Tuesday, March 12, 2013

General Series Survey No. 3037 in Missouri

The following report by Robert E. Myers and Orvis D. Lashley was filed with the Missouri Department of Natural Resources, Division of Geology and Land Survey, Land Survey Program as document # 750-22860 (microfiche location: 750/4221A3).  The townships are referenced to the Fifth Principal Meridian.
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JOSEPH PRATTE SURVEY NO. 3037

U. S. Survey number 3037, dated 1837, consists of parts of Township 35 North, Ranges 3 and 4 East and parts of Township 34 North, Ranges 3 and 4 East. The first surveys of the area were executed by deputy surveyors Hempstead and Elliot in 1816, running the Township and Range lines. In 1817, Lionel Browne was contracted to subdivide the Townships into sections. The first Township subdivided was 34 North, Range 3 East. It is apparent by viewing the original plat that Browne was finding considerable excess distance when closing onto the Township and Range lines. When he continued on to Township 35 North, Range 3 East, he resurveyed the South and East boundaries without any explanation, but did note the amount of excess distance he was measuring and his resurvey was adopted by the General Land Office. Why only these two lines were resurveyed has not been answered but it is very possible that the remaining Township and Range lines by Hempstead will contain three or more chains of excess distance per mile.

The next survey record in existence was performed by Mason Frissell in 1837 for the Joseph Pratte, U. S. Survey number 3037. He was instructed to begin at the corner of Sections 14, 15, 22, and 23 in Township 35 North, Range 3 East near the Northwest corner of the tract as surveyed by John Hawkins in 1817. No record of the Hawkins survey was found nor did Frisell mention in his notes of there being any of the Hawkins corners located on the ground. The Frissell survey was to follow along the section lines East for five (5) miles, thence South along the lines to the Township line between 34 and 35 North, and continue South into Township 34 North so as to contain 20,000 arpents, or 17,013.88 acres.

The Frissell notes clearly describe the corner stones set and that he found all of the section and quarter section corners along the lines that were established by Lionel Browne in 1817 and 1818. A considerable difference was noted on the Range line between the corner of Sections 13 and 24 in Township 35 North, Range 3 East and the closing corner of Sections 18 and 19 in Township 35 North, Range 4 East. When Browne closed on the Range line, he recorded a falling North of 156 links; Frissell records this distance as being 305 links which is also shown on the government plat. Along the remaining lines in Township 35 North, Ranges 3 and 4 East, Frissell does not note any considerable differences; they vary from 40 links long to 30 links short.

The next record of a survey in Survey 3037 is an unofficial document by H. D. Ahrens in 1917 for the Iron Mountain Company. No field notes or instructions were found describing the purpose or the procedures for this survey. The Ahrens survey does indicate considerable difference with the surveys by deputy surveyors Browne and Frissell, both on the plat and on the ground as determined by a field inspection. Along the North boundary of 3037, the Ahrens survey describes found stones and stones with the same description as those set by Frissell, but it does not verify the 156 links or the 305 links discrepancy mentioned above. The Ahrens survey shows an excess of 6 to 7 chains in the North half of Sections 23 and 24 in Township 35 North, Range 3 East and in Sections 19, 20, and 21 in Township 35 North, Range 4 East. The value of the bearings on the Ahrens survey are shown to the nearest minute of arc indicating the survey was performed with a transit or the values were determined by inverse calculations from a coordinate system. The field inspection has revealed that the monumentation is exactly as described on the plat and the stones were set with a triangle chiselled into the top. It is apparent that Ahrens was performing a very precise and well monumented survey but it appears that, for the most part, it was done independently of the original government surveys executed by Browne and Frissell.

It is noted on the original government plat that part of the ground had been sold prior to the 1837 survey by Frissell; therefore, the property would have been described by Section, Township, and Range. According to the St. Francois County Abstract Company, all of the property has been described by the government rectangular system and no reference has been made to any subdivision of the Joseph Pratte Survey Number 3037. The abstract company has in its possession, a copy of the Ahrens survey of U. S. Survey 3037 divided into 40 acre tracts, more or less, with designated tract numbers assigned, but this is not an official county record. In 1917 the tract of land belonged to the Pleasant Valley Development Company from Kansas City. It is our opinion that the Ahrens survey was executed for this company as a land development but they owned it only one year and the plats were never recorded.

The field inspection along the East boundary of U. S. Survey 3037 in Township 35 North, Range 4 East reveals that Ahrens utilized the stone set by Deputy Surveyor Frissell at the corner to Sections 33 and 34 on the Township line. The distances North from this corner shown on the Ahrens survey are exactly those recorded by Frissell except the last one half mile which he shows being seven (7) chains longer than record. The quarter corner between Sections 21 and 22 was not searched for, but at the corner to Sections 21, 22, 27 and 28 the original government corner was found 5.83 chains North of the corner set by Ahrens. The original government corner was not found at the corner to Sections 27, 28, 33, and 34, but the corner by Ahrens disagrees with the recorded General Land Office creek ties at this location by 2.5 chains. The distance was measured between the corner of Sections 33 and 34 on the Township line to the corner of Sections 21, 22, 27, and 28, Township 35 North, Range 4 East along the East boundary of the Pratte survey. The total distance is four (4) chains longer than the distance recorded by Browne. It is our opinion that - Frissell adjusted his chain to agree closely with the previous surveyor, but Ahrens did not, and placed all the excess distance in the North part of U. S. Survey 3037. A proportionate distance using this excess agrees with the creek which could not have changed locations since 1818.

The West boundary of the Pratte survey also contains conflicting corner locations in Township 35 North, Range 3 East. At the quarter corner of Sections 26 and 27, the Ahrens' stone was recovered and 6.41 chains North of its position is a pile of stones with a stumphole at the location of one of the original witness trees. At the corner of Sections 34 and 35 on the Township line, this 6 chain difference shows up again. In 1870, 47 years before the Ahrens survey, property South and West of this corner belonged to, then Governor B. Gratz Brown. It is reported that Governor Brown used prison inmates to construct a rock wall around this property. The rock wall is still in existence today. The original government conrners were found at the South quarter corner of Section 34, and the closing corner of Sections 2 and 3 for the Township South along this rock wall. At the Northeast corner of the wall, the original gum witness tree is still standing for the corner to Sections 34 and 35, Township 35 North, Range 3 East, 3.57 chains North of the Ahrens corner for Sections 34 and 35. Viewing the interior portions of the Ahrens survey in Township 35 North, Range 3 East, one sees all the distances to be 40 chains except the northerly most half-mile. The bearings are straight without any deflection at the corners and all the longitudinal lines are recorded as West. This situation does not exist on a dependent resurvey where the original lines were not straight. The Ahrens survey shows this same condition in Township 35 North, Range 4 East except the bearings are not parallel, but are recorded as being straight for three miles East and West.

It becomes apparent from these observations that the Ahrens survey was not performed according to any recognized procedures for reestablishment of original government corners. It is also apparent that a dependent resurvey of the twenty-four sections of ground embraced by the Ahrens survey would cause considerable impact and possible litigation for the hundreds of property owners in the area. The well monumented Ahrens survey has been recognized by both surveyors and property owners since it was performed. There is a large subdivision and lake development around the old Iron Mountain Lake along with numerous fences and possession lines throughout Survey 3037 which were built with respect to the Ahrens Survey.

In 1983 and 1984 the Missouri Conservation Department executed an extensive survey in Township 35 North, Range 3 East. This survey consisted of property adjoining and within U. S. Survey 3037. Both the government corners and the Ahrens corners were utilized for property outside and inside U. S. Survey 3037 respectively. Apparently this is the adopted procedure for surveying property along the boundaries of U. S. Survey 3037, though it does not agree exactly with the Missouri statutes.

It is not the intent of this report to establish rules for surveying in the area of U. S. Survey 3037, but to create an awareness that an unusual situation exists.

We, the undersigned surveyors, do hereby certify that the foregoing instrument was filed for record with the STATE LAND SURVEY on the 29th day of July, 1985.

{signed} Robert E. Myers, Date: 7/26/85
{signed} Orvis D. Lashley, Date: 7/26/1985


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Transcribed by Steven E. Weible
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For additional information pertaining to the confirmation of General Series Survey No. 3037, see American State Papers, Public Lands, Volume 7, page 773, No. 1336 and then go to Decision No. 158 on page 793.

Wednesday, March 6, 2013

Erroneous Surveys by K. W. Barton in Missouri

The following report by Robert E. Myers and Orvis D. Lashley was filed with the Missouri Department of Natural Resources, Division of Geology and Land Survey, Land Survey Program as document # 750-22859 (microfiche location: 750/4219B3).
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SUBSTANTIATION OF THE ERRONEOUS SURVEYS OF K. W. BARTON
IN TOWNSHIP 28 NORTH, RANGE 5 EAST
[of the Fifth Principal Meridian]

SUPPOSITION:

A. In general, K. W. Barton's surveys in contracts dated March 5th, 1821 were conducted erroneously or at least contained erroneous closure lines.

NOTE:
Surveys made by K. W. Barton in the spring and summer of 1821 are recorded in Volumes 227 and 228 of the General Land Office Field Notes.

He surveyed the following:

Volume 227
Township 25 North, Range 2 East
Township 28 North, Range 4 East
Township 29 North, Range 4 East
Township 30 North, Range 4 East
Township 31 North, Range 4 East
Township 32 North, Range 4 East

Volume 228
Township 28 North, Range 5 East
Township 28 North, Range 6 East
Township 29 North, Range 6 East
Township 30 North, Range 6 East
Township 28 North, Range 7 East
Township 29 North, Range 7 East

FACTS:

1. We have made an extensive resurvey of Township 31 North, Range 4 East and that survey clearly indicates that the original government survey closure distances are completely in error. The errors are so large and so consistent that we believe Mr. Barton never actually measured the lines in the field as his notes show.


COMPARISON OF THE DISTANCES OF THE CLOSING LINES BETWEEN
SECTIONS ALONG THE NORTH TIER OF SECTIONS IN
TOWNSHIP 31 NORTH, RANGE 4 EAST

                                  THE NORTH-SOUTH DIMENSION
                               OF THE NORTHERN TIER OF SECTIONS

                                                 1973
                               1821              SURVEY BY MISSOURI
ON THE FOLLOWING LINES:        BARTON'S SURVEY   STATE LAND SURVEY

North between sections 1 & 2   80.60 Chs.        87.60 Chs.
North between sections 2 & 3   80.15 Chs.        93.39 Chs.
North between sections 3 & 4   80.80 Chs.        88.91 Chs.
North between sections 4 & 5   80.75 Chs.        86.75 Chs.
North between sections 5 & 6   87.00 Chs.        86.51 Chs.


2. Another example occurs in Township 29 North, Range 4 East. The General Land Office was aware of errors in Mr. Barton's original survey and instructed Mr. Aaron Snider to resurvey that Township on March 7th, 1855. This resurvey clearly indicates that the closure lines were not run.


COMPARISON OF THE CLOSING LINE'S FALLING DISTANCES
ON THE RANGE LINE IN TOWNSHIP 29 NORTH, RANGE 4 EAST

                              DISTANCE ON THE RANGE LINE
                               BETWEEN STANDARD CORNERS
                                  AND CLOSING CORNERS

                               1821              1855
                               BARTON'S          SNIDER'S
ON THE FOLLOWING LINES:        ORIGINAL SURVEY   SURVEY

West between sections 30 & 31  80 Lks South        886 Lks South
West between sections 19 & 30  60 Lks South      1,429 Lks South
West between sections 18 & 19  62 Lks South      1,950 Lks South
West between sections 7 & 18   81 Lks South      2,465 Lks South
West between sections 6 & 7    79 Lks South      3,123 Lks South


COMPARISON OF THE DISTANCES OF THE CLOSING LINES BETWEEN
SECTIONS ALONG THE NORTH TIER OF SECTIONS IN
TOWNSHIP 29 NORTH, RANGE 4 EAST

                                  THE NORTH-SOUTH DIMENSION
                               OF THE NORTHERN TIER OF SECTIONS

                               1821              1855
ON THE FOLLOWING LINES:        BARTON'S SURVEY   SNIDER'S SURVEY

North between sections 1 & 2   81.40 Chs.         85.94 Chs.
North between sections 2 & 3   82.79 Chs.        109.40 Chs.
North between sections 3 & 4   81.50 Chs.        110.10 Chs.
North between sections 4 & 5   81.11 Chs.        113.55 Chs.
North between sections 5 & 6   81.50 Chs.        113.77 Chs.


3. Also, it appears to be common knowledge of the local surveyors some sixty (60) years ago that the surveys in Township 28 North, Range 5 East were in error. Evidence of this is the survey on June 2nd, 1917 by Mr. J. M. Payton, County Surveyor. He shows in his field notes while surveying in Section 18, Township 28 North, Range 5 East, the following statement: "Knowing that the field notes were not correct, we postponed the remaining part of survey until more data could be secured and for this reason, close survey."

4. On April 28th, 1885, Mr. H. C. Wilkinson, County Surveyor, recorded in his field notes while surveying in sections 9 and 10, Township 28 North, Range 5 East, the following statement: "Often in my work in various Townships in this (Wayne) County, I find that the U.S.D.S. in running the East and West lines at random or trial lines only ran from the section corners East at right angles to their North and South lines and at 40.00 chains set 1/4 section corners and mark the witness trees and return West to the section corners without having run the East half of their random lines."


SUPPOSITION:

B. The closing lines in Township 28 North, Range 5 East were not actually surveyed by Mr. Barton because neither we nor earlier surveyors find any evidence of the original closing corner monumentation.

FACT:

1. On May 7th, 1901, H. C. Wilkinson, County Surveyor, records in his notes while surveying the line North between sections 4 and 5, Township 28 North, Range 5 East, the following statement: "85.00 chains set post, no witness trees found nor the Township line. Neither did we find any of the original blazes on this line."

2. On May 8th, 1901, H. C. Wilkinson, County Surveyor, records in his field notes while surveying the lines North from the quarter corner between sections 5 and 6, Township 28 North, Range 5 East: "38.19 3/4 chains, post on the true Township line. Here we could not find any evidence of any witness trees as called for in the U. S. Field Notes. Neither could we find any satisfactory evidence of the original blazes along this line North from the quarter section corner between sections 6 and 5, Township 28 North, Range 5 East to this point. The U. S. Field Notes state that this corner of section 6 and 5, Township 28 North, Range 5 East is 22 links East of the corner to sections 31 and 32, Township 29 North, Range 5 East. We went to that corner, but could not find any evidence of the witness trees as stated. We measured West ver. 4° East along the true Township line 10.17 3/4 chains set a stone at the point of intersection of our line coming North from the quarter section corner between sections 6 and 5, Township 28 North, Range 5 East 38.19 3/4 chains, and 1,017 3/4 links West of the corner to Sections 31 and 32 in Township 29 North, Range 5 East. I set this stone for the corner of sections 6 and 5, Township 28 North, Range 5 East in the presence of: B. B. Sheets, A. P. Philips, Josh Allen, Billy Allen, W. Thos. Sidwell, Jas. Hawkins, Jim Hawkins."

3. The Missouri Land Survey has made an extensive field search for the following corners:

Corner of Sections 19 & 30, Twp. 28 N., Rge. 5 E., Index #R-1

Corner of Sections 18 & 19, Twp. 28 N., Rge. 5 E., Index #N-1

Corner of Sections 13 & 24, Twp. 28 N., Rge. 4 E., Index #N-25

Corner of Sections 24 & 25, Twp. 28 N., Rge. 4 E., Index #R-25

Evidence was found for the adjoining standard corner at the Corner of Sections 24 & 25, Township 28 North, Range 4 East, Index #R-25, but no evidence of the original closing corner was found.


SUPPOSITION:

C. The closing lap distance on the range line as shown in the field notes was not actually measured. If they were actually reproduced on the ground, the direction of the closing line would not match with the directions of lines in the rest of the Township.

FACT:

1. According to the May 8th, 1901 survey by H. C. Wilkinson, he changed the falling distance from 22 links East of the corner of Section 31 and 32 to 1,017 3/4 links West rather than place a bend in the section line at the quarter section corner between sections 5 and 6, Township 28 North, Range 5 East. (See B (2) above).

2. Linn E. Toler, Surveyor, John L. Wilkinson, Wayne County Surveyor, and Harry D. Griffith, Iron County Surveyor, executed a survey in 1910 of a portion of Township 30 North, Range 3 and 4 East. This survey shows that the three surveyors maintained that the closing section lines should be straight lines and therefore the falling distances on the Range line as recorded in the field notes were changed.


COMPARISON OF THE CLOSING LINES FALLING DISTANCES ON THE
RANGE LINE BETWEEN RANGES 3 AND 4 EAST, TOWNSHIP 30 NORTH

                              FALLING DISTANCES ON THE RANGE LINE

                               1821 G.L.O.       1910 SURVEY BY
ON THE FOLLOWING LINES:        SURVEY BY BARTON  COUNTY SURVEYORS

West between Sections 19 & 30  27 Lks South      612.5 Lks South
West between Sections 19 & 18  27 Lks South        809 Lks South
West between Sections 7 & 18   30 Lks South      1,006 Lks South
West between Sections 6 & 7    27 Lks South      1,203 Lks South


3. County Survey No. 274 made March 4th, 1885 by County Surveyor H. C. Wilkinson in Township 29 North, Range 6 East makes the following statement: "I am not sure of the correctness of this corner because of the false notes as to the laps between the corner of Sections 35 an 36, Township 30 North, Range 6 East and Sections 2 and 1, Township 29 North, Range 6 East. The witness trees being all gone at last named corner. The U. S. Field Notes give the distance between said corners to be only 10 links which certainly is an error. Also at Section corner 34 and 35, Township 30 North, Range 6 East the corner of Sections 2 and 3, Township 29 North, Range 6 East is given in U. S. Field Notes to be 25 links which I have proven to be an error or false statement."

Mr. Wilkinson established the corner of 2 and 3 453 links West of the corner to Sections 34 and 35 and the corner to Sections 1 and 2, 210 links West of the corner to Sections 35 and 36 so the lines he was running would fit the scheme of the township.

4. In August, 1899, H. C. Wilkinson executed a survey in Section 30 and 31, Township 29 North, Range 7 East to locate the Greenville and St. Louis Railroad. He found the lap distance between the closing corner of Sections 30 and 31, Township 29 North, Range 7 East and the corner of Sections 25 and 36, Township 29 North, Range 6 East to be 416 1/2 links where it was recorded to be 52 links in the Government Notes. He established the Blank Quarter Corner of section 30, Township 29 North, Range 7 East accordingly, 416 1/2 links South of the Quarter Corner of Section 25, Township 29 North, Range 6 East.

5. H. C. Wilkinson performed a survey in 1906 of Section 19, Township 29 North, Range 7 East. He found evidence of both the closing corner of Sections 19 and 30, Township 29 North, Range 7 East and the corner of Sections 24 and 25, Township 29 North, Range 6 East. He measured the lap distance to be 596 2/3 links where in the Government Field Notes it was recorded as 100 links.


SUPPOSITION:

D. K. W. Barton's records show that he was able to measure many more miles of line on those days in which he had closing lines. This excess mileage may be attributed to his not actually measuring the closing lines.

1. Mr. Barton began the subdivision of Township 28 North, Range 5 East on June 5th, 1821 and ran four (4) miles that day. June 6th, Mr. Barton ran seven (7) miles the last mile being the closing line between sections 1 and 2. June 7th, Mr. Barton ran six (6) miles. June 8th, Mr. Barton ran seven (7) miles, the last mile being the closing line between section 2 and 3. June 9th, 10th, and 11th he ran six (6) miles each day. June 12th, he records seven (7) miles, the last mile being the closing line between section 3 and 4. June 13th, Mr. Barton records the running of nine (9) miles including the closing lines between sections 18 and 19, and the line between sections 7 and 18, this day also includes the travel of 3.5 miles across the Township. June 16th, 1821, he records the remaining four (4) miles of the subdivision of the Township.


The Missouri Land Survey has developed evidence that substantiates the fact that surveys made by Mr. K. W. Barton during 1821 were, in a large part, erroneously conducted. A more detailed survey of all of the Townships involved would most likely show many other examples of the same kind of inconsistencies that we have highlighted in this report. It is important for those people working with the original government survey in these areas to be aware of these errors and their source. Obviously, each corner must be evaluated individually. Nevertheless, the informaton we have presented clearly indicates that caution should be utilized in evaluating the original government survey notes and plats in these areas.

We, the undersigned surveyors, do hereby certify that the foregoing instrument was filed for record with the STATE LAND SURVEY on the 29th day of July, 1985.

{signed} Robert E. Myers, Date: 7/26/85
{signed} Orvis D. Lashley, Date: 7/26/1985



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Transcribed by Steven E. Weible

Thursday, January 10, 2013

Prospect K. Robbins' contract dated October 9, 1815

The following is the text of the contract document between William Rector, Principal Deputy Surveyor of the Territory of Missouri, and Prospect K. Robbins, U. S. Deputy Surveyor, for the survey of the Fifth Principal Meridian.
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Articles of agreement had, made and concluded upon the Ninth day of October in the year of our Lord, one thousand eight hundred and fifteen. Between William Rector principal deputy Surveyor of the Territory of Missouri, acting under the direction of the Surveyor General of the United States, and in behalf of the United States, of the one part and Prospect K. Robbins of the other part. Witnesseth that the said Prospect K. Robbins for and in consideration of the conditions, terms, provisions and covenants herein after expressed and according to the true intent and meaning thereof, doth hereby covenant and agree with the said William Rector, in his capacity aforesaid, that he the said Prospect K. Robbins will faithfully and accurately do and perform the following Surveying in the Missouri Territory, agreeably to the Land of the United States and the instructions given him by the said William Rector, which are hereunto annexed. That is to say, he the said Prospect K. Robbins, will survey as aforesaid a line due North agreeably to the true meridian, from the confluence of the Arkansas and Mississippi rivers to the Southerly bank of the Missouri river, which said line is known and termed on the annexed plat - The fifth principal meridian, and the said P. K. Robbins, will in case it should become necessary, as mentioned in the annexed instructions, Survey a base line due West, agreeably to the true meridian from the mouth of the St. Francis river, until it shall intersect the said fifth principal meridian. And the said Prospect K. Robbins covenants and agrees that if in the course of performing the Surveys of the said Meridian line any corner shall fall (whether of Townships, sections or quarter sections) within any prairie, where bearing trees within a reasonable distance from such corner can not be found, then and in that case, he will erect a mound of earth or sod as the marks of such corners and will finally place therein posts of the usual size. The mounds to be at least two feet six inches high and two feet six inches diameter at the Base. And the said Prospect K. Robbins further covenants and agrees that he will make out three neat and accurate plats of the aforesaid line or lines which shall be laid down by a scale of Five miles or four hundred chains to an inch & that he will complete the Survey and plats aforesaid and make return thereof within three months from the date thereof on penalty of forfeiture, and paying to the United States the sum of Two thousand dollars if default be made in any of the foregoing conditions. And the said William Rector covenants and agrees that on the completion of the work in manner aforesaid, there shall be paid to the said Prospect K. Robbins on account of the United States, as a full compensation for the expense of surveying and making the plats aforesaid, Three dollars per mile for every mile and part of a mile actually run and marked, random lines and offsets not included, provided no member of Congress have any part in this contract. In testimony whereof the parties to this indenture have interchangably set their hands and seals the day and year aforesaid.

{signed} William Rector, Principal Deputy Surveyor of the Territory of Missouri

{signed} Prospect. K. Robbins, Deputy Surveyor, Territory of Missouri

Signed, sealed, and delivered in presence of us

D. Delawney
William L. May

Oct. 9th 1815
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Source Reference: Missouri Contracts 1815-1843, pages 1-2,
Missouri Department of Natural Resources microfiche location: 720/3286B3



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Transcribed by Steven E. Weible

Friday, December 7, 2012

The Public Relations Aspect of Land Surveying

Note:  The following account is factual in every regard except that all names have been generalized.

The Real Estate Manager of the Agency for whom I work requested that our crew mark a property boundary line so that the Agency planners could determine its impact on plans for development.  The Agency's deed called for an aliquot part line that had been monumented a few years ago, so the task did not appear to be one that would be too difficult to accomplish.

On Thursday, September 28, 2006, we arrived on site and began recovering the previously monumented corners that defined the line that we needed to mark. As we looked for and recovered the quarter corner monument between Sections 5 & 8 at the east end of our project on the east side of the state highway, we immediately encountered Mr. Friendly, the landowner on that side of the highway. He told us that he was from an urban area and had acquired the land he owned for recreation. He was very interested in talking about the location of the section lines and how they related to his own property boundaries. He even had with him survey information that he had gotten from the State Land Survey Repository. As long as we were willing to talk with him, he was eager to get as much free surveying information as he could.

As we talked, Mr. Friendly related to me how he had talked to the Property Superintendent one day when she came by to look at the location directly across from his driveway. He stated that she had told him she thought the Agency owned that area all the way to the county road to the north and that there were plans to build a new Superintendent's residence there. Before that could be done, he stated, an old frame building on a stone foundation had to be examined to determine if it had any historical value or anything like that. If not, the plans were to tear it down.



Old Frame Building on Stone Foundation

After his conversation with the Property Superintendent, Mr. Friendly then had a conversation with an unnamed person who indicated that if the Agency tore down the old building, it would be a very expensive building. This was the first indication to me that we may be dealing with a boundary dispute instead of merely an inquiry as to where the boundary was located. Before we even made any measurements, I could see from the location of the quarter corner monument that the section line would run through the middle of the old building.

We proceeded with traverse work that same day and continued on Tuesday, October 3, 2006, and Wednesday, October 4, 2006. On Wednesday afternoon as we completed the traverse work and were loading up our equipment in the parking lot, a white, extended cab Chevy pickup turned in to the parking lot and came directly to us (ignoring the one-way signage). A man jumped out of the truck, muttering something under his breath, and very confrontationally demanded to know what corners we were using to locate the property boundary. I proceeded to tell him that we had used the monumented quarter corner between Sections 5 & 8 and the monumented corner of sections 5, 6, 7 & 8. Before I could even finish, he stated that the corners were all wrong and that we were wrong and didn't know what we were doing. I asked if he had any documentation to support his assertion. Very quickly, he responded "Oh, yes" and reached in the passenger side of his pickup and pulled out a folded piece of slightly yellowed paper.

As he unfolded the large drawing, well worn with use, I could see that it was a tax map showing planimetrics without aerial photography. I had previously obtained a copy of this map and I knew that it did not accurately represent the relationship between the section line (between Sections 5 & 8) and the Subdivision lots along the county road to the north. This was understandable because the plat of the Subdivision lots does not show a tie to the section corners or lines, so the people in the Assessor's office would have no idea exactly where the lots were located in Section 5. Seeing this, I told the man that what he had was only a tax map and not a survey and that it could not be relied upon to determine the location of property boundaries. He then pulled out an 8.5" x 11" piece of paper that appeared to be a copy of part of a larger drawing. It looked like some kind of display plat for the Subdivision lots, having Block designations, but no lot numbers. It was, basically, a hand drafted copy of the tax map, having no dimensions. At the bottom of the paper was the name of a Surveying Company. In addition, someone had penciled in some distances for the tract that this man claimed to own. I presume these distances were scaled from the tax map; otherwise, I have no idea where they came from.

Having seen his documentation, I pulled out my own documentation and described to him from the documents the history of the corners I was using and showed him the surveys that had been conducted in accordance with state law that demonstrated that the tax map was not a reliable source for locating the property boundary. I also directed him to a statement appearing on the face of every tax map that reads as follows:

"THIS REAL PROPERTY OWNERSHIP MAP IS FOR TAX PURPOSES ONLY AND IT IS NOT INTENDED FOR REAL PROPERTY CONVEYANCES OR DESCRIPTIONS."

I gave the man one of my business cards and asked his name, which he indicated was Mr. Unhappy. He was not convinced by my response to his claim and insisted that it was not right and that he would fight it. He claimed that some old man had told him there was a pin in the middle of the state highway that was the property corner. I told Mr. Unhappy that we had a metal detector and that we could look for this pin, if he wanted to. So, we drove up to the old frame building on the stone foundation and probed with the metal detector the area that Mr. Unhappy indicated. We found nothing.

Mr. Unhappy still insisted that where we had cut line through on the south side of the building was not right. At that point I advised Mr. Unhappy that we had not yet marked the boundary line and that preliminary indications were that the line would run through the middle of the old building. Mr. Unhappy continued to insist that this wasn't right. I asked again about the copy from the Surveying Company and he emphatically affirmed that it had come directly from the Surveying Company. I, then, told him that he should contact the Surveying Company to see what they had to say about it.

I told him that the difference in our arguments was that I was basing mine on documented corners and surveys performed in accordance with the law and he was basing his argument on a tax map. By this time, Mr. Unhappy was becoming somewhat distressed. There wasn't anything else that I could tell him that would be helpful or convince him to change his mind. When he left, he indicated that he was going to get his measuring tape and measure off the dimensions that were penciled on the Surveying Company drawing.

Some other information that was revealed in our conversation with Mr. Unhappy are as follows:
- Mr. Unhappy had a high power rifle with a scope in the floor board of his truck, like it had recently been in use or was ready to be put to use.
- Mr. Unhappy indicated that he lived back up the county road that ran through the Subdivision lots and that he owned property back there.
- He also indicated that the horseback riders interrupted his hunting.
- He advised us to carry a gun (I'm not sure if that was intended as a threat or not).
- A little later he advised us to carry a gun because of wild hogs.
- He indicated that he (or one of his companions) had killed a 300 pound wild hog "last Saturday" (we were talking to him on October 4th, so I guess the hog would have been killed on September 30th).
- He indicated a desire to fix up and use the old frame building on the stone foundation. I'm not sure why he is so interested in the old building. It is in bad shape with the front "porch" falling in. It has two millstones in the stone foundation, though, that are rather interesting.

The next day, Thursday, October 5, 2006, we returned to perform some GPS observations to ensure accuracy and to tie to the State Plane Coordinate System. We encountered Mr. Friendly again while we were performing these observations. As before, he was very interested in talking about surveying, specifically, how it related to the location of his own boundary lines. He asked me if I could survey his property on the side, to which I indicated that I could not. He then indicated that he had talked to Mr. Unhappy that morning. Mr. Unhappy had stopped to take some pictures of the old frame building on the stone foundation. Mr. Friendly indicated that Mr. Unhappy had a strong desire to keep the old building. Mr. Friendly also related to me how Mr. Unhappy had apparently talked to someone from the Agency (after talking to us) who had brought up the possibility of a land trade.

We returned to the site to mark the boundary on October 12, 2006.  While there, we observed that some clearing had been done north of the old frame building on the stone foundation. It was not evident who had done the clearing or for what purpose.

On October 17, 2006 I went to the County Courthouse to search for answers to the questions that had by now developed. According to the Assessor's records, Mr. Unhappy owned four Subdivision lots, which he acquired in April 2004, October 2005 and November 2005. Each of these lots is in the neighborhood of about 1/3 acre in size. I searched the indexes from 1978 to the present and found no conveyances to Mr. Unhappy other than the four Subdivision lots. According to the Assessor's records, the tract of land with the old frame building on the stone foundation that lies in Section 5, belonged to a Real Estate Service located in an urban area.

We returned to the site in November 2006 to collect additional information needed to facilitate a land trade proposal.  In the mean time, the Real Estate Manager contacted Mr. Unhappy to discuss the possibility of a land trade to resolve the situation. The Agency required some proof of ownership from Mr. Unhappy, however, since the county records showed ownership of the adjoining tract in someone else. Mr. Unhappy told the Real Estate Manager that he had the deed in hand, but that he had not at that time recorded it yet. A copy of the document obtained after it was recorded revealed that it was dated September 2, 2006, but that it was not signed and notarized until October 6, 2006, which was 2 days after our encounter in the field.

Based on the information that we collected, I provided the Real Estate Manager with three options for a proposed land trade to put Mr. Unhappy in possession of an entire building. Agency Management selected the preferred option and the Real Estate Manager presented the proposal to Mr. Unhappy for consideration. 

We were again on site on Tuesday, December 19 and Wednesday, December 20, 2006 for some other survey work. We did not see Mr. Unhappy at all on Tuesday, December 19, but we did see another surveyor working at the site. Mr. Unhappy had told the surveyor that he was going to get 100 guineas and some pigs so that they would be both noisy and stinky.

On Wednesday, December 20, Mr. Unhappy stopped to talk at us. He told me that we better move those "stakes" off of his property, etc. He said that we were putting a bend in the section line. He was obviously angry and said that he would tear down his half of the old building and leave the other half. He went on to tell me that he was going to get dead hogs and leave them lay on his property so that no one would want to come to the new development.  He was on his way to a doctor's appointment, so he couldn't stay long. He didn't bring up the reputed testimony of "everyone", so I didn't have an opportunity to ask to talk to his witnesses. He again stated that I was wrong in my location of the property boundary and I again inquired how he arrived at that determination and he again referred to his "plot plan," which he stated was made by a surveyor, but he couldn't remember the name. I told him that if he had any credible information contrary to what I was working with that I would be interested in examining what he had, but he would have to support his claims with credible facts.
We prepared a boundary survey for a proposed boundary line adjustment in May 2007 and filed it with the County Recorder of Deeds. Before the swap of Quit Claim deeds could proceed, though, there were, apparently, some property tax issues related to the tract that Mr. Unhappy had acquired that needed to be addressed. For whatever reason, the proposal went no further and nothing more was heard from Mr. Unhappy.


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Original composition by Steven E. Weible

Saturday, November 17, 2012

French and English land measures formerly used in Missouri

Note:  The following information was included in a report presented to the U. S. Senate in March 1824, concerning contracts for surveying the public lands in Illinois, Missouri and Arkansas from January 1, 1819 to April 1822.

Source reference: American State Papers, Public Lands, Volume 4, page 19, No. 423.


A comparative statement of the land measures of the United States,
and the French measures formerly used in the late province of Louisiana

Lineal measure
   72 French feet = 77 English (U.S.) feet
   6 French perches = 7 English (U.S.) poles = 1.75 chains
   10 French perches = 1 lineal French Arpent
   12 lineal French Arpents = 35 chains

Superficial measure (area)
   288 Arpents = 245 acres
   1 League square = 7056 Arpents = 6002.50 acres

Tuesday, November 13, 2012

Surveyor General Comments on Little Prairie, Missouri

A plat of the Village of Little Prairie as it existed in 1806 is found of record on pages 84 and 85 of Book E in the Office of the U. S. Recorder of land titles, and a copy of the same is on file in this office [i.e., the Surveyor General's office].

The survey of said village as directed to be made according to the provisions of the act of 13th June 1812 and 26 May 1824 was contracted for with Jos. C. Brown on the 26th April 1843. Instructions to that effect were issued to said Brown on the 7th May 1845. See letter book K p. 282.

Mr. Brown when he afterward returned the papers furnished him to that purpose, reported that no survey of the old village could be made, because the ground on which it was situated having been washed away by the Mississippi river. For a statement of which fact see his receipt filed with his account, being Voucher No. 1 of account current under appropriations for towns and villages, 1st quarter of 1846 and Record thereof in Book B of accounts p. 151.

See also the Commissioner’s letter of the 26th January 1847, book S, p. 3, and the Surveyor General’s answer of 17th February 1847, Book M, p. 83.

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Source Reference: Book of Reference, Vol. 33N, page 45,
Missouri Department of Natural Resources microfiche location: 720/2778A2

Monday, November 12, 2012

Joseph C. Brown's contract dated September 15, 1835

The following is the text of the contract document between Elias T. Langham, Surveyor of the Public Lands in Illinois and Missouri, and Joseph C. Brown, U. S. Deputy Surveyor, for the survey of town and village lots in Saint Louis, Missouri.
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Articles of Agreement had, made, and concluded, the fifteenth day of September one thousand eight hundred and thirty five, between Elias T. Langham Surveyor of the public lands in Illinois and Missouri, acting for and in behalf of the United States of the one part, and Joseph C. Brown of the County of Saint Louis, and State of Missouri of the other part, witnesseth: That the said Joseph C. Brown for and in consideration of the terms, provisions and covenants, herein after expressed and according to the true intent and meaning thereof, doth hereby covenant and agree, with the said Elias T. Langham in his capacity aforesaid, that he the said Joseph C. Brown will under his own personal and immediate superintendance and not by sub-contract, execute the following described surveying, situate in the County of St. Louis and State of Missouri, agreeably to the laws of the United States, and such instructions as may be given to him by the said Elias T. Langham, Viz: He will survey the Town and out lots of the Town (now City) of Saint Louis, and the lots of the common fields attached thereto, which have been confirmed by the laws of the United States and have not heretofore been surveyed, and he will also survey the out boundaries of the Town, and of the several common fields, either in separate parcels, or in one general survey, according as he may be instructed by the said Langham, and the said Joseph C. Brown further covenants and agrees that he will complete the aforesaid surveying and make returns to the office of the Surveyor of the lands of the United States in Illinois and Missouri within six months from the date hereof, his field notes and a separate plat of each lot and block, showing the proper connection in every case with the adjoining and adjacent lots and blocks. And the said Elias T. Langham covenants and agrees in his capacity aforesaid, that on the completion of the work in the manner aforesaid, there shall be paid to the said Joseph C. Brown as a full compensation for his own personal services and expenses, at the rate of six dollars per day, from the time he shall commence work, until the surveys and returns aforesaid are completed, and also, all other necessary expenses, provided the Surveys and returns shall be approved of by the Surveyor of the lands of the United States, in Illinois and Missouri. In witness whereof, the parties to this agreement, hereunto set their hands & seals in duplicate, signed at St. Louis in the State of Missouri, this fifteenth day of September 1835.

{signed} E. T. Langham (seal)
{signed} Jos C. Brown (seal)
Witness: William Milburn

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Source Reference:  Missouri Contracts 1815-1843, pages 313-315,
Missouri Department of Natural Resources microfiche location: 720/3303A4


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Transcribed by Steven E. Weible