HomeMy WebLinkAbout1.2 Supplemental Application InfoAntero Resources Piceance Corporation
Description of Financial Assurance for Reclamation of Injection Well Surface Facilities
Cost Estimate for Reclamation
The following cost estimate is for the reclamation of the portion of the site (either D Pad or F pad)
used for "Materials Handling". This estimate includes two main alternatives for the equipment:
recycle/relocate and disposal. It is likely that most of the equipment will be reusable and will have
retained some value to others. In this likely case, the costs would be significantly lower than shown in
the estimate since the costs below are not net costs after sale of equipment.
The costs are shown in 2009 dollars reflective of the current labor and equipment rental costs today.
Under the disposal scenario, we assumed that a local public landfill would be the site for final disposal
of any materials after proper decontamination.
This cost estimate is consistent with the reclamation plan included in the applications for VF D Pad
and VF F Pad Injection Facilities under Limited Impact Review, COGCC 1000 -Series Reclamation
Regulations and industry best practices.
Antero Resources Piceance t..,rporation
December 23, 2009
Item
No.
Unit Price
Cost
Comment
300 bbl, steel above ground
Dispose
ground
surface
recycle/relocate dispose restoration
demo for
scrap
storage tanks
6
$2,000
$12,000
6
$1,000
$6,000
transportation
Pump House with pumps, electric
motors, controls, instruments, etc.
(40)(12')
2 men, 1 day, I
truck, landfill
1
lump sum
$10,000
fee
transport
1
lump sum
$2,000
locally
Backup Natural Gas Generator in
Housing (15'x10')
part of demo
1
lump sum
$3,000
job
transport
1
lump sum
51,000
locally
Earthen and hay bale berm for
visual mitigation (approx. 200
lineal feet), footprint of surface
facilities; re seed; re contour
part of demo
1
lump sum
51,000
job
Miscellaneous underground
piping, electrical service on well
pad location
part of demo
1
lump sum
$500
job
Subtotal
$9,000 525,500 $1,000
Total
Recycle/Relocate
$9,000
$500
51,000
510,500
Dispose
$25,500
$1,000
$26,500
Contingencies (10% total incls misc. lab analysis, project management, etc.)
10%
Grand
Recycle/Relocate
511,550.0
Dispose
529,150.0
Total
2
Antero Resources Piceance L.,rporation
December 23, 2009
Adequacy of Blanket Bond
As shown below, Antero Resources Piceance Corporation has provided the COGCC with a
blanket insurance bond in the amount of $100,000 for Plugging (Surety ID 2004-0071 Active) in
accordance with Rules and Regulations and Rules of Practice and Procedure ("Rules")
promulgated by the Colorado Oil and Gas Conservation Commission ("COGCC") on December
11, 2008.
COGCC Financial Assurance and Oil and Gas Conservation and Environmental Response Fund,
706. Soil Protection and Plugging and Abandonment states prior to commencing the drilling of a
well, an operator shall provide financial assurance to the Commission to ensure the protection
of the soil, the proper plugging and abandonment* of the well, and the reclamation of the site
in accordance with the 300 Series of drilling regulations, the 900 Series of E&P waste
management, the 1000 Series of reclamation regulations, and the 1100 Series of flowline
regulations.
At subparagraph b. of COGCC 706, the regulation provides an operator may submit statewide
blanket financial assurance in the amount of one hundred thousand dollars ($100,000) for the
drilling and operation of one hundred (100) or more wells. Antero Resources Piceance
Corporation operates over 100 wells in Colorado.
Interviews with a COGCC representative indicates that the blanket plugging bond, the limits of
which given by the rule, covers the plugging and abandonment of the well and the reclamation
of the site including equipment removal, re -vegetation, re -contouring, etc. (telephone
interview with Ms. Martha Ramos, COGCC Financial department on December 23, 2009,
303.894.2100 ext. 5123). Further, the entire $100,000 bond can be used to reclaim a single site
to the extent required by the Commission. Additionally, the Oil and Gas Conservation and
Environmental Response Fund can be used by the Commission for the plugging and
abandonment of orphaned wells as well as other environmental cleanup. Regular inspections to
well sites by the COGCC are made to enforce the environmental and operational COGCC
standards applicable to the operator.
Summary
In summary, Antero believes that the COGCC regulations, inspections and financial assurance
requirements under those regulations adequately safeguards the County and the State from
potential reclamation costs associated with the proposed injection facilities.
3
Antero Resources Piceance c.,rporation
December 23, 2009
COGIS - Company Detail
COMPANY DETAIL REPORT - Employee List
ANTERO RESOURCES PICEANCE CORPORATION - #10079
1625 17TH ST STE 300
DENVER , CO 80202
USA
PHONE (303) 357-7310 FAX (303) 357-7315
APPROVED OPERATION(S) -3 record(s) returned.
"Operation Type FStart Date
,LEVY PAYOR '911612004
;OPERATOR 911612004
[PRODUCER 4667266-4-:
SURETY INFORMATION -4 record(s) returned.
Surety ID Status' Bond Type Amount. Coverage:;;Received Instrument
12004 0071 ACTIVE PLUGGING $1661660.00 I BLANKET .9/16/2004 :INSURANCE LPM8756615
12004-0072 ACTIVE SURFACE $25,000.001 BLANKET 9/16/2004 INSURANCE [L_PM8756616
;2007 0005 -..ACTIVE WASTE MGMT FACILITY $50 000.00 (INDIVIDUAL '111112007 :INSURANCE ILPM8874711
;2607-0016 ACTIVE WASTE MGMT FACILITY $50,000 00 [INDIVIDUAL 12112/2007 INSURANCE [LPM8874751
*PLUGGING AND ABANDONMENT shall mean the cementing of a well, the removal of its associated production facilities,
the removal or abandonment in-place of its flowline, and the remediation and reclamation of the wellsite.
PRODUCTION FACILITIES shall mean all storage, separation, treating, dehydration, artificial lift, power supply,
compression, pumping, metering, monitoring, flowline, and other equipment directly associated with oil wells, gas wells,
or injection wells.
4
HIGH COUNTRY ENGINEERING, INC.
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
TELEPHONE: 970. 945.8676 0 FAX: 970.945.2555
{NW W.HCENG.COM
TO: Garfield County Building & Planning DATE: 12-22-09
108 8th Street, Suite 401 SUBJECT: Valley Farms
Glenwood Springs, CO 81601
ATTN: Tom Veljic
JOB NO. 2051034.00
We are sending the following:
Photocopies ❑ Prints ® Documents ❑ Mylars ❑ Shop Drawings
NO. OF
COPIES
ITEM
LATEST ITEM
DATED
REMARKS
1
Property Description per Rick
Blankenship's (Antero Resources)
request.
12-22-09
Please notify us at once if the material received is not listed above.
Transmitted by:
® First Class Mail ❑ Priority Mail
❑ U.S. Express Mail ❑ Federal Express
❑ UPS Next Day Air ❑ Pickup
❑ Messenger ❑ Hand Delivered
❑ Fax
❑ Other
By: FWH/rjh
PROPERTY DESCRIPTION
VALLEY FARMS PARCEL
A TRACT OF LAND SITUATE IN SECTIONS 9, 10, 11, 12, 13, 14, 15 AND 16, TOWNSHIP
6 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY,
COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF MINEOTA RIDGE ESTATES, FILING
NO. 3, COUNTY OF GARFIELD, STA 1'E OF COLORADO; THENCE N00°31'27"W 1184.42
FEET ALONG THE WEST LINE OF SAID MINEOTA RIDGE ESTATES, FILING NO. 3,
COUNTY OF GARFIELD, STATE OF COLORADO; THENCE N85°22'50"W 891.82 FEET
ALONG THE NORTH LINE OF MINEOTA RIDGE ESTATES, FILING NO. 1; THENCE
S81°37'09"W 12.16 FEET ALONG THE SOUTH LINE OF A TRACT OF LAND
DESCRIBED IN BOOK 801 AT PAGE 838 OF THE RECORDS OF THE CLERK AND
RECORDER OF GARFIELD COUNTY, COLORADO; THENCE S70°27'55"W 123.14 FEET
ALONG SAID SOUTH LINE; THENCE S70°27'55"W 506.91 FEET ALONG THE SOUTH
LINE OF A TRACT OF LAND DESCRIBED IN BOOK 801 AT PAGE 837 OF THE
RECORDS OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO;
THENCE S66°29'49"W 680.62 FEET ALONG THE NORTH LINE OF SAID MINEOTA
RIDGE ESTATES, FILING NO. 1; THENCE S80°22'31 "W 1559.15 FEET ALONG THE
NORTH LINE OF SAID MINEOTA RIDGE ESTA1ES, FILING NO. 1; THENCE
N37°57'33"W 1649.17 FEET ALONG THE NORTH LINE OF MINEOTA RIDGE ESTATES,
FILING NO. 2, COUNTY OF GARFIELD, STATE OF COLORADO; THENCE ALONG
SAID NORTHERLY LINE, AS AMENDED, THE FOLLOWING COURSES: N52°07'28"W
520.19 FEET; THENCE N46°07'15"W 310.14 FEET; THENCE N65°55'50"W 154.28 FEET
THENCE N38°20'25"W 8.05 FEET; THENCE ALONG SAID NORTHERLY LINE THE
FOLLOWING COURSES: N66°30'39"W 835.52 FEET; THENCE S82°40'12"W 998.62 FEET;
THENCE S59°20'42"W 1388.77 FEET; THENCE N60°50'38"W 808.15 FEET; THENCE
S31°58'09"W 265.00 FEET ALONG SAID NORTHERLY BOUNDARY TO THE WEST LINE
OF SAID SECTION 15; THENCE N00°25'45"W 111.98 FEET ALONG SAID SECTION LINE
TO THE WEST RIGHT OF WAY LINE OF COUNTY ROAD NO. 331; THENCE
S31°58'09"W 257.28 FEET ALONG SAID RIGHT OF WAY LINE; THENCE 403.90 FEET
ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 550.18 FEET, A
CENTRAL ANGLE OF 42°03'42", AND SUBTENDING A CHORD BEARING S10°56'18"W
394.89 FEET ALONG SAID RIGHT OF WAY LINE; THENCE S10°05'33"E 332.30 FEET
ALONG SAID RIGHT OF WAY LINE; THENCE S89°36'50"W 1159.60 FEET ALONG THE
SOUTH LINE OF THE E1/2 OF THE NE1/4 OF SAID SECTION 16; THENCE N00°21'54"W
1302.88 FEET ALONG THE WEST LINE OF THE E1/2 OF THE NE1/4; THENCE
S89°38'13"W 629.37 FEET ALONG THE SOUTH LINE OF THE E1/2 OF THE NW1/4 OF
THE NE1/4 OF SAID SECTION 16; THENCE N00°22'02"W 1301.72 FEET ALONG THE
EAST LINE OF THE AMENDED GIOMI MINOR SUBDIVISION EXEMPTION, COUNTY
OF GARFIELD, STATE OF COLORADO TO THE NORTH LINE OF SAID SECTION 16;
THENCE S89°40'44"W 0.47 FEET ALONG THE NORTH LINE OF SECTION 16; THENCE
N00°37'48"W 1326.09 FEET ALONG A LINE PARALLEL TO AND 30 FEET EAST OF THE
WEST LINE OF THE E1/2 OF THE SW1/4 OF THE SE1/4 OF SAID SECTION 9 TO THE
NORTH LINE OF SAID E1/2 OF THE SW1/4 OF THE SE1/4; THENCE N89°32'14"E 279.75
FEET ALONG SAID NORTH LINE OF SAID E1/2 OF THE SW 1/4 OF THE SE1/4 TO A
FENCE LINE; THENCE N00°32'34"W 1649.50 FEET ALONG SAID FENCE LINE AND A
NORTHERLY EXTENSION OF SAID FENCE LINE TO THE CENTER OF THE
COLORADO RIVER; THENCE N83°46'02"E 251.93 FEET ALONG THE CEN 1 ER OF THE
COLORADO RIVER; THENCE S85°06'16"E 984.78 FEET ALONG THE CENTER OF THE
COLORADO RIVER; THENCE S76°23' 17"E 1838.73 FEET ALONG THE CENTER OF THE
COLORADO RIVER; THENCE S13°02'34"W 850.00 FEET TO TERMINUS OF DRY
HOLLOW CREEK; THENCE ALONG THE CENTER OF DRY HOLLOW CREEK THE
FOLLOWING COURSES: S24°01'03"W 98.59 FEET; THENCE S01°15'45"W 130.61 FEET;
THENCE S18°55'56"E 118.94 FEET; THENCE S09°39'59"E 98.62 FEET TO THE CENIER
OF THE RISING SUN DITCH; THENCE ALONG THE CENTER OF THE RISING SUN
DITCH THE FOLLOWING COURSES: N89°36'18"E 186.76 FEET; THENCE S59°43'23"E
133.90 FEET; THENCE S52°17'32"E 203.54 FEET; THENCE S25°29'05"E 157.11 FEET;
THENCE S41°54'19"E 114.99 FEET; THENCE S67°37'50"E 241.92 FEET TO THE EAST
LINE OF THE WEST 1/2 OF LOT 11 OF SAID SECTION 10; THENCE S00°34'33"E 687.20
FEET ALONG SAID EAST LINE OF THE WEST 1/2 OF LOT 11 TO THE SOUTH LINE OF
SAID SECTION 10; THENCE N89°22'33"E 1034.80 FEET ALONG THE SOUTH LINE OF
SAID SECTION 10; THENCE NO3°39'37"E 543.11 FEET ALONG THE EAST LINE OF A
PARCEL OF LAND DESCRIBED IN BOOK 757 AT PAGE 665 OF THE RECORDS OF THE
CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO AND A NORTHERLY
EXTENSION OF SAID LINE TO THE CENTER OF THE RISING SUN DITCH; THENCE
ALONG THE CENTER OF SAID DITCH THE FOLLOWING COURSES: N80°42'48"E
151.24 FEET; THENCE N75°41'18"E 191.98 FEET; THENCE N70°27'39"E 206.82 FEET;
THENCE N64°11'28"E 47.44 FEET; THENCE N72°04'10"E 251.29 FEET; THENCE
N68°12'45"E 107.32 FEET; THENCE N73°43'34"E 42.22 FEET; THENCE N63°57'05"E 93.27
FEET; THENCE N61 °09'12"E 79.66 FEET TO THE WEST LINE OF A PARCEL OF LAND
DESCRIBED IN BOOK 420 AT PAGE 576 OF THE RECORDS OF THE CLERK AND
RECORDER OF GARFIELD COUNTY, COLORADO; THENCE S09°57'32"E 40.00 FEET
ALONG SAID WEST LINE TO THE SW CORNER; THENCE N82°44'43"E 510.83 FEET
ALONG THE SOUTH LINE OF SAID PARCEL DESCRIBED IN BOOK 420 AT PAGE 576
TO THE SE CORNER; THENCE N77°42'44"E 95.65 FEET TO A FENCE DESCRIBED IN
EXCEPTION TO BOOK 420 AT PAGE 150 OF THE RECORDS OF THE CLERK AND
RECORDER OF GARFIELD COUNTY, COLORADO; THENCE ALONG SAID FENCE THE
FOLLOWING COURSES: N89°0428"E 793.46 FEET; THENCE N83°10'05"E 1219.09 FEET;
THENCE S03°28'41 "E 390.69 FEET ALONG SAID FENCE AND A SOUTHERLY
EXTENSION OF SAID FENCE TO THE SOUTH RIGHT OF WAY LINE OF COUNTY
ROAD NO. 335; THENCE ALONG SAID SOUTH RIGHT OF WAY LINE THE
FOLLOWING COURSES: N81°39'09"E 124.18 FEET; THENCE N82°30'39"E 282.34 FEET;
THENCE 142.44 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 414.73 FEET, A CENTRAL ANGLE OF 19°40'43", AND SUBTENDING A
CHORD BEARING N72°40'17"E 141.74 FEET; THENCE N62°49'56"E 357.75 FEET;
THENCE 376.52 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A
RADIUS OF 2594.93 FEET, A CENTRAL ANGLE OF 8°18'49", AND SUBTENDING A
CHORD BEARING N66°59'21 "E 376.19 FEET; THENCE N71°08145"E 1231.32 FEET;
THENCE N67°40'48"E 35523 FEET; THENCE N 67°44'38" E 265.70 FEET; THENCE
N65°50'18"E 185.32 FEET; THENCE N62°42'04"E 441.57 FEET; THENCE N59°46'00"E
305.67 FEET; THENCE 296.18 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 494.60 FEET, A CENTRAL ANGLE OF 34°18'36", AND
SUBTENDING A CHORD BEARING N76°55'18"E 291.77 FEET; THENCE S85°55'25"E
169.01 FEET; THENCE 139.92 FEET ALONG THE ARC OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 488.33 FEET, A CENTRAL ANGLE OF 16°25'03", AND
SUBTENDING A CHORD BEARING N85°52'04"E 139.45 FEET; THENCE N77°39'33 "E
14.08 FEET; THENCE 78.89 FEET ALONG THE ARC OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 558.34 FEET, A CENTRAL ANGLE OF 8°05'36", AND
SUBTENDING A CHORD BEARING N73°36'40"E 78.83 FEET; THENCE N69°33'48"E
125.64 FEET; THENCE 128.07 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 212.38 FEET, A CENTRAL ANGLE OF 34°33'01", AND
SUBTENDING A CHORD BEARING N86°50'18"E 126.14 FEET; THENCE S23°31'02"E
386.47 FEET ALONG THE CENTER OF DIVIDE CREEK; THENCE S06°17'41"W 192.58
FEET ALONG THE CENTER OF DIVIDE CREEK; THENCE S15°09'18"E 125.39 FEET
ALONG THE CENTER OF DIVIDE CREEK; THENCE S15°05'02"W 643.72 FEET ALONG
THE WEST LINE OF A PARCEL OF LAND DESCRIBED IN BOOK 542 AT PAGE 720 OF
THE RECORDS OF THE CLERK AND RECORDER OF GARFIELD COUNTY,
COLORADO; THENCE ALONG THE WEST LINE OF A PARCEL OF LAND DESCRIBED
IN BOOK 781 AT PAGE 682 OF THE RECORDS OF THE CLERK AND RECORDER OF
GARFIELD COUNTY, COLORADO THE FOLLOWING COURSES; S24°59'09"E 26.42
FEET; THENCE S50°23'08"W 15.14 FEET; THENCE S33°26'35"W 117.40 FEET; THENCE
S29°06'53 "E 37.16 FEET; THENCE N51 °27'28"E 22.92 FEET; THENCE N56°37'21 "E 9.91
FEET; THENCE S33°22'05"E 12.04 FEET; THENCE S56°37'54"W 9.66 FEET; THENCE
S23°18'16"E 16.75 FEET; THENCE S47°24'44"W 39.44 FEET; THENCE S37°59'30"E 2920
FEET; THENCE N51°53'59"E 42.95 FEET; THENCE S43°00'37"E 42.12 FEET; THENCE
S37°29'01"E 25.10 FEET; THENCE S42°29'31"E 233.99 FEET; THENCE N76°40'36"E 9.71
FEET; THENCE S43°43'43"E 264.70 FEET; THENCE S36°30'49"E 305.33 FEET; THENCE
S37°15'11"E 168.12 FEET; THENCE S25°33'16"E 108.49 FEET; THENCE S26°26'48"E
385.54 FEET; THENCE S89°59'15"E 399.90 FEET; THENCE S21°22'14"E 65.38 FEET;
THENCE N74°07'33"E 111.06 FEET; THENCE S71 °00'22"E 6922 FEET; THENCE
S59°14'45"E 122.49 FEET; THENCE S65°52'46"E 116.94 FEET; THENCE S46°04'47"E 76.99
FEET; THENCE S89°59'15"E 30.12 FEET TO THE WEST RIGHT OF WAY LINE OF
COUNTY ROAD NO. 311; THENCE ALONG SAID WEST RIGHT OF WAY LINE THE
FOLLOWING COURSES: S43°00'04"E 177.21 FEET; THENCE 860.24 FEET ALONG THE
ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 1611.66 FEET, A CENTRAL
ANGLE OF 30°34'55", AND SUBTENDING A CHORD BEARING S27°42'36"E 850.06
FEET; THENCE S12°25'09"E 393.97 FEET; THENCE S11°30'00"E 90.63 FEET; THENCE
138.15 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
494.70 FEET, A CEN I'RAL ANGLE OF 16°00'00", AND SUBTENDING A CHORD
BEARING S19°30'00"E 137.70 FEET; THENCE 122.21 FEET ALONG THE ARC OF A
CURVE TO THE RIGHT, HAVING A RADIUS OF 511.09 FEET, A CENTRAL ANGLE OF
13°42'00", AND SUBTENDING A CHORD BEARING S20°39'00"E 121.92 FEET; THENCE
S 13°48'00"E 203.76 FEET; THENCE 298.06 FEET ALONG THE ARC OF A CURVE TO
THE RIGHT, HAVING A RADIUS OF 4856.26 FEET, A CENTRAL ANGLE OF 03°31'00",
AND SUBTENDING A CHORD BEARING S12°02'30"E 298.02 FEET; THENCE
S 10°17'00"E 239.30 FEET; THENCE 209.70 FEET ALONG THE ARC OF A CURVE TO
THE LEFT, HAVING A RADIUS OF 495.47 FEET, A CENTRAL ANGLE OF 24°15'00",
AND SUBTENDING A CHORD BEARING S22°24'30"E 208.14 FEET; THENCE
S34°32'00"E 61.81 FEET; THENCE 183.10 FEET ALONG THE ARC OF A CURVE TO THE
RIGHT, HAVING A RADIUS OF 406.63 FEET, A CENTRAL ANGLE OF 25°48'00", AND
SUBTENDING A CHORD BEARING S21 °38'00"E 181.56 FEET; THENCE S08°44'00"E
177.30 FEET; THENCE 195.51 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 1408.02 FEET; A CENTRAL ANGLE OF 7°57'21", AND
SUBTENDING A CHORD BEARING SO4°45'19"E 195.36 FEET; THENCE S00°46'39"E
299.58 FEET; THENCE 97.60 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 1247.08 FEET, A CENTRAL ANGLE OF 4°29'03", AND
SUBTENDING A CHORD BEARING 501 °27'53"W 97.58 FEET; THENCE S03°42'24"W
134.51 FEET; THENCE 210.65 FEET ALONG THE ARC OF CURVE TO THE LEFT,
HAVING A RADIUS OF 432.03 FEET, A CENTRAL ANGLE OF 27°56'12", AND
SUBTENDING A CHORD BEARING S10°15'42"E 208.57 FEET; THENCE S24°13'47"E
271.62 FEET; THENCE 136.15 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 343.75 FEET, A CENTRAL ANGLE OF 22°41'36", AND
SUBTENDING A CHORD BEARING S12°52'59"E 135.26 FEET; THENCE S01 °32111"E
107.57 FEET; THENCE 206.20 FEET ALONG THE ARC OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 864.80 FEET, A CENTRAL ANGLE OF 13°39'42", AND
SUBTENDING A CHORD BEARING S08°22'03"E 205.72 FEET; THENCE S15°11'54"E
23.71 FEET TO THE SOUTH LINE OF SAID SECTION 13; THENCE S89°09'00"W 1328.03
FEET ALONG THE SOUTH LINE OF SAID SECTION 13 TO THE SOUTH 1/4 OF SAID
SECTION 13; THENCE N00°41'19"W 1315.58 FEET ALONG THE WEST LINE OF THE
SEI /4 OF SAID SECTION 13 TO THE SOUTH BOUNDARY OF MINEOTA RIDGE
ESTATES, FILING NO. 3; THENCE S89° 17'01 "W 2635.36 FEET ALONG SAID SOUTH
LINE; THENCE S89°49'01 "W 1324.02 FEET ALONG SAID SOUTH LINE TO THE POINT
OF BEGINNING, CONTAINING 1471.89 ACRES MORE OR LESS.
2
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