Ball v. Friese Construction Co.

348 S.W.3d 172, 2011 Mo. App. LEXIS 1215, 2011 WL 4368540
CourtMissouri Court of Appeals
DecidedSeptember 20, 2011
DocketED 95984
StatusPublished
Cited by8 cases

This text of 348 S.W.3d 172 (Ball v. Friese Construction Co.) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ball v. Friese Construction Co., 348 S.W.3d 172, 2011 Mo. App. LEXIS 1215, 2011 WL 4368540 (Mo. Ct. App. 2011).

Opinion

SHERRI B. SULLIVAN, J.

Introduction

Timothy Ball (Appellant) appeals from the circuit court’s entry of summary judgment in favor of Friese Construction Co. (Respondent) on Appellant’s petition seeking damages for breach of the implied warranty of habitability, fraud and violations of the Missouri Merchandising Practices Act. The circuit court found that Appellant’s claims were barred by the statute of limitations. We affirm.

Factual and Procedural Background

On June 26, 2000, Appellant and Respondent entered into a contract for the construction of a single-family home located in St. Charles County. Respondent was the general contractor for the construction of the home. The sale of the home closed on March 29, 2001.

In December 2001, Appellant complained to Respondent that there were cracks in the basement floor. On December 13, 2001, SCI Engineering, Inc., hired by Respondent, issued a report of their observations and recommendations with regard to Appellant’s complaints. The SCI report indicates previous excavation for the foundation revealed the presence of highly plastic soils, which SCI understood had been removed to a depth of three feet below subgrade in accordance with their recommendation. The SCI report stated it believed two possible causes for the cracking in the floor. SCI believed it was most likely that the home’s footings had settled, and recommended that a structural engineer be consulted to determine whether the footings were properly designed to account for the load of the structure. The SCI report also stated that the building movement could be the result of heaving of the soil underlying the basement floor slab from water ponding beneath the slab due to the subgrade soils not being properly sloped to drain. SCI suggested that core holes could be drilled through the floor slab to determine the depth of clean rock and whether water was present within the clean rock backfill. On January 7, 2002, Respondent suggested that Appellant contact a structural engineer to determine whether the footings were sized properly.

On September 3, 2002, Appellant provided Respondent with a copy of a report from Strain Engineering stating that (1) physical evidence points to slab movement and no other movement of the structural elements; (2) the slab movement may be caused by “some type of water event that overfilled the voids in the rock and caused hard heaving of the slab by buoyancy”; (3) there was a funnel at the rear foundation *175 wall where the soil was depressed and water had been running down and standing in this depression, a condition for which Strain recommended immediate repair as the condition would place water into the fill beneath the basement floor slab and may be related to the damage seen; and (4) Strain recommended several actions aimed at moving water away from the foundation.

In December 2005, Appellant sent Respondent correspondence detailing issues he was having with the home, including problems with the basement slab, chimney structure, drywall tape, and doors which Appellant alleged were consistent with shifting in the home’s foundation. In April 2006, Appellant sent Respondent another letter complaining that Respondent had failed to cure defects in the home, and that repairs were necessary to the basement slab, cracked wallboards, joints in shifted wall surfaces, and doorways and door jambs “that have been a persistent problem since we took possession of the property.” In May 2006, Respondent responded to Appellant’s complaints by letter in which it set forth the repairs it had previously made, denied the existence of structural defects in the home, and stated the belief that movement of the basement slab was related to water under the slab as a result of poor drainage due to Appellant’s failure to properly maintain the storm water drains.

On December 13, 2009, GeoTest, Inc. sent Plaintiff a report stating the house was resting on highly plastic clay soils, which can swell with moisture and cause heaving of the floor slab and foundation. The report indicated that water had become trapped below the basement area due to inconsistent and insufficient slope of the basement excavation to the drainage system. The report recommended improving the finish grade to reduce surface water infiltration, and ensuring that downspout and sump pump discharge have an adequate slope away from the house. GeoTest’s report indicated that the exteri- or walls were relatively stable but that the interior columns and floor slab had heaved.

On May 28, 2010, Appellant filed a lawsuit against Respondent alleging a breach of the implied warranty of habitability, fraud and violations of the Missouri Merchandising Practices Act. On July 18, 2010, Respondent filed a Motion for Summary Judgment with exhibits and affidavits contending Appellant’s claims were barred by the statute of limitations because Appellant’s claims and damages were capable of ascertainment in 2002. On November 10, 2010, the circuit court entered its Order and Judgment granting Respondent’s Motion for Summary Judgment, finding that Appellant’s damages were capable of ascertainment for purposes of application of the five-year statute of limitations well before 2005. This appeal follows.

Points Relied On

In his first point on appeal, Appellant argues the circuit court erred in granting summary judgment in favor of Respondent because Section 561.100 1 provides for a tolling of the statute of limitations when the damages resulting from a wrong are not capable of ascertainment, in that Appellant’s damages were the result of Respondent’s failure to properly remove and/or compact highly plastic soil underneath Appellant’s basement slab and thus the damages were not capable of ascertainment as per the statute until 2009.

In his second point on appeal, Appellant argues the circuit court erred in granting summary judgment in favor of Respondent *176 because Section 561.100 provides for a tolling of the statute of limitations when multiple items of damage are suffered until the last item of damage is suffered, in that Appellant’s case involves a series of separate items of damage that have been sustained over the years. Appellant contends that new items of damage are being sustained and are certain to continue if the Respondent’s workmanship is not corrected.

Standard, of Review

We review the circuit court’s grant of summary judgment essentially de novo. ITT Comm. Fin. Corp. v. Mid-Am. Marine Supply Corp., 854 S.W.2d 371, 376 (Mo. banc 1993). Whether to grant summary judgment is purely an issue of law. Ashford Condo., Inc. v. Horner & Shifrin, Inc., 328 S.W.3d 714, 717 (Mo.App. E.D. 2010). We will uphold summary judgment on appeal only where there is no genuine issue of material fact and the movant is entitled to judgment as a matter of law. ITT Comm. Fin. Corp., 854 S.W.2d at 376; Rule 74.04(c). 2 The record is viewed in the light most favorable to the party against whom judgment was entered.

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Cite This Page — Counsel Stack

Bluebook (online)
348 S.W.3d 172, 2011 Mo. App. LEXIS 1215, 2011 WL 4368540, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ball-v-friese-construction-co-moctapp-2011.