Carlotto, Ltd. v. County of Ventura

47 Cal. App. 3d 931, 121 Cal. Rptr. 171, 1975 Cal. App. LEXIS 1077
CourtCalifornia Court of Appeal
DecidedMay 5, 1975
DocketCiv. 42829
StatusPublished
Cited by3 cases

This text of 47 Cal. App. 3d 931 (Carlotto, Ltd. v. County of Ventura) 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
Carlotto, Ltd. v. County of Ventura, 47 Cal. App. 3d 931, 121 Cal. Rptr. 171, 1975 Cal. App. LEXIS 1077 (Cal. Ct. App. 1975).

Opinion

*933 Opinion

KAUS, P. J.

On January 25, 1969, during an extremely heavy rainstorm, plaintiff Carlotto’s 1 property was inundated by silt when a flood control system overflowed. The system was operated by defendants County of Ventura and the Ventura County Flood Control District. After a court trial, plaintiff obtained a judgment for about 12 percent of its total damage, or $55,000. Plaintiff appealed and defendants cross-appealed; the cross-appeal has been abandoned.

Facts

Most of the basic facts are undisputed.

Plaintiff is a plumbing fixture manufacturer located near the community of Piru in Ventura County. Up the hill from plaintiff’s plant lies the Warring Canyon debris basin. Below the plant is the Santa Clara River. The basin and the river are connected by a flood control channel.

The Warring Canyon debris basin consisted of the following elements. First, there was an earthen dam. Behind the dam a basin wás scooped out. The basin had a water level debris capacity of about 12.7 acre feet—or 43,560 cubic feet; however, since debris comes to rest on a slope, its actual capacity was between 23.3 and 38.5 acre feet. A concrete spillway in the dam was designed to carry water into the channel that led to the river. There was also an L-shaped pipe, which stuck up behind the dam; its horizontal portion ran along the floor of the basin and emptied into the channel below the spillway.

The purpose of the system is to control the flow of flood water and silt resulting from rainfall. As the water rises in the basin or reservoir, it is drained off through the pipe. When the water rises faster than the pipe can handle it, the water runs through the spillway and then into the channel. The system is not intended to store water; rather, the water is temporarily detained, debris remains in the basin and the water drains out in controlled fashion. During the dry summer months excessive debris that has accumulated in the basin should be cleaned out.

Thus, when the system is working properly, heavy debris, such as rocks and vegetation, sinks to the bottom of the basin, but the water and finer *934 silt particles flow out either through the pipe or through the spillway, into the channel. However, once the basin fills with debris, the additional debris will move through the spillway into the channel, filling the channel, and, eventually causing silt-laden water to break out of the channel and run across the surrounding countryside. Also, when the debris rises to the level of the basin, the drainage pipe clogs up and becomes useless.

Since the system is not intended to store water for any length of time, the capacity" of the basin reflects only some—in this case, unknown— fraction of the system’s ability to process flood waters and silt.

Defendants cleaned out the Warring Canyon debris basin in 1965 and 1967. However, in 1968, defendants, though requested, failed to clean out the basin. As a result, the Warring Canyon basin went into the rainy season of 1968-1969 already filled with 10.5 acre feet of debris, leaving only 2.5 acre feet of its entire 12.7 acre feet water level capacity. 2 Defendants’ negligence in failing to maintain the debris basin by cleaning it out is undisputed at this point.

The rains started in October. The January 1969 rains were very heavy—the rainfall in late January was a 75-year event. The heaviest rain occurred on January 25, 1969. One hour before the rain finally stopped, the debris dam failed. Rocks and heavy debris spilled over the concrete spillway out into the channel below. The debris also overtopped the dam itself; the overflowing water carried debris from behind the dam, together with debris that had been piled in front of the dam in an earlier cleanout. The channel could not accommodate the increased flow and disgorged silt at several points. Altogether 64 acres of land, including plaintiff’s property, were covered with 2 feet of mud or silt; 3 the mud penetrated all of the structures within plaintiff’s plant area and damaged equipment and inventory.

The trial court summarized these events by finding that “the dam, unable to function properly, overtopped. .. . This flow caused debris, silt and mud to plug and block the channels below the dam. As a result, the channels overflowed and inundated approximately 64 acres of area downstream with silt including the property of the plaintiff.” (Italics added.)

*935 The court found plaintiff’s total damages to be $456,032. It found also, however, that defendants’ negligence was not the sole proximate cause of plaintiff’s damage: “The defendants are found to be negligent, and their negligence was the contributing proximate cause of 12.1% of the plaintiff’s proven damages. [f] This contribution to plaintiff’s damage is computed as follows: Approximately 128 acre feet of silt was deposited over a 64 acre area ... as a result of the overtopping of the dam and the resulting breakout of the channel on January 25, 1969. The defendants’ negligence in failing to clean out 10.5 acres of debris in the area behind the dam caused that much additional silt to be deposited. .. .” The court also found that the defendants had “negligently piled” about 5 acres of “loose materials” near the dam, so that when the dam overtopped and the channel overflowed, “this 5 acres of silt was carried by the waters ... and . . . deposited upon” the 64 acres. “Thus, a total of 15.5 acre feet was so deposited representing 12.1% of the total silt deposited.” The court then fixed defendants’ liability at 12.1 percent of plaintiff’s total damages, or about $55,000.

Discussion

Plaintiff contends that the trial court erred in computing damages. Specifically, plaintiff contends that the court improperly apportioned damages, because defendants did not affirmatively plead apportionment; that, in any event, the burden was on defendants to prove that they were not liable for the entire amount of plaintiff’s damages; that the apportionment formula used by the court was improper; and, finally, that the court erred in deducting estimated income taxes from the total of plaintiff’s damages.

Defendants suggest that there is no substantial evidence that its negligence caused any part of plaintiff’s damage: plaintiff is therefore not aggrieved by the alleged errors. 4

Evidence of Causation

The burden was on plaintiff to show that defendants’ conduct was a substantial factor in causing some harm. (Singh v. Frye, 177 Cal.App.2d 590, 593 [2 Cal.Rptr. 372]; see Fibreboard Paper Products Corp. v. East Bay Union of Machinists, 227 Cal.App.2d 675, 704-705 [39 *936 Cal.Rptr. 64]; Rest. 2d Torts, §§ 432, com. c, p. 431, 433B, subsec. (1), p. 441.)

Our initial review of the record suggested that the evidence concerning causation might be inadequate.

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Cite This Page — Counsel Stack

Bluebook (online)
47 Cal. App. 3d 931, 121 Cal. Rptr. 171, 1975 Cal. App. LEXIS 1077, Counsel Stack Legal Research, https://law.counselstack.com/opinion/carlotto-ltd-v-county-of-ventura-calctapp-1975.