Ballinger v. Price

13 Va. Cir. 398, 1959 Va. Cir. LEXIS 7
CourtVirginia Circuit Court
DecidedSeptember 1, 1959
StatusPublished

This text of 13 Va. Cir. 398 (Ballinger v. Price) is published on Counsel Stack Legal Research, covering Virginia Circuit Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ballinger v. Price, 13 Va. Cir. 398, 1959 Va. Cir. LEXIS 7 (Va. Super. Ct. 1959).

Opinion

By JUDGE ELLIOTT MARSHALL

This case involves a controversy between the purchaser and vendor of a valuable farm in Clarke County.

In 1949 the complainant and Clifton E. Price, the defendant's decedent, executed a written contract for the purchase of the farm by the complainant. The contract recited that the tract contained "600 acres, more or less," and that the sale was to be "by the acre," the purchase price being "$90.00 per acre."

The following paragraph was included in the contract:

It is further understood and agreed that the purchaser is to have a survey made of the property to be conveyed at his expense in order that the metes and bounds may be incorporated in the deed.

Pursuant to the contract the purchaser employed Mr. Bond, a surveyor, who made the survey the metes and bounds of which were incorporated in the deed. Bond computed the acreage from his survey and the metes and bounds description contained a recital that the tract contained 611.9 acres, more or less, which the deed purported to [399]*399convey and the purchaser paid the vendor at the rate of $90.00 per acre for the purported acreage.

While Bond recited in his report that he had made a transit survey it is obvious from the metes and bounds description that he probably did not do so. The bearings are reported in degrees and fractions to the nearest quarter-degree rather than degrees and minutes as in case of a transit survey. The distances are reported in rods to the nearest tenth (a tenth of a rod being approximately 1.7 feet) but it is probable that there was little attempt to accurately measure the distances in tenth-rods in all instances because many of the distances are reported in rods without tenths, a coincidence which taxes credulity.

In short, this survey did not purport to be as accurate as a modern transit survey which would measure the angles to the nearest minute and the distances to the nearest tenth-foot, although the surveyor did attempt to compute the acre to the nearest tenth-acre. Of course, a survey which is subject to such margins of error may be perfectly satisfactory to all parties concerned because land values sometimes do not justify the much higher cost of a modern transit survey over rough terrain involving careful allowance for instrument variance and chain measurement to the nearest tenth-foot and with the attendant problems of more careful levelling of the chain itself.

In 1937 the complainant, having cause to believe that the former survey was inaccurate, employed Mr. Good, another surveyor, who made a modern transit survey which disclosed that the tract contained only 600.17 acres, a figure very close to the acreage contemplated by the parties in their contract, and instituted this suit in equity to recover an amount equal to the deficiency of acreage of $90.00 per acre.

The evidence consisted of the two surveys, Good’s testimony (Bond not being available to testify because he had since died) and the testimony of two witnesses familiar with the boundaries. Although in some instances there was doubt as to whether identical corners were used, Good demonstrated several inaccuracies in bearings and distances of the Bond survey; but the most glaring defect was that the Bond survey could not be made to close by some 80 feet.

[400]*400There was no evidence to the effect that the Good Survey was inaccurate. The testimony in behaif of the defendant tended to show that the center of an abandoned road forming one of the boundaries was not located by Good in the same places as by the Bond survey but the witnesses said that the line established by Bond was inside the line that was established by Good who followed a fence which had been erected subsequent to the Bond survey. Obviously the Good survey would' thus include more land that the Bond survey.

The evidence leads inevitably to the conclusion that the Good survey is much more nearly accurate than the Bond survey. It was obviously so intended because its bearings were ascertained by transit rather than compass and its distances to a much higher tolerance. It was probably a much costlier undertaking. But, of course, it is not perfectly accurate. As was said in the argument by Mr. Johnson, Counsel in the case of Weaver v. Carter, 37 Va. (10 Leigh) 37, 46 (1839): "Did any one ever believe that a survey, however carefully made, does or can ascertain the true quantity of the land?" This was in 1839, but even with the modern methods of today a perfectly accurate transit survey is an utter impossibility, because no matter how carefully allowance is made for variations in the surveying instrument itself it is not designed for perfection nor are the human hands which manipulate it impervious to error. Even if we ignore human error, no matter how carefully distances are chained and checked absolute accuracy cannot be achieved because the chain cannot be held absolutely level and allowances for deviations in metal chains because of change of temperature cannot be free from all error. Nor can the mathematical adjustments made by computation of latitude, and departure, with the forced closing of the boundaries of the survey eliminate all error. However, small margins of error such as these are inconsequential. It is common knowledge that a carefully conducted transit survey of a tract of comparatively level land of 600 acres should be within one, or, at most, two acres of perfect accuracy. A compass survey such as was made by Bond would entail a much greater margin of error, but it should not be as large as eleven acres in six hundred.

[401]*401We have labored the discussion of the relative accuracy of surveys because this is a suit in equity to recover a sum certain in money paid under mistake of fact. In many jurisdictions the similar cases involve actions at law for money had and received, but in Virginia the suit in equity has been stamped with approval though purely for a money judgment and though adequate remedy at law might exist, possibly because a court of law might find difficulty in dealing with a claim which can never be determined with absolute certainty. Although the point does not seem to have been raised in any of the cases (153 A.L.R. 29) it would seem that the plaintiff in indebitatus assumpsit could never prove a liquidated amount to the last penny, or even dollar, because his surveyor would be forced to admit that the survey involved some margin of error. The legal requirements of the certainty of liquidated claims might be the very reason that Virginia has approved the countenance of such controversies in any court of equity, where, unhampered by the legal requirements of certainty, the chancellor can do "substantial" justice between the parties, even though it is recognized that he can never be certain that he is not awarding too much or too little to the aggrieved party.

However, the chancellor must certainly keep in mind that the effect of his decision, though probably "substantially" just, may unjustly enrich one and impoverish the other of the parties to some extent. In this case, assuming the complainant should prevail the court may award him as much as $90.00 or perhaps $180.00 too much or too little, assuming that the Good survey is accurate to the degree ordinarily expected.

The real problem to be solved is the construction of the contract between the parties.

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13 Va. Cir. 398, 1959 Va. Cir. LEXIS 7, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ballinger-v-price-vacc-1959.