Conolley v. Bull

258 Cal. App. 2d 183, 65 Cal. Rptr. 689, 1968 Cal. App. LEXIS 2405
CourtCalifornia Court of Appeal
DecidedJanuary 24, 1968
DocketCiv. 23740
StatusPublished
Cited by25 cases

This text of 258 Cal. App. 2d 183 (Conolley v. Bull) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Conolley v. Bull, 258 Cal. App. 2d 183, 65 Cal. Rptr. 689, 1968 Cal. App. LEXIS 2405 (Cal. Ct. App. 1968).

Opinion

*187 MOLINARI, P. J.

Defendant appeals from a judgment entered after a trial by the court awarding plaintiffs $9,925.46 plus costs 1 in an action for rescission of a land sale contract, praying for damages in the alternative. The award of damages was predicated upon the theories of negligence and strict liability. We have concluded that the judgment is supportable on the former but not on the latter theory.

Defendant makes the following contentions: (1) That witnesses called by plaintiffs were not qualified to testify as expert witnesses; (2) that the court should not have permitted the complaint to be amended to conform to proof in September 1965, more than three years after the occurrence of the damage to plaintiffs' property in 1962, and hence beyond the applicable period of limitations for an action for injury to real property (Code Civ. Proc., § 338, subd. 2); (3) that his motion under Code of Civil Procedure section 631.8 should have been granted because the trial court made findings that indicated insufficient evidence to support the theories of the original complaint; and (4) that the evidence, the findings of fact and conclusions of law are insufficient to support the judgment on any theory.

The Record

Defendant, a real estate speculator dealing mostly in residential property, obtained a building permit to build a home on his lot at 789 Reliez Station Road, Lafayette, Contra Costa County. The lot was on a slope. Brock Purcell Company contracted with defendant to build the house and did all of the excavation, put in the foundation, and did most of the construction. Defendant testified that he was not present when the foundation was put in but he knew that the piers were about 12 feet deep. Defendant did not arrange for any soil tests on the property.

When construction was about to begin in July of 1960, Joseph E. Brooks, the owner of an adjacent lot, went to the construction site and asked defendant if he knew that there was a slide condition in the area. According to Brooks, defendant replied, “Don't worry about it. We are going to take care of all that.’’ Brooks spoke to defendant because a *188 landslide■ had occurred on Brooks’ property in 1958. After speaking to defendant, Brooks wrote him a letter on July 11, 1960, stating that there was a spring located on the property under construction and that “In the event your building on this property creates any problems for me, I will look to you for restitution.” Brooks enclosed a letter written to him in 1958, when the slide on his property occurred, from the Contra Costa County Flood Control & Water Conservation District. This letter stated that a county supervisor had inspected the drainage situation in the vicinity of Brooks’ property, that the underground movement of subsurface water created a spring in the area and caused slides to occur, and that Brooks should engage a commercial soil testing laboratory to recommend a feasible drainage method.

Defendant testified that he knew there had been a slide on property located three to four hundred feet away from 789 Reliez Station Road, but did not remember any conversation with Brooks nor any correspondence with him.

The subject property was listed for sale and sold through Barcelon Realty. Plaintiff Edward S. Conolley, a real estate salesman, bought the property after giving it a brief examination to ascertain its suitability to house his family. He was aware that there was a culvert emptying onto what appeared to be a part of the lot, and he told Barcelon that he was concerned about the culvert and thought maybe there should have been a drain ditch. Accordingly, the agreement of sale was made conditional on Conolley’s subsequent approval of the drainage conditions. However, after reexamining the house and being advised by Barcelon that the foundation was “built like the Rock of Gibraltar,” Conolley deleted this condition from the agreement.

Plaintiffs took possession of the house in October or November of 1961, although the escrow did not close until February 16, 1962. On the night of February 16, 1962, while it was raining, a landslide occurred on plaintiffs’ property. Water got under the house and it looked as if plaintiffs might lose the house. Barcelon helped them dig trenches to divert the water. On February 19, 1962, plaintiffs served a notice of rescission on defendant. 2

Plaintiffs called Hugh M. O’Neil, a registered civil and structural engineer licensed by the State of California, a *189 graduate of Cal-Teeh, who had practiced as a civil and structural engineer and consultant for over 25 years, as an expert witness. O’Neil maintains a soils mechanics department and has published articles on the subject. He made a study of the slide that occurred on plaintiffs’ property and concluded that its primary cause was water moving into the soil and creating an unstable condition. Coincident with the slide, the water supply pipe burst and may have contributed to the slide action. O’Neil found two and one-half feet of fill on the land and stated that such slides are especially likely to happen if there is fill on the land, since its weight disturbs the equilibrium of the soil. His testimony indicated that the foundation of plaintiffs’ house was unusually deep and strong and that the slide was not caused by any defects in construction of the foundation. He also stated that drainage galleries may prevent such slides as occurred here.

O’Neil testified further that he was familiar with the standards for drilling foundations in Contra Costa County and with the practices of contractors and developers in Contra Costa County during the period 1960-1961 and that the foundation piers used at 789 Reliez Station Road were so deep as to indicate to an experienced contractor or developer that an unusual soil condition existed on the property. He also testified that the average developer in Contra Costa County, upon becoming aware of a slide on property in the vicinity of an area he intends to develop, would call in a soil engineer if he were a competent and experienced developer. O’Neil did not know, however, what percentage of developers in Contra Costa County would call in soil engineers under those conditions.

Paul C. Hiatt, a licensed real estate broker and developer familiar with the standards of developers in Contra Costa County, who was called as a witness by plaintiffs, stated that a soil test probably would cost from $75 to $100 for an individual house and that one should be ordered if there is any question at all. He said one should always have a soil test when building on a hill if someone gives you any kind of a warning about it. He further stated that if a developer received the letters sent by Brooks to defendant, and were orally advised that there was a spring and a slide in the.area, he should check with the Flood Control. JDis'trict, hire. an.,engineer, and get a soil test. - He testified'that he had. had.uio personal experience with hillside building'and had" never büilt *190 in central Contra Costa County (where the subject property is located). He had had soil tests on commercial, but not on residential, property.

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Bluebook (online)
258 Cal. App. 2d 183, 65 Cal. Rptr. 689, 1968 Cal. App. LEXIS 2405, Counsel Stack Legal Research, https://law.counselstack.com/opinion/conolley-v-bull-calctapp-1968.