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    History and Method of Indian Allotment Surveys

    Source: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author:
    Leroy K. Latta, Jr.
    DOI: 10.1061/(ASCE)0733-9453(1989)115:4(362)
    Publisher: American Society of Civil Engineers
    Abstract: Federal land surveys were mandated by Indian treaties, executive orders, and acts of Congress to expedite the allotment of Indian reservations. Congressional funding for these surveys seldom equaled the costs of the task. Various federal agencies were responsible for establishing allotment boundaries. The three‐mile method was the technique developed to subdivide a section, with monuments established at equidistant points on a line instead of at intersections with perpendicular lines, as public‐land surveys require. This reduced survey mileage and costs. Also, Indian allotment corners were set by the federal surveyor, rather than protracting the section subdivision on the plat and leaving monumentation to private surveyors hired by the land claimant. Only on exterior section boundaries are the allotment corners in the same position as their counterpart aliquot‐part corners. Problems arise when modern resurveys ignore, or do not discover, existing three‐mile method surveys, and sections are resubdivided by aliquot‐part public land methods. The result is mislocated boundaries, which may place allotment land and resources outside the erroneous resurvey lines.
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      History and Method of Indian Allotment Surveys

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    https://yetl.yabesh.ir/yetl1/handle/yetl/35618
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    contributor authorLeroy K. Latta, Jr.
    date accessioned2017-05-08T21:01:13Z
    date available2017-05-08T21:01:13Z
    date copyrightNovember 1989
    date issued1989
    identifier other%28asce%290733-9453%281989%29115%3A4%28362%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35618
    description abstractFederal land surveys were mandated by Indian treaties, executive orders, and acts of Congress to expedite the allotment of Indian reservations. Congressional funding for these surveys seldom equaled the costs of the task. Various federal agencies were responsible for establishing allotment boundaries. The three‐mile method was the technique developed to subdivide a section, with monuments established at equidistant points on a line instead of at intersections with perpendicular lines, as public‐land surveys require. This reduced survey mileage and costs. Also, Indian allotment corners were set by the federal surveyor, rather than protracting the section subdivision on the plat and leaving monumentation to private surveyors hired by the land claimant. Only on exterior section boundaries are the allotment corners in the same position as their counterpart aliquot‐part corners. Problems arise when modern resurveys ignore, or do not discover, existing three‐mile method surveys, and sections are resubdivided by aliquot‐part public land methods. The result is mislocated boundaries, which may place allotment land and resources outside the erroneous resurvey lines.
    publisherAmerican Society of Civil Engineers
    titleHistory and Method of Indian Allotment Surveys
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1989)115:4(362)
    treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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