Raimer v. Stout

14 V.I. 568, 1978 WL 444370, 1978 V.I. LEXIS 21
CourtSupreme Court of The Virgin Islands
DecidedApril 27, 1978
DocketCivil No. 270/1977
StatusPublished

This text of 14 V.I. 568 (Raimer v. Stout) is published on Counsel Stack Legal Research, covering Supreme Court of The Virgin Islands primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Raimer v. Stout, 14 V.I. 568, 1978 WL 444370, 1978 V.I. LEXIS 21 (virginislands 1978).

Opinion

FEUERZEIG, Judge

MEMORANDUM OPINION

This is an action for breach of a construction contract. The plaintiff-owner alleges that the defendant-builder breached his warranty to perform in a good and workmanlike manner and that shortly after completion of the structure large cracks appeared in the walls. As a result, the plaintiff seeks damages for the repair of the structure and for the loss of rental income.

I.

A.

Plaintiff, Louis Raimer (hereinafter referred to as Mr. Raimer, plaintiff, or owner) and defendant, Garfield Stout (hereinafter referred to as Mr. Stout, defendant, or builder) entered into a written contract on June 13, 1972, for the construction of a two-story residence on Parcel 5-E Estate St. Joseph & Rosendahl, St. Thomas. The price was $9,600, which has been paid in full by the plaintiff.

Plans for the work indicate that they were drawn by one E. McClean. There is no indication, and no testimony was adduced, as to who was responsible for the preparation of the plans, nor do the plans indicate the nature of the terrain upon which the structure was to be built. However, there are no allegations that the plans are defective. In the absence of an allegation or any evidence that they are defective, the court must and does assume that the plans were drawn mindful of the terrain upon which the structure was to sit and that the plans are not defective in that regard.

[573]*573The testimony adduced at trial was often incomplete and confusing. Many of the essential facts, however, are not in dispute. To appreciate the facts that will be developed herein, it is necessary to keep in mind the following pertinent contract provisions. On page one the following appears:

NOTE: All footings to rest on undisturbed soil.

On page two there is a general warranty clause:

The Contractor guarantees that any materials supplied and that the quality of the labor performed by him will comply with local building codes, laws, rules, and/or regulations and further agrees that the materials to be furnished by him will be sufficient to complete the work designated herein, and that all labor and services shall be completed in a good workmanlike manner.

Finally, on page three there is the following provision:

The Contractor agrees that there shall be no charge whatsoever for any extra work performed and/or materials supplied him/ it, unless such extra work and/or materials supplied is specifically ordered in writing by the Owner.

Also of significance, and of equal importance, is Title 29 V.I.C. § 303(a), which provides in pertinent part:

Foundation walls or other permanent supports shall rest on solid ground or on piles when solid earth or rock is not found.

Further, under 29 V.I.R.&R. § 312 (b-6):

Every building and structure shall be of sufficient strength to support the imposed live, dead and wind loads, the lateral forces caused by earthquakes, and the impact loads, if any, without exceeding in any of its structural elements the stresses prescribed in this Code.

Clearly the contract and Virgin Islands law required the home to be built on solid ground or undisturbed soil. The defendant conceded this and admitted that excavation [574]*574and other work preliminary to and including construction of a solid foundation were his sole responsibility. He was to test the soil for firmness, dig a trench for the foundation, perform the actual excavation, and pay the cost. This he did. Neither by statute, nor by contract, nor by direction of Mr. Rainier was the builder told how deep to dig the trench or how much land to excavate to find solid soil. This was left to the builder’s sole discretion, it being within the realm of his exclusive expertise.

The defendant testified that he began construction of the foundation on soil he characterized as “medium,” that is, soil that was neither “hard” nor “soft.” He further said that in some areas of the property the soil was harder than in others, and that because of this variation in soil condition he had to dig to a depth of 16 inches in certain areas and 24 inches in others. He explained that the difference in strength at different points of the foundation was the result of differences in the soil and that the soil’s strength varies according to the slope of the land. The defendant maintained, however, that the soil was firm before he started pouring concrete. In his opinion the present defective condition is caused by the undermining of the foundation due to the constant moisture of the ground brought about by rainfall. He said that one day, while the house was under construction but two or three months before its completion, it began to rain and that the water came “pouring down and it went right into the foundation that was cut and it started to circle backward around the house.” Later inspection revealed that a culvert above the property that cut across the main road caused the water to be thrown onto the plaintiff’s property. Mr. Stout testified that he had informed Mr. Raimer of this condition later that same afternoon and told him that he would have to build a retaining wall or there would be future unspecified [575]*575“detriment” to the building.1 On approximately three additional occasions, according to the defendant, he repeated this advice to the plaintiff that he, Mr. Raimer, should build some kind of protection for the structure because water, could undermine the building. Several of the defendant’s workmen testified to being present at each of these conversations during which the defendant said in effect that it “would be wise” to erect a retaining wall. At no time, however, did Mr. Stout take any corrective action, nor did he insist that Mr. Raimer remedy the situation before proceeding with construction. Instead, Mr. Stout went ahead and completed the house. At trial Mr. Stout said that if the wall had been built the plaintiff’s chances of avoiding trouble “definitely” would have been improved.

At the pretrial conference it was stipulated that construction was completed on January 19, 1974. At trial the plaintiff testified that it was completed “near the end of 1973,” while the defendant testified it was in the middle of 1973. Although not of critical importance, the court credits the testimony of the plaintiff and finds as a fact that the structure was completed near the end of 1973. In any event, before the defendant’s departure from the site, the plaintiff noticed that the ceiling had developed ridges and questioned Mr. Stout about this. According to the plaintiff, Mr. Stout reassured him by explaining that it was “the plywood.” Months later it was brought to Mr. Raimer’s attention that the floor had developed ridges and bumps all over it as well. Sometime during 1974, cracks began to appear in the walls of the structure, some of which grew to half an inch or an inch in size, large enough to see through and for rodents to crawl in and out.

[576]*576It should be added that at the request of the parties the court personally inspected the building and the premises. Observation disclosed that the property is located on steep terrain several hundred feet north of the road leading to Magens Bay. Inspection also confirmed that heavy rain would produce considerable runoff.

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Cite This Page — Counsel Stack

Bluebook (online)
14 V.I. 568, 1978 WL 444370, 1978 V.I. LEXIS 21, Counsel Stack Legal Research, https://law.counselstack.com/opinion/raimer-v-stout-virginislands-1978.