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