATROL OF PIPELINE FOR MAINTENANCE Grantee shall notify Grantor by telephone at the number provided below, or by mail at address provided below not less than ten (10) days before entering the premises of right of way for purposes of conducting activities that will result in substantial disturbance ofthe ground. Grantee shall compensate Grantor for any future surface damage caused by Grantee when conducting such activities and shall make all repairs in the surface after such activities. Failure of Grantee to make such notification shall be deemed a trespass except in case of an emergency at which time Grantee shall notify Grantor, as set forth above, of such entry as soon as practicable. Such notice shall be given to Grantor at 307-877-3610, in person or via certified mail, return receipt requested at P.O. Box 44, Opal, WY 83124. Grantor may update this contact infonnation by way of written notice to Grantee at P.O. Box 45360, Salt Lake City, Utah 84145-0360. Should Grantor assign this Right of Way and Easement, any successors or assigns shall notify Grantee of current contact information. Absent such notification, Grantee will have no obligation to make any notifications under this section. SECTION EIGHT NO REMOVAL OF PIPELINE Upon the tennination of this right of way or upon the abandonment ofthe pipeline placed therein, Grantee shall have the option to leave all pipe in place or to remove said pipe unless there are specific regulations put in place by a regulatory agency that requires removal without any other alternative. If Grantee removes said pipe, Grantee shall be responsible for damages to Grantor's property. SECTION NINE GRANTOR'S RIGHT TO USE SURFACE Grantor reserves the right to fence the whole of any part of the boundaries of the pipeline right of way, and the right to build fences crossing such right of way. Grantor further reserves and shall have the right to fully use and enjoy the premises and the boundaries of the pipeline right of way for his ranching operation and any other reasonable use thereon including roads except for such use as may unreasonably interfere with the exercise by Grantee ofthe rights granted herein. Grantor Easement\Laarson\Questar Overthrust 2005\Easement Final 8.9.06 Page 3 of 6 ÙOV39:3 shall not construct or pennit to be constructed any reservoir, excavation, change in surface grade, structure, or obstruction on, over, along or within said right of way without Grantee's prior written consent. Grantor shall comply with all existing Wyoming State Laws prior to any excavation or digging within the right of way granted herein. SECTION TEN GENERAL DEPTH OF BURIAL OF PIPELINE In the Meadow, Grantee shall bury the top of the pipe in the pipeline a minimum depth of forty-eight (48) inches below the lowest point of the original ground on the two sides of the ditch in which the pipeline is laid and a minimum depth of forty-eight (48) inches below the lowest point of the original ground where any pipeline is installed by boring as it is agreed that Grantor is intending to and shall be allowed to use the surface area of the right of way for còntinuation of his ranching operations and any other reasonable use thereon. In the remainder of the right of way, Grantee shall bury the top of the pipe in the pipeline a minimum depth ofthirty (30) inches below the lowest point ofthe original ground on the two sides of the ditch in which the pipeline is laid as it is agreed that Grantor is intending to and shall be allowed to use the surface area of the right of way for continuation of his ranching operations and any other reasonable use thereon. . SECTION ELEVEN DEPTH OF BURIAL OF PIPELINE UNDER DITCHES In the Meadow, Grantee shall bury the top ofthe pipe in pipeline a minimum depth of sixty (60) inches below grade of the lowest point of any ditch or irrigation canal that the pipeline crosses. Such depth shall be maintained for at least ten (10) feet on each side ofthe ditch or irrigation canal bank. In the remainder of the right of way, Grantee shall bury the top of the pipe in pipeline a minimum depth of sixty (60) inches below grade of the lowest point of any ditch or irrigation canal that the pipeline crosses. Such depth shall be maintained for at least ten (10) feet on each side ofthe ditch or irrigation canal bank. SECTION TWELVE DEPTH OF BURIAL OF PIPELINE UNDER ROADS Under the road crossing shown at station 1363 + 33 on Exhibit A, Grantee shall bury the top of the pipe in pipeline a minimum depth of sixty (60) inches below grade of the road. Such depth shall be maintained for at least ten (10) feet on each side ofthe road. SECTION THIRTEEN DEPTH OF BURIAL OF PIPELINE UNDER RIVERS Grantee agrees to initially install the pipeline under the river by using a boring method and in conjunction with said boring operation, shall assure the top of the pipe in the pipeline is a minimum depth of six (6) feet below grade of the lowest point of any river or creek that the pipeline crosses. Such depth shall be maintained for at least fifteen (15) feet on each side ofthe river or creek bank. SECTION FOURTEEN PROTECTION AND MAINTENANCE OF FENCES Grantee shall have the right to cross fences on the premises whenever such crossing shall be necessary in the construction of its pipeline or pipelines on the premises; however, Grantee shall maintain a proper enclosure at all times and restore such fences to their condition prior to crossing immediately as Grantor shall be entitled to use the premises for grazing livestock during construction. Grantee shall hold harmless and indemnify Grantor for any and all livestock loss that is incurred by Grantor at any time that Grantee is accessing said easement, whether it be for construction, restoration, maintenance or emergency repairs when such loss is due to the failure of Easement\LaarsonlQuestar Overthrust 2005\Easement Final 8.9.06 Page 4 of 6 / 'GOii394 an enclosure of fence that Grantee is using or used for such access. If a loss occurs, Grantor shall notify Grantee as soon as practicable and shall not dispose of any livestock, if Grantor can control such disposal, until Grantee has been notified and has an opportunity to review said loss. SECTION FIFTEEN LIABILITY FOR DAMAGES TO CROPS & IMPROVEMENTS Grantee agrees to pay Grantor for all damages suffered by Grantor as a result ofthe exercise by Grantee of rights granted herein, included but not limited to reasonable damages to growing crops, fences, or improvements on the premises caused by laying the pipeline hereunder. SECTION SIXTEEN HAZARDOUS WASTES In the event that an authorized governmental agency or court orders Grantee to remove hazardous wastes ftom the easement area or the facilities arising out of Grantee's construction, operation and maintenance or abandonment of the facilities, Grantee will indemnify, defend and hold hannless Grantor ftom and against any and all costs, including but not limited to any legal defense costs associated with legal or administrative proceedings concerning any related allegations, costs arising ftom the clean-up and remediation set forth in said orders or decisions. This paragraph shall survive the abandonment, release and termination of the agreement. SECTION SEVENTEEN INDEMNIFICATION OF GRANTOR Grantee shall indemnify, defend and hold hannless Grantor from and against any and all loss, damage or injury which results ftom the construction, operation and maintenance ofthe pipeline and all facilities appurtenant thereto; provided however, that said loss, damage or injury does not arise out of or result ftom the negligence or willful misconduct of the Grantor, his agents or employees. SECTION EIGHTEEN ENTIRE AGREEMENT The Parties have entered into a Construction Agreement to govern Grantee's activities during the initial construction of its facilities pursuant to this Agreement. Except for the Construction Agreement, this is the entire agreement of the parties. This agreement is not an amendment to or of any prior easement and is independent of any and all other easement. SECTION NINETEEN EFFECT OF AGREEMENT This agreement shall be binding upon the heirs, legal representatives, successors and assigns of the parties hereto. [The remainder of this page is intentionally blank.] EasementlLaarsonlQuestar Overthrust 2005\Easement Final 8.9.06 Page 5 of 6 vOÙ39S IN WITNESS THEREOF, the Parties have executed this agreement the day and year first written above. LARSON HEREFORD RANCH, a limited partnership ~~~~ OLD A. LARSON, General Partner CATHERJNE N. LARSON TRUST æ-r-r~ø~ ARNOLD A. LARSON, trustee STATE OF WYOMING ) ) ss. ) COUNTY OF LINCOLN On this 10th day of August, 2006, before me personally appeared Arnold A. Larson, General Partner and Trustee ofthe CATHERJNE N. LARSON TRUST, known to be the person described in and who executed the foregoing instrument, and acknowledged that he executed the same as his free act and deed. WITNESS my hand and official seal. rÔEÏìRÃÃ. HÑ;~~,:,.~OTAAY ~BUC (¡ COUNTY OF e. it .~ STriTE OF ~ Lg~COLN \,~(;^,~ Ii \NYOMif'!G ~¡ ::~:;~:;,i..;;-Ut! L!~ COMMISSION EXPiRE$ ..~'f3l!7 . ~ J"~"''''._, __ My Commission Expires: ;'ýQ)</07 .1) ð j, /ì 11 () II () '¡OJ ¿\., Ofrt...) NOTARY PUBLIC QUESTAROVERTHRUSTPŒELThŒCOMœANY ~ BY: R.: J. ZObel: anam- Approved: Property~ Properly..LW-- Engln~ Legal~ V.P. Its: Engineering & Proiect Management STATE OF Ufo.-h- COUNTY OF Sq If Lake- ) ) ss. ) On this ~aay of August, 2006, before me personally appeared If.::;: Z /J.6 e /1 the ll1a'1<vftV'" for QUESTAR OVERTHRUST PŒELINE COMPANY, known to be the p'erson described in and who executed the foregoing instrument, and acknowledged that he/she had the requisite authority to execute such agreement. And that he/she executed the same as the free act and deed of Grantee, QUESTAR OVERTHRUST PŒELINE COMPANY. WITNESS my hand and official seal. NOTARY PUBLI TODD C, CASSITY 1140 West 200 South Salt Lake City, Utah 64104 My Commission Expires October 20. 2006 STATE OF UTAH My Commission Expires: OC.fo¡'·N' '-0/ j.OrJC; . ~~ ;{~ ê. ~ . _) NOTARY PUBliC . - Easement\Laarson\Questar Overthrust 2005\Easement Final 8.9.06 Page 6 of 6 A S 89°43'19" E I 691.49' (TIE) FROM SW CORN R SECTION 33 FOUND 1940 GLO BRASS S 89'48'44" E 258.93' (M) FOUND 1940 J.S- 2 1 GLO BRASS CAP 5: ......... CLOSING CORNER ~ ¿ !'IC'\ ~IX) bN Or-... Z~ S 89'43'19" E 5007.22' (M). TOWNSHIP 21 NORTH TOWNSHIP 20 NORTH N 28'26'46" E 5.71' ;/ N 27"02'58" E 741.81' 1L--N OT05'41" E 313.64' ~r ____ N 35'23'35" W 437.42' / /\F\NOLD LAf~SON BLM BLM SECTION 1 TOWNSHIP 20 NORTH RANGE 115 WEST LINCOLN COUNTY FOUND ALUM CAP REBAR/RLS # 2608 N 09°02'22" E 982.35' 1 OWNERSHIP ARNOLD LARSON B ~î ~'-'" o - " (J) (J)r-... o . , I") 0.- 01") ZC'\ N 14'55'24" E 1431.07' FOUND STONE IN FENCE CORNER 2 S89°11'57"E - - . 2650.72' (M) FOUND STONE 292.64' (TIE) c LEGAL DESCRIPTION A STRIP OF LAND 50.00 FEET IN WIDTH, SllUATED IN THE WEST HALF OF SECTION " TOWNSHIP 20 NOR 11-1 , RANGE 115 WEST, 611-1 PRINCIPAL MERIDIAN, LINCOLN COUNTY, WYOMING; BEING 25.00 FEET LEFT AND 25.00 RIGHT OF 11-IE DESCRIBED PIPELINE, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION I, T 20 N, R 115 W, 611-1 P.M., A FOUND STONE IN A FENCE CORNER, THENCE SOUTH 89' 11' 57" EAST ALONG 11-IE SOU11-I LINE OF 11-IE SOUTHWEST QUARTER OF SAID SECTION 1, A DISTANCE OF 292.64 FEET TO 11-IE CENTERLINE OF A PIPELINE FOR THE OUESTAR OVERTHRUST PIPELINE PROJECT, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE SAID PIPELINE 11-IE FOLLOWING (6) SIX COURSES: 1. NORTH 14' 55' 24" EAST A DISTANCE OF 1431.07 FEET, 2. NOR11-I 09' 02' 22" EAST A DISTANCE OF 982.35 FEET, 3. NOR11-I 35' 23' 35" WEST A DISTANCE OF 437.42 FEET, 4. NOR11-I OT 05' 41" EAST A DISTANCE OF 313.64 FEET, D 5. NOR11-I 2T 02' 58" EAST A DISTANCE OF 741.81 FEET, 6. NOR11-I 28' 26' 46" EAST A DISTANCE OF 5.71 FEET TO 11-IE POINT OF TERMINUS OF SAID PIPELINE, SAID POINT LIES SOUTH 89' 43' 19" EAST ALONG 11-IE NOR11-I LINE OF 11-IE NORTHWEST QUARTER OF SAID SECTION 1, A DISTANCE OF 691.49 FEET FROM 11-IE SOUTHWEST CORNER OF SECTION 33, T 21 N, R 115 W, 6TH P.M. A FOUND 1940 3.5" GLO BRASS CAP. THE TOTAL LENG11-I OF A GAS PIPELINE ACROSS THE ARNOLD LARSON LAND, AS DESCRIBED ABOVE IS 3912.02 FEET OR 237.09 RODS OR 0.74 MILES IN LENGTH AND CONTAINS 195,601 SQ FT OR 4.49 ACRES MORE OR LESS. CERTIFICATE OF SURVEYOR STATE OF WYOMING) COUNTY OF UINTA ) I, DALE E. PETERSON OF THE CITY OF EVANSTON, WYOMING HEREBY CERTIFY THAT THIS EXHIBIT OF THE AS-BUILT PIPELINE FOR THE QUESTAR OVERTHRUST PIPELINE PROJECT WAS MADE FROM NOTES TAKEN DURING AN ACTUAL AS-BUILT SURVEY MADE BY COOK-SANDERS ASSOCIATES, INC., FROM SEPTEMBER THRU NOVEMBER 2006 AND IT CORRECTLY SHOWS THE LOCATION OF THE OF THE PIPELINE. ~.Cr.1cH-~ . ..~...59Ddøtl!9.tL~' Pru~II¡I1.'.rn & Sun"'1HI . '. ~~l(':j1f'Ç'.~~1 : ~~}~J.51 i PRINTED 2 22 200 FOR RE:\1S£D DESCRIPT1O" TO ""eR AS-BUILT lOCAT1O" ""tE nK\l ASÐUILT R['/I[W o PRELIMINARY o DESIGN DEVELOPMENT o BIDDING o CONSTRUCTION þ! APPROVAL o AS BUILT o REVISION SUR V E Y 0 R S NARRATIVE 11-IE PURPOSE OF 11-IIS SURVEY IS TO PROVIDE A AS-BUILT PIPELINE SURVEY FOR THE CONSTRUCTION OF A GAS PIPELINE FOR QUESTAR OVERTHRUST PIPELINE PROJECT, LOCATED IN LINCOLN COUNTY WYOMING. SRH 1 07 OP 4 07 KAC TITlE KAC OVERTHRUST PIPELINE PIPELINE EASEMENT FOR ARNOLD LARSON SURVEY PLAT ûOð396 FOUND 1940 J.S- GlO BRA5S1 CAt 6 A N w* s å :2 c:{ N ~(þ T"" T"" - CI:I r-- o o ~=tt: :!::(9 1.0 z Q~ ww.. >ü~ -Wo wO::::o () IX) W 0::: A .. 0 0 0 C'\ B E 0 0 0 0 0 LO .. 0 c ~ Ii w 0:::: W ::! 0:::::2 Ww ~ü..iZ~ Ø)(9(9~ ~~~ffi w..J ZÜ ~~ .::> o Ü Z ..J o Ü z ::¡ D E BY . DAlE No. DESeRIPT10N DRAWING No. GU/I N 20'11'52" E 1166.16' A A 29 28 32 NOT fOUND 33 N89'08'00"E NOT fOUND 2451,30' (R) BlM RESURVEY 1904 N 20'46'05" E 543.37' 27'42'17" E 1202.42' ~ 'V 0 01 Ii' I~ W ~ c::: OWNERSHIP <C w N 31'44'56" E 803.63' ~ a:: N ::> ARNOLD LARSON ~ co c::: ~ I~ ...- W w ...- M..Z ~ +-' 'l!:twc> ~. A CII (J)C>« ~ B "" N<C ~ffi -.J 0 (J)Q. co 0 W ...J J.U """ £::! a:: "" :tI: Z () 0 '-' N 31'37'43" E 2506,22' N ...- c> Z~ .0 - 'V W. I,() z ~Z r-... Ii) 33 c5 'V '"? :::::> a oj E ww 0 Ii) >ü :;¿ ü 0 I"") z Ii) -w 0 z Wc::: S 0 0 ...J a:¡ 0 A W ü 0::: z :J o o o C'J 8 o o o o o lC) S 89'43'19" E I 691.49' (TIE) FROM SW CORN R C SECTION 33 fOUND 1940 ,5" GLO BRASS C P S 89'48'44" E 258.93' (M) fOUND 1940 3.5" 2 GLD BRASS CAP CLOSING CORNER . o SECTION 28 & 33 TOWNSHIP 21 NORTH RANGE 114 WEST LINCOLN COUNTY c N 28'26'46" E 664.89' S 89'43'19" E 5007.22' (M) TOWNSHIP 21 NORTH TOWNSHIP 20 NORTH AHNOLD LAf<SON DESCRIPTION fOUND 1940 3.5" GLO BRASS CAP ~~ 1 IO-t 6 Q:Q: D A STRIP OF LAND 50.00 FEET IN WIDTH, SITUATED IN THE WEST HALF AND THE NORTHEAST QUARTER OFSEcnON 33 AND THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 21 NORTH, RANGE 114 WEST, 6TH PRINCIPAL MERIDIAN, LINCOLN COUNTY, WYOMING; BEING 25,00 FEET LEFT AND 25.00 RIGHT OF THE DESCRIBED PIPELINE, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 33, T 21 N, R 114 W, 6TH P.M.. A FOUND 1943,GLO 3.5" BRASS CAP, THENCE SOUTH 89' 43' 19" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 33, A DISTANCE OF 691.49 FEET TO THE CENTERLINE OF A PIPELINE FOR THE QUE STAR OVERTHRUST PIPELINE PROJECT, SAID POINT BEiNG THE TRUE POINT OF BEGINNING; THENCE ALONG THE SAID PIPELINE THE FOLLOWING (7) SEVEN COURSES: 1. NORTH 28' 26' 46" EAST A DISTANCE OF 664.89 FEET, 2. NORTH 28' 19' 07" EAST A DISTANCE OF 756.66 FEET, 3. NORTH 31' 37' 43" EAST A DISTANCE OF 2506.22 FEET, 4. NORTH 31' 44' 56" EAST A DISTANCE OF 803.63 FEET, 5. NORTH 27' 42' 17" EAST A DISTANCE OF 1202.42 FEET, 6. NORTH 20' 46' 05" EAST A DISTANCE OF 543.37 FEET, 7. NORTH 20' 11' 52" EAST A DISTANCE OF 1166.16 FEET TO THE POINT OF TERMINUS WHICH LIES ON THE SOUTH RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAILROAD, SAID POiNT LIES NORTH 52' 22' 42" EAST A DISTANCE OF 2189.65 FEET FROM THE SOUTH QUARTER CORNER OF SECTION 28, T 21 N, R 114 W, 6TH P.M., SAID CORNER CALCULATED FROM THE 1904 BLM RESURVEY PLAT. o CERTIFICATE OF SURVEYOR STATE OF WYOMiNG) COUNTY OF UINTA ) THE TOTAL LENGTH OF A GAS PIPELINE ACROSS THE ARNOLD LARSON LAND, AS DESCRIBED ABOVE is 7643,35 FEET OR 463.23 RODS OR 1.45 MiLES IN LENGTH AND CONTAINS 382,168 SQ FT OR 8.77 ACRES MORE OR LESS. I, DAI.£ E. PETERSON OF THE CITY OF EVANSTON, WYOMING HEREBY CERTIFY THAT THIS EXHIBIT OF THE AS-BUILT PIPElINE FOR THE QUESTAR OVERTHRUST PIPELINE P!'OJECT WAS MADE FROM NOTES TAKEN DURING AN ACTUAL AS-BUILT SURVEY MADE BY COOK-SANDERS ASSOCIATES, INC., FROM SEPTEMBER THRU NOVEMBER 2006 AND IT CORRECTLY SHOWS THE LOCATION OF THE OF THE PiPELINE. BAIJdoI-sa-œs SURVEYORS NARRATIVE ~IË.~--=?t' , THE PURPOSE OF THIS SURVEY IS TO PROVIDE A AS-BUILT PIPELINE SURVEY FOR THE CONSTRUCTION OF A GAS PIPELINE FOR QUESTAR OVERTHRUST PIPELINE PROJECT, LOCATED IN LINCOLN COUNTY WYOMING. ~rLfJ1~' \ .,: ",: PHOf'I~') 444-4051 "'~ PRINTED 2 22 200 FOR A REROUTE SRH 6 06 KAC TIIl£ ""'TE B Rl\1S£D DESCR1f'1lON TO MATCH AS-BVLT LOCATION SRH 2 01 KAC o PRELIMINARY C 1M. RE.\ISION OP ~ 01 KAC o DESIGN DEVELOPMENT o BIDDING o CONSTRUCTION Rl\1S1ON þI APPROVAL o AS BUILT No. DESCRIPIION BY IJo\ o REVISION ùOv39S 21 22 FOUND 589'.39'51 "E ALUM CAP - 2638.95' (M) 28 ""' 27 a:: '--' '<t A 0 O'J ~ a:: ::> C/) 0 w 0 a:: ~ ---I QJ 864.53' (TIE) Ií:\ . ~\ "- N 45'55'01" E 147.12' ~~N 10'16'.33" W 651.09' f N 20'06'38" E 369.75' --- --- '~ ROf\D _~W~~Cr"l\ ::.". . ""ì"l.- ..l UNION Pp\v_t/ FOUND STONE 20 21 29 589'41 '02"E - - 2563..37' (M) FOUND STONE . 28 FOUND STONE A ""' a:: '--' _ '<t 1.0 0 ~I~ :ri ~ C"I > Wl~ . ~ ~t NOT FOUND ---___ 5 88'58'00" W 5210.43' (R) 8lM RESURVEY 1904 S75' --- J8'14"c --- ___4.356.28, --- -f!/c) OWNERSHIP --- ___ ARNOLD LARSON BLM 28 B BUvl 29 / 28 N89'08'00"E 2451.30' (R) 8lM RESURVEY 1904 NOT FOUND 06'58'00" E 69.30' 8 o o o ('J A N W*Eg s A NOT FOUND / SECTION 28 TOWNSHIP 21 NORTH RANGE 114 WEST LINCOLN COUNTY C 32 NOT FOUND 33 LEGAL DESCRIPTION D A STRIP OF LAND 50.00 FEET IN WIDTH, SITUATED IN THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 21 NORTH, RANGE 114 WEST, 6TH PRINCIPAL MERIDIAN, LINCOLN COUNTY, WYOMING; BEING 25.00 FEET LEFT AND 25.00 RIGHT OF THE DESCRIBED PIPELINE, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SECTION 28, T 21 N, R 114 W, 6TH P.M., A FOUND STONE; THENCE SOUTH 00' 10' 00· EAST ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, A DISTANCE OF 2530.26 FEET AND SOUTH 75' 38' 14' EAST A DISTANCE OF 4356.28 FEET TO THE CENTERLINE OF A PIPELINE FOR THE QUESTAR OVERTHRUST PIPELINE PROJECT, SAID POINT BEING THE TRUE POINT OF BEGINNING, SAID POINT LIES ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAILROAD; THENCE ALONG THE SAID CONSTRUCTED PIPELINE THE FOLLOWING (4) FOUR COURSES: 1. NORTH ZO° 06' 38" EAST A DISTANCE OF 369.75 FEET, Z. NORTH 10' 16' 33" WEST A DISTANCE OF 651.09 FEET, 3. NORTH 45' 55' 01" EAST A DISTANCE OF 147.12 FEET, 4. NORTH 06' 58' 00" EAST A DISTANCE OF 69.30 FEET TO THE POINT OF TERMINUS OF SAID PIPELINE, SAID POINT LIES SOUTH 88' 58' 00" WEST A DISTANCE OF 864.53 FEET AND SOUTH 00' 21' 00" EAST ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 28, A DISTANCE OF 2407.42 FEET FROM THE NORTHEAST CORNER OF SECTION 28, T 21 N. R 114 W, 6TH P.M. A FOUND ALUMINIUM CAP. THE TOTAL LENGTH OF A GAS PIPELINE ACROSS THE ARNOLO LARSON LAND, AS DESCRIBED ABOVE IS 1237.26 FEET OR 74.98 RODS OR 0.23 MILES IN LENGTH AND CONTAINS 61,863 SQ FT OR 1.42 ACRES MORE OR LESS. CERTIFICATE OF SURVEYOR STATE OF WYOMING) COUNTY OF UINTA ) I, DALE E. PETERSON OF THE CITY OF EVANSTON, WYOMING HEREBY CERTIFY THAT THIS EXHIBIT OF THE AS-BUILT PIPELINE FOR THE QUESTAR OVERTHRUST PIPELINE PROJECT WAS MADE FROM NOTES TAKEN DURING AN ACTUAL AS-BUILT SURVEY MADE BY COOK-SANDERS ASSOCIATES. INC., FROM SEPTEMBER THRU NOVEMBER 2006 AND IT CORRECTLY SHOWS THE LOCATION OF THE OF THE PIPELINE. [5. ! AC:CJOk-5ën:/eI1; ¡J.~:.::n.?Jr' SN..T I.N<E s:m UTNi ~ . ......., (001 3..-.... . . ~~~t}~51 : PRINTED 2 22 2007 FOR RERO\IT[ IYoTE RE'o1SED OCSCRIP11ON TO MATCH AS-BUU LOCATION o PRELIMINARY o DESIGN DEVELOPMENT o BIDDING o CONSTRUCTION þI APPROVAL o I'S BUILT No. DESCRIPTION o REVISION SURVEYORS NARRATIVE o o Lf). ~ 0';- ~ W « 0:: C\I W ~ ~ .;..:,.., o::~ ~ CW') ,.W ~ -."W:Z~ COØ)(9C) - g:;:~~ffi N -J ;:::::* Wu ~ in Z ir5ž Z~ 05 ~Z w- "")::> >~ü 0 -w~ u W 0 Z 00::0 -J W £D 0 cr !i :J c o E THE PURPOSE OF THIS SURVEY IS TO PROVIDE A AS-BUILT PIPELINE SURVEY FOR THE CONSTRUCTION OF A GAS PIPELINE FOR QUESTAR OVERTHRUST PIPELINE PROJECT, LOCATED IN LINCOLN COUNTY WYOMING. SRH 6 06 KAC Tm.£ SRH 2 D7 KAC OVERTHRUST PIPELINE PIPELINE EASEMENT FOR ARNOLD LARSON SURVEY PLAT BY DATE B DRAI\1NG No. RE'o1S1ON