Land Acquisition; Ho-Chunk Nation of Wisconsin, 37651-37654 [2015-16196]
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Federal Register / Vol. 80, No. 126 / Wednesday, July 1, 2015 / Notices
requested extension we will make a
revision to the number of the associated
collection instruments. This revision
includes deleting USGS Form 9–4002–
A and USGS Form 9–4019–A. As
required by the Paperwork Reduction
Act (PRA) of 1995, and as part of our
continuing efforts to reduce paperwork
and respondent burden, we invite the
general public and other Federal
agencies to take this opportunity to
comment on this IC. This collection is
scheduled to expire on November 30,
2015.
To ensure that your comments
are considered, we must receive them
on or before August 31, 2015.
ADDRESSES: Please submit a copy of
your comments to the Information
Collection Clearance Officer, U.S.
Geological Survey, 807 National Center,
12201 Sunrise Valley Drive, Reston, VA
20192 (mail); 703–648–7195 (fax); or gsinfo_collections@usgs.gov (email).
Reference ‘Information Collection 1028–
0062, Industrial Minerals Surveys’ in all
correspondence.
FOR FURTHER INFORMATION CONTACT:
Elizabeth Sangine at 703–648–7720
(telephone); escottsangine@usgs.gov
(email); or by mail at U.S. Geological
Survey, 989 National Center, 12201
Sunrise Valley Drive, Reston, VA 20192.
SUPPLEMENTARY INFORMATION:
DATES:
I. Abstract
Respondents to these forms supply
the USGS with domestic production and
consumption data of industrial mineral
commodities, some of which are
considered strategic and critical. These
data and derived information will be
published as chapters in Minerals
Yearbooks, monthly and quarterly
Mineral Industry Surveys, annual
Mineral Commodity Summaries, and
special publications, for use by
Government agencies, industry,
education programs, and the general
public.
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II. Data
OMB Control Number: 1028–0062.
Form Number: Various (38 forms).
Title: Industrial Minerals Surveys.
Type of Request: Extension and
revision of a currently approved
collection.
Affected Public: Business or OtherFor-Profit Institutions: U.S. nonfuel
minerals producers and consumers of
industrial minerals. Public sector: State
and local governments.
Respondent Obligation: None.
Participation is voluntary.
Frequency of Collection: Monthly,
Quarterly, Semiannually, or Annually.
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Estimated Number of Annual
Responses: 20,053.
Estimated Time per Response: For
each form, we will include an average
burden time ranging from 10 minutes to
5 hours.
Annual Burden Hours: 14,004 hours.
Estimated Reporting and
Recordkeeping ‘‘Non-Hour Cost’’
Burden: There are no ‘‘non-hour cost’’
burdens associated with this collection
of information.
Public Disclosure Statement: The PRA
(44 U.S.C. 3501, et seq.) provides that an
agency may not conduct or sponsor a
collection of information unless it
displays a currently valid OMB control
number and current expiration date.
III. Request for Comments
We are soliciting comments as to: (a)
Whether the proposed collection of
information is necessary for the agency
to perform its duties, including whether
the information is useful; (b) the
accuracy of the agency’s estimate of the
burden time to the proposed collection
of information; (c) how to enhance the
quality, usefulness, and clarity of the
information to be collected; and (d) how
to minimize the burden on the
respondents, including the use of
automated collection techniques or
other forms of information technology.
Please note that the comments
submitted in response to this notice are
a matter of public record. Before
including your personal mailing
address, phone number, email address,
or other personally identifiable
information in your comment, you
should be aware that your entire
comment, including your personally
identifiable information, may be made
publicly available at any time. While
you can ask us in your comment to
withhold your personally identifiable
information from public view, we
cannot guarantee that we will be able to
do so.
Michael J. Magyar,
Associate Director, National Minerals
Information Center, U.S. Geological Survey.
[FR Doc. 2015–16126 Filed 6–30–15; 8:45 am]
BILLING CODE 4311–AM–P
DEPARTMENT OF THE INTERIOR
Bureau of Indian Affairs
[156A2100DD/AAKC001030/
A0A501010.999900 253G]
Land Acquisition; Ho-Chunk Nation of
Wisconsin
AGENCY:
Bureau of Indian Affairs,
Interior.
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37651
Notice of Acquisition of Land
into Trust.
ACTION:
The United States has
acquired approximately 1,553 acres of
Federal land within the boundary of the
former Badger Army Ammunition Plant
near Baraboo, Wisconsin, in trust for the
Ho-Chunk Nation of Wisconsin. The
acquisition was effectuated by the
National Defense Authorization Act for
Fiscal Year 2015. This notice provides
a legal description of the property.
FOR FURTHER INFORMATION CONTACT: Mr.
Michael Black, Director, Bureau of
Indian Affairs, MS–4606 MIB, 1849 C
Street, NW., Washington, DC 20240;
Telephone (202) 208–5116.
SUPPLEMENTARY INFORMATION: On
December 12, 2014, Congress passed the
National Defense Authorization Act for
Fiscal Year 2015 (Act), and on
December 19, 2015, the President signed
the Act into law. See Public Law 113–
291. The Act legislatively transferred
approximately 1,553 acres located
within the boundary of the former
Badger Army Ammunition Plant near
Baraboo, Wisconsin, to the Secretary of
the Interior in trust for the Ho-Chunk
Nation of Wisconsin. The legislation
effectuated the acquisition of the land in
trust and clarified responsibility and
liability with regard to conduct or
activities that took place on the land
before the transfer. 160 Cong. Rec.
S6722 (daily ed. Dec. 12, 2014)
(statement of Sen. Baldwin).
The approximately 1,533 acres are
within the boundary of the former
Badger Army Ammunition Plan, near
Baraboo, Wisconsin, and the external
boundary is described as follows:
SUMMARY:
BIA-Ho-Chunk Nation Reservation
Trust Land Former Badger Army
Ammunition Plant, Sauk Co. WI. Legal
Description
A parcel of land located in the NW1⁄4
of the SE1⁄4, the NE1⁄4 of the SE1⁄4, the
SE1⁄4 of the SE1⁄4 and the SW1⁄4 of the
SE1⁄4 of Section 34, the NW1⁄4 of the
SW1⁄4, the NE1⁄4 of the SW1⁄4, the SE1⁄4
of the SW1⁄4, the SW1⁄4 of the SW1⁄4, the
NW1⁄4 of the SE1⁄4 and the SW1⁄4 of the
SE1⁄4 of Section 35, all in T11N, R6E,
Town of Sumpter, Sauk County,
Wisconsin, the NW1⁄4 of the NW1⁄4, the
SW1⁄4 of the NW1⁄4, the NW1⁄4 of the
SW1⁄4 and the SW1⁄4 of the SW1⁄4 of
Section 1, the NE1⁄4 of the NE1⁄4, the
NW1⁄4 of the NE1⁄4, the SW1⁄4 of the
NE1⁄4, the SE1⁄4 of the NE1⁄4, the NE1⁄4
of the NW1⁄4, the NW1⁄4 of the NW1⁄4,
the SW1⁄4 of the NW1⁄4, the SE1⁄4 of the
NW1⁄4, the NE1⁄4 of the SW1⁄4, the NW1⁄4
of the SW1⁄4, the SW1⁄4 of the SW1⁄4, the
SE1⁄4 of the SW1⁄4, the NE1⁄4 of the SE1⁄4,
the NW1⁄4 of the SE1⁄4, the SW1⁄4 of the
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37652
Federal Register / Vol. 80, No. 126 / Wednesday, July 1, 2015 / Notices
SE1⁄4 and SE1⁄4 of the SE1⁄4 of Section 2,
the NE1⁄4 of the NE1⁄4, the NW1⁄4 of the
NE1⁄4, the SW1⁄4 of the NE1⁄4, the SE1⁄4
of the NE1⁄4, the NE1⁄4 of the SE1⁄4, the
NW1⁄4 of the SE1⁄4, the SW1⁄4 of the SE1⁄4
and SE1⁄4 of the SE1⁄4 of Section 3, the
NE1⁄4 of the NE1⁄4 and the SE1⁄4 of the
NE1⁄4 of Section 10, the NE1⁄4 of the
NE1⁄4, the NW1⁄4 of the NE1⁄4, the SW1⁄4
of the NE1⁄4, the SE1⁄4 of the NE1⁄4, the
NE1⁄4 of the NW1⁄4, the NW1⁄4 of the
NW1⁄4, the SW1⁄4 of the NW1⁄4, the SE1⁄4
of the NW1⁄4 of Section 11, all in T10N,
R6E, Town of Sumpter, Sauk County,
Wisconsin more particularly described
as follows:
Commencing at the north quarter
corner of Section 3, T10N, R6E; thence
S52°06′02″ E, 865.88 ft. to a 3⁄4″ solid
round iron rod; thence N85°00′00″ E,
35.00 ft. to a 3⁄4″ solid round iron rod;
thence S5°00′00″ E, 35.00 ft. to a 3⁄4″
solid round iron rod; thence S85°00′00″
W, 35.00 ft. to a 3⁄4″ solid round iron
rod; thence N5°0′00″ W, 35.00 ft. to a
3⁄4″ solid round iron rod; thence
N52°06′02″ W, 865.88 ft. to the north
quarter corner of section 3, T10N, R6E;
THENCE N89°53′11″ E along the north
line of the NW1⁄4 of the NE1⁄4 of said
Section 3, 20.16 ft. to the south quarter
corner of Section 34, T11N, R6E;
THENCE N89°56′52″ E along the south
line of the SW1⁄4 of the SE1⁄4 of said
Section 34, 6.71 ft. to the centerline of
United States Highway ‘‘12’’; THENCE
N00°55′51″ E along said centerline,
940.81 ft. to the point of curvature of a
curve to the right having a central angle
of 05°40′12″ and a radius of 1,910.00 ft.;
thence northeasterly along the arc of
said curve and said centerline, 189.02 ft.
to the point of tangency thereof, said
curve having a long chord bearing
N03°45′57″ E, 188.94 ft.; THENCE
N06°36′03″ E along said centerline,
701.17 ft. to a westerly extension of the
north boundary fence of the Badger
Army Ammunition Plant; THENCE
S89°01′57″ E along said boundary fence
extension, 121.59 ft. to a 3⁄4″ solid round
iron rod on the east right-of-way line of
said United States Highway ‘‘12’’;
THENCE S89°01′57″ E along said
boundary fence, 3,730.27 ft. to the top
of a 5″ diameter iron pipe at a fence
corner in the Badger Army Ammunition
Plant perimeter fence; THENCE
N01°49′33″ E along said boundary fence,
231.54 ft. to the top of a 5″ diameter iron
pipe at a fence corner in the Badger
Army Ammunition Plant perimeter
fence; THENCE N37°02′42″ E along said
boundary fence, 522.84 ft. to a 3⁄4″ solid
round iron rod; THENCE N32°56′27″ E
along said boundary fence, 349.60 ft. to
the top of a 5″ diameter iron pipe at a
fence corner in the Badger Army
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Ammunition Plant perimeter fence;
THENCE S85°35′58″ E along said
boundary fence, 116.31 ft. to the top of
a 5″ diameter iron pipe at a fence corner
in the Badger Army Ammunition Plant
perimeter fence; THENCE N79°40′05″ E
along said boundary fence, 88.90 ft. to
a 3⁄4″ solid round iron rod; THENCE
N89°42′24″ E along said boundary fence,
107.92 ft. to the top of a 5″ diameter iron
pipe at a fence corner in the Badger
Army Ammunition Plant perimeter
fence; THENCE S03°55′57″ E along said
boundary fence, 538.07 ft. to the top of
a 5″ diameter iron pipe at a fence corner
in the Badger Army Ammunition Plant
perimeter fence; THENCE S01°03′37″ W
along said boundary fence, 427.20 ft. to
the top of a 5″ diameter iron pipe at a
fence corner in the Badger Army
Ammunition Plant perimeter fence;
THENCE S89°02′38″ E along said
boundary fence, 1,057.00 ft. to the top
of a 5″ diameter iron pipe at a fence
corner in the Badger Army Ammunition
Plant perimeter fence; THENCE
S89°02′38″ E, 107.85 ft. to a 3⁄4″ solid
round iron rod; THENCE S29°57′32″ E,
110.60 ft. to a 3⁄4″ solid round iron rod;
THENCE S45°35′28″ E, 645.15 ft. to a
3⁄4″ solid round iron rod at the point of
curvature of a curve to the right having
a central angle of 45°34′28″ and a radius
of 280.00 ft.; thence southerly along the
arc of said curve, 222.72 ft. to the east
line of the SW1⁄4 of the SE1⁄4 of Section
35, T11N, R6E and the point of tangency
thereof, said curve having a long chord
bearing S22°48′14″ E, 216.89 ft.;
THENCE S00°01′00″ E along the east
line of said SW1⁄4 of the SE1⁄4, 983.91 ft.
to a 3⁄4″ solid round iron rod; thence
N88°28′32″ W, 358.22 ft. to a 3⁄4″ solid
round iron rod on the north line of the
NW1⁄4 of the NE1⁄4 of Section 2, T10N,
R6E; thence S89°57′01″ W along said
north line, 353.00 ft. to a 3⁄4″ solid round
iron rod; thence S0°17′43″ W, 316.48 ft.
to a 3⁄4″ solid round iron rod; thence
N89°57′01″ E, 353.00 ft. to a 3⁄4″ solid
round iron rod; thence N0°17′43″ E,
316.48 ft. to a 3⁄4″ solid round iron rod
on the north line of the NW1⁄4 of the
NE1⁄4 of Section 2, T10N, R6E; thence
S88°28′32″ E, 358.22 ft. to a 3⁄4″ solid
round iron rod; THENCE N89°47′45″ E,
1,770.12 ft. to a 3⁄4″ solid round iron rod
at the point of curvature of a curve to
the right having a central angle of
18°28′58″ and a radius of 656.00 ft.;
thence easterly along the arc of said
curve, 211.61 ft. to a 3⁄4″ solid round
iron rod at the point of compound
curvature thereof, said curve having a
long chord bearing S80°57′46″ E, 210.70
ft.; said compound curvature being the
beginning of a curve to the right having
a central angle of 51°35′40″ and a radius
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of 541.22 ft.; thence southeasterly along
the arc of said curve, 487.36 ft. to a 3⁄4″
solid round iron rod at the end of the
curve thereof, said curve having a long
chord bearing S30°08′16″ E, 471.06 ft.
THENCE S04°19′32″ E, 186.91 ft. to a
3⁄4″ solid round iron rod; THENCE
S02°46′22″ W, 2,101.76 ft. to a 3⁄4″ solid
round iron rod; THENCE S02°46′15″ W,
1,005.40 ft. to a 3⁄4″ solid round iron rod
at the point of curvature of a curve to
the right having a central angle of
58°50′20″, and a radius of 695.87 ft.;
thence southwesterly along the arc of
said curve, 714.61 ft. to a 3⁄4″ solid
round iron rod at point of reverse
curvature thereof, said curve having a
long chord bearing S32°57′32″ W,
683.62 ft.; the point of reverse curvature
being in a curve to the left having a
central angle of 57°26′32″ and a radius
of 1,277.16 ft.; thence southeasterly
along the arc of said curve, 1,280.42 ft.
to a 3⁄4″ solid round iron rod at the end
of the curve thereof, said curve having
a long chord bearing S34°25′24″ W,
1,227.47 ft.; THENCE S84°20′38″ E,
30.01 ft. to a 3⁄4″ solid round iron rod
at the point of curvature of a curve to
the left having a central angle of
02°26′12″ and a radius of 2,425.57 ft.;
thence southerly along the arc of said
curve, 103.16 ft. to a 3⁄4″ solid round
iron rod at the end of the curve thereof,
said curve having a long chord bearing
S03°19′53″ W, 103.15 ft.; THENCE
S00°57′46″ W, 380.83 ft. to a 3⁄4″ solid
round iron rod; THENCE N88°49′29″ W,
29.99 ft. to a 3⁄4″ solid round iron rod;
THENCE S00°57′44″ W, 913.21 ft. to a
3⁄4″ solid round iron rod; THENCE
N89°08′47″ W, 70.75 ft. to a 3⁄4″ solid
round iron rod at the point of curvature
of a curve to the right having a central
angle of 28°51′22″ and a radius of
274.99 ft.; thence southerly along the arc
of said curve, 138.50 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing S15°16′53″ W, 137.04 ft.;
THENCE S29°42′34″ W, 91.44 ft. to a 3⁄4″
solid round iron rod at the point of
curvature of a curve to the left having
a central angle of 04°06′24″, and a
radius of 1,902.00 ft.; thence southerly
along the arc of said curve, 136.33 ft. to
a 3⁄4″ solid round iron rod at the point
of tangency thereof, said curve having a
long chord bearing S27°39′22″ W,
136.30 ft.; THENCE S25°36′10″ W,
336.07 ft. to a 3⁄4″ solid round iron rod;
THENCE N89°00′17″ W, 2,293.93 ft. to
a 3⁄4″ solid round iron rod at the point
of curvature of a curve to the left having
a central angle of 32°47′08″ and a radius
of 171.64 ft.; thence westerly along the
arc of said curve, 98.21 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
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Federal Register / Vol. 80, No. 126 / Wednesday, July 1, 2015 / Notices
thereof, said curve having a long chord
bearing S74°36′09″ W, 96.88 ft.;
THENCE S58°12′35″ W, 4.12 ft. to a 3⁄4″
solid round iron rod at the point of
curvature of a curve to the right having
a central angle of 32°29′28″ and a radius
of 180.00 ft.; thence westerly along the
arc of said curve, 102.07 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing S74°27′19″ W, 100.71 ft.;
THENCE N89°17′57″ W, 380.98 ft. to a
3⁄4″ solid round iron rod; THENCE
N86°54′50″ W, 831.39 ft. to a 3⁄4″ solid
round iron rod; THENCE N89°53′10″ W,
96.40 ft. to a 3⁄4″ solid round iron rod
at the point of curvature of a curve to
the left having a central angle of
64°36′08″ and a radius of 189.00 ft.;
thence southwesterly along the arc of
said curve, 213.10 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing S57°48′46″ W, 201.99 ft.;
THENCE S25°30′42″ W, 24.98 ft. to a 3⁄4″
solid round iron rod at the point of
curvature of a curve to the right having
a central angle of 66°27′44″ and a radius
of 63.00 ft.; thence westerly along the
arc of said curve, 73.08 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing S58°44′34″ W, 69.05 ft.;
THENCE N88°01′34″ W, 214.61 ft. to a
3⁄4″ solid round iron rod at the point of
curvature of a curve to the left having
a central angle of 90°21′06″ and a radius
of 72.00 ft.; thence southerly along the
arc of said curve, 113.54 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing S46°47′53″ W, 102.14 ft;
THENCE S01°37′20″ W, 148.74 ft. to a
3⁄4″ solid round iron rod at the point of
curvature of a curve to the right having
a central angle of 89°03′28″ and a radius
of 61.00 ft.; thence westerly along the
arc of said curve, 94.82 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing S46°09′04″ W, 85.55 ft.;
THENCE N89°19′12″ W, 791.47 ft. to a
3⁄4″ solid round iron rod; THENCE
N01°18′03″ E, 405.32 ft. to a 3⁄4″ solid
round iron rod at the point of curvature
of a curve to the left having a central
angle of 02°45′20″ and a radius of
1,629.00 ft.; thence northerly along the
arc of said curve, 78.34 ft. to a 3⁄4″ solid
round iron rod at the point of tangency
thereof, said curve having a long chord
bearing N00°04′37″ W, 78.33 ft.
THENCE N01°27′17″ W, 241.79 ft. to a
3⁄4″ solid round iron rod at the point of
curvature of a curve to the left having
a central angle of 28°49′27″ and a radius
of 160.00 ft.; thence northwesterly along
the arc of said curve, 80.49 ft. to a 3⁄4″
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solid round iron rod at the point of
tangency thereof, said curve having a
long chord bearing N15°52′00.5″ W,
79.65 ft.; THENCE N30°16′44″ W,
103.56 ft. to a 3⁄4″ solid round iron rod
at the point of curvature of a curve to
the right having a central angle of
31°17′36″ and a radius of 192.00 ft.;
thence northerly along the arc of said
curve, 104.87 ft. to a 3⁄4″ solid round
iron rod at the point of tangency thereof,
said curve having a long chord bearing
N14°37′56″ W, 103.57 ft.; THENCE
N01°00′52″ E, 62.79 ft. to a 3⁄4″ solid
round iron rod; THENCE N89°06′24″ W,
380.04 ft. to a 3⁄4″ solid round iron rod;
THENCE N00°17′32″ W, 548.93 ft. to a
3⁄4″ solid round iron rod; THENCE
N01°03′16″ E, 1,517.93 ft. to a 3⁄4″ solid
round iron rod; THENCE N89°55′10″ W,
632.25 ft. to a 3⁄4″ solid round iron rod;
THENCE N00°33′46″ E, 93.42 ft. to a 3⁄4″
solid round iron rod at the point of
curvature of a curve to the right having
a central angle of 07°05′22″ and a radius
of 2,794.00 ft.; thence northerly along
the arc of said curve, 345.72 ft. to a 3⁄4″
solid round iron rod at the point of
tangency thereof, said curve having a
long chord bearing N04°06′27″ E, 345.50
ft.; THENCE N07°39′08″ E, 104.02 ft. to
a 3⁄4″ solid round iron rod at the point
of curvature of a curve to the left having
a central angle of 07°14′40″ and a radius
of 1,012.00 ft.; thence northerly along
the arc of said curve, 127.96 ft. to a 3⁄4″
solid round iron rod at the point of
tangency thereof, said curve having a
long chord bearing N04°01′48″ E, 127.87
ft.; THENCE N00°24′28″ E, 210.33 ft. to
a 3⁄4″ solid round iron rod; THENCE
N89°06′46″ W, 1,056.52 ft. to the west
line of the NW1⁄4 of the SE1⁄4 of Section
3, T10N, R6E; THENCE N00°36′25″ E
along said west line, 970.26 ft. to the
southwest corner of the NE1⁄4 of said
Section 3; THENCE N00°40′57″ E along
the west line of the NE1⁄4 of said Section
3, 2,747.19 ft. to the point of beginning.
Containing 67,650,480 square feet or
1,553.04 acres more or less.
Subject to the Following Easements to
the Town of Sumpter Around Existing
Cemeteries
Easement ‘‘A’’—90 Foot Easement
Around Cemetery PARCEL ‘‘O2’’
A parcel of land located in the
NW1⁄4 of the NE1⁄4 of Section 3, T10N,
R6E, Town of Sumpter, Sauk County,
Wisconsin more particularly described
as follows:
Commencing at a Harrison monument
at the northeast corner of said Section
3; thence S89°56′52″ W along the north
line of the NE1⁄4 of said Section 3,
2618.20 ft. to the south 1⁄4 corner of
Section 34, T11N, R6E; thence
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37653
N89°53′11″ E along the north line of the
NE1⁄4 of said Section 3, 20.16 ft. to the
north 1⁄4 corner of said Section 3; thence
S52°06′02″ E, 865.88 ft. to a
3⁄4″ solid round iron rod at the point of
beginning; thence N85°00′00″ E, 35.00
ft. to a 3⁄4″ solid round iron rod; thence
S5°00′00″ E, 35.00 ft. to a 3⁄4″ solid
round iron rod; thence S50°00′00″ E,
127.28 ft.; thence S85°00′00″ W, 215.00
ft.; thence N5°00′00″ W, 215.00 ft.;
thence N85°00′00″ E, 215.00 ft.; thence
S5°00′00″ E, 215.00 ft.; thence
N50°00′00″ W, 127.28 ft.; thence
S85°00′00″ W, 35.00 ft. to a 3⁄4″ solid
round iron rod; thence N5°00′00″ W,
35.00 ft. to the point of beginning.
Easement ‘‘B’’—90 Foot Easement
Around Cemetery PARCEL ‘‘O6’’
A parcel of land located in the NW1⁄4
of the NE1⁄4 of Section 2, T10N, R6E and
in the SW1⁄4 of the SE1⁄4 of Section 35,
T11N, R6E all in the town of Sumpter,
Sauk County, Wisconsin more
particularly described as follows:
Commencing at a Harrison monument
at the northeast corner of said Section
2; thence S89°57′01″ W along the north
line of the NE1⁄4 of the NE1⁄4 and the
north line of the NW1⁄4 of the NE1⁄4 of
said Section 2, 1667.80 ft. to a 3⁄4″ solid
round iron rod at the point of beginning;
thence S0°17′43″ W, 316.48 ft. to a 3⁄4″
solid round iron rod; thence S44°52′38″
E, 126.90 ft.; thence N0°17′43″ E, 496.48
ft.; thence S89°57′01″ W, 533.00 ft.;
thence S0°17′43″ W, 496.48 ft.; thence
N89°57′01″ E, 533.00 ft.; thence
N44°52′38″ W, 126.90 ft.; thence
S89°57′01″ W, 353.00 ft. to a 3⁄4″ solid
round iron rod; thence N0°17′43″ E,
316.48 ft. to a 3⁄4″ solid round iron rod
on the north line of the NW1⁄4 of the
NE1⁄4 of said Section 2; thence
N89°57′01″ E along said north line,
353.00 ft. to the point of beginning.
In addition, pursuant to the Act,
federally-owned structures on the
property have been transferred to the
Ho-Chunk Nation of Wisconsin in fee.
The transfer of the property has been
recorded at the Land Title Records
Office as BIA Land Titles and Records
Tract ID #: 439 T 2170.
Authority
This notice publishes the legal
description of the property in the
Federal Register. The Assistant
Secretary—Indian Affairs is issuing this
publication under authority delegated
by the Secretary of the Interior by 209
Departmental Manual 8.1, and with the
concurrence of the Secretary of the
Army.
E:\FR\FM\01JYN1.SGM
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37654
Federal Register / Vol. 80, No. 126 / Wednesday, July 1, 2015 / Notices
Dated: June 26, 2015.
Kevin K. Washburn,
Assistant Secretary—Indian Affairs.
[FR Doc. 2015–16196 Filed 6–30–15; 8:45 am]
BILLING CODE 4337–15–P
DEPARTMENT OF THE INTERIOR
National Park Service
[NPS–WASO–NAGPRA–18374;
PPWOCRADN0–PCU00RP15.R50000]
Native American Graves Protection
and Repatriation Review Committee:
Notice of Nomination Solicitation
National Park Service, Interior.
ACTION: Notice of request for
nominations.
AGENCY:
The National Park Service is
seeking nominations for one member of
the Native American Graves Protection
and Repatriation Review Committee
(Review Committee). The Secretary of
the Interior will appoint the member
from nominations submitted by Indian
tribes, Native Hawaiian organizations,
and traditional Native American
religious leaders. The nominee need not
be a traditional Indian religious leader.
DATES: Nominations must be received
by August 31, 2015.
ADDRESSES: Melanie O’Brien, Manager,
National NAGPRA Program (2253),
National Park Service, 1849 C Street
NW., Washington, DC 20240, or via
email nagpra_dfo@nps.gov.
FOR FURTHER INFORMATION CONTACT:
Melanie O’Brien, Manager, National
NAGPRA Program (2253), National Park
Service, 1849 C Street NW.,
Washington, DC 20240, or via email
nagpra_dfo@nps.gov.
SUPPLEMENTARY INFORMATION: The
Review Committee was established by
the Native American Graves Protection
and Repatriation Act of 1990
(NAGPRA), at 25 U.S.C. 3006, 5 U.S.C.
Appendix 2.
The Review Committee is responsible
for:
1. Monitoring the NAGPRA inventory
and identification process;
2. Reviewing and making findings
related to the identity or cultural
affiliation of cultural items, or the return
of such items;
3. Facilitating the resolution of
disputes;
4. Compiling an inventory of
culturally unidentifiable human
remains and developing a process for
disposition of such remains;
5. Consulting with Indian tribes and
Native Hawaiian organizations and
museums on matters within the scope of
tkelley on DSK3SPTVN1PROD with NOTICES
SUMMARY:
VerDate Sep<11>2014
19:44 Jun 30, 2015
Jkt 235001
the work of the Review Committee
affecting such tribes or organizations;
6. Consulting with the Secretary of the
Interior in the development of
regulations to carry out NAGPRA; and
7. Making recommendations regarding
future care of repatriated cultural items.
The Review Committee consists of
seven members appointed by the
Secretary of the Interior. The Secretary
may not appoint Federal officers or
employees to the Review Committee.
Three members are appointed from
nominations submitted by Indian tribes,
Native Hawaiian organizations, and
traditional Native American religious
leaders. At least two of these members
must be traditional Indian religious
leaders. Three members are appointed
from nominations submitted by national
museum or scientific organizations. One
member is appointed from a list of
persons developed and consented to by
all of the other members.
Members serve as Special
Governmental Employees, which
requires completion of annual ethics
training. Members are appointed for 4year terms and incumbent members may
be reappointed for 2-year terms. The
Review Committee’s work takes place
during public meetings. The Review
Committee normally meets in person
two times per year, normally for two or
three days. The Review Committee may
also hold one or more public
teleconferences of several hours
duration.
Review Committee members serve
without pay but shall be reimbursed for
each day the member participates in
Review Committee meetings. Review
Committee members are reimbursed for
travel expenses incurred in association
with Review Committee meetings (25
U.S.C. 3006(b)(4)). Additional
information regarding the Review
Committee, including the Review
Committee’s charter, meeting protocol,
and dispute resolution procedures, is
available on the National NAGPRA
Program Web site, at www.nps.gov/
NAGPRA/REVIEW/.
Individuals who are federally
registered lobbyists are ineligible to
serve on all FACA and non-FACA
boards, committees, or councils in an
individual capacity. The term
‘‘individual capacity’’ refers to
individuals who are appointed to
exercise their own individual best
judgment on behalf of the government,
such as when they are designated
Special Government Employees, rather
than being appointed to represent a
particular interest.
Nominations should:
1. Be submitted on the official
letterhead of the tribe or organization.
PO 00000
Frm 00075
Fmt 4703
Sfmt 4703
2. Affirm that the signatory is the
official authorized by the tribe or
organization to submit the nomination.
3. Nominations by a traditional
religious leader must explain that he or
she is a traditional religious leader.
4. Include the nominee’s full legal
name, home address, home telephone
number, and email address.
5. Include the nominee’s resume or a
brief biography of the nominee, in
which the nominee’s NAGPRA
experience and ability to work as a
member of a Federal advisory
committee are addressed.
Dated: June 19, 2015.
Alma Ripps,
Chief, Office of Policy.
[FR Doc. 2015–16103 Filed 6–30–15; 8:45 am]
BILLING CODE 4310–EE–P
DEPARTMENT OF THE INTERIOR
National Park Service
[NPS–WASO–NRNHL–18569;
PPWOCRADI0, PCU00RP14.R50000]
National Register of Historic Places;
Notification of Pending Nominations
and Related Actions
Nominations for the following
properties being considered for listing
or related actions in the National
Register were received by the National
Park Service before May 30, 2015.
Pursuant to § 60.13 of 36 CFR part 60,
written comments are being accepted
concerning the significance of the
nominated properties under the
National Register criteria for evaluation.
Comments may be forwarded by United
States Postal Service, to the National
Register of Historic Places, National
Park Service, 1849 C St. NW., MS 2280,
Washington, DC 20240; by all other
carriers, National Register of Historic
Places, National Park Service,1201 Eye
St. NW., 8th floor, Washington, DC
20005; or by fax, 202–371–6447. Written
or faxed comments should be submitted
by July 16, 2015. Before including your
address, phone number, email address,
or other personal identifying
information in your comment, you
should be aware that your entire
comment—including your personal
identifying information—may be made
publicly available at any time. While
you can ask us in your comment to
withhold your personal identifying
information from public review, we
cannot guarantee that we will be able to
do so.
E:\FR\FM\01JYN1.SGM
01JYN1
]]>Agencies
[Federal Register Volume 80, Number 126 (Wednesday, July 1, 2015)]
[Notices]
[Pages 37651-37654]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2015-16196]
-----------------------------------------------------------------------
DEPARTMENT OF THE INTERIOR
Bureau of Indian Affairs
[156A2100DD/AAKC001030/A0A501010.999900 253G]
Land Acquisition; Ho-Chunk Nation of Wisconsin
AGENCY: Bureau of Indian Affairs, Interior.
ACTION: Notice of Acquisition of Land into Trust.
-----------------------------------------------------------------------
SUMMARY: The United States has acquired approximately 1,553 acres of
Federal land within the boundary of the former Badger Army Ammunition
Plant near Baraboo, Wisconsin, in trust for the Ho-Chunk Nation of
Wisconsin. The acquisition was effectuated by the National Defense
Authorization Act for Fiscal Year 2015. This notice provides a legal
description of the property.
FOR FURTHER INFORMATION CONTACT: Mr. Michael Black, Director, Bureau of
Indian Affairs, MS-4606 MIB, 1849 C Street, NW., Washington, DC 20240;
Telephone (202) 208-5116.
SUPPLEMENTARY INFORMATION: On December 12, 2014, Congress passed the
National Defense Authorization Act for Fiscal Year 2015 (Act), and on
December 19, 2015, the President signed the Act into law. See Public
Law 113-291. The Act legislatively transferred approximately 1,553
acres located within the boundary of the former Badger Army Ammunition
Plant near Baraboo, Wisconsin, to the Secretary of the Interior in
trust for the Ho-Chunk Nation of Wisconsin. The legislation effectuated
the acquisition of the land in trust and clarified responsibility and
liability with regard to conduct or activities that took place on the
land before the transfer. 160 Cong. Rec. S6722 (daily ed. Dec. 12,
2014) (statement of Sen. Baldwin).
The approximately 1,533 acres are within the boundary of the former
Badger Army Ammunition Plan, near Baraboo, Wisconsin, and the external
boundary is described as follows:
BIA-Ho-Chunk Nation Reservation Trust Land Former Badger Army
Ammunition Plant, Sauk Co. WI. Legal Description
A parcel of land located in the NW\1/4\ of the SE\1/4\, the NE\1/4\
of the SE\1/4\, the SE\1/4\ of the SE\1/4\ and the SW\1/4\ of the SE\1/
4\ of Section 34, the NW\1/4\ of the SW\1/4\, the NE\1/4\ of the SW\1/
4\, the SE\1/4\ of the SW\1/4\, the SW\1/4\ of the SW\1/4\, the NW\1/4\
of the SE\1/4\ and the SW\1/4\ of the SE\1/4\ of Section 35, all in
T11N, R6E, Town of Sumpter, Sauk County, Wisconsin, the NW\1/4\ of the
NW\1/4\, the SW\1/4\ of the NW\1/4\, the NW\1/4\ of the SW\1/4\ and the
SW\1/4\ of the SW\1/4\ of Section 1, the NE\1/4\ of the NE\1/4\, the
NW\1/4\ of the NE\1/4\, the SW\1/4\ of the NE\1/4\, the SE\1/4\ of the
NE\1/4\, the NE\1/4\ of the NW\1/4\, the NW\1/4\ of the NW\1/4\, the
SW\1/4\ of the NW\1/4\, the SE\1/4\ of the NW\1/4\, the NE\1/4\ of the
SW\1/4\, the NW\1/4\ of the SW\1/4\, the SW\1/4\ of the SW\1/4\, the
SE\1/4\ of the SW\1/4\, the NE\1/4\ of the SE\1/4\, the NW\1/4\ of the
SE\1/4\, the SW\1/4\ of the
[[Page 37652]]
SE\1/4\ and SE\1/4\ of the SE\1/4\ of Section 2, the NE\1/4\ of the
NE\1/4\, the NW\1/4\ of the NE\1/4\, the SW\1/4\ of the NE\1/4\, the
SE\1/4\ of the NE\1/4\, the NE\1/4\ of the SE\1/4\, the NW\1/4\ of the
SE\1/4\, the SW\1/4\ of the SE\1/4\ and SE\1/4\ of the SE\1/4\ of
Section 3, the NE\1/4\ of the NE\1/4\ and the SE\1/4\ of the NE\1/4\ of
Section 10, the NE\1/4\ of the NE\1/4\, the NW\1/4\ of the NE\1/4\, the
SW\1/4\ of the NE\1/4\, the SE\1/4\ of the NE\1/4\, the NE\1/4\ of the
NW\1/4\, the NW\1/4\ of the NW\1/4\, the SW\1/4\ of the NW\1/4\, the
SE\1/4\ of the NW\1/4\ of Section 11, all in T10N, R6E, Town of
Sumpter, Sauk County, Wisconsin more particularly described as follows:
Commencing at the north quarter corner of Section 3, T10N, R6E;
thence S52[deg]06'02'' E, 865.88 ft. to a \3/4\'' solid round iron rod;
thence N85[deg]00'00'' E, 35.00 ft. to a \3/4\'' solid round iron rod;
thence S5[deg]00'00'' E, 35.00 ft. to a \3/4\'' solid round iron rod;
thence S85[deg]00'00'' W, 35.00 ft. to a \3/4\'' solid round iron rod;
thence N5[deg]0'00'' W, 35.00 ft. to a \3/4\'' solid round iron rod;
thence N52[deg]06'02'' W, 865.88 ft. to the north quarter corner of
section 3, T10N, R6E; THENCE N89[deg]53'11'' E along the north line of
the NW\1/4\ of the NE\1/4\ of said Section 3, 20.16 ft. to the south
quarter corner of Section 34, T11N, R6E; THENCE N89[deg]56'52'' E along
the south line of the SW\1/4\ of the SE\1/4\ of said Section 34, 6.71
ft. to the centerline of United States Highway ``12''; THENCE
N00[deg]55'51'' E along said centerline, 940.81 ft. to the point of
curvature of a curve to the right having a central angle of
05[deg]40'12'' and a radius of 1,910.00 ft.; thence northeasterly along
the arc of said curve and said centerline, 189.02 ft. to the point of
tangency thereof, said curve having a long chord bearing
N03[deg]45'57'' E, 188.94 ft.; THENCE N06[deg]36'03'' E along said
centerline, 701.17 ft. to a westerly extension of the north boundary
fence of the Badger Army Ammunition Plant; THENCE S89[deg]01'57'' E
along said boundary fence extension, 121.59 ft. to a \3/4\'' solid
round iron rod on the east right-of-way line of said United States
Highway ``12''; THENCE S89[deg]01'57'' E along said boundary fence,
3,730.27 ft. to the top of a 5'' diameter iron pipe at a fence corner
in the Badger Army Ammunition Plant perimeter fence; THENCE
N01[deg]49'33'' E along said boundary fence, 231.54 ft. to the top of a
5'' diameter iron pipe at a fence corner in the Badger Army Ammunition
Plant perimeter fence; THENCE N37[deg]02'42'' E along said boundary
fence, 522.84 ft. to a \3/4\'' solid round iron rod; THENCE
N32[deg]56'27'' E along said boundary fence, 349.60 ft. to the top of a
5'' diameter iron pipe at a fence corner in the Badger Army Ammunition
Plant perimeter fence; THENCE S85[deg]35'58'' E along said boundary
fence, 116.31 ft. to the top of a 5'' diameter iron pipe at a fence
corner in the Badger Army Ammunition Plant perimeter fence; THENCE
N79[deg]40'05'' E along said boundary fence, 88.90 ft. to a \3/4\''
solid round iron rod; THENCE N89[deg]42'24'' E along said boundary
fence, 107.92 ft. to the top of a 5'' diameter iron pipe at a fence
corner in the Badger Army Ammunition Plant perimeter fence; THENCE
S03[deg]55'57'' E along said boundary fence, 538.07 ft. to the top of a
5'' diameter iron pipe at a fence corner in the Badger Army Ammunition
Plant perimeter fence; THENCE S01[deg]03'37'' W along said boundary
fence, 427.20 ft. to the top of a 5'' diameter iron pipe at a fence
corner in the Badger Army Ammunition Plant perimeter fence; THENCE
S89[deg]02'38'' E along said boundary fence, 1,057.00 ft. to the top of
a 5'' diameter iron pipe at a fence corner in the Badger Army
Ammunition Plant perimeter fence; THENCE S89[deg]02'38'' E, 107.85 ft.
to a \3/4\'' solid round iron rod; THENCE S29[deg]57'32'' E, 110.60 ft.
to a \3/4\'' solid round iron rod; THENCE S45[deg]35'28'' E, 645.15 ft.
to a \3/4\'' solid round iron rod at the point of curvature of a curve
to the right having a central angle of 45[deg]34'28'' and a radius of
280.00 ft.; thence southerly along the arc of said curve, 222.72 ft. to
the east line of the SW\1/4\ of the SE\1/4\ of Section 35, T11N, R6E
and the point of tangency thereof, said curve having a long chord
bearing S22[deg]48'14'' E, 216.89 ft.; THENCE S00[deg]01'00'' E along
the east line of said SW\1/4\ of the SE\1/4\, 983.91 ft. to a \3/4\''
solid round iron rod; thence N88[deg]28'32'' W, 358.22 ft. to a \3/4\''
solid round iron rod on the north line of the NW\1/4\ of the NE\1/4\ of
Section 2, T10N, R6E; thence S89[deg]57'01'' W along said north line,
353.00 ft. to a \3/4\'' solid round iron rod; thence S0[deg]17'43'' W,
316.48 ft. to a \3/4\'' solid round iron rod; thence N89[deg]57'01'' E,
353.00 ft. to a \3/4\'' solid round iron rod; thence N0[deg]17'43'' E,
316.48 ft. to a \3/4\'' solid round iron rod on the north line of the
NW\1/4\ of the NE\1/4\ of Section 2, T10N, R6E; thence S88[deg]28'32''
E, 358.22 ft. to a \3/4\'' solid round iron rod; THENCE N89[deg]47'45''
E, 1,770.12 ft. to a \3/4\'' solid round iron rod at the point of
curvature of a curve to the right having a central angle of
18[deg]28'58'' and a radius of 656.00 ft.; thence easterly along the
arc of said curve, 211.61 ft. to a \3/4\'' solid round iron rod at the
point of compound curvature thereof, said curve having a long chord
bearing S80[deg]57'46'' E, 210.70 ft.; said compound curvature being
the beginning of a curve to the right having a central angle of
51[deg]35'40'' and a radius of 541.22 ft.; thence southeasterly along
the arc of said curve, 487.36 ft. to a \3/4\'' solid round iron rod at
the end of the curve thereof, said curve having a long chord bearing
S30[deg]08'16'' E, 471.06 ft. THENCE S04[deg]19'32'' E, 186.91 ft. to a
\3/4\'' solid round iron rod; THENCE S02[deg]46'22'' W, 2,101.76 ft. to
a \3/4\'' solid round iron rod; THENCE S02[deg]46'15'' W, 1,005.40 ft.
to a \3/4\'' solid round iron rod at the point of curvature of a curve
to the right having a central angle of 58[deg]50'20'', and a radius of
695.87 ft.; thence southwesterly along the arc of said curve, 714.61
ft. to a \3/4\'' solid round iron rod at point of reverse curvature
thereof, said curve having a long chord bearing S32[deg]57'32'' W,
683.62 ft.; the point of reverse curvature being in a curve to the left
having a central angle of 57[deg]26'32'' and a radius of 1,277.16 ft.;
thence southeasterly along the arc of said curve, 1,280.42 ft. to a \3/
4\'' solid round iron rod at the end of the curve thereof, said curve
having a long chord bearing S34[deg]25'24'' W, 1,227.47 ft.; THENCE
S84[deg]20'38'' E, 30.01 ft. to a \3/4\'' solid round iron rod at the
point of curvature of a curve to the left having a central angle of
02[deg]26'12'' and a radius of 2,425.57 ft.; thence southerly along the
arc of said curve, 103.16 ft. to a \3/4\'' solid round iron rod at the
end of the curve thereof, said curve having a long chord bearing
S03[deg]19'53'' W, 103.15 ft.; THENCE S00[deg]57'46'' W, 380.83 ft. to
a \3/4\'' solid round iron rod; THENCE N88[deg]49'29'' W, 29.99 ft. to
a \3/4\'' solid round iron rod; THENCE S00[deg]57'44'' W, 913.21 ft. to
a \3/4\'' solid round iron rod; THENCE N89[deg]08'47'' W, 70.75 ft. to
a \3/4\'' solid round iron rod at the point of curvature of a curve to
the right having a central angle of 28[deg]51'22'' and a radius of
274.99 ft.; thence southerly along the arc of said curve, 138.50 ft. to
a \3/4\'' solid round iron rod at the point of tangency thereof, said
curve having a long chord bearing S15[deg]16'53'' W, 137.04 ft.; THENCE
S29[deg]42'34'' W, 91.44 ft. to a \3/4\'' solid round iron rod at the
point of curvature of a curve to the left having a central angle of
04[deg]06'24'', and a radius of 1,902.00 ft.; thence southerly along
the arc of said curve, 136.33 ft. to a \3/4\'' solid round iron rod at
the point of tangency thereof, said curve having a long chord bearing
S27[deg]39'22'' W, 136.30 ft.; THENCE S25[deg]36'10'' W, 336.07 ft. to
a \3/4\'' solid round iron rod; THENCE N89[deg]00'17'' W, 2,293.93 ft.
to a \3/4\'' solid round iron rod at the point of curvature of a curve
to the left having a central angle of 32[deg]47'08'' and a radius of
171.64 ft.; thence westerly along the arc of said curve, 98.21 ft. to a
\3/4\'' solid round iron rod at the point of tangency
[[Page 37653]]
thereof, said curve having a long chord bearing S74[deg]36'09'' W,
96.88 ft.; THENCE S58[deg]12'35'' W, 4.12 ft. to a \3/4\'' solid round
iron rod at the point of curvature of a curve to the right having a
central angle of 32[deg]29'28'' and a radius of 180.00 ft.; thence
westerly along the arc of said curve, 102.07 ft. to a \3/4\'' solid
round iron rod at the point of tangency thereof, said curve having a
long chord bearing S74[deg]27'19'' W, 100.71 ft.; THENCE
N89[deg]17'57'' W, 380.98 ft. to a \3/4\'' solid round iron rod; THENCE
N86[deg]54'50'' W, 831.39 ft. to a \3/4\'' solid round iron rod; THENCE
N89[deg]53'10'' W, 96.40 ft. to a \3/4\'' solid round iron rod at the
point of curvature of a curve to the left having a central angle of
64[deg]36'08'' and a radius of 189.00 ft.; thence southwesterly along
the arc of said curve, 213.10 ft. to a \3/4\'' solid round iron rod at
the point of tangency thereof, said curve having a long chord bearing
S57[deg]48'46'' W, 201.99 ft.; THENCE S25[deg]30'42'' W, 24.98 ft. to a
\3/4\'' solid round iron rod at the point of curvature of a curve to
the right having a central angle of 66[deg]27'44'' and a radius of
63.00 ft.; thence westerly along the arc of said curve, 73.08 ft. to a
\3/4\'' solid round iron rod at the point of tangency thereof, said
curve having a long chord bearing S58[deg]44'34'' W, 69.05 ft.; THENCE
N88[deg]01'34'' W, 214.61 ft. to a \3/4\'' solid round iron rod at the
point of curvature of a curve to the left having a central angle of
90[deg]21'06'' and a radius of 72.00 ft.; thence southerly along the
arc of said curve, 113.54 ft. to a \3/4\'' solid round iron rod at the
point of tangency thereof, said curve having a long chord bearing
S46[deg]47'53'' W, 102.14 ft; THENCE S01[deg]37'20'' W, 148.74 ft. to a
\3/4\'' solid round iron rod at the point of curvature of a curve to
the right having a central angle of 89[deg]03'28'' and a radius of
61.00 ft.; thence westerly along the arc of said curve, 94.82 ft. to a
\3/4\'' solid round iron rod at the point of tangency thereof, said
curve having a long chord bearing S46[deg]09'04'' W, 85.55 ft.; THENCE
N89[deg]19'12'' W, 791.47 ft. to a \3/4\'' solid round iron rod; THENCE
N01[deg]18'03'' E, 405.32 ft. to a \3/4\'' solid round iron rod at the
point of curvature of a curve to the left having a central angle of
02[deg]45'20'' and a radius of 1,629.00 ft.; thence northerly along the
arc of said curve, 78.34 ft. to a \3/4\'' solid round iron rod at the
point of tangency thereof, said curve having a long chord bearing
N00[deg]04'37'' W, 78.33 ft. THENCE N01[deg]27'17'' W, 241.79 ft. to a
\3/4\'' solid round iron rod at the point of curvature of a curve to
the left having a central angle of 28[deg]49'27'' and a radius of
160.00 ft.; thence northwesterly along the arc of said curve, 80.49 ft.
to a \3/4\'' solid round iron rod at the point of tangency thereof,
said curve having a long chord bearing N15[deg]52'00.5'' W, 79.65 ft.;
THENCE N30[deg]16'44'' W, 103.56 ft. to a \3/4\'' solid round iron rod
at the point of curvature of a curve to the right having a central
angle of 31[deg]17'36'' and a radius of 192.00 ft.; thence northerly
along the arc of said curve, 104.87 ft. to a \3/4\'' solid round iron
rod at the point of tangency thereof, said curve having a long chord
bearing N14[deg]37'56'' W, 103.57 ft.; THENCE N01[deg]00'52'' E, 62.79
ft. to a \3/4\'' solid round iron rod; THENCE N89[deg]06'24'' W, 380.04
ft. to a \3/4\'' solid round iron rod; THENCE N00[deg]17'32'' W, 548.93
ft. to a \3/4\'' solid round iron rod; THENCE N01[deg]03'16'' E,
1,517.93 ft. to a \3/4\'' solid round iron rod; THENCE N89[deg]55'10''
W, 632.25 ft. to a \3/4\'' solid round iron rod; THENCE N00[deg]33'46''
E, 93.42 ft. to a \3/4\'' solid round iron rod at the point of
curvature of a curve to the right having a central angle of
07[deg]05'22'' and a radius of 2,794.00 ft.; thence northerly along the
arc of said curve, 345.72 ft. to a \3/4\'' solid round iron rod at the
point of tangency thereof, said curve having a long chord bearing
N04[deg]06'27'' E, 345.50 ft.; THENCE N07[deg]39'08'' E, 104.02 ft. to
a \3/4\'' solid round iron rod at the point of curvature of a curve to
the left having a central angle of 07[deg]14'40'' and a radius of
1,012.00 ft.; thence northerly along the arc of said curve, 127.96 ft.
to a \3/4\'' solid round iron rod at the point of tangency thereof,
said curve having a long chord bearing N04[deg]01'48'' E, 127.87 ft.;
THENCE N00[deg]24'28'' E, 210.33 ft. to a \3/4\'' solid round iron rod;
THENCE N89[deg]06'46'' W, 1,056.52 ft. to the west line of the NW\1/4\
of the SE\1/4\ of Section 3, T10N, R6E; THENCE N00[deg]36'25'' E along
said west line, 970.26 ft. to the southwest corner of the NE\1/4\ of
said Section 3; THENCE N00[deg]40'57'' E along the west line of the
NE\1/4\ of said Section 3, 2,747.19 ft. to the point of beginning.
Containing 67,650,480 square feet or 1,553.04 acres more or less.
Subject to the Following Easements to the Town of Sumpter Around
Existing Cemeteries
Easement ``A''--90 Foot Easement Around Cemetery PARCEL ``O2''
A parcel of land located in the NW\1/4\ of the NE\1/4\ of Section
3, T10N, R6E, Town of Sumpter, Sauk County, Wisconsin more particularly
described as follows:
Commencing at a Harrison monument at the northeast corner of said
Section 3; thence S89[deg]56'52'' W along the north line of the NE\1/4\
of said Section 3, 2618.20 ft. to the south \1/4\ corner of Section 34,
T11N, R6E; thence N89[deg]53'11'' E along the north line of the NE\1/4\
of said Section 3, 20.16 ft. to the north \1/4\ corner of said Section
3; thence S52[deg]06'02'' E, 865.88 ft. to a \3/4\'' solid round iron
rod at the point of beginning; thence N85[deg]00'00'' E, 35.00 ft. to a
\3/4\'' solid round iron rod; thence S5[deg]00'00'' E, 35.00 ft. to a
\3/4\'' solid round iron rod; thence S50[deg]00'00'' E, 127.28 ft.;
thence S85[deg]00'00'' W, 215.00 ft.; thence N5[deg]00'00'' W, 215.00
ft.; thence N85[deg]00'00'' E, 215.00 ft.; thence S5[deg]00'00'' E,
215.00 ft.; thence N50[deg]00'00'' W, 127.28 ft.; thence
S85[deg]00'00'' W, 35.00 ft. to a \3/4\'' solid round iron rod; thence
N5[deg]00'00'' W, 35.00 ft. to the point of beginning.
Easement ``B''--90 Foot Easement Around Cemetery PARCEL ``O6''
A parcel of land located in the NW\1/4\ of the NE\1/4\ of Section
2, T10N, R6E and in the SW\1/4\ of the SE\1/4\ of Section 35, T11N, R6E
all in the town of Sumpter, Sauk County, Wisconsin more particularly
described as follows:
Commencing at a Harrison monument at the northeast corner of said
Section 2; thence S89[deg]57'01'' W along the north line of the NE\1/4\
of the NE\1/4\ and the north line of the NW\1/4\ of the NE\1/4\ of said
Section 2, 1667.80 ft. to a \3/4\'' solid round iron rod at the point
of beginning; thence S0[deg]17'43'' W, 316.48 ft. to a \3/4\'' solid
round iron rod; thence S44[deg]52'38'' E, 126.90 ft.; thence
N0[deg]17'43'' E, 496.48 ft.; thence S89[deg]57'01'' W, 533.00 ft.;
thence S0[deg]17'43'' W, 496.48 ft.; thence N89[deg]57'01'' E, 533.00
ft.; thence N44[deg]52'38'' W, 126.90 ft.; thence S89[deg]57'01'' W,
353.00 ft. to a \3/4\'' solid round iron rod; thence N0[deg]17'43'' E,
316.48 ft. to a \3/4\'' solid round iron rod on the north line of the
NW\1/4\ of the NE\1/4\ of said Section 2; thence N89[deg]57'01'' E
along said north line, 353.00 ft. to the point of beginning.
In addition, pursuant to the Act, federally-owned structures on the
property have been transferred to the Ho-Chunk Nation of Wisconsin in
fee. The transfer of the property has been recorded at the Land Title
Records Office as BIA Land Titles and Records Tract ID #: 439 T 2170.
Authority
This notice publishes the legal description of the property in the
Federal Register. The Assistant Secretary--Indian Affairs is issuing
this publication under authority delegated by the Secretary of the
Interior by 209 Departmental Manual 8.1, and with the concurrence of
the Secretary of the Army.
[[Page 37654]]
Dated: June 26, 2015.
Kevin K. Washburn,
Assistant Secretary--Indian Affairs.
[FR Doc. 2015-16196 Filed 6-30-15; 8:45 am]
BILLING CODE 4337-15-P
