Ambrosini v. Alisal Sanitary District

317 P.2d 33, 154 Cal. App. 2d 720, 1957 Cal. App. LEXIS 1691
CourtCalifornia Court of Appeal
DecidedOctober 28, 1957
DocketCiv. 17706
StatusPublished
Cited by22 cases

This text of 317 P.2d 33 (Ambrosini v. Alisal Sanitary District) 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
Ambrosini v. Alisal Sanitary District, 317 P.2d 33, 154 Cal. App. 2d 720, 1957 Cal. App. LEXIS 1691 (Cal. Ct. App. 1957).

Opinion

KAUFMAN, P. J.

Plaintiffs filed this action for damages to a celery crop grown on land owned by the plaintiff Ferrasci under a contract with the plaintiff Ambrosini, on the counts of nuisance and inverse condemnation, alleging that the damage was due to the overflow of a sewer outfall line owned by the defendant, a public corporation, organized pursuant to Health and Safety Code, sections 6400 et seo. The defendant appeals from the judgment on a jury verdict rendered in favor of the plaintiffs on both counts, and assigns as error the order of the trial court overruling defendant’s demurrer, the orders denying defendant’s motion for a nonsuit, motion for a directed verdict, and motion for a judgment notwithstanding the verdict, as well as certain alleged errors in the instructions.

The facts, viewed most favorably to the plaintiffs, are as follows; Plaintiffs were the owners of a field of celery bordering on the Salinas-Monterey Highway and adjacent to a portion of the sewage outfall line installed, maintained and operated by the defendant district. The outfall line was constructed in 1941 along with the defendant’s sewage disposal plant. The plant was designed for a daily flow of 1.1 million gallons. The normal “dry-flow” of sewage through the plant *722 and into the outfall line was approximately 750,000 to 1,000,000 gallons per day with the flow varying in a day from 100,000 gallons to 1.5 million gallons. The sewage enters the outfall line after treatment at the plant, is carried through a concrete pipe line 18 inches in diameter, and discharged into the Salinas River at a point four miles from the plant. As originally constructed, the outfall line contained four pressure manholes which made it impossible for any sewage to escape from the outfall line through a manhole. In the fall of 1955, due to the growth of the population in the district and the increased flow of sewage in the outfall line which reduced the capacity of the pipe, the engineers of the defendant district recommended that the line be cleaned out by the installation of additional manholes. Fourteen additional non-pressure manholes were completed on December 2, 1955, and left unsealed, due to the cleaning operations. Manhole Number 12 which is located directly opposite plaintiff’s celery field was one of the 14 nonpressure manholes constructed in 1955. There is also some evidence that the defendant district was in a strained financial condition at the time of the 1955 modifications.

The 1941 plans and specifications for the outfall line were prepared for a river flood level of elevation 46 feet. At the disposal plant, the elevation of the outfall line is 44 feet, but drops to 37 feet at the discharge point. The elevation of Manhole Number 12 is 43.02 feet.

During the month of December, 1955, the rainfall in the Salinas area was as follows:

December .37 inches 1—
December .15 inches 2—
December a trace 3—
December .02 inches 4— -
December .09 inches 5—
December .80 inches 6—
December none 7—
December .50 inches 8—
December .04 inches 9—
December 10-14—none
December 15-17—a trace
December 18— .04 inches
December 19— .44 inches
December 20— .01 inches
December 21— .03 inches
December 22—1.19 inches
December 23—2.34 inches
December 24— .45 inches
December 25— .02 inches
December 26— .50 inches
December 27-29—none
December 30—1.78 inches

The monthly average was 8.96 inches; the monthly average from 1872-1954 for the month of December was 2.56 inches. On December 24, 1955, the plaintiffs’ celery crop was mature and ready for harvest. Between 10 a. m. and 12 noon of that day, the plaintiff, Ferrasci, looked out and saw water at a *723 rate he estimated to be 300 to 500 gallons per minute coming out of Manhole Number 12 and flowing to the side of the road and into the field of celery. He also saw water flowing down the side of the road from the direction of Salinas. He telephoned the defendant district and was told someone would come right away. By 1 p. m. that afternoon when the plaintiff again went to the manhole, no one had arrived, and the water was being forced out to a height of 5-6 inches, and was up to the white line in the middle of the highway. By 3 p. m. of December 24, 1955, a PGE employee observed water still coming from the manhole, and personnel of the defendant district at the site of the manhole weighting down the manhole covers with tubs of sand and “doing a very good job under the circumstances” but there “was just so much water that they couldn’t handle it at all.” By about 4:30 p. m. of December 25, no more water was coming from the manhole. Two other witnesses testified that on December 24 they saw the water being discharged from Manhole Number 12 at a rate of 1,000 gallons or more per minute, and flooding the celery field. On December 24-25 about 4% million gallons of water were going into the outfall line until it was plugged, due to the infiltration of storm waters which exceeded the designed capacity of the plant. As a result of the inundation of the plaintiffs’ celery field with sewage water, the entire field was placed under a quarantine by an Inspector of the State of California pursuant to Administrative Code, title 17, section 7899.

Although the defendant assigns six separate grounds of error on appeal, the main questions to be determined are:

(1) Is the defendant district subject to suit?
(2) Did the plaintiffs’ first amended complaint set forth a cause of action in nuisance and inverse condemnation?
(3) Were there any errors in the trial court’s rulings on the defendant’s motions and in the instructions to the jury?

As to the first issue, it is defendant’s contention that it is a public corporation as distinct from a municipal corporation, and as such is a governmental agency of the state not liable in fact except under the Public Liability Act, Government Code, sections 53050-53056. Defendant relies on a quotation from In re Werner, 129 Cal. 567 [62 P. 97], to the effect that a sanitary district is not a municipal corporation but a public corporation. The distinction in the Werner case, however, was made to invalidate a penal ordinance passed by a sanitary district. Defendant then goes on to argue that *724 as it is not a municipal corporation it is a governmental agency like irrigation districts, relying on Western Assur. Co. v. San Joaquin Drainage Dist., 72 Cal.App. 68 [237 P. 59], cases cited at 76-77.

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Bluebook (online)
317 P.2d 33, 154 Cal. App. 2d 720, 1957 Cal. App. LEXIS 1691, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ambrosini-v-alisal-sanitary-district-calctapp-1957.