Case ID: ky_124/html/0314-01.html
Source: Caselaw Access Project
Author: {"author": "Chiep Justice", "license": "Public Domain", "url": "https://static.case.law/"}
Date Created: 2024-08-24T03:29:51.129683

CASE 40 — ACTION BETWEEN FELIX G. MORGAN AND OTHERS AND C. G. RENFRO INVOLVING THE LOCATION OF A TRACT OF LAND IN CONTROVERSY.
    January 16.
    Morgan and Others v. Renfro
    Appeal from Leslie Circuit Court.
    PI. C. Faulkner, Circuit Judge.
    From the judgment plaintiffs appeal.
    Reversed.
    1. Boundaries — Description—Water Courses. — The mouth of the second right-hand fork of a stream called for in a survey is a natural, indestructahle monument, which will prevail over courses and distances if any must yield.
    
      2. Same — Stake as Corner — Presumption—Performance of Official Duty — County Surveyor.- — It will be presumed that the county surveyor when he designates a corner of ;a survey as being at a stake, actually placed one at the point indicated, in compliance with Rev. Stats., 1852, c. 102, section 3, sub-sec. 2, requiring the county surveyor in locating and surveying entries to bound them by plainly marked trees, stones, or stakes.
    3. Boundaries — Description—-Survey—Courses and Distances.— Where corners marking three successive lines of a survey are lost, the distances of the three lines will be altered proportionately to make them conform to the known parts of the boundary rather than to radically alter the course of one of thé lines.
    4. Same — Point in Known Survey. — Where ia survey calls for a point in the line of a known survey, a corner of which is the nearest point in the line to the last call of the survey in question," the corner should be accepted as the point intended.
    LEWIS & CALVERT, attorneys for appellants.
    ROBERT L. BLAKEMAN of counsel.
    CONTENTIONS — AUTHORITIES.
    Where one or more corners of a survey are lost, they must be located by running the lines from the nearest known and established corners until they intersect. The point of intersection will be the corner desired.
    (a) Adjudicated cases in point: (Beckley v. Bryan, et al., Sneed, 91-96; Wishart v. Cosby, 1 A. K. M., 382.)
    (b) Case not in point but touching matters referred to in argument: (Pearson v. Baker, et al., 4 Dana, 321.)
    (c) Case referred to but not cited for authority: (Bryan v. Beckley, Litt, Sel. Cases, 91 et seq.) -
    J. M. BICKNELL, attorney for appellee.
    Appellee takes the following statements to be law:
    1. A stake corner is mathematically known, and is not lost.
    2. Unless controlled by 'another known corner, a stake corner is to be located by running the calls of the patent.
    3. A lost comer cannot be found by reversing from ian assumed stake corner.
    
      4. Every grant should be construed with as few sacrifices as possible.
    5. One line of a survey is of itself of no higher dignity than any other line.
   Opinion op the Court by

Chiep Justice

O’Rear— Reversing.

The question for decision on this appeal is the correct location of a line of a survey of 100 acres of land made by Chastain & Waggoner in Clay county (now Leslie), March 13,1870, on which a patent was issued to them. The controversy arises upon a conflict between this patent and one issued in 1884 to F. G. Morgan. Under the statute, the junior patent, to the extent of the conflict, is void. The question for decision is one of law, as there is no controverted fact in the case before us. To a clear understanding of the point decided, and of the contentions presented, we append a map of the two' patents, and another necessary to be located. The John Gilbert, Sr., patent, dated August 9, 1831, is located because the Chastain & Waggoner patent calls for some of its lines. Furthermore, the presumption is that patentees of vacant land make their entries and surveys with reference to elder surveys which are known. The Gilbert patent is located by actual survey so far at least as is material to a correct application of the rules of construction to the patents in dispute. Both sides agree to this fact.

The F. G-. Morgan patent, No. 39,601, is also located correctly. There is no material discrepancy between the surveys of it made by competent and expert surveyors for the respective parties in this litigation. The trouble arises in correctly locating the lines and corners of the Chastain & Waggoner patent. "It has but two natural, visible monuments. One is its beginning corner (A on the map), which is as called for in the patent, and actually located on the ground, 2 white oaks and a double poplar, on Salt Well Branch (waters of the Middle Fork of the Kentucky river), and a small holly near a path leading up the branch, which is also a corner to a 50-acre survey made for Timothy Pennington: The first call of the Chastain & Waggoner patent is N. 52 degrees W., 80 poles, to a stake at the mouth of the second right hand fork of Salt Well Branch (B on the map). The mouth of the second- right-hand fork of Salt Well branch is a natural, indestructible monument, and must, under familiar rules, prevail over course and distance if any must yield. Running the course called for, the natural object is not reached. It required 96 poles upon that same course to reach the mouth of the branch. Thus the second corner is established. The third call is N. 15 degrees W., 300 poles, to a stake (C on the map). Fourth call is N. 75 degrees E., 300 poles, to a stake (D on the map). The fifth call, which is the crucial point in the case, is- thence S. 65 degrees E., 160 poles, to a stake in the line of John Gilbert, Sr., survey. To obey the patent call here would cany the line to point E on the map, some 140 poles N. E. of the nearest point on the John Gilbert, Sr., survey. The next call in the patent (the sixth), is “thence with said line S. 25 degrees W., 600 poles-, to a stake in his line-;” thence N. 60 degrees W., 360 poles, to the beginning. 'As the sixth call is for the John Gilbert, Sr., line, the course in the Chastain & Waggoner patent will yield to the course of the Gilbert line, and will follow it, whatever its course to the nearest point, agreeable to the distance -called for, that will afford a practical closing of the last line with the beginning corner. Thus we see that the controlling objects in the Chastain & Waggoner patent are (1) its beginning corner; (2) its second corner; and (3) the line of the John Gilbert, Sr., patent. That line is definitely and satisfactorily located. The problem, is to reconcile all the calls and lines in the Chastain & Waggoner patent so as that none of the natural objects and known monuments may be sacrificed. To do this, it is necessary to discard some of the other calls, in part. One known corner and one established line of a patent is of as much dignity and value as any other. Appellee contends, and the circuit court decided, that the second and third calls of the patent should be established as called for (C and D on the map), and that the fourth call must be sacrificed in both its course and distance so far as may be necessary to reach the nearest point in the nearest line of the John Gilbert, Sr., survey (P to 7 on the map). This point, from whatever construction may be adopted, is the seventh corner of the John Gilbert, Sr., patent. The circuit court, therefore, changed the course and distance in this call from S. 65 degrees E., 160 poles, to S. 10 degrees E., 178 poles; the latter course and distance bringing the line to a point, and the nearest point, in the John Gilbert, Sr., survey.

The object of definite calls and monuments in a survey made of public lands is at least twofold: One to locate to the settler or patentee the specific boundary which he acquires, the other to notify the public; those who might desire to locate vacant lands in the the vicinity for entry and survey, and those who might investigate the records to ascertain the extent of such boundaries as had been previously located and patented with the view of purchasing them. It is believed that with very insignificant exceptions there remain no vacant lands in this commonwealth, though there probably was much that was vacant, or supposed to be, in 1870, and for some years later. Nevertheless, the importance and basis of the reason for marking such original patent boundaries remains the same in other respects. There are .many thousands of acres of unenclosed lands, wood land, yet in this commonwealth. Though it may all have been long since .patented, there was never a time when the preservation of the original lines, and the certainty of the evidence of their location was more-important. Not only is the validity of the particular patent involved therein, but as other patents which may call for their lines, or whether they do or not, must yield to them when junior in date, the existence of the original corners is a matter of public as well as private concern. The statute required the county surveyor in locating and surveying entries, to bound them “by plainly marked trees, stones, or stakes, noting where it binds on a water course, or the marked lines of another survey, giving names.” Subsection 2, section 3, c. 102, Rev. Stat., 1852. It will be presumed that the county surveyor, a public official, has performed his duty in that respect, and that when he designates a corner as being at a stake, some such object was actually placed at the point indicated. Such temporary objects, though placed as required, could not long- endure, and will in short time become lost. So, for that matter, marked trees may be destroyed, and such corners be lost. In all such cases, where it comes to locate again the survey so made, the object is to reproduce if possible, or as near as may be, what was originally done in appropriating the land by the survey. If any- corner is identified from it, where the patent calls are definite as to courses and distances, it is certain that the survey may be reproduced. There are several means which may be adopted. The rule is to prefer the best evidence. Therefore marked corners — i. e., those clearly identified, and which are notorious objects — are seized upon as the most satisfactory; then natural objects not marked, such as a stream, a ridge, a cliff; or the like, for they, while not so exact, are nevertheless reasonably sure to afford satisfactory evidence of the location of the patent at or near that point; then calls for the lines of other patents, which are of record, and which are susceptible of definite and certain location; then courses; and then distances, in the order named. Nor are these all; for the object is by such circumstantial evidence to get at what was done before, and by rules so certain and unvarying that any subsequent inquirer, at any time, may reach the same conclusion with ordinary diligence. Hence it is allowed to consult the record of the original survey and plat, and, if there appear an error in the patent, such record may be resorted to to correct it. Steele v. Taylor, 3 A. K. Marsh. 226, 13 Am. Dec. 151; Bruce v. Taylor, 2 J. J. Marsh. 160; Harris v. Lavin, 6 Ky. Law Rep. 304; Hagins v. Whitaker, 42 S. W. 751, 19 Ky. Law Rep. 1050; Goff v. Lowe, 80 S. W. 219, 25 Ky. Law Rep. 2176. The number of acres to be embraced in the-patent is also an evidence to be consulted. For, whiles a patent is not void, that actually contains more than, it calls for, the fact that it calls for a certain number of acres, and there is a clear mistake in some of its. calls, to be corrected by the evidences obtainable on the ground and in the face of the papers, the doubt may be removed in favor of a particular theory when to do so satisfies or approaches closer to the statement of the patent as to the quantity of land embraced by it. Applying these rules to the case in hand, we-find that the water courses called for, and the marked', timber, as well as the line of the John Gilbert, Sr.,, survey, are ascertained and located. The other corners, all stakes, are not found; and, by running those lines according to the calls of the patent, they cannot be located so as to close the patent boundary. They are then lost corners. In locating them under the rules laid down above, something must be sacrificed. Three lines and two corners are involved in that sacrifice. "Where shall it be? We have said that one corner is’not of more importance than another. Nor is one-line of more importance than another. As the ruléis to sacrifice distances as being the least important,, it would not do to discard any course so long as by altering distances 'only tbe survey can be made to close, leaving all identified corners intact. It was therefore, error to alter tbe call'of tbe patent as to its course, as, by shortening the distances 'of tbe doubtful lines in equal proportions, all the courses would be maintained. This precise method was directed in the case of Beckley v. Bryan, (Ky.) Dec. 91, where it was said: “If tbe lines and corners of all surveys could be shown, tbe true meridian and tbe variations of tbe magnetic needle from it would be of no importance in adjusting claims to. lands. Considerable aid may also be derived from the distances called for in plats, and certificates of surveys, yet, when a departure from either course or distance becomes necessary, reason as well as tbe law seem to suggest tha,t the distances, taken in our mode of mensuration, ought to yield, as being much tbe most uncertain of tbe two. * * * From one of the adjacent corners which remain, tbe courses and distances of tbe lost lines ought to be run, as called for in the plat and certificate of survey, and if they close with tbe other adjacent corner which remains, tbe true situations of tbe. lost corners, and consequently tbe true situation of the lost lines, will be satisfactorily ascertained. But, if tbe courses and distances thus run do not close tbe survey, it must be accomplished by running tbe same courses, and either lengthening or shortening tbe distances, as each case mjay require, and in proportion to the length of each line, as called for in the plat and certificate of the survey. And, if the survey cannot be made to close by this means, then, and not otherwise, a deviation from tbe courses called for must also aid in accomplishing tbe purpose.

The rule of stare decisis applies with especial force to such art opinion; for it must Tbe presumed that within the century since it was delivered, many surveys have been made, and grants issued, and titles confirmed under its authority. It has become verily a part of the practical construction of many thousands of grants and conveyances. Furthermore., the rule is perfectly sound. Applying it, then, to the case in hand, it was the proper construction of the patent in dispute (Chastain & "Waggoner) to have maintained the courses of the three lost lines, but have shortened the lines in proportion, so as to fix the lost corners at the points of their intersection. This result is attained as the nearest approximation to the patent calls which the situation affords, including quantity of land embraced. We see that the original surveyor was in error in transcribing the calls of his survey; and, as it is conclusively presumed that the error was not in the marked corners, nor in the natural objects called for, nor in the line of a previous survey of record called for, it must have been in some of the lines where there is no evidence on the ground, or in the face of the record then made, of the location. The presumption is as reasonable that it was in one .line as in another, and, as it is impossible to now say in which it occurred, each is reduced proportionally till a closed boundary is effected; that being a necessary result and object of the work in. the field.

Not only is the John Gilbert, Sr., survey, as located by the civil engineers who run out the disputed boundaries in this case, agreed to be the one called for in the Chastain & Waggoner patent; but as there is no evidence of any other survey by that name in that neighborhood, and particularly none that corresponds so nearly as this one with'the patent calls, it is properly assumed that it is the one called for. Markham v. McGee, Hardin, 382; Marshall v. McDaniel, 12 Bush, 381. It is true that the Chastain & Waggoner patent does not call for a corner of the Gilbert survey; but a corner may be a point in a line, and, if it is the nearest point in the line to the last call of the patent designating it as an object or abutment, that may be, and should be, accepted as the point intended. From the foregoing it follows that the Chastain & Waggoner boundary is the lines A, B, F, G, 7, 8, 9, 10, 11, and that the lap of this survey upon the F G. Morgan patent designated by the area embraced in lines Y, 7, g, and f, is the only land in dispute between these litigants. The disputed area so designated should be adjudged to appellee. The remainder of the tract in controversy claimed by appellee, being all the land northeast of the line, e, Y, 7, should be adjudged to appellants.

Judgment reversed; and canse remanded for entry of a judgment in conformity herewith.'