Land Acquisition; Ho-Chunk Nation of Wisconsin, 37651-37654 [2015-16196]

Download as PDF 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. tkelley on DSK3SPTVN1PROD with NOTICES 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. VerDate Sep<11>2014 18:30 Jun 30, 2015 Jkt 235001 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. PO 00000 Frm 00072 Fmt 4703 Sfmt 4703 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 E:\FR\FM\01JYN1.SGM 01JYN1 tkelley on DSK3SPTVN1PROD with NOTICES 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 VerDate Sep<11>2014 18:30 Jun 30, 2015 Jkt 235001 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 PO 00000 Frm 00073 Fmt 4703 Sfmt 4703 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 E:\FR\FM\01JYN1.SGM 01JYN1 tkelley on DSK3SPTVN1PROD with NOTICES 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″ VerDate Sep<11>2014 19:39 Jun 30, 2015 Jkt 235001 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 PO 00000 Frm 00074 Fmt 4703 Sfmt 4703 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 01JYN1 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