Harris v. Preston-Whitney Irr. Co.

• Court: Idaho Supreme Court
• Writing for the Court: McQUADE; SMITH
• Citation: Harris v. Preston-Whitney Irr. Co., 443 P.2d 482, 92 Idaho 398 (Idaho 1968)
• Decision Date: 02 July 1968
• Docket Number: PRESTON-WHITNEY,No. 10100,10100
• Parties: Wm. M. HARRIS and Virginia M. Harris, husband and wife, Plaintiffs-Respondents, v.IRRIGATION COMPANY, a corporation, Defendant-Appellant.

Page 482

443 P.2d 482

92 Idaho 398

Wm. M. HARRIS and Virginia M. Harris, husband and wife, Plaintiffs-Respondents, v. PRESTON-WHITNEY IRRIGATION COMPANY, a corporation, Defendant-Appellant.

No. 10100.

Supreme Court of Idaho.

July 2, 1968.

Gee, Hargraves & Armstrong, Pocatello, for appellant.

Merrill & Merrill, Pocatello, for respondents.

McQUADE, Justice.

Owners of a home adjacent to an irrigation canal brought this action against the canal's owner, an irrigation company, for damages allegedly caused by negligence in permitting water to flow into the basement of their home. The court found 'water flowing in the basement was the result of increased flow in the canal and seepage through the banks into the basement,' and attributed the situation to the 'fault of' the canal owner. The court awarded damages and granted an injunction against maintaining the canal 'so as to further flood Plaintiff's basement.' Appeal from that judgment. We find no error in the court's award of damages and so affirm that part of the judgment. The injunction order, however, is too broad and as such is an abuse of discretion; it must be dissolved.

The following facts appear from the record. Respondents' home near Preston, Idaho, has a westerly boundary running immediately beside appellant's levee type (raised) irrigation canal. The canal was constructed in 1882 and in 1939 or 1940 had its last major overhaul. Respondents' home was substantially remodeled in 1955; a garage and new rooms were added and a basement made of concrete was built under the new parts of the home. The new basement rooms were a large bedroom, a den, a furance room and a fruit room. The fruit room was the most westerly of the new basement rooms and its westerly wall (concrete) was common with the old house's underground portion that now is used as a root or potato cellar. This small cellar, about six by eight feet, had three dirt walls (the fourth was its easterly wall common with the fruit room) and a dirt floor. This root cellar was the underground part of the home that was closest to appellant's canal.

During several days begining in late July or early August of the years 1962 to and including 1965, the court found, 'water began flowing into the Harris (respondents') basement from the west side of the house through the root cellar into the fruit room and into the rest of the basement as well as coming up through the cracks in the floor of the basement.' Respondents themselves and several other witnesses testified the water kept coming in as they bailed it out. Its general level was from six to fourteen inches. In 1964 the besement water level was considerably lower than in 1962 and 1963; in 1965 it was lower still. (Trial began March 14, 1966).

At no time since respondents had remodeled their home in 1955, the court found, was the canal structure chained (dredged and sediment collected) or its banks compacted ('sealing the ditch') in the area adjacent to respondents' boundary line, though these processes were used often in other parts of the canal. This neglect was because the garage did not leave sufficient maneuvering space for the customary operations. Apparently appellant did treat the canal with chemicals to destroy moss and other plants, but this treatment was applied uniformly throughout the canal, and so was applied in addition to chaining and compacting, not as a substitute.

In 1960, appellant built a dam (Foster Dam) and partially filled the resulting reservoir. By 1962 the reservoir was completely filled and more water than in previous years would run down the canal in the latter part of the season. So appellant's secretary testified, and the court so found. ¹

About a quarater mile downstream (southerly) from respondents' property, a check gate was in use until 1964 (from about 1950) to back-up water and assist diversion. During the late summer basement floodings of 1962 and 1963, the court found on undisputed testimony of several witnesses for respondents, the basement water would recede when the gates were removed.

In 1964 and 1965, coincidentally with the decreasing water level in respondents' basement, appellant did not use the check gate but instead used pumps. After this substitution, the canal water was kept at a lower level in the vicinity of respondents' property.

Each of several witnesses for respondents testified he had observed water seeping or oozing out of the canal's banks near respondents' home. Respondents dug a trench in their basement along the westerly edge of the fruit room and themselves observed water entering it, flowing from the west.

On appellant's case, a United States Bureau of Reclamation engineer testified the water table had been constantly rising (through 1965) in the area near respondents' home. In response to a hypothetical question which described the terrain surrounding respondents' property, the engineer testified there were four possible sources for the basement water and the most likely was deep percolation from nearby irrigation. However on cross examination he said he did not know how much irrigation water had been applied in the neighborhood at pertinent times. He also stated that if direct seepage from the canal's banks had been observed, such seepage could have only been canal water.

To further isolate the source of water flowing into respondents' basement, the court made the following findings. The general surface drainage of respondents' home and in the general area flows northeast to southwest. Because higher lands are located northeasterly of respondents' property, the sub-surface water also flows northeast to soughwest. Therefore, it would be unnatural for drainage water to flow from west to east into respondents' basement.

However, the reclamation engineer testified surface or sub-surface drainage naturally flowing northeast to southwest would tend to go around the concrete walls of respondents' basement's northerly and easterly exteriors and flow into the basement through the dirt-walled root cellar, giving an appearance of a westerly-easterly flow.

As damages, respondents asked for and the court awarded $1,200.00. Respondents presented evidence which would support a finding of at least...