My
home state of Alabama
has recently become the epicenter of a new argument for the relevancy of a
federal surveying manual.
The
Easy Cases
We’ll dispatch with the easy ones first and make our way to the cases that add
a little fun to the discussion. Alford v. Rodgers, an adverse possession case,
falls into the former category. We have covered adverse possession in this column
before, and I have expressed the opinion that adverse possession is not a
doctrine that avails itself to the land surveyor in determining boundaries. All
of the elements can be in place, but adverse possession is a right and remedy
that must be played out in court. Each and every one of its elements must be
proven in court, and the burden is heightened for the plaintiff. The land
surveyor should never put himself or herself in the position of hoping some
attorney wins the adverse possession argument in court.
I have preached on many occasions that the resolution of any boundary problem
is a mixed question of law and fact. The legal question is, “What is the
boundary?” The factual question is, “Where is it located on the face of the
Earth?” Adverse possession changes the “what” question. When this happens, we
are no longer dealing with a deed and its proper interpretation; instead, we
are dealing with a conveyance of land that has taken place outside of the deed.
This is tricky territory indeed, and it’s an area I advise land surveyors to
stay away from. Sometimes, a fence is just a fence and an encroachment is just
an encroachment.
In the final analysis, Alford stands for the unremarkable proposition that
section lines once established cannot be changed. “It is of course true that no
act or even agreement of the parties can take the land out of section 11 and
put it in section 14. And while the boundary line between adjacent land owners
may be fixed and changed by agreement or by adverse possession, they cannot
relocate a section line as surveyed by the Government surveyors.”[2]
The case of Golden v. Rollins is a case about the admissibility of survey maps
in court. This case is almost completely devoid of any details about the
survey(s) in question or retracement and the relevancy of a federal surveying
manual.
Similarly, Sims v. Sims has absolutely no details about the survey in question
and is also an adverse possession case. The Sims court did say:
It should be borne in mind that the line to be settled is the true middle
section line. The government survey of lands into sections does not establish
the ground location of the interior subdivision lines [the fact question], such
as the one here in dispute, but provides a basis for location of the interior
lines, and they are none the less certain in legal contemplation [the legal
question]. The ground location of section lines or of interior subdivision
lines cannot be changed by agreement of the parties or by adverse possession,
although possession and ownership of land in the proper section or subdivision
may be acquired.[3]
So how does this square with the surveying facts in the case? Well, we have no
surveying facts. For all we know, the winning surveyor stubbed in the center
quarter corner. Nelson v. Garrard and Dial v. Bond are of the same ilk. They
tell us nothing we don’t already know and do absolutely nothing to edify the
practicing land surveyor on how to resolve the evidentiary and factual question
of where on the face of the Earth the property is located.
The final case in this category is White v. Berry. Again, we have no surveying details,
but we are told in the court opinion that the quarter-section corner was never
set. The most-compelling quote to come out of this case appears to be: “It is
provided in Title 43, U.S.C.A. § 752, that ‘the corners of half and quarter
sections, not marked on the surveys, shall be placed as nearly as possible
equidistant from two corners which stand on the same line.’” Apparently, we
have a code section that tells us this. Whether a federal surveying manual does
or not is, I guess, irrelevant.
A Little More Interesting
The other cases used in the debate are a little more interesting but still do
not enlighten us on how they make or help to make a federal surveying manual
relevant. Take the case of McLaurine v. Knowles. This case, under Alabama law, stands for
the proposition that a lost section corner in the interior of a township
(corner common to sections 1, 2, 11 and 12) can can be reset by single
proportionate measure by utilizing the northeast corner of section 2 and the
southeast corner of section 11. (Who cares about the intervening
quarter-section corners.) We have no surveying details other than the fact that
the surveyor in the case proportioned the missing section corner from two
directions only. This case tends to argue against the relevancy of a federal
surveying manual.
The case of Upton
v. Read is interesting, as well. In this case, we are told that in order to
subdivide a section, only the four corners of the section are needed along with
the field notes. What about the quarter-section corners and the plat? Apparently,
they are irrelevant. “These interior subdivision lines, not surveyed or marked
in the government survey, are none the less certain in legal contemplation.
They are fixed and determinable by subdivision of the section, using the four
corners of the section shown on the official field notes.” Have they rewritten
the manual? I’m not sure where this is found in the current edition.
The Most Interesting
Of all of the cases cited, Guyse v. Chappell is absolutely the most
interesting. However, the interest is not due to what is said in the opinion
because very little is said about the survey of the property. As a matter of
fact, nothing substantive is said about the survey except for the following:
“Here it is undisputed that the Guyses’ survey correctly located the government
survey lines.” And, the court added, “The validity of the Guyses’ survey was
not challenged.” Therefore, the only logical presumption to be drawn is that
Guyse’s surveyor ran straight lines between the opposing quarter-section
corners. Let me correct that under Alabama law, the four corners of the section
were used to subdivide the section, ignoring any and all quarter-section
corners that may or may not have been set.
This case has been thrown at me on more than one occasion for the proposition
that the center of a section must be set (over and over again, if necessary)
by, as we like to call it here in Alabama, “breaking down” the section into its
aliquot parts. But we know nothing about what the surveyors did in the case.
For all we know, they stubbed in the center of section and nobody challenged
it.
A couple of years ago, I was giving a seminar on survey retracement in
Montgomery, Ala., and I was using the Guyse case as an example of a case not to
use for any surveying issues specifically because we have so few details. At
the morning break, one of the two surveyors who did the survey for Guyse
approached me. (This is when things can get a little dicey. I do require that metal
detectors be employed at these conferences, so I was fairly certain he was
unarmed.) After he had introduced himself and stated his connection to the
case, I asked him the $64,000 question: “So, did you guy’s break down the
section, or what?” “No,” he said, going on to explain that the surveyors had a
previous survey in their hands and followed it and an old fence to the center
of the section, where they set their stob. “Well, the Alabama Supreme Court
makes it sound like you guys broke down the section and set the center that
way,” I said. “I know,” he said. “They make it sound that way, don’t they.” The
moral of the story: We can’t assume details in a case that aren't specifically
stated.
We now have another case that was decided in this state in 2007 that falls in
line with the thinking in Adams v. Hoover[4] and Dykes v. Arnold[5] and is much
more relevant in that it contains all of the surveying details we crave as land
surveyors. However, time and space will not allow me to finish this review of
the relevancy of Alabama law to the discussion on the relevancy of a federal
surveying manual, so we will have to pick this up again next month. Believe me
when I say that I’m leaving the best for last.
References
1. The decisions that have been
cited include: Walters
v. Commons, 2
Port. 38 (Ala.1835); Nolen v. Palmer, 24 Ala. 391 (Ala.1854); Alford v. Rodgers, 242 Ala. 370, 6 So.2d 409 (Ala.1942); McLaurine v. Knowles, 257 Ala. 8, 57 So.2d 543
(Ala.1952); Upton v. Read,
256 Ala. 593, 56 So.2d 644 (Ala.1952); Golden v. Roberts, 266 Ala. 640, 98 So.2d 409 (Ala.1957); White v. Berry, 266 Ala. 379, 96 So.2d 725 (Ala.1957); Sims v. Sims, 273 Ala. 103, 134 So.2d 757 (Ala.1961); Guyse v. Chappell, 367 So.2d 944 (Ala.1979); Nelson v. Garrard, 403 So.2d 230 (Ala.1981); and Dial v. Bond, 849 So.2d 189 (Ala.2002). Thrown in for good
measure was the Montana case of Vaught v. McClymond, 116 Mont. 542, 155 P.2d 612 (Mont.1945).
2. Id. at
373, 410.
3. Id. at
105, 759.
4. Adams v. Hoover,
493 N.W.2d 280 (Mich. 1992).
5. Dykes v. Arnold,
129 P.3d 257 (Ore. App. 2006).
Neither the author nor POB
intend this column to be a source of
legal advice for surveyors or their clients. The law changes and differs in
important respects for different jurisdictions. If you have a specific legal
problem, the best source of advice is an attorney admitted to the bar in your
jurisdiction.
This column is a forum for analysis and discussion of closed court cases. Facts
and information cited are limited to what is contained in the published legal
documents. It is not POB nor the author’s intent to re-try cases that have already
been resolved and closed by the court system.
By: DrumMajorChange
Posted: February 6, 2010 8:26 AM
His answer was "close enough for engineering judgment?"
Sometime, I wonder if land surveyors in Alabama know how close is good enough for a boundary survey.
The next edition of "Traversing the Law" should be very interesting. The wait is like a kid waiting to enter the cookie jar with great expectations.
By: TheRealDeal
Posted: February 10, 2010 12:15 PM
http://www.blm.gov/pgdata/etc/medialib/blm/wo/MINERALS__REALTY__AND_RESOURCE_PROTECTION_/W0350/cadastral_pdfs/Next_Edition_Manual.Par.10509.File.pdf/FedManualRelevant.pdf
By: Paul R Lyons
Posted: February 10, 2010 12:25 PM
Going around the "Buy America" laws
within Department of Transportation
training and FOLLOW UP may have been
a very large mistake by this greed
driven project in California.
I wonder what Arnold is thinking???
By: NotJeff
Posted: February 11, 2010 3:14 AM
Go ahead and buy the manual and learn it. The original grantor was the US Congress, this makes the original title lines a case of US Law so the manual applies. Lower court decisions don't mean squat. Find some US Supreme court cases to cite.