About Amerisurv| Contact    
Magazine | Newsletter    
Flickr Photos | Advertise    
HomeNewsNewsletterAmerisurv DirectoryJobsStoreAuthorsHistoryArchivesBlogVideosEvents

Sponsored By

Software Reviews
Continuing Series
An RTN expert provides everything you need to know about network-corrected real-time GNSS observations.
Click Here to begin the series,
or view the Article PDF's Here
76-PageFlip Compilation
of the entire series
Test Yourself

Got Answers?
Test your knowledge with NCEES-level questions.
  Start HERE
Meet the Authors
Check out our fine lineup of writers. Each an expert in his or her field.
Wow Factor
Sponsored By

Product Reviews
Partner Sites







Spatial Media LLC properties




Home arrow Archives   The American Surveyor     

Whose Footsteps Are They? The Journey to the Center Quarter Corner Print E-mail
Written by Christopher M. Wickern, LS, CFedS   
Saturday, 10 April 2010

A 1.194Mb PDF of this article as it appeared in the magazine—complete with images—is available by clicking HERE

The center quarter corners of the Public Land Survey System are the topic of many heated discussions between surveyors. Some say the center quarter can exist only at the intersection of lines described by the ACT of 1805, and others say it exists where any field evidence suggests it has been.

The center quarter is a corner of the Public Land Survey System. These are corners of the system that are protracted from the corners, lines, and monuments established in the original field surveys, and represented on the official plat. Protracted corners were only established by the government on the ground under unusual conditions and with special instructions to the Deputy Surveyor. Our dilemma is which controls, the corner represented on the plat, or the corner found on the ground in a position different than the calculated point?

Many of us are taught that the instructions to establish the center of section are historically clear, absolute, and date back to the provision of the ACT of February 11, 1805. Our instructions, rules, and statutes all tell us that to establish the center of section, run straight lines from the established quarter section corners to the opposite corresponding corners; the point of intersection of these lines will be the corner common to the several quarter sections. There are exceptions to these rules for the Northern tier, Western tier, and Fractional Sections. The center quarter and protracted corners were always thought to be, and intended to be, established on the ground by the local surveyor with authority to conduct surveys.

The 19th century county surveyors didn't consider these instructions quite as clear as we do in hindsight. There are numerous letters sent by concerned citizens, surveyors, and State Legislators from across the Public Land Survey System asking the Surveyor General or the Commissioner of the General Land Office for guidance. Eventually the Government issued its first circular regarding the subdivision of sections and the restoration of corners November 1, 1879, nearly 75 years after the Land ACT of 1805.

There are an untold number of corners protracted during this time. The questions asked of the Surveyors General and the Commissioner regarding the reestablishment of corners and establishment of protracted corners was a repeated theme. One answer to these questions came from Commissioner Justin Butterfield in 1839. He directed the center of the section be established at the midpoint of the line connecting the east quarter section corner and the west quarter section corner. This procedure was perpetuated in the instructions issued by the Surveyor General in St. Louis in 1856. Surveys were run, corners set, notes returned, plats drawn, approved by the government, and land was sold. This process created a right of reliance by the public on that work, which became vested in the patentee. The government was finished. The government surveys were as complete as the law contemplated, and questions lingered.

The Appendix to the 1856 instructions is typical of the responses and directions given for completing and subdividing Sections:
"Numerous and repeated applications having been made to the Surveyor General, by county and United States deputy Surveyors and others"... "for information and directions as to the proper method of ... subdividing Sections,"..."the answers to which would occupy much time and delay other public business, it is deemed advisable to publish, for the information of those concerned, a brief statement of the system adopted by the General Land Office for the surveys of the public lands,"... "it is impossible to frame instructions so minute in detail as to meet every case, and enable a deputy or county Surveyor to do equal and exact justice to all parties concerned. After all that might or could be said, much will depend upon the judgment and experience of the Surveyor on the ground. It is not intended, by what is here recommended for renewing missing corners or subdividing Sections, to give any positive directions to county Surveyors. This office has no control over them whatever, but it is believed that the information here given will enable the Surveyor in most cases to do justice to the parties interested, without any further correspondence with the Surveyor General on the subject."

The "rules" the county surveyor understood weren't so clear and unambiguous as we like to think looking back so many later. Armed with instructions that were often ambiguous, and answers to questions that compounded the uncertainty, the county surveyors did not shirk their obligation and duty to establish protracted corners.

Once established, corners exist in three states, existent, obliterated, or lost, and we have rules and procedures to restore and perpetuate these corners. Black's Law Dictionary defines "establish": "To settle, make, or fix firmly; place on a permanent footing; found; create; put beyond doubt or dispute; prove; convince." Strict adherence to the rules for establishing protracted corners should not be the only evidence surveyors evaluate. This action discards the legal authority of the 19th century surveyors who were the authority to establish them. Their decisions and surveys established the corner on the ground. In a nutshell, protracted corners are original corners of the system, and the local authority was the only authority charged with establishing monuments at protracted corners. Today, many surveyors follow procedures that were intended to establish protracted corners and ignore the procedures of resurveying and retracing. The public is not protected or well served by the profession when every surveyor establishes a corner, especially when it is in a different position than a previously established corner that exists or is obliterated and can be retraced.

Under a rigid application of the establishment procedure, no corner could be stable, and would be subject to a different location based on different calculations, at different times, with different equipment. We all know that declaring a corner lost and proportioning its position is an equitable solution, and (most likely) will not place the corner where it was. That's why it is always the rule of last resort. Following the rule for establishment, protracted corners will be created in a "new" position every time a quarter corner is declared lost and proportioned. The field and record evidence of each protracted corner must be evaluated on its own. Its history, reliance, and yes, the methods that were used to establish it all play a role in the decision to accept or reject the corner found.

Gary J. Bockman, PE, PLS wrote an article, "Plat or Monument", published May 2008 in Professional Surveyor. Mr. Bockman cites numerous court cases from across the nation, and states, "In Dykes v Arnold, 129 P 3d 257 (Ore. App. 2006)... The case involved a situation where the county surveyor did not intersect lines between opposing quarter corners to determine the legal center of section but only split the east-west quarter line. That center quarter corner was used in subsequent metes and bounds surveys creating several parcels. The ruling held the county surveyor's corner monument to be the true corner, even though it was not set by proper procedures....They also acknowledged that the county surveyor was given the role of completing the identification of the individual parcels or aliquot parts of sections after the federal government created the sections. In recognizing the role of the county surveyor, the court also concluded that this person, being the first official surveyor to monument the center quarter corner, must be treated as an original surveyor whose lines run and marked on the ground are the true lines and corners...."

Adams v Hoover 493 NW2d 280 (Mich CA 1992) continues with these same thoughts, "As stated in Am Jur 2d, Boundaries, Sec. 61, p. 599: In surveying a tract of land according to a former plat or survey, the surveyors only duty is to relocate, upon the best evidence obtainable, the courses and lines at the same place where originally located by the first surveyor on the ground. In making the resurvey, he has the right to furnish proof of the location of the lost lines or monuments, not to dispute the correctness of or to control the original survey." The Court continued, "...and if all the lines were now subject to correction on new surveys, the confusion of lines and titles that would follow would cause consternation in many communities. Indeed the mischiefs that must follow would be simply incalculable, and the visitation of the surveyor might well be set down as a great public calamity. But no law can sanction this course. The surveyor has mistaken entirely the point to which his attention should have been directed. The question is not how an entirely accurate survey would locate these lots, but how the original stakes located them...."

The goal of any resurvey or retracement is to find and perpetuate the corners in their original position, and the county surveyor was always contemplated to be the one to establish protracted corners. Once established, they are forever fixed in position. Adams v Hoover concludes with; "Certainly surveyors must feel in a dilemma when they follow the statute and become aware or are aware that their technically correct procedure conflicts with work done by a prior surveyor... To give effect to the technically correct ... survey... could unsettle boundaries throughout the entire Section... There was testimony that all of the other surveyors...relied upon the [previous] center post [not at intersection]... Public policy favors that the monumented boundaries dictated by these recorded surveys should be left in repose where, as here, there is no physical evidence of conflicting established lines of occupation. To disturb such boundaries under the facts herein would cause, as Justice Cooley stated in Diehl, supra, incalculable `mischief' and `consternation'."

Our laws, rules, and the Courts seem to be clear. Once a corner has been established, it is always established, with the exceptions of gross error or fraud. Yet, many surveyors reject the evidence found in the field and mathematically establish "their" protracted corner. A retracing surveyor's obligation is to, research, find, perpetuate, and preserve the evidence. This includes protracted corners that were established under authority, pursuant to the instructions, methods, rules, and laws in effect when they were established. Those whose footsteps we are to follow, questioned procedures, sought guidance, and were told, "...After all that might or could be said, much will depend upon the judgment and experience of the Surveyor on the ground. It is not intended to give any positive directions to county Surveyors. This office has no control over them whatever, but it is believed that the information here given will enable the Surveyor in most cases to do justice to the parties interested, without any further correspondence with the Surveyor General on the subject."

The stone you find in the field set by the county surveyor in the mid 19th century may not be at intersecting lines. It may be far from it. It may also prove to be the center quarter corner following the footsteps of those charged with establishing the corner.

Christopher Wickern a practicing surveyor with Engineering Surveys & Services in Sedalia, Missouri. He is a perpetual student of surveying after 25 years as an 82C, a licensed surveyor, and CFedS.

A 1.194Mb PDF of this article as it appeared in the magazine—complete with images—is available by clicking HERE

< Prev   Next >

 American Surveyor Recent Articles
Thought Leader: Land is Too Important to Be Left to Land Specialists
A while back I was searching the Internet for an old treatise on land titles. A Google query yielded a book published in 1914. The author was Charles Claudius Kagey and the book was titled "Land Survey and Land Titles, a book for boys and girls, a reference volume for property owners, a text ....
Read the Article
Jason E. Foose, PS 
Decided Guidance: Wacker vs. Price - Irony in Sevenfold
This month's case takes us to Phoenix, Arizona in 1950. The Arizona Supreme Court went all guns-a-blazin' in Wacker vs. Price (216 P.2d 707 (Ariz. 1950)). Maybe it's just me, but I'm sensing plenty of irony and have taken license to point it out along the way. I like what the Court did with this case ....
Read the Article
Allen E. Cheves 
Around the Bend - A Visit to Carlson Software
The Ohio River is one of America's greatest, running near 1,000 miles between Pittsburgh and the Mighty Mississippi. Much of the coal and other products that fueled our nation's industrial expansion flowed between the shores of this maritime ....
Read the Article
Lee Lovell, PS 
Surveying & Mapping Economics Part 3 - Customers & Services
This article continues an inquiry into the economic conditions of the Surveying and Mapping industry (NAICS 541370) using data from the U.S. Census Bureau. This time we will look at customers and services. The data comes from the Economic Census conducted every 5 years on American ....
Read the Article
Jerry Penry, PS 
True Elevation: Black Elk Peak
Black Elk Peak, located in the Black Hills region of South Dakota, is the state's highest natural point. It is frequently referred to as the highest summit in the United States east of the Rocky Mountains. Two other peaks, Guadalupe Peak in Texas and ....
Read the Article
Larry Trojak 
Bringing The Goods - Mobile Scanning an Integral Component
When Jim Smith, Jerrad Burns and Charlie Patton left the Memphis division of a major construction company in 2015, they took with them the knowledge of how to get even the most complex jobs done and what equipment could best serve them in making that happen. So when they joined West ....
Read the Article
Lee Lovell, PS 
Test Yourself 41: Integers, Integers, and Integers
ABF is a 5:12:13 triangle, ACF is a 48:55:73 triangle, ADF is a 3:4:5 triangle, and AEF is a 7:24:25 triangle, all with integer sides and inscribed in a semi-circle. What are the lengths of BC, CD, and DE? ....
Read the Article
Wendy Lathrop, PS, CFM 
Vantage Point: Sunset or Sunrise?
While we often think of legislated government programs as static, they do change over time. Such evolution and opportunity for transformation are part of the dialogue in reauthorizing these programs. Every so many years there is a sunset on each government program, and this September is the ....
Read the Article


Amerisurv Exclusive Online-only Article ticker
Featured Amerisurv Events
List Your Event Here
contact Amerisurv


JAVAD Intros
Spoofer Buster

press [at] amerisurv.com
Online Internet Content


News Feeds

Subscribe to Amerisurv news & updates via RSS or get our Feedburn
xml feed

Need Help? See this RSS Tutorial

Historic Maps

post a job
Reach our audience of Professional land surveyors and Geo-Technology professionals with your GeoJobs career ad. Feel free to contact us if you need additional information.


Social Bookmarks

Amerisurv on Facebook 

Amerisurv LinkedIn Group 

Amerisurv Flickr Photos 

Amerisurv videos on YouTube 



The American Surveyor © All rights reserved / Privacy Statement
Spatial Media LLC
905 W 7th St #331
Frederick MD 21701
301-695-1538 - fax