Nida v. State Farm Fire & Cas. Co.

454 So. 2d 328, 1984 La. App. LEXIS 9265
CourtLouisiana Court of Appeal
DecidedJuly 17, 1984
Docket83-765
StatusPublished
Cited by30 cases

This text of 454 So. 2d 328 (Nida v. State Farm Fire & Cas. Co.) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nida v. State Farm Fire & Cas. Co., 454 So. 2d 328, 1984 La. App. LEXIS 9265 (La. Ct. App. 1984).

Opinion

454 So.2d 328 (1984)

Robert G. NIDA, Plaintiff-Appellant,
v.
STATE FARM FIRE & CASUALTY COMPANY, Defendant-Appellee.

No. 83-765.

Court of Appeal of Louisiana, Third Circuit.

July 17, 1984.
Writ Denied October 26, 1984.

*329 Robert G. Nida, pro se.

Dee D. Drell of Gold, Little, Simon, Wiems & Bruser, Alexandria, for plaintiff-appellant.

Gist, Methvin, Hughes & Munsterman, DeWitt T. Methvin, Jr., Alexandria, for defendant-appellee.

Before CUTRER, DOUCET and YELVERTON, JJ.

DOUCET, Judge.

The issue presented in this appeal is whether plaintiff's insurance covered damage to his home caused by the condition of the soil beneath the foundation where the policy issued by defendant insurance company insured against loss caused by "collapse" but excluded losses resulting directly or indirectly from "earth movement". From an adverse judgment, plaintiff appeals.

The trial judge assigned written reasons for judgment which we incorporate hereinbelow:

"This is a suit for benefits under a homeowner's insurance policy. The plaintiff, Robert G. Nida, is the owner of the home in question. The defendant, State Farm Fire and Casualty Company, is the homeowner's insurer. The stipulated facts show that the concrete slab foundation of plaintiff's home cracked due to movement up and down of the earth underneath. The earth movement was caused by the shrinkage during dry weather and the expansion during wet weather of the "Moreland Clay" soil on which the house was built. Plaintiff contends the damage to his home, which consists of the cracked foundation, cracking of exterior and interior walls, doors sticking, wallpaper buckling, etc. are covered by his policy. The defendant contends the damages sustained are excluded by the provisions of the policy.

"There is no dispute as to the facts. They were stipulated, including the fact that the costs to repair the damages to plaintiff's home is $16,500.00. The issue is whether the loss is covered under the policy, and if so, whether State Farm's refusal to pay was arbitrary, capricious or without probable cause so as to entitle plaintiff to penalties and attorney's fees.

"The facts show that the home was built in the city of Alexandria in 1972. Nida purchased the home in 1979 for a price of $46,500.00. Since Nida's purchase, the home has been insured by defendant under a homeowner's policy.

"On October 19, 1982, plaintiff filed a claim with defendant stating that the concrete slab of the building had cracked and that the unequal settlement of the structure had cracked the exterior and interior walls to such an extent as to materially impair basic structural intregrity (sic) of the building. Plaintiff stated these problems were associated with the fact that the house was built on a highly plastic clay soil which expands and contracts during wet and dry periods, thereby placing great stress on the foundation.

"Following receipt of plaintiff's October 19, 1982 demand, the defendant insurer employed Mr. Philip Beard, a consulting engineer, to determine the extent and the cause of the damage to plaintiff's home. In his report dated November 19, 1982, Mr. Beard states the following:

`SOIL STRUCTURE: According to the U.S. Department of Agriculture, Soil Conservation Service, the soil type under and around residence is probably Moreland. A general location map and list of soil properties of each of the soil types is included herein courtesy of the U.S. Department of Agriculture.
`DISCUSSION: D.1 Soil Mechanics: The type clay under residence as indicated by *330 subsurface investigation is a highly `active' soil. This means that soil is subject to volume changes caused from fluctuations in the natural in-place moisture content. Evaporative loss of soil moisture during dry seasons when average rainfall is low will result in swelling. Alternate shrink/swell conditions, or extreme shrinkage or swelling acting differentially can cause serious problems to a foundation system if the foundation or subgrade is not prepared to inhibit or absorb the resulting movement. Large trees in close proximity to foundation can seriously aggravate and/or accelerate shrinkage under perimeter beams due to transpiration.
`Desiccation shrinkage can occur in active clays or poorly compacted fills from 5 to 10 feet especially under the aggravated action of tree roots. Depending on the soil characteristics, this could result in long term differential settlement of 3 to 6 inches. The best foundation system in active clays either isolates the structure from the soil movement or minimizes the soil moisture loss/gain to an acceptable depth, usually 5 feet or greater.
`D.1.1 All cracking noted herein in exterior walls and interior finishes appears to be the result of differential settlement caused from soil desiccation and shrink/swell under perimeter of foundation.
`CONCLUSION: Cracking and settlement noted herein is the result of active soil shrinkage under the foundation system. The structure can be expected to continue to experience differential settlement from desiccation and/or shrink/swell.
`RECOMMENDATIONS: The north exterior wall of carport has rotated outward due to severe footing rotation. Immediate shoring or underpinning should be performed to preclude a potentially dangerous condition. A sudden severe impact to the subject wall could possibly cause the brick veneer to collapse.'

In his deposition, Mr. Beard explained how the foundation should have been constructed on this type of soil:

`Q. All right. Now, if the soil had been properly prepared at the time of the original construction, what would have been done to avoid this situation at this time?
`A. There are two options that are generally exercised for this type of soil. Option No. 1 requires the actual digging out of at least 4 or 5 feet of the very bad soil and wasting it and then replacing it with a very stable soil that's not subject to shrink-swell. The Option No. 2 requires the beefing up of the foundation. By that, I mean very deep, heavily reinforced exterior concrete beams. It becomes a matter of economics as to which option is generally exercised.'

"The insurance policy at issue provides in pertinent part:

`SECTION I—EXCLUSIONS

We do not cover loss resulting directly or indirectly from: 2. Earth Movement. * *'

"In support of his argument that the above quoted exclusion does not apply in the present case, plaintiff sites (sic) Anderson v. Indiana Lumbermen's Mutual Insurance Company, 127 So.2d 304 (La.App. 2nd Cir.1961), writ denied (sic). In that case the trial court sustained an exception of no cause of action where the plaintiff alleged that the concrete slab foundation of his home cracked as a result of the expansion and contraction during wet and dry periods of the clay soil beneath. The policy excluded `loss caused directly or indirectly by earthquake, or other earth movements except land slides (sic);' The Court of Appeal reversed, applying the doctrine of `ejusdem generis', which states that where general words follow an ennumeration (sic) of specific terms, the general words must be construed as meaning the same general kind or class as those included within the specific terms. Under this rule, the Court of Appeal held that the general term "other earth movements" must be construed as meaning the same general kind or class of occurrances (sic) as the specific term *331

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Bluebook (online)
454 So. 2d 328, 1984 La. App. LEXIS 9265, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nida-v-state-farm-fire-cas-co-lactapp-1984.