Bowen & Bowen, Inc. v. McCoy-Gibbons, Inc.

363 S.E.2d 827, 185 Ga. App. 298, 1987 Ga. App. LEXIS 2484
CourtCourt of Appeals of Georgia
DecidedDecember 2, 1987
Docket74555
StatusPublished
Cited by13 cases

This text of 363 S.E.2d 827 (Bowen & Bowen, Inc. v. McCoy-Gibbons, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals of Georgia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bowen & Bowen, Inc. v. McCoy-Gibbons, Inc., 363 S.E.2d 827, 185 Ga. App. 298, 1987 Ga. App. LEXIS 2484 (Ga. Ct. App. 1987).

Opinion

Beasley, Judge.

Plaintiff Bowen & Bowen, Inc., (“Bowen”) a house contractor, appeals the grant of summary judgment to McCoy-Gibbons, Inc., which firm tests soils and construction materials, and the denial of plaintiff’s motion to add McCoy individually as a defendant in this suit arising from soil testing on a residential site.

At the oral request of the contractor, the soils engineer made soil borings on January 16, 1981, to determine the consistency of the in-place fill soils within the proposed building area on a lot on which the contractor wanted to construct a house. The soils engineer issued a report to the contractor on the same date, stating that the fill soils penetrated by the borings indicated very loose material to a depth of approximately four feet and that these soils were not adequately compacted for the support of the proposed foundation. The report suggested ways to remedy the situation, namely, that the loose soils within the proposed building area be removed to the depth of firm bearing soils and replaced with suitable well-compacted fill soil placed *299 in thin layers, that a degree of compaction corresponding to at least ninety-five percent of the “standard Proctor maximum dry density” be attained, that an “[i]n place density test” be performed to insure that the specified degree of compaction was achieved, and that “a maximum of 2000 P.S.F. be used in the foundation design.”

The soils engineer returned to the site on May 14 at the oral request of the contractor to perform further tests on the soil. It was his opinion that the tested soils in the general fill area then met the minimum of ninety-five percent compaction.

Thereafter, the contractor built the house, substantially completing it in September 1981 and selling it on October 12. The contractor claimed that prior to closing large cracks began to develop in the exterior brick veneer and in the poured concrete foundation walls in the basement, that it repaired the cracks in the veneer on at least two occasions but each time the cracks widened and reappeared, and that in April 1982, it contacted the soils engineer and requested him to come to the site and view the problems, which he did. His opinion was that the problem had been caused at least in part by the failure of certain retaining walls due to hydrostatic pressure and their inadequate design. He supported this by pointing out that the walls had fallen after prolonged and heavy rains in late January and early February of 1982 and were reconstructed by the contractor. The firm submitted a report for a proposal which itemized the work deemed necessary to stabilize the foundation and the projected costs.

The contractor filed a three-count suit against the soils engineering firm in October 1985, alleging that it breached express warranties created by representations made in its May 14, 1981, report with respect to acceptable percentage of compaction of the soils at the site and in failing to conduct the soil testing and analysis in conformity with acceptable standards of the soils engineering profession generally; that it was negligent and failed to exercise that degree of care, skill, and diligence exercised by the engineering profession generally under similar conditions and like surrounding circumstances and in failing to conduct the engineering tests according to the acceptable standard prevailing in the engineering profession; and that it was negligent in failing to perform the engineering test and report in a workmanlike manner, all of which negligence was the proximate cause of the suffered damages, both direct and consequential.

Another count was added to the complaint in March 1986, alleging that McCoy had fraudulently represented himself as a licensed soils engineer and led the contractor to believe that he was qualified to conduct the necessary soils test and that McCoy warranted that the test would comply with the minimum accepted standards in the soils engineering profession. Plaintiff contractor claimed that on February 14, 1986, it learned for the first time that McCoy “is not a soils *300 engineer and furthermore that he holds no engineering degrees whatsoever,” and that because it relied to its detriment on wilful misrepresentations that McCoy was a competent soils engineer, it was required to retain the services of another soils engineering firm to analyze and correct the problem at a cost of over $22,000.

In September plaintiff contractor moved to add McCoy individually as a co-defendant based upon the alleged fraud, asking that the corporate defendant be disregarded as a “mere alter ego or business conduit” of McCoy.

The defendant soils engineering firm moved for summary judgment on the whole claim, which was denied. It thereafter made a second motion for summary judgment, on the ground that the complaint was barred by the four-year statute of limitation in OCGA § 9-3-25 and was not tolled. This motion was granted, and the contractor’s motion to add McCoy was denied.

1. The first enumeration of error is that the court failed to find that “the” right of action accrued on April 12, 1982, within four years of the filing of the action under OCGA § 9-3-30. April 12, 1982, is the date of a letter by another soils engineering firm which letter plaintiff claims “pointed out that the report submitted by McCoy-Gibbons dated May 4, 1981, showed on its face that the standard procedure existing in the soils engineering profession was not followed,” and that this letter marked its first discovery that the damage was causally connected to the failure of McCoy-Gibbons to properly conduct its soils engineering and testing.

a). As to the right to bring the contract claim when it did, appellee soils engineering firm and the trial court are correct. The contractor alleged that the firm breached express warranties created by representations made in its second report and in failing to perform within acceptable professional standards. There was no written contract. The limitation for bringing an action for breach of an oral contract is four years after the right of action accrues. OCGA § 9-3-25. It accrues on the date or dates of any breaches of duty imposed by the oral contracts of employment. See, e.g., McClain v. Johnson, 160 Ga. App. 548 (288 SE2d 9) (1981), which addresses the question in the context of breach of duty imposed by the attorney-client contract of employment.

The contract dates here were January 16 and May 14, 1981, which were also the dates of performance. Therefore the contractor’s cause of action for breach of any warranties had expired by the time it filed suit on October 28, 1985.

The contractor’s argument that the running of the statute of limitation was tolled under OCGA § 9-3-96 by the alleged fraud of the soils engineering firm fails. The reason is that “[t]he fraud required to toll the statute of limitation under this code section must be of that *301

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Bluebook (online)
363 S.E.2d 827, 185 Ga. App. 298, 1987 Ga. App. LEXIS 2484, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bowen-bowen-inc-v-mccoy-gibbons-inc-gactapp-1987.