HomeMy WebLinkAbout947041WHEN RECORDED MAIL TO:
Western AgCredit, PCA
P.O. Box 95850
South Jordan, Utah 84095-0850
RECEIVED 5/11/2009 at 12:56 PM
RECEIVING # 947041
BOOK: 722 PAGE: 623
JEANNE WAGNER
LINCOLN COUNTY CLERK, KEMMERER, WY
wO623
Customer Number: 0007000532
Space Above This Line For Recorder's Use
RELEASE OF MORTGAGE
That certain mortgage dated August 14, 2008, executed by TEICHERT BROTHERS, LLC, a Wyoming
Limited Liability Company in favor of Western AgCredit, PCA, recorded August 29, 2008, in Book 703, at
Page 680, as Entry No. 941770, of official records of the County of Lincoln, State of Wyoming is hereby
discharged.
FOR DESCRIPTION OF REAL PROPERTY SEE EXHIBIT "A" ATTACHED HERETO AND MADE A
PART HEREOF
IN WITNESS WHEREOF, Western AgCredit, PCA, as mortgagee, has caused this instrument to be executed as to
the aforesaid mortgage.
Dated: May 1, 2009
Notary Acknowledgment:
STATE OF ~,(~-D•bl )
ss.
COUNTY OF 1j0t+ U x44
Western AgCredit, PCA
By:
David G. Brown
Vice President - Credit Services
On this rq1-K day of ✓Ka!j , 200q , before me, the undersigned Notary Public in and for said County and
State, personally appeared DAVID G. BROWN ( ) personally known to me ( ) proved to me on the basis of satisfactory
evidence to be the person(s) who executed the within instrument as VICE PRESIDENT - CREDIT SERVICES, or on
behalf of the corporation therein named, and acknowledged to me that the corporation executed the within instrument
pursuant to its by-laws or a resolution of its board of directors.
NOTARY PUBLIC
CHRISTINE HUNT
10990 South Jordan Gateway
South Jordan, UT 84098
COMMISSION EXPIRES
07/02/2011
STATE OF UTAH
WITNESS my hand and official al seal
V, Li.O-Ibw IC~ kVT
Notary Public in and for said County and State
WAC 1236 (12/04) Deed of Reconveyance
EXHIBIT "All
006624
(WEST PARCEL)
A TRACT OF LAND LOCATED IN TRACTS 57, 66, 67, 68, 69, 70, 71, AND 72, TOWNSHIP 24 NORTH, RANGE 119 WEST,
6TH P.M., LINCOLN COUNTY, WYOMING, SAID TRACT BFING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT CORNER NO.4 OF SAID TRACT 70, THE ORIGINAL STONE MONUMENT, AND RUNNING THENCE
SOUTH 89°55'06" EAST, 466.71 FEET ALONG THE NORTH LINE THEREOF TO THE CENTERLINE OF THE UTAH LINE -
COKEVILLE COUNTY ROAD NO, 1.2-207, AS SAID ROAD 15 DESCRIBED IN THAT GRANT OF EASEMENT FILED IN
BOOK 120PR ON PAGE 509 OF THE LINCOLN COUNTY RECORDS;
THENCE NORTH 27°58'04" EAST, 258.62 FEET ALONG SAID CENTERLINE TO THE POINT OF CURVATURE OF A
CURVE TO THE RIGHT HAVING A RADIUS OF 13,749.95 FEET;
THENCE 927.93 FEET ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF
03°52'00", THE LONG CHORD OF WHICH BEARS NORTH 29°54'04" EAST, 927.75 FEET TO A POINT TANGENT;
THENCE NORTH 31050'04" EAST, 123.82 FEET ALONG SAID CENTERLINE TO THE POINT OF CURVATURE OF A
CURVE TO THE LEFT HAVING A RADIUS OF 954.94 FEET;
THENCE 276.58 FEET ALONG THE ARC OF SAID CURVE AND SAID CENTERLINE THROUGH A CENTRAL ANGLE OF
16935'40", THE LONG CHORD OF WHICH BEARS NORTH 23°32'14" EAST, 275.61 FEET, TO A POINT LYING ON THE
NORTH LINE OF SAID TRACT 71;
THENCE SOUTH 89"4T40" EAST, 78.67 FEET ALONG SAID NORTH LINE OF TRACT 71 TO CORNER NO.3 OF TRACT
83. A 2-'/s" ALUMINUM PIPE WITH A 3-'/4" ALUMINUM CAP INSCRIBED "LS 2500" AND APPROPRIATE DETAILS;
THENCE CONTINUING ALONG SAID NORTH LINE OF TRACT 71, SOUTH 89°50'53" EAST, 1323.01 FEET TO CORNER
NO. 1 THEREOF (ALSO CORNER NO.4 OF SAID TRACT 68) A 2-%:" ALUMINUM PIPE WITH A 3-%" ALUMINUM CAP
INSCRIBED "LS 2500" AND APPROPRIATE DETAILS;
THENCE NORTH 89019'02" EAST, 1096.19 FEET ALONG THE NORTH LINE OF SAID TRACT 68 TO THE WESTERLY
RIGHT-OF-WAY LINE OF THE OREGON SHORT LINE RAILROAD AS SAID RIGHT-OF-WAY WAS ESTABLISHED FROM
RAILROAD ALIGNMENT PLANS AT 100' WESTERLY OF THE CENTERLINE OF THE MAIN TRACK;
THENCE SOUTH 18°36'49" EAST, 2897.34 FEET, MORE OR-LESS, ALONG SAID RIGHT-OF-WAY LINE TO THE NORTH
LINE OF TRACT 67;
THENCE NORTH 88020'03" EAST. 44.16 FEET ALONG SAID RIGHT-OF-WAY LINE AND THE NORTH LINE OF SAID
TRACT 67 TO AN EXISTING FENCE LINE;
THENCE SOUTH 18037'42" EAST, 2076,95 FEET ALONG SAID RIGHT-OF-WAY LINE AS EVIDENCED BY THE EXISTING
FENCE LINE;
THENCE SOUTH 72°43'16" WEST, 38.81 FEET ALONG SAID EXISTING FENCE AND RIGHT-OF-WAY LINE;
THENCE SOUTH 18°33'49" EAST, 3384.79 FEET ALONG SAID EXISTING FENCE LINE AND RIGHT-OF-WAY LINE TO A
POINT ON THE SOUTH LINE OF TRACT 66, SAID POINT LYING SOUTH 88°51'36" WEST, 192.88 FEET FROM CORNER
NO.6 OF SAID TRACT 66;
THENCE SOUTH 88051'36" WEST, 1102.66 FEET ALONG THE SOUTH LINE OF SAID TRACT 66 TO THE SOUTHWEST
CORNER THEREOF (CORNER NO. 7 OF TRACT 66), A 3/4" STEEL BAR WITH A 3-I'4" ALUMINUM CAP INSCRIBED
"STANTON G. TAGGART PLS 6386" AND APPROPRATE DETAILS; SAID CORNER LYING ON THE EAST LINE OF SAID
TRACT 57;
[.7lAt, t)40
THENCE NORTH 00°0517" EAST, 1312.72 FEET ALONG THE EAST LINE OF SAID TRACT 57 TO A 516" STEEL BAR
WITH A-1-Y:" ALUMINUM CAP INSCRIBED "STAN TAGGART PLS 6386%
THENCE, LEAVING SAID EAST LINE OF TRACT 57, SOUTH 89.32'51" WEST, 1318,87 FEET TO CORNER NO.4 OF SAID
TRACT 57, A 3/4" STEEL BAR WITH A 3-'/," ALUMINUM CAP INSCRIBED "STANTON G, TAGGART PLS 6386" AND
APPROPRIATE DETAILS;
THENCE CONTINUING SOUTH 89.32'51" WEST, 1319.65 FEET ALONG THE SOUTH LINE OF SAID TRACT 57 TO
CORNER NO.5 OF SAID TRACT 57 (ALSO CORNER NO.4 OF TRACT 69), THE ORIGINAL STONE MONUMENT;
THENCE NORTH 89054'40" WEST, 949,59 FEET ALONG THE SOUTH LINE OF SAID TRACT 69 TO THE POINT OF
INTERSECTION WITH THE EAST LINE OF SECTION 18, SAID POINT MARKED WITH THE ORIGINAL STONE
MONUMENT;
THENCE, CONTINUING ALONG THE SOUTH LINE OF SAID TRACT 69, NORTH 89°49'17" WEST, 376.56 FEET TO
CORNER NO.5 THEREOF, THE ORIGINAL STONE MONUMENT;
THENCE NORTH 00004'44" EAST 181.15 FEET ALONG THE WEST LINE OF SAID TRACT 69 TO THE SOUTHEAST
CORNER OF THE TAYLOR SUBDIVISION, AS SAID SUBDIVISION IS PLATTED AND OF RECORD IN THE OFFICE OF
THE LINCOLN COUNTY CLERK;
THENCE NORTH 00.05'21" EAST, 1105,45 FEET ALONG THE WEST LINE OF SAID TRACT 69 AND THE EAST LINE OF
SAID SUBDIVISION TO CORNER NO.6 OF SAID TRACT 69 AND THE NORTHEAST CORNER OF SAID SUBDIVISION, A
STEEL PIPE WITH A BRASS CAP INSCRIBED "PAUL N. SCHERBEL LS 164" AND APPROPRIATE DETAILS;
THENCE NORTH 89052'10" WEST, 254.46 FEET ALONG THE NORTH LINE OF SAID SUBDIVISION TO THE
CENTERLINE OF SAID COUNTY ROAD NO. 12-207 AND THE SOUTHEAST CORNER OF THE LAVOY TAYLOR TRACT
AS DESCRIBED IN BOOK 207PR ON PAGE 489.OF SAID RECORDS;
THENCE NORTH 00°55'54" EAST, 450.39 FEET ALONG SAID CENTERLINE AND THE EAST LINE OF SAID LAVOY
TAYLOR TRACT TO THE NORTHEAST CORNER THEREOF;
THENCE NORTH 8905234" WEST, 100.01 FEET ALONG THE NORTH LINE OF SAID LAVOY TAYLOR TRACT TO THE
SOUTHEAST CORNER OF THE JRT SUBDIVISION, AS SAID SUBDIVISION IS PLATTED AND OF RECORD IN THE
OFFICE OF THE LINCOLN COUNTY CLERK, SAID CORNER B$wa MARKED BY A STEEL BAR WITH A 2: ALUMINUM
CAP INSCRIBED "SURVEYOR SCHERBEL BIG PINEY WY PLS 164 2002";
THENCE NORTH 00055'54" EAST, 285.21 FEET ALONG THE EAST LINE OF SAID JRT SUBDIVISION TO THE
NORTHEAST CORNER THEREOF, A STEEL BAR WITH A 2" ALUMINUM CAP INSCRIBED "SURVEYOR SC14FMEL BIG
PINEY WY PLS 164 2002";
THENCE NORTH 89052'30" WEST, 295.19 FEET ALONG THE NORTH LINE OF SAID JRT SUBDIVISION TO THE
NORTHWEST CORNER THEREOF, A STEEL BAR WITH A 2" ALUMINUM CAP INSCRIBED "SURVEYOR SCHERBEL BIG
PINEY WY PLS 164 2002";
THENCE SOUTH 00.53'58" WEST, 295.21 FEET ALONG THE WEST LINE OF SAID JRT SUBDIVISION TO THE
SOUTHWEST CORNER THEREOF AND THE NORTH LINE OF SAID LAVOY TAYLOR TRACT, A STEEL BAR WITH A 2"
ALUMINUM CAP INSCRIBED "SURVEYOR SCHERBEL BIG PINEY WY PLS 164 2002";
THENCE NORTH 89.52'35" WEST, 675.73 FEET ALONG THE NORTH LINE OF SAID LAVOY TAYLOR TRACT TO THE
WEST LINE OF SAID TRACT 69;
THENCE NORTH 00003'57" EAST, 1080.54 FEET ALONG THE WEST LINE OF SAID TRACT 69 TO THE POINT OF
INTERSECTION WITH THE NORTH LINE OF SAID SECTION 18, SAID POINT BEING MARKED BY A STEEL PIPE WITH
A BRASS CAP INSCRIBED "PAUL N. SCHERBEL LS 164" AND APPROPRIATE DETAILS;
THENCE, CONTINUING ALONG THE WEST LINE OF SAID TRACT 69, NORTH 00903'29" EAST, 1042.93 FEET TO THE
NORTHWEST CORNER THEREOF (CORNER NO. 8 TRACT 69 AND CORNER NO.3 OF TRACT 70);
WEST, 1397.94 FEET ALONG THE W. LINE OF SAID TRACT 70 TO THE POINT OF
BEGINNING.
(PART OF TAX NO. 12-2419-08-1-00-031.00)
(PART OF TAX NO. 12-2419-18.1.00.048.00)
(PART OF TAX NO. 12.2419-01-3-00-048.00) 00V 626
ALSO INCLUDING THE FOLLOWING DESCRIBED PROPERTY:
(SLIVER PARCEL)
THAT PART OF TRACTS 54,58, 59, AND 66, TOWNSHIP 24 NORTH, RANGE 119 WEST, 6TH P.M., LINCOLN COUNTY.
WYOMING, LYING EAST OF THE EASTERLY RIGHT-OF-WAY LINE OF THE OREGON SHORT LINE RAILROAD.
(PART OF TAX NO. 12.2419-01-3-00-048.00)
ALSO INCLUDING THE FOLLOWING DESCRIBED PROPERTY:
(EAST PARCEL)
A TRACT OF LAND LOCATED IN TRACTS 67, 68, 72, AND 73, TOWNSHIP 24 NORTH, RANGE 119 WEST, 6TH P.M.,
LINCOLN COUNTY, WYOMING, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT CORNER NO.4 OF SAID TRACT 72, MONUMENTED BY A STEEL PIPE WITH A 3-%" ALUMINUM CAP
INSCRIBED "LS 2500" AND APPROPRIATE DETAILS, AND RUNNING THENCE NORTH 89°19'11" EAST,1340.21 FEET
ALONG THE NORTH LINE THEREOF TO CORNER NO. I OF SAID TRACT 72 (IDENTICAL WITH CORNER NO.4 OF
SAID TRACT 73), A STEEL PIPE WITH A 2-1/i" BRASS CAP INSCRIBED "C.C. WALL LS 482 1977" AND APPROPRIATE
DETAILS;
THENCE SOUTH 89°44'45" EAST, 1310.86 FEET ALONG THE NORTH LINE OF SAID TRACT 73 TO CORNER NO. 1
THEREOF, A STEEL BAR WITH A 1-1/Si" ALUMINUM CAP INSCRIBED "1/73";
THENCE SOUTH 00026'23" EAST, 2700.98 FEET ALONG THE EAST LINE OF SAID TRACT 73 TO CORNER NO. 3
THEREOF;
THENCE SOUTH 00°28'03" WEST, 1335.86 FEET TO CORNER NO, 1 OF TRACT 66, A STEEL PIPE WITH A BRASS CAP
INSCRIBED "PAUL N. SCHERBEL LS 164" AND APPROPRIATE DETAILS;
THENCE SOUTH 88°29'24" WEST, 1328.64 FEET ALONG THE NORTH LINE OF SAID TRACT 66 TO CORNER NO.3 OF
SAID TRACT 67;
THENCE CONTINUING SOUTH 88029'24" WEST, 40.23 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF THE
OREGON SHORT LINE RAILROAD AS EVIDENCED BY AN EXISTING FENCE LINE;
THENCE NORTH 18°31'39" WEST, 1391.01 FEET, MORE OR LESS, ALONG SAID EXISTING FENCE AND RIGHT'-OF-WAY
LINE TO THE SOUTH LINE OF SAM TRACT 72;
THENCE NORTIJ 88°20'03" EAST, 39.61 FEET ALONG SAID SOUTH LINE OF SAID RIGHT-OF-WAY LINE TO A POINT
ON SAID EASTERLY RAILROAD RIGHT-OF-WAY LINE AS ESTABLISHED FROM RAILROAD ALIGNMENT PLANS AT
100' EASTERLY OF THE CENTERLINE OF THE MAIN.TRACK;
THENCE NORTH 18°36'49" WEST, 2893.57 FEET ALONG SAID RIGHT-OF-WAY LINE TO THE NORTH LINE OF SAID
TRACT 68;
THENCE NORTH 89°19'10" EAST, 33.59 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING.
(PART OF TAX NO. 12-2419-01-3-00-048.00)
(PART OF TAX NO. 12-2419-08.1-00-031.00)
0V` 627
TOGETHER WITH the. following water rights registered with the State of Wyoming Department
of Water Resources: Territorial Water Right for 2.85- cfs from the Smith's Fork River, with a
Priority Date.of June 1, 1885; Territorial Water Right for 0.92 cfs from the Smith's Fork R}yer,
with a Priority Date of June .1, 1885; Territorial Water Right for 1.5 cfs from the.. Smith's Fork
River, with a Priority Date of 1877; and a 'Territorial Water Right for 1.64 cfs frodr the Smith's
Fork River, with a Priority Date of June 1, 18