Village of Wells v. Layne-Minnesota Co.

60 N.W.2d 621, 240 Minn. 132, 1953 Minn. LEXIS 683
CourtSupreme Court of Minnesota
DecidedJuly 31, 1953
Docket35,876, 36,071
StatusPublished
Cited by16 cases

This text of 60 N.W.2d 621 (Village of Wells v. Layne-Minnesota Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Village of Wells v. Layne-Minnesota Co., 60 N.W.2d 621, 240 Minn. 132, 1953 Minn. LEXIS 683 (Mich. 1953).

Opinion

Dell, Chief Justice.

The matter before us is a consolidation of two appeals arising out of an action for rescission of a contract and recovery of the consideration paid under it. Plaintiff Village of Wells, Minnesota, hereinafter referred to as the village, engaged defendant LayneMinnesota Company, hereinafter referred to as Layne, to construct a municipal well. The defendant New York Casualty Company, hereinafter referred to as the surety, executed the performance bond to the village as surety for Layne. Upon completion of the well the village paid Layne $15,231, the contract price of the well. Thereafter the village commenced action against Layne and the surety to rescind the contract and to recover the $15,231 which it had paid, basing its right to rescission upon breach of contract. The action was tried by the court and resulted in findings and the entry of judgment rescinding the contract and awarding the village the sum of $18,069.74 against both Layne and the surety. This sum *134 represents the total amount paid under the contract by the village together with interest and costs.

Both Layne and the surety appealed from the judgment. Thereafter the surety moved the trial court for a reduction mmo pro tunc of the judgment entered against it to $8,820 plus interest on that sum and costs, claiming that that sum was the maximum amount for which it was liable, if at all, under its performance bond. The court dismissed the motion for lack of jurisdiction, the jurisdiction of the action having been previously vested in this court through the appeal from the judgment. Upon motion to this court the action was remanded to the lower court to enable the surety to renew its motion in that court for a reduction in the amount of the judgment rendered against it. The order of this court remanding the action provided that, should any party aggrieved by the order of the trial court upon the motion to be made by the surety appeal therefrom, such appeal should be consolidated with and heard upon the appeal from the judgment. Upon renewal of the motion by the surety, it was denied, and the surety appealed from the order.

The appeal from the judgment, when simplified, presents this question: Under the facts disclosed by the record was this a proper case for rescission? The appeal from the order denying a reduction in the judgment rendered against the surety presents this question: Was the trial court authorized to enter an order nunc pro tunc for the reduction of the judgment, and if the court was so authorized, did the surety establish, on the merits, its right to such relief?

In September 1918, Layne entered into a written contract with the village wherein Layne agreed to construct a municipal well capable of producing a minimum of 500 gallons of water per minute. The pertinent provisions of the contract 2 and specifications 3 are in the footnotes.

*135 The contract and specifications anticipated a well approximately 350 feet deep. However, pumping tests were conducted when the well was completed to that depth and, while they indicated that the well would meet the minimum gallons of water per minute, they disclosed that it would not produce sand-free water. The village, through its engineer and pursuant to a clause in the contract, ordered drilling operations to continue. Ultimately the well was completed at a depth of 670 feet. A second pumping test was then run using Layne’s test pump at a setting of 230 feet. The village was satisfied with the second test. Neither the village nor its engineer expressed any dissatisfaction with the construction of the well or its capacity. Layne rendered a statement to the village for the full contract price of the well of $15,231, which price was determined on a unit basis, and it was paid.

After the well was completed and paid for, the village, pursuant to bids, purchased a Fairbanks-Morse turbine pump. Keith Brown, a private contractor, was engaged by the Fairbanks-Morse Company to install the pump. He experienced little difficulty in lowering the pump to a depth of 200 feet, and at that level the pump was able to continuously produce 300 gallons of water per minute. Brown was instructed by the village engineer to lower the setting to the 250-foot level in an effort to increase the output. When Brown attempted to make this setting, he encountered difficulty at about the 210-foot level. He decided, after trying to “shake it in,” that the pump would go no lower. He then shortened the shaft and made a setting at the 230-foot level. At that level the pump *136 produced “Not quite 400. About 375 or 380 gallons” per minute. He then pulled the pump and ran plumb-bob tests in an effort to ascertain the difficulty. A similar test was also conducted by Reynold Hagglund, an engineer employed by the village. The village contends that these tests established that the well was neither plumb nor in proper alignment and demonstrate the reason that the pump’s column and shaft could not be inserted below the 240-foot level.

Correspondence followed between the engineer for the village and Layne concerning the difficulty encountered by Brown in attempting to set the pump. Layne then conducted a plumbness and alignment test, which consisted of lowering a 40-foot length of 7-inch pipe with four 9%-inch couplings and with a standard 8-inch by 4-inch “swage nipple” to the bottom of the well. Layne contended that this test established that the well complied with the contract and specifications. The village then brought this action in rescission and to recover the $15,231 which it had paid.

It is the claim of the village that the well fails so utterly to comply with the contract and specifications that rescission is a proper remedy. The static water level is 137 feet below the surface. Therefore, to comply with the specifications it must be possible to freely insert the bowls of the pump in the well to a depth of 403 feet. The village asserts that no installation can be effected below the 240-foot level because the well is crooked and malaligned. Layne maintains that this is not true and that the well meets the contract and specifications. While it concedes that the well is not perfectly straight and plumb, it contends that the specifications only require that it be sufficiently straight, round, and plumb for the bowls of the turbine pump to be freely inserted with its shaft straight and vertical to such a depth as would cause the highest bowls to be submerged even though the well were pumped at a rate that would cause a 50 percent drawdown of the depth of water in the completed well. Layne introduced opinion evidence of experts in the field of well drilling that it is not possible to drill a perfectly straight, round, and plumb well with drilling equipment currently *137 in use.

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Bluebook (online)
60 N.W.2d 621, 240 Minn. 132, 1953 Minn. LEXIS 683, Counsel Stack Legal Research, https://law.counselstack.com/opinion/village-of-wells-v-layne-minnesota-co-minn-1953.