Stark v. Stout

HUFF, C. J. Appellant W. H. Stark, as executor of the will of Alexander Gilmer, deceased, and A. G. Thomas and B. F. Hew-son, executors of the will of Mrs. C. C. Gil-mer, deceased, sued W. M. Stout, J. W. Duncan, J. E. Duncan, W. Duncan, J. W. Christopher, and S. B. Crump, which suit was originally filed August 25, 1911. The three Duncans disclaimed, and the case was tried as between the appellants and the other three defendants. The action is in the form of trespass to try title to recover three surveys of land, numbered 195, 197, and 199, block IT of survej-s located for Beatty, Seale & Forwood, in Hall county, Tex. Upon amendment of the petition, it was alleged the suit was one of boundary, involving á conflict between section 27, Adams, Beatty & Moulton survey, block A, which is alleged and claimed to cover survey No. 195, B., S. & F., block I-I, and the defendant Christopher claimed section No. 19, A., B. & M., block A, which is claimed covers survey No. 197, B. S. & F., block H, and the defendant Crump claimed survey No. 18, A., B. & M., block A, which he claimed covered survey No. 199, B., S. & F., block H. The defendants Stout, Christopher, and Crump answered separately by general denial and not guilty and the three, five, and ten year statutes of limitation, and also plead specially the boundaries of their respective sections, claiming the land included in the boundaries of their section, and asked for judgment therefor. The court rendered judgment for the defendants, appel-lees here, for the lands included in their boundaries as prayed for by them, from which appellants appeal. The court found that surveys 195, 197, and 199, claimed by plaintiff, should be located by course and distance calls of the original field notes from the southwest corner of survey No. 187, the 'same block as identified on the ground; that surveys 18, 19, and 27, A., B. & M., claimed by the defendants, conflict with said surveys and should be located as claimed by the ap-pellees. The question to be determined in this case is the true beginning corner of section 1, block 1, J. Pointevant survey, which surveys were made by George Spiller, January 4, 1875, 'and he located block A, A., B. & M., consisting of 36 sections of 640 acres each, on April 5, 1875. The only work he did on the ground that can relate to said surveys was to run a traverse line in 1873, while locating other surveys across the Prairie Dog Town fork of Red river, at or near the north end of section No. 1 of the Pointevant block, as now claimed by the appellees; from that point he meandered the north bank of the river to the 100th meridian, and then ran north on the meridian 5 miles to the five-mile post thereon, then turned west and ran a line west 40 miles, from which corner he located the northeast corner of survey No. 45, T. & P., and from which he located other surveys and marked the corner as the china-berry corner, which is so known in this record. From the measurements theretofore made by him, he located the Pointevant block and the A., B. & M. block at the dates above specified and platted them and the field notes and the plats were returned to the land office May 22, 1875. Block I-I, B., S. & F., of which the sections claimed by appellant were a part, was located by R. O. Armstrong July 31, 1875, and their location is fixed by other connections than those of the Pointevant and A., B. & M. surveys; so it is uncontroverted that the appellees’ surveys are senior in point of location. The field notes of survey No. 1, block No. 1, J. Pointevant, are as follows: “Situated in Hall county, on the waters of Prairie Dog fork, a tributary of Red river, about 5 mi. 60° W. from the center of the county and known as survey No. 1 in block 1, beginning at a stake in the south bank of Prairie Dog town of main Red river (3) three miles W. and (4) four miles, 782 vrs. S. of a china-berry stake, 2 high and 4 square, from which (2) two chinaberry trees br. S. 58½° E. 943 vrs. and S. 75° E. 1,246 vrs., which is the S. W. corner of survey No. 20, Blk. 18, for the H. & G. N. R. R.; thence E. 950 vrs. to stake with meanders of river; thence S. 3,800 vrs. to stake; thence W. 950 vrs. to stake; thence N. 3,840 vrs. to place of beginning.” Surveys Nos. 1 to 36, inclusive, call for and are connected with No. 1 and call for and are platted on the river calling for its meanders as their north boundary and Nos. 37 to 54, inclusive, call for and are connected with the same on the south by course and distance. Survey No. 1, block A, A., B. & [1016] M., calls for 54, block 1, J. Pointevant, and all its surveys are located by course and distance from survey No. 1 of that block. Survey No. 54, block 1, J. Pointevant, is described in the field notes as follows: “Beginning at a stake 145 vrs. N. of N. W. corner of survey No. 53, also the S. E. corner of survey No. 1; thence W. 1,900 vrs. to stake; thence S. crossing Powell’s fork 1,900 vrs. to stake; thence E. 1,900 vrs. to stake; thence N. crossing Powell’s fork to place of beginning.” Survey No. 1, block A, A., B. & M., is described as: “Beginning at a stake, the S. W. corner of survey No. 54, block No. 1 for A. B. Grant, by virtue of script 2/195, issued to J. Pointevant; thence S. 1,900 vrs. to stake; thence East 1,900 vrs. to stake: thence N. 1,900 vrs. to stake; thence W. 1,900 vrs. to place of beginning.” It is undisputed that the distance from a point three miles west of the ehinaberry corner to the south bank of Red river, when the river was first observed after the surveys were platted in — that is in 1889 — was 2,805 varas in excess of the distance called for in Spiller’s field notes for the Pointevant survey No. 1. It is uncontroverted that Spiller did not measure the distance from the chinaber-ry corner to the point on the south bank of the river fixed as the beginning corner of the Pointevant block, but that he calculated the distance from his previous measurements theretofore made. It is also uncontroverted, and the court so finds, that if the Pointevant block is located by its calls for the river, the true location of appellees’ surveys conflict with and practically cover appellants’ surveys; but if the Pointevant block is located by distance from the ehinaberry corner as called for by the field notes of Spiller, there is no conflict. The facts are uncontroverted that the river, when the location of the surveys was made, was, under the statute, a navigable stream more than 1,000 varas wide, and to locate the Pointevant blocks by the distance called for by Spiller will place surveys from 1 to 36 of Pointevant across the river with part of same on both sides of the river. The controlling question in this case is, as we understand it, the true location of the northwest corner of survey No. 1, Pointe-vant block, and whether or not it should be located by the course and distance called for in the original field notes of Spiller and disregard the call for the river, or whether course and the river shall control in locating that corner and the distance called for south from the point three miles west of the china-berry corner be disregarded. The court located and established the Pointevant No. 1 from the bank of the river as established in the year 1889, and ran out the rest of that block, together with block A, A., B. & M., by course and distance, locating the lands where the appellees claim it to be, thereby conflicting with the surveys of the appellant, which ms above stated, are junior surveys. [1,2] In the call “three miles W. and 4 miles, 782 varas S. of a ehinaberry stake, 2 high and 4 square, from which two china-berry trees bear,” etc., we think the distance called for south from the three-mile point was directory in its nature and should be so treated, and that its evident purpose was to point out or lead a person into the region or neighborhood of the tract surveyed, and hence not considered as entitled to controlling weight in locating the boundaries of section 1, block 1, J. Pointevant; especially so where it conflicts with the special locative calls. The locative call of the surveys in J. Pointe-vant block 1 is on the south bank of Red river, beginning at a point on the south bank of the river south of a point three miles west of the ehinaberry stake. The 'north line of the tier of surveys in block 1, from 1 to 30 inclusive, call for the south bank of Red river with its meanders. In calling the distance to the south bank of the river, from a point three miles west of the ehinaberry, the surveyor missed the distance nearly a mile and a half. It may well be inferred in calling for the distance the surveyor would not be very particular. He gave the course to travel from a given point, and when the south bank of the river was reached, where the south line intersected that bank there the survey was to begin, following the meanders of the river for the north line of the block, giving to each survey therein the course and distance called for. Generally distance is regarded as less reliable than course. Distance may be reported inaccurately, either by mistake or design. The surveyor may fall into error in making field notes. This is the work of the officers themselves; but when a surveyor says to the locator, “Go to a certain point, travel south to the south bank of the river, and there begin your survey,” the locator has the right, we think, to go until his line reaches that point. If a surveyor says it is a certain dis.-tance to- that point, he only intends to put him in that neighborhood at that distance. If the locator reaches that point before the distance called for gives out, he must stop. If the distance gives out before reaching it, he is entitled to proceed until he reaches it and when he does he must begin there. Stafford v. King, 30 Tex. 273, 274, 94 Am. Dec. 304. This, of course, cannot be followed as the rule in all cases, but we believe it is the rule which should govern this case. The Supreme Court held that if the place called for can be established, even though a stake is called for at the place, the call for distance should yield to it. Thatcher v. Mathews, 101 Tex. 122, 105 S. W. 317. In'this case the evidence shows that Spiller, the surveyor, did not survey the Pointe-vant block or block A, A., B. & M., on the ground, but made office surveys. He had previous thereto run a traverse line crossing the river near the point called for as the beginning point of the block, took the measurement of the river at that point, meandered [1017] the north bank of the river down to the 100th meridian, tbence north with the 100th meridian to the five-mile post and then turned west, running a west line for 40 miles and at the end of the line put in the china-stake corner. The distance from that point to the south bank of the river was calculated from the traverse lines theretofore run, and Spiller says he may have made a mistake in the calculation, but if it had been very great he would have discovered it in platting. The facts are clear that he did not' at that time, or at any other, run the distance from the cliinaberry corner to the south bank of the river. The south bank of the river was platted in by Spiller with the meanders of the north bank, and the lines of the surveys were platted in from the meanders of the river as thus ascertained. The northwest corner of the J. Pointevant block was determined by calculation. The course of the river was determined by his observation from his beginning corner for the meanders of the river. It is clear that Spiller observed the river, meandered its north bank, and that he platted the south bank by his meanders of the north bank. It was, as shown by him, his purpose when this work was done to put in block 1, S., P. R. R., and block 2, T. & P., which blocks some of the maps and the evidence in this case indicate were surveyed and platted, in between the 40-mile line west from the meridian and Red river. Block 2 shows to have been located west of the 40-mile line and to the river. It is certain that Spiller crossed Red river and knew where it was; that having located blocks 1 and 2, as above stated, the year before, north of the river, it was his purpose to locate the Pointe-vant block south of the river. He therefore called for the north line of that block to rest on the south bank. It is urged that he called for the river by mistake, for the reason that the three-mile point was more than 4 miles, 7S2 varas north of the south bank. AVe think the probabilities are that he made an erroneous calculation as to the distance from the china corner, rather than a mistake as to the river being situated at the point where he thought it was. It is quite certain he made a mistake somewhere, but one thing is absolutely certain from the field notes — he intended to locate the block on the south bank of the river. The true rule is that when calls lead to contrary results or confusion “that rule must be adopted which is most consistent with the intention of the parties apparent upon the face of the patent (field notes) read in the light of the surrounding facts and circumstances.” Stafford v. King, 30 Tex. 271; Huff v. Crawford, 89 Tex. 214, 34 S. W. 607, 610; Blackwell v. Coleman County, 94 Tex. 216, 59 S. W. 530; Robinson v. Doss, 53 Tex. 508. AVe do not think it can consistently be asserted that the surveyor was ignorant of the location of Red river. He crossed it, meandered its north bank, and measured its width near the point of the corner called for as the beginning corner, and further says that the northwest corner of survey 1, block 1, J. Pointevant, was a low, sandy valley with some sand dunes south of the river. This point he evidently intended for the beginning call. Plis constant assertion that the surveys fronted on the south bank should be held sufficient evidence that the surveys were located on the south bank. Of course, if the evidence showed that he mistook some other stream for Red river, or at that time Red river was in fact located north so as to place the south bank within 4 miles, 782 varas of the three-mile point, then the bank of the river as known, when resurveyed and located, would not control, but that it was the purpose to locate block 1 south of the river, fronting on the south bank, there can be no question, as evidenced by the field, notes. The trial court found that the surveyor made a miscalculation in the distance from the three-mile point west of the china stake to the south bank, and not that he made a mistake as to the location of the river. AVe think there is ample evidence to support the finding. The facts in this case do not bring the case within the rule announced in Allen v. Koepsel, 77 Tex. 507, 14 S. W. 151, where the surveyor mistook a slough or old channel for the river Gaudalupe; or the case of Band Company v. Thompson, 83 Tex. 169, 17 S. W. 920, where the surveyor mistook a canyon for Devil’s river, and called for the latter in the field notes. Those cases hold simply that a mistake in a call for a river may be shown to be a mistake, such as may be shown in reference to any other call-in boundary. It is contended by appellant that the maps then in use show that the river was then supposed to be north of its actual location, and that the survey should be constructed according to the river as located on the then map, and that the presumption should be, as it was an office survey, that the surveyor intended to so locate the land. In rebuttal of this presumption Spiller made the map, and evidently his miscalculation caused the delineation of the river thereon which occasioned the miscall as to the distance; and further, he had actually seen the river, meandered and measured it, and testifies that survey 1 was south of the river in a sandy flat with some sand dunes. There is nothing in our judgment which shows that he was mistaken as to the location of the river on the ground or the location of the block on its south bank. The appellants in this case rely on the case of I-Iuff: v. Crawford, supra, contending that as the map in the land office then showed the situation of the river the Pointevant should be now so located. In this case the surveyor did not locate by the map, but located on the south bank of the river. He himself made the maps, he delineated the river, but in doing [1018] so all the evidence showed he made a mistake in his call of distance for the river from the three-mile point, and also in platting the river on the map too far north. If he himself did not make the map he was the first surveyor in that country, and making his distance too short from the china corner for the river led to an erroneous map in designating the river. The Supreme Court said in the case above cited: “There is nothing in evidence to show that the surveyor made any mistake in any of the calls made in the field notes.” In this ease the trial court finds the surveyor made a mistake in the distance called for to the river. The evidence amply supports this finding. Spiller was on the river, knew it, meandered and measured it, identified and described the ground upon which section 1 is located south of the river. He calculated it could be reached in 4 miles, 782 varas. This the evidence shows was an error. As above stated, there is no room to doubt that the purpose was to put the Pointevant block south of the river, both by the field notes and Spiller’s evidence. [3] The appellants do not present by assignment of error that the court should have rendered Judgment for them on the ground that the south bank of Red river was at the distance called for from the three-mile point when the field notes were made by Spiller, but they argue most strongly that it was, and that since the survey the river has changed its channel south so as to place the south bank where it was found in 1889, and where surveyor Parks located it and surveyed out the block. The appellants introduced a witness who described the north bank of the river, describing a flat, sandy country, with a low-lying sandy ridge for some distance back, giving the distance, and then described other sand dunes, cottonwood trees, etc. Prom this character of testimony appellants present the theory that somewhere through these sand dunes the channel of the river evidently ran when Spiller made his survey. This is a theory which may or may not be correct. Counsel for appellant asserts: “The earth writes her own history to those who are able to read her landmarks. The course of the river at this point, the sand hill, sand fiats, sand dunes, the sand bar, the cluster of cotton-wood trees, standing out just 1,-000 varas north from where the course and distance called for in Spiller’s field notes would locate the south bank of the river (thus marking the former location of the north bank) that being the uniform width which Spiller assigned to the river, as appears without dispute, make a record of a shifting river bed, which it were stupid not to be able to read.” If the bandwriting of earth is so legible that it were stupid not to be able to read, it occurs to us that to those of us who are not familiar with her chirography it would have been wisdom to have produced a witness who could have testified to the writing in court, showing the time it took and when it was the river in its bed flowed over this spot, and not leave us to surmise and speculate when it was. Spiller does not testify the river was at that spot when he measured it, and no living witness so testified. The map introduced by appellants shows, if appellants’ theory is correct, that the river for the entire distance of the block — 15 miles — uniformly shifted south the exact distance at the point claimed by appellants in their theory. In 1889 Parks put in a corner on the south bank where vegetation ceased, and to further identify that corner set a monument back 200 varas from the river, which was standing at the trial. In 1903, by erosion of the south bank the original corner was destroyed and the river moved south 120 varas. This was 14 years after this corner was put in, and the Parks corner was put in about 14 years after the original field notes were made. Further than this evidence we find no change in the river bed. The block, as we understand, is now located and surveyed from the point 200 varas north of the monument set by Parks in 1889 to evidence the northwest corner of section 1. The witnesses who testified to the topography around this corner in some particulars described it as being in a low, sandy fiat, with some sand dunes to the east of it, as does Spiller in his evidence. We do not think the evidence is sufficient to have warranted the court in finding that the river was where appellants’ theory would place it when Spiller made the survey. They do not assign error on the part of the court in failing so to find, but present the theory in this court by argument. ■ [4-6] It is assigned as error on the part of the trial court in failing to locate section 54, block 1, J. Pointevant, so that its east and west lines will cross Powell creek. This section is the last section called for in block 1. Its lines on the east and west by the field notes call to cross the creek. It is undisputed that it was not actually surveyed on the ground. Spiller testified in 1873 he ran down this creek part of its length, just where and what part of it is not shown. 1-Ie left the creek, crossed the river, and in 1874 meandered the north bank. It is not shown what distance he found the creek, where he placed the lines to cross it, was from the south bank of the river. So far as this record shows, its distance from the river where the lines of 54 should cross the creek is the merest conjecture on his part. That the calls for this creek were conjectured cannot very well be disputed. To have located this section so as to cross the creek would have placed it in conflict with section 1, block 1, and would be to disregard every other call for course and its situation as platted in the block. The trial court having fixed the northwest corner of section 1, as above shown, could not have placed section 54 as claimed by appellants without disregarding the other calls in the block, thereby .destroying the contour and formation of the block. Where there are two identified marks or lines in [1019] a block of surveys, one is entitled to no greater dignity than the other to establish another point in the same survey. When it is found in such instance the calls are conflicting, and cannot be harmonized, effect should be given to the one which is most in harmony with the other calls of the field notes and with the lines of contiguous surveys. Davidson v. Killen, 68 Tex. 406, 4 S. W. 561. We think in this instance the calls for Powell creek are merely descriptive calls, and that course and distance should prevail over the calls for the lines crossing the creek. The surrounding and connected circumstances adduced in proof show that course and distance is the most certain and reliable evidence of the true locality of section 54 from section 1 of the same block. We think the trial court was correct in so locating it. The court having so fixed and established sections 1 and 54, it is undisputed that the land of appellees is where they claim it and which they have fenced and occupied for more than 10 years before this suit was instituted. Their surveys being older than those claimed by appellants, it follows the land claimed by appellants was appropriated when their surveys were located, and they cannot recover in this cause. It is contended by appellants that the court was in error in holding that Stout, Christopher, and Crump had title by the 10-year statute of limitation. Prom an examination of the record, we believe the court was correct in his findings that they had title, each of them, to their respective sections of land by the 10-year statute of limitation; however, our findings with reference to the boundary make it unnecessary to go into an examination and discussion of the facts with reference to the statute of limitation, and the assignments of appellants with reference to the 10-year statute of limitation will be overruled. We think, under the facts and pleadings in this ease, there was no error on the part of the court in refusing to tax the costs or any part of them against appellees. The judgment will in all things be affirmed. Footnotes [1] <§^>For other cases see same topic and KEY-NUMBER in all Key-Numbered Digests and Indexes [2] <g=*For other cases see same topic and KEY-NUMBER in all Key-Numbered Digests and Indexes