Williams v. Pacific Coast Aggregates, Inc.

276 P.2d 28, 128 Cal. App. 2d 777, 1954 Cal. App. LEXIS 1538
CourtCalifornia Court of Appeal
DecidedNovember 17, 1954
DocketCiv. 16017
StatusPublished
Cited by3 cases

This text of 276 P.2d 28 (Williams v. Pacific Coast Aggregates, Inc.) 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
Williams v. Pacific Coast Aggregates, Inc., 276 P.2d 28, 128 Cal. App. 2d 777, 1954 Cal. App. LEXIS 1538 (Cal. Ct. App. 1954).

Opinion

KAUFMAN, J.

This is an appeal from a judgment denying appellant’s claim for damages and an injunction against defendant and respondent, Pacific Aggregates, Inc. The first cause of action alleged negligence on the part of respondent in carrying on its mining operations proximately resulting in damage to appellant’s crops from overflow waters. The second cause of action alleged a nuisance in that respondent erected and maintained dirt embankments resulting in an accumulation and diversion of water on respondent’s property without providing means for said water to return to its natural course of flow, causing appellant’s crops to be inundated and damaged in the sum of $36,518.84. The third cause of action alleged that the nuisance created by respondent caused irreparable damage to appellant and asked for an injunction directing respondent to provide means for the diverted water to return to its natural course of flow.

Plaintiff and appellant L. S. Williams had leased and was operating a ranch of approximately 170 acres near Center-ville, on which he was raising cauliflower, which on the date here involved was in various stages of growth. Respondent owned a tract of land east and somewhat north of appellant’s ranch, and for the five years prior to January 12, 1952, had been engaged in sand and gravel mining operations thereon. Alameda Creek, a natural watercourse, ran along the eastern boundary of respondent’s land, continued around the northeast corner and along the entire northern boundary thereof in a westerly and northerly course, then along the northern *779 boundary of a tract of land north of appellant’s ranch and west of respondent’s land. This tract was operated as a sand and gravel business by Rhodes Jamieson Company.

At the juncture of the northwest corner of respondent’s land with the southeast corner of the Rhodes Jamieson land and the northeast corner of appellant’s ranch, on the south side of Alameda Creek is a triangular piece of property approximately 500 feet long and 250 feet wide, which was described as a “swale,” or low area which is about 4 to 6 feet lower than the surrounding land.

The lands described above have a contour which slopes from the north and east to the south and west from Alameda Creek across the lands of respondent and appellant, although the northern part of respondent’s lands bordering the creek are lower in elevation than the southern part. On the eastern side of respondent’s property on the west bank of Alameda Creek was an old levee constructed by the Western Pacific Railroad Company. Respondent in its mining operations removed the top soil and placed it on the north side of its property along the south creek bank, creating a levee, and on the east side of its property made similar deposits, extending the Western Pacific levee. A similar embankment was created along respondent’s west boundary, then for a short distance south and east where it tapered off to form a runway for trucks to run on top of the embankment. The remainder of the southern boundary was open.

The Rhodes Jamieson Company also had a levee on its northeastern boundary extending across the mouth of the triangular piece of property described above as a swale. This joined respondent’s embankment on the northwest corner, although it was not as high a levee on respondent’s.

West of appellant’s property is a low area south of Alameda Creek, known as Crandall Slough, which takes flood waters from the general area, and when filled has sometimes spilled water onto the west side of appellant’s property.

The evidence herein showed that in 1911 Alameda Creek had flooded the property now being formed by respondent, and the westerly part of appellant’s property. In November, 1950, there had been a small overflow of the creek on the north side of respondent’s property covering about 30 acres, which subsided and returned to the creek.

On January 12, 1952, between 8 and 10:30 a. m. Alameda Creek overflowed its banks on the east side of respondent’s property breaking through part of the Western Pacific levee *780 and the extension built by respondent, filled the gravel pits, and inundated the entire property sometime between 5 and 7 p. m. of that day. The Rhodes Jamieson levee was also washed out at about 8 a. m. the same day, and the low swale at the northwest corner of respondent’s land was filled with water, and the Rhodes Jamieson property was partly inundated.

The embankments created by respondent formed a catch basin for the flood waters which, at about 4:30 p.m. on January 12, broke out through the embankment on respondent’s western boundary and flowed in a wave across appellant’s banks, completely submerging his crops and washing away soil.

It was stipulated at the trial, and the court found, that all of the waters here involved were flood waters.

The trial court found that the pressure of continued inflowing of water from Alameda Creek caused these overflow waters to leave respondent’s land on the southwest side and flow across appellant’s land, and that it was true that the soil deposited by respondent on its western boundary prevented the flood waters from returning to the creek on the natural contour of the land, and caused them to flow onto appellant’s land.

The court also found that it was not true that a natural watercourse traverses, or ever had traversed, respondent’s property and that the damage was not caused by the obstruction of a natural watercourse. It was further found that even though the banks created by respondent on its north and west boundaries obstructed the natural outlet for surface waters, still the pits created by respondent could hold 1,500 acre feet of water and were more than adequate to accommodate run off of surface waters.

The court found that the proximate cause of the damage to appellant was “the unusually heavy flow of water in Alameda Creek and the break in the levee at the eastern and upstream boundary of defendant’s property which allowed the flood waters to enter defendant’s property, and subsequently to flow upon and across the land of plaintiff.”

The findings further stated that “even though the damage . . . would not have occurred if defendant did not deposit top soil ... on the western and downstream boundary of its property, nevertheless the consequences of the deposit . . . would not reasonably have been foreseen by a person of ordinary prudence and intelligence in the light of all the evidence,” and that it was true that the banks of soil caused *781 the water to accumulate and form a body of water higher in level than the surrounding land, and higher in level than would have existed except for the banks.

It was further found that respondent did not conduct its mining operations in a negligent manner, nor that said mining operations caused any diversion of waters from Alameda Creek, that respondent did not maintain a nuisance on its property by reason of its mining operations.

Appellant contends that the uncontroverted evidence establishes that respondent was negligent when it constructed the soil embankments without providing outlets for a return of the overflow water to the natural channel of the creek.

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Cite This Page — Counsel Stack

Bluebook (online)
276 P.2d 28, 128 Cal. App. 2d 777, 1954 Cal. App. LEXIS 1538, Counsel Stack Legal Research, https://law.counselstack.com/opinion/williams-v-pacific-coast-aggregates-inc-calctapp-1954.