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This 1988 BLM map depicts the principal meridians and baselines used for surveying states (colored) in the Public Land Survey System.

The Public Land Survey System (PLSS) is the surveying method developed and used in the United States to plat, or divide, real property for sale and settling. Also known as the Rectangular Survey System, it was created by the Land Ordinance of 1785 to survey land ceded to the United States by the Treaty of Paris in 1783, following the end of the American Revolution. Beginning with the Seven Ranges in present-day Ohio, the PLSS has been used as the primary survey method in the United States. Following the passage of the Northwest Ordinance in 1787, the Surveyor General of the Northwest Territory platted lands in the Northwest Territory. The Surveyor General was later merged with the United States General Land Office, which later became a part of the U.S. Bureau of Land Management (BLM). Today, the BLM controls the survey, sale, and settling of lands acquired by the United States.


Map of territorial growth 1775
Northwest territory
Monument referencing the beginning point of the PLSS

Originally proposed by Thomas Jefferson to create a nation of "yeoman farmers",[1] the PLSS began shortly after the American Revolutionary War, when the federal government became responsible for large areas of land west of the original thirteen states. The government wished both to distribute land to Revolutionary War soldiers in reward for their services and to sell land as a way of raising money for the nation. Before this could happen, the land needed to be surveyed.[2]

The Land Ordinance of 1785 marks the beginning of the Public Land Survey System. The Confederation Congress was deeply in debt following the Declaration of Independence. With little power to tax, the federal government decided to use the sale of the Western Territories to pay off war debt. The PLSS has been expanded and slightly modified by Letters of Instruction and Manuals of Instruction, issued by the General Land Office and the Bureau of Land Management and continues in use in most of the states west of Pennsylvania, south to Florida, Alabama, and Mississippi, west to the Pacific Ocean, and north into the Arctic in Alaska.


The original colonies (including their derivatives Maine, Vermont, Tennessee, Kentucky and West Virginia) continued the British system of metes and bounds. This system describes property lines based on local markers and bounds drawn by humans, often based on topography. A typical, yet simple, description under this system might read "From the point on the north bank of Muddy Creek one mile above the junction of Muddy and Indian Creeks, north for 400 yards, then northwest to the large standing rock, west to the large oak tree, south to Muddy Creek, then down the center of the creek to the starting point."[3]

Particularly in New England, this system was supplemented by drawing town plats. The metes and bounds system was used to describe a town of a generally rectangular shape, 4 to 6 miles (6.4 to 9.7 km) on a side. Within this boundary, a map or plat was maintained that showed all the individual lots or properties.

There are some difficulties with this system:

In the 1783 Treaty of Paris recognizing the United States, Britain also recognized American rights to the land south of the Great Lakes and west to the Mississippi River. The Continental Congress passed the Land Ordinance of 1785 and then the Northwest Ordinance in 1787 to control the survey, sale, and settling of the new lands. The original 13 colonies donated their western lands to the new union, for the purpose of giving land for new states. These include the lands that formed the Northwest Territory, Kentucky, Tennessee, Alabama, and Mississippi. The state that gave up the most was Virginia, whose original claim included most of the Northwest Territory and Kentucky. Some of the western land was claimed by more than one state, especially in the northwest, where parts were claimed by Virginia, Pennsylvania, and Connecticut, all three of which had claimed lands all the way to the Pacific Ocean.


The first surveys under the new rectangular system were in eastern Ohio in an area called the Seven Ranges. The Beginning Point of the U.S. Public Land Survey is at a point on the Ohio-Pennsylvania border between East Liverpool, Ohio, and Ohioville, Pennsylvania, on private property. A National Historic Landmark marker commemorating the site lies on the side of a state highway, exactly 1,112 feet (339 m) to the north of the point.[4]

Farmland in Kansas divided into quarter sections

Ohio was surveyed in several major subdivisions, collectively described as the Ohio Lands, each with its own meridian and baseline. The early surveying, particularly in Ohio, was performed with more speed than care, with the result that many of the oldest townships and sections vary considerably from their prescribed shape and area. Proceeding westward, accuracy became more of a consideration than rapid sale, and the system was simplified by establishing one major north–south line (principal meridian) and one east–west (base) line that control descriptions for an entire state or more. For example, a single Willamette Meridian serves both Oregon and Washington. County lines frequently follow the survey, so there are many rectangular counties in the Midwest and the West.[citation needed]

Non-PLSS regions

The system is in use in some capacity in most of the country, but large portions use other systems. The territory under the jurisdiction of the Thirteen Colonies at the time of independence did not adopt the PLSS, with the exception of the area that became the Northwest Territory and some of the southern states. This territory comprises Georgia, Connecticut, Delaware, Kentucky, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, North Carolina, Pennsylvania, Rhode Island, South Carolina, Tennessee, Vermont, Virginia, and West Virginia. The old Cherokee lands in Georgia use the term section as a land designation, but it does not define the same area as the section used by the PLSS. Maine uses a variant of the system in unsettled parts of the state. Parts of Texas, western New York, northwest Pennsylvania, western Georgia, western Kentucky, western Tennessee, and northern Maine use state-developed survey systems similar to PLSS.[5]

Other major exceptions to PLSS are:

Post office application from 1866 shows the four square Spanish leagues of the pre-statehood Los Angeles Pueblo within the township-range system

Survey design and execution

Illustration of the system from the National Atlas

Commonly used terms


The surveying of any regional area, such as a state or multiple states, is a multi-step process. First, two controlling survey lines are established: a baseline which runs east–west and a principal meridian which runs north–south. The locations of the two are determined by a previously chosen initial point, where they originate and thus intersect. Next, at a defined distance interval, commonly 24 or 30 miles (48 km) depending on the year and location, standard parallels of latitude are established parallel to the baseline. The meridian, baseline and standard parallels thus established form a lattice upon which all further surveying is then based. Subsequent work divides the land into survey townships of roughly 36 square miles (93 km2) or 6 miles (9.7 km) on each side. This is done by the establishment of township and range lines. Township lines run parallel to the baseline (east-west), while range lines run north–south; each are established at 6-mile intervals. Lastly, townships are subdivided into 36 sections of approximately 1 square mile (640 acres; 2.6 km2) and sections into four quarter-sections of 0.25 square miles (160 acres; 0.65 km2) each. The intersection of a township line (or baseline) with a range line (or principal meridian) constitutes a township corner, of a section line with any other type of line a section corner, and a point halfway between any two section corners a quarter corner. The federal government typically surveyed only to this quarter-section level, the subdivision of smaller parcels being carried out subsequently by private surveyors after original sale.

Because the survey design is two-dimensional (rectangular), while the actual Earth is three-dimensional (approximately spherical and topographically), adjustments to land areas must be made periodically to prevent error propagation; not all sections can be one square mile nor can all townships be exactly 36 square miles. More specifically, all north–south running lines (all range lines and half of all section lines), as with the prime meridian, are always established with reference to true, geodetic north. But it is a physical impossibility to meet this condition and still maintain a rectangular land grid, because such lines converge on the north pole.

These adjustments are done at two different scales. At the small scale (within a township) it is done by starting the sectional surveys (township "subdivisions") in the southeast corner and moving progressively toward the northwest corner. The algorithm used is to move northward to establish the six easternmost sections (and quarter-sections), then move west at one mile intervals, parallel to the eastern boundary of the township, repeating this process, until the western side of the township is reached. The result of this is that the northernmost and westernmost tiers of sections—11 in all—are thus allowed to deviate from one square mile, but the other (southeasterly-most) 25 sections are not. This method accommodates the curvature problem within a township and also allows for any errors made during the surveying—which were nearly unavoidable because of the physical difficulty of the work and the crude equipment used—without overly compromising the basic rectangular nature of the system as a whole. At the larger multiple township scale, the standard parallels developed at the establishment of the baseline, so that townships widths do not continually decrease as the grid proceeds north (and is in fact the primary reason for their establishment). Thus, corrections for curvature of the Earth exist at two separate spatial scales—a smaller scale within townships and a larger scale between multiple townships and within standard parallels.

Figure 2. This United States General Land Office diagram shows the theoretical sectioning of a standard survey township.

A specific and terse location descriptor is always used, in which the townships and sections are indexed based on (1) the township's position relative to the initial point, (2) the section's location within the designated township, and (3) the principal meridian reference. Township, range, and section are abbreviated as T, R, and S, respectively, and cardinal bearings from the initial point by N, S, E, and W; each principal meridian also has its established abbreviation. Thus, for example, the description "T1SR20E S13 MDM" reads as follows: Township 1 South, Range 20 East, Section 13, Mount Diablo Meridian. That is, the 13th section in the first township south of the baseline (in this case, the Mount Diablo Baseline) and the 20th township east of the principal meridian (the Mount Diablo Meridian). Since township and range lines are six miles apart, the "T1SR20E" part of the designation instantly places the location somewhere between zero and six miles south of the baseline, and 114 and 120 miles east of the principal meridian. Knowing how sections are numbered within townships, section 13 is identified as therefore occupying the one square mile located 2 to 3 miles south, and 119 to 120 miles east, of the Mount Diablo initial point (in central California). Note that the sections within a township are numbered in an unconventional, Boustrophedon pattern (Fig. 2), in which alternating rows are numbered in opposite directions, starting from section 1 in the northeast corner and ending with section 36 in the southeast corner, as per Figure 2. Therefore, section 13 is adjacent to the eastern range line of the designated township. Numbering in this pattern ensures that numerically sequential sections within the same township are physically adjacent and share colinear boundaries.

Figure 3. Kent County, Michigan in 1885 as a PLSS example, showing 24 named townships and sectional subdivisions.


Distances were always measured in chains and links, based on Edmund Gunter's 66-foot measuring chain. The chain – an actual metal chain – was made up of 100 links, each being 7.92 inches (201 mm) long. Eighty chains constitute one U.S. survey mile (which differs from the international mile by a few millimeters). There were two chainmen, one at each end, who physically made the measurements, one of them typically also acting as "compassman" to establish the correct bearing at each chain placement. In forested areas, it was essential for rapid progress and accuracy that the lead chainman follow the correct bearing at all times, since no straightening of the chain was possible without backtracking around trees and re-measuring. It was also necessary to keep the chain level, since all surveying distances are based on the horizontal, not slope, distance. In steep terrain, this meant shortening the chain, raising one end of the chain relative to the other, or both. In areas where measuring by chain was not possible, such as extremely steep terrain or water obstructions, distances were calculated by triangulation.


Monumentation is the establishment of permanent on-the-ground objects that mark exact locations of surveyed points and lines. They are the legally binding markers used for setting property lines and as such are the culminating work of any survey. They consist of both corner monuments as well as nearby accessory objects that "witness" to them. Witness objects allow subsequent surveyors and landowners to find the original corner monument location should the monument be destroyed. It was not uncommon for squatters or homesteaders to destroy corner monuments if they felt the patenting of the land would threaten their residence on it. For this reason, destruction of corner monuments, or their accompanying witness objects was, and still is, a federal offense.

At corners, corner monuments are established to mark their exact location on the ground. As with most PLSS specifications, those for corner monumentation also changed over time. In the 19th century, monuments were commonly a rock pile, a wooden post, or a combination of the two. Trees could be used if the corner happened to fall at the exact spot where one grew. In the 20th century, steel pipes with caps, supported by mounds of rock, became required (for example, see Fig. 4). Witnesses can be trees, rocks, or trenches dug in the ground; their exact locations relative to the corner, and the markings made on them, are also recorded in the surveyor's official fieldnotes. Witness trees at corners are more commonly referred to as bearing trees because the exact distance and bearing from the corner, to them, was required to be recorded (as well as the taxon and diameter).

Figure 4. The cast and stamped cap on a corner monument pipe, in western Yosemite National Park, placed in 1905 during the Park boundary resurvey

On each bearing tree, two blazes were typically required, one about chest height and easily visible, and one at ground level (in case the tree were illegally cut, the stump remaining). On the exposed wood of the blaze, surveyors were required to inscribe, with wood chisels, township, range and section information, on typically either two or four bearing trees, if they were within some reasonable distance of the corner (unspecified early on but later set at a maximum of 3 chains (178 feet, 60 meters) away). Bearing trees are of vital importance not just for these land boundary purposes but also for their use by ecologists in the estimation of historic forest vegetation conditions before settlement and large scale human disturbance of the land. The data provided in these surveys provide a definitive estimate of original forest composition and structure, and the data have accordingly been used heavily.

Along survey lines, monumentation was much less elaborate, consisting primarily of only the blazing and some simple scribing of trees directly on, or very close to, the survey line. The purpose was to help retrace a surveyed line should that become necessary. It was also additional proof that the line had in fact been run correctly, especially in those cases where the blazed line tree's pertinent information (species, diameter and distance from previous corner) was recorded in the fieldnotes, as was often required.

Information to be recorded

Records kept by the surveyors during the execution of the work varied over time. Furthermore, how well individual surveying parties actually met the requirements or recommendations at the time, also varied. The following is a list[6] of the more commonly required landscape and surveying items that were either required or requested be noted, over much of the nineteenth century.

The following table indicates some distance and area conversions in the PLSS:




Quadrangle/check 24 by 24 576 368,640 1,490 Usually 16 townships
Township 6 by 6 36 23,040 93.2 Usually 36 sections
Section 1 by 1 1 640 2.59
Half-section 1 by 12 12 320 1,290,000 1.29
Quarter-section 12 by 12 14 160 647,000
Half of quarter-section 12 by 14 18 80 324,000
Quarter of quarter-section 14 by 14 116 40 162,000

List of meridians

Main article: List of principal and guide meridians and base lines of the United States

Name Adopted Initial point State(s)
Black Hills Meridian 1878 43°59′44″N 104°03′16″W / 43.99556°N 104.05444°W / 43.99556; -104.05444 (Black Hills Meridian) South Dakota
Boise Meridian 1867 43°22′21″N 116°23′35″W / 43.37250°N 116.39306°W / 43.37250; -116.39306 (Boise Meridian) Idaho
Chickasaw Meridian 1833 35°01′58″N 89°14′47″W / 35.03278°N 89.24639°W / 35.03278; -89.24639 (Chickasaw Meridian) Mississippi
Choctaw Meridian 1821 31°52′32″N 90°14′41″W / 31.87556°N 90.24472°W / 31.87556; -90.24472 (Choctaw Meridian) Mississippi
Cimarron Meridian 1881 36°30′05″N 103°00′07″W / 36.50139°N 103.00194°W / 36.50139; -103.00194 (Cimarron Meridian) Oklahoma
Copper River Meridian 1905 61°49′04″N 145°18′37″W / 61.81778°N 145.31028°W / 61.81778; -145.31028 (Copper River Meridian) Alaska
Fairbanks Meridian 1910 64°51′50.048″N 147°38′25.94″W / 64.86390222°N 147.6405389°W / 64.86390222; -147.6405389 (Fairbanks Meridian) Alaska
Fifth Principal Meridian 1815 34°38′45″N 91°03′07″W / 34.64583°N 91.05194°W / 34.64583; -91.05194 (Fifth Principal Meridian) Arkansas, Iowa, Minnesota, Missouri, North Dakota & South Dakota
First Principal Meridian 1819 40°59′22″N 84°48′11″W / 40.98944°N 84.80306°W / 40.98944; -84.80306 (First Principal Meridian) Ohio & Indiana
Fourth Principal Meridian 1815 40°00′50″N 90°27′11″W / 40.01389°N 90.45306°W / 40.01389; -90.45306 (Fourth Principal Meridian) Illinois
Fourth Principal Extended Meridian 1831 42°30′27″N 90°25′37″W / 42.50750°N 90.42694°W / 42.50750; -90.42694 (Fourth Principal Extended Meridian) Minnesota & Wisconsin
Gila and Salt River Meridian 1865 33°22′38″N 112°18′19″W / 33.37722°N 112.30528°W / 33.37722; -112.30528 (Gila and Salt River Meridian) Arizona
Humboldt Meridian 1853 40°25′02″N 124°07′10″W / 40.41722°N 124.11944°W / 40.41722; -124.11944 (Humboldt Meridian) California
Huntsville Meridian 1807 34°59′27″N 86°34′16″W / 34.99083°N 86.57111°W / 34.99083; -86.57111 (Huntsville Meridian) Alabama & Mississippi
Indian Meridian 1870 34°29′32″N 97°14′49″W / 34.49222°N 97.24694°W / 34.49222; -97.24694 (Indian Meridian) Oklahoma
Kateel River Meridian 1956 65°26′16.374″N 158°45′31.01″W / 65.43788167°N 158.7586139°W / 65.43788167; -158.7586139 (Kateel River Meridian) Alaska
Louisiana Meridian 1807 31°00′31″N 92°24′55″W / 31.00861°N 92.41528°W / 31.00861; -92.41528 (Louisiana Meridian) Louisiana
Michigan Meridian 1815 42°25′28″N 84°21′53″W / 42.42444°N 84.36472°W / 42.42444; -84.36472 (Michigan Meridian) Michigan & Ohio
Mount Diablo Meridian 1851 37°52′54″N 121°54′47″W / 37.88167°N 121.91306°W / 37.88167; -121.91306 (Mount Diablo Meridian) California & Nevada
Navajo Meridian 1869 35°44′56″N 108°31′59″W / 35.74889°N 108.53306°W / 35.74889; -108.53306 (Navajo Meridian) Arizona
New Mexico Principal Meridian 1855 34°15′35″N 106°53′12″W / 34.25972°N 106.88667°W / 34.25972; -106.88667 (New Mexico Principal Meridian) Colorado & New Mexico
Montana Principal Meridian 1867 45°47′13″N 111°39′33″W / 45.78694°N 111.65917°W / 45.78694; -111.65917 (Montana Principal Meridian) Montana
Salt Lake Meridian 1855 40°46′11″N 111°53′27″W / 40.76972°N 111.89083°W / 40.76972; -111.89083 (Salt Lake Meridian) Utah
San Bernardino Meridian 1852 34°07′13″N 116°55′48″W / 34.12028°N 116.93000°W / 34.12028; -116.93000 (San Bernardino Meridian) California
Second Principal Meridian 1805 38°28′14″N 86°27′21″W / 38.47056°N 86.45583°W / 38.47056; -86.45583 (Second Principal Meridian) Illinois & Indiana
Seward Meridian 1911 60°07′37″N 149°21′26″W / 60.12694°N 149.35722°W / 60.12694; -149.35722 (Seward Meridian) Alaska
Sixth Principal Meridian 1855 40°00′07″N 97°22′08″W / 40.00194°N 97.36889°W / 40.00194; -97.36889 (Sixth Principal Meridian) Colorado, Kansas, Nebraska, South Dakota & Wyoming
Saint Helena Meridian 1819 30°59′56″N 91°09′36″W / 30.99889°N 91.16000°W / 30.99889; -91.16000 (Saint Helena Meridian) Louisiana
Saint Stephens Meridian 1805 30°59′51″N 88°01′20″W / 30.99750°N 88.02222°W / 30.99750; -88.02222 (Saint Stephens Meridian) Alabama & Mississippi
Tallahassee Meridian 1824 30°26′03″N 84°16′38″W / 30.43417°N 84.27722°W / 30.43417; -84.27722 (Tallahassee Meridian) Florida & Alabama
Third Principal Meridian 1805 38°28′27″N 89°08′54″W / 38.47417°N 89.14833°W / 38.47417; -89.14833 (Third Principal Meridian) Illinois
Uintah Meridian 1875 40°25′59″N 109°56′06″W / 40.43306°N 109.93500°W / 40.43306; -109.93500 (Unitah Meridian) Utah
Umiat Meridian 1956 69°23′29.654″N 152°00′04.55″W / 69.39157056°N 152.0012639°W / 69.39157056; -152.0012639 (Umiat Meridian) Alaska
Ute Meridian 1880 39°06′23″N 108°31′59″W / 39.10639°N 108.53306°W / 39.10639; -108.53306 (Ute Meridian) Colorado
Washington Meridian 1803 30°59′56″N 91°09′36″W / 30.99889°N 91.16000°W / 30.99889; -91.16000 (Washington Meridian) Mississippi
Willamette Meridian 1851 45°31′11″N 122°44′34″W / 45.51972°N 122.74278°W / 45.51972; -122.74278 (Willamette Meridian) Oregon & Washington
Wind River Meridian 1875 43°00′41″N 108°48′49″W / 43.01139°N 108.81361°W / 43.01139; -108.81361 (Wind River Meridian) Wyoming

Based on the BLM manual's 1973 publication date, and the reference to Clarke's Spheroid of 1866 in section 2-82, the coordinates listed are believed to be in the NAD27 datum.

List of surveys having no initial point

Ohio Lands

These public land surveyed had no initial point as an origin for both township and range.[7]

Social impact

Railroad land grants

Illustration of railroad land grant layout.

The Pacific Railroad Act of 1862 (signed by President Abraham Lincoln) was the first major land grant specifically for the transcontinental railroad. This act provided surveyed, public lands for a railroad right-of-way to build rail systems, and millions of acres to raise the capital needed to build and maintain the future railways.

Ten square miles of land on each side of the proposed rail track were granted for every one mile of completed railway. The PLSS was utilized for measurement. Every one-mile length of railway completed was akin to a section. If the railway ran predominantly east and west, a 10-mile (16 km) range of one square mile sections was allotted on each side of the 400-foot (120 m) right-of-way. If the railway ran predominantly north and south, a 10-mile (16 km) township of one square mile sections was allotted on each side of the 400-foot (120 m) right-of-way. The land was granted in alternating sections (one square mile), with each odd numbered section going to the railroad company and each even numbered section kept by the government. This created a checkerboard pattern along proposed railways. This was supposed to guarantee that railroad access would increase the value of both the railroad-granted sections and the government-owned sections in the checkerboard. The system was devised by Senator Stephen A. Douglas, with political support from Senator Jefferson Davis.[8]


Under the 1785 act, section 16 of each township was set aside for school purposes and as such was often called the school section. Section 36 was also subsequently added as a school section in western states.[9] The various states and counties ignored, altered or amended this provision in their own ways, but the general (intended) effect was a guarantee that local schools would have an income and that the community schoolhouses would be centrally located for all children. An example of land allotments made specifically for higher education is Ohio's College Township.

Survey fraud

There were numerous incidents of fraudulent or bad surveying reported, arguably in nearly every state. The remote nature of the land being surveyed certainly enabled the opportunity for fraud to occur. The most notorious, large scale, and costly fraud was perpetrated by the Benson Syndicate, operating primarily in California in the 1880s.[10]

Metric system adoption

The PLSS is considered one of the major points of contention in the adoption of the metric system in the United States. The PLSS has used the Gunter's chain as a basic measurement. In Canada, however, where the land survey is based on the same units of measure as the U.S. land survey, the metric system was adopted without issue.

"...the measurements of every plot of ground in the United States have been made in acres, feet, and inches, and are publicly recorded with the titles to the land according to the record system peculiar to this country." —Franklin Institute of Philadelphia (1876). Because of this, redefining property boundaries could create a large amount of legal issues and property owner confusion. Many local zoning laws are defined in feet/square feet. Conversion of units for surveyors are not simple, and complex decisions are frequently required (such as non-universal conversion factors, soft/hard conversions, number rounding).

Example of road system in a PLSS area; Nebraska
Example of road system in a non-PLSS area; North Carolina

Urban design

As roads have typically been laid out along section boundaries spaced one mile (1.6 km) apart, growing urban areas have adopted road grids with mile-long "blocks" as their primary street network. Such roads in urban areas are known as section line roads, usually designed primarily for automobile travel and limited in their use for non-motorized travel. In post-World War II suburbs, commercial development has largely occurred along and at intersections of arterials, while the rest of the former square-mile sections have generally filled with residential development, as well as schools, religious facilities, and parks. One example of this is the Mile Road System of Detroit, Michigan.

Occasionally, and more frequently in a metropolitan region's inner postwar suburbs than in outer areas, arterials are at approximately half-mile intervals. This strictly regimented urban (or suburban) structure has coincided with the similarly strict practice of Euclidean zoning (named after the town of Euclid, Ohio, which won a 1926 Supreme Court case Village of Euclid, Ohio v. Ambler Realty Co., which established the constitutionality of zoning). In Euclidean zoning, use of a property is dictated and regulated by zoning district, the boundaries of which are often based on locations of arterials.

West of the Appalachians, road systems frequently follow the PLSS grid structure. The results can be 90-degree intersections and very long stretches of straight roads.[11][12]

Popular culture

The land system is an important part of American history and culture. Among other things, the stock phrases "lower 40", "front 40", "back 40", and "40 acres and a mule", which are sometimes heard in American movies, reference the quarter-quarter section. The "lower 40" in a quarter-section is the one at lowest elevation, i.e. in the direction that water drains. The "lower 40" is frequently the location of or the direction of a stream or a pond. The phrase "40 acres and a mule" was the compensation apocryphally promised by the Freedmen's Bureau following the American Civil War.

Homesteading, a staple of American western culture, was dependent on the PLSS. In the original Homestead Act of 1862, during the Lincoln administration, each settler was allocated 160 acres (0.65 km2) of land, a quarter-section. Later amendments of the Homestead Act allocated more land, as much as 640 acres (2.6 km2), a section. This was a good revision to apply to land that was drier or more desolate than the earlier, more desirable lands that had already been settled. Many times, this land was more suited to ranching than to farming.

See also


  1. ^ Staff (May 29, 2012). "The Public Land Survey System (PLSS)". National Atlas of the United States. U.S. Department of the Interior. Archived from the original on June 7, 2012. Retrieved June 20, 2012.
  2. ^ Staff (May 29, 2012). "The Public Land Survey System (PLSS)". National Atlas of the United States. U.S. Department of the Interior. Archived from the original on October 16, 2012. Retrieved Nov 25, 2012.
  3. ^ Murphy, Connor (2021). City Planning: How Citizens Can Take Control. Arizona: WheatMark. ISBN 978-1-62787-881-4.
  4. ^ Beginning Point of the U.S. Public Land Survey Pennsylvania (Historical monument). East Liverpool, OH: East Liverpool Historical Society. Archived from the original on May 24, 2015. Retrieved June 20, 2012.
  5. ^ "Whyte, William, 1987. "Our American Land: 1987 Yearbook of Agriculture," 46-47". 1987. Archived from the original on 2022-02-23. Retrieved 2022-02-23.
  6. ^ Johnson, J. B.; Smith, Leonard S. (1913). The Theory And Practice of Surveying (17th ed.). New York: Wiley & Sons. OCLC 221005352. Archived from the original on 2022-04-18. Retrieved 2020-10-19.
  7. ^ page 353
  8. ^ Zelizer, Julian E. (2004). The American Congress: The Building of Democracy. Boston: Houghton Mifflin. pp. 287–8. ISBN 9780618179060.
  9. ^ Staff. "State Land Department Historical Overview". ASLD History. Arizona State Land Department. Archived from the original on June 5, 2012. Retrieved June 16, 2012. Act of Congress, February 24, 1863, granted sections 16 and 36 of each township for the benefit of the common schools
  10. ^ Millard, Bailey, May 1905. The West Coast Land Grafters, Everybody's Magazine, vol 12 no 5. (1905). "The West Coast Land Grafters". Archived from the original on 2022-04-18. Retrieved 2021-02-24.((cite web)): CS1 maint: multiple names: authors list (link) CS1 maint: numeric names: authors list (link)
  11. ^ Macdonald, Elizabeth; Sanders, Rebecca; Supawanich, Paul (November 25, 2008). The Effects of Transportation Corridors' Roadside Design Features on User Behavior and Safety, and Their Contributions to Health, Environmental Quality, and Community Economic Vitality: a Literature Review (PDF) (Report). University of California Transportation Center. Archived from the original (PDF) on March 6, 2012. Retrieved June 20, 2012.
  12. ^[dead link]

Further reading