Buchanan v. Los Angeles County Flood Control District

56 Cal. App. 3d 757, 128 Cal. Rptr. 770, 1976 Cal. App. LEXIS 1400
CourtCalifornia Court of Appeal
DecidedMarch 30, 1976
DocketCiv. 46804
StatusPublished
Cited by6 cases

This text of 56 Cal. App. 3d 757 (Buchanan v. Los Angeles County Flood Control 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
Buchanan v. Los Angeles County Flood Control District, 56 Cal. App. 3d 757, 128 Cal. Rptr. 770, 1976 Cal. App. LEXIS 1400 (Cal. Ct. App. 1976).

Opinion

Opinion

THOMPSON. J.

This is an appeal from a judgment on a jury verdict rejecting plaintiffs’ causes of action for wrongful death based upon negligence in maintenance and operation of a flood control system, defendant’s maintenance of. a dangerous condition with actual or constructive knowledge of its existence, and for infliction of emotional distress. The appeal is also from a portion of the judgment based upon a nonsuit granted after opening statement on plaintiffs’ cause of action for injunctive relief to abate a nuisance. Concluding that the jury was prejudicially misled by instructions given on the court’s own motion to the effect that defendant is not liable for a natural condition of drainage and that contrary to the evidence the condition causing the death which is the subject of the lawsuit is a natural one, we reverse the judgment based upon the jury verdict. Concluding, further, that the record does not support the trial court action granting defendant’s motion for nonsuit on the cause of action for injunctive relief, we reverse that portion of the judgment also.

Facts

In 1922, defendant Flood Control District constructed San Dimas Dam, creating a reservoir with a capacity of 1,515 acre-feet. San Dimas Dam impounds the water of San Dimas Canyon Wash. San Dimas Dam *761 is constructed with controlled gate valves, permitting water to be kept in the reservoir or released into San Dimas Canyon Wash. Also in 1922, the Flood Control District constructed Live Oak Dam across Live Oak Canyon, part of the Puddingstone drainage system, a separate drainage system and watershed from San Dimas Canyon Wash. Live Oak Dam was constructed to impound water in a reservoir with a capacity of 240 acre-feet. It has manually controlled release valves permitting release of water into Live Oak Canyon and the Puddingstone drainage.

In 1926, the Flood Control District constructed Puddingstone Diversion Dam across San Dimas Canyon Wash downstream from San Dimas Dam. Puddingstone Diversion Dam is constructed to impound a capacity of 148 acre-feet of water. It is built with manually controlled gate valves which permit water to bé released either into San Dimas Canyon Wash at a maximum rate of 3,500 cubic feet per second (cfs), or to be diverted through a man-made channel into the Puddingstone drainage. The valves ¿t the diversion dam have been regularly operated to control flow to the San Dimas and Puddingstone drainages from 1928 to 1968. In the 1960’s, flow to the San Dimas drainage was generally kept small to protect a golf course and access to a subdivision.

Puddingstone Dam was constructed by the Flood Control District in 1928 to impound a reservoir with a capacity of 16,856 acre-feet of water. An outlet channel for Colorado River water was constructed between Live Oak and Puddingstone reservoirs to cany the water to Live Oak Creek and then into Puddingstone.

Manually controlled valves at Puddingstone Dam permit water to be released into Walnut Creek Wash. When water from San Dimas Canyon Wash is diverted by the Puddingstone Diversion Dam into Puddingstone Reservoir and then released, Walnut Creek Wash carries not only the water from its natural drainage but also the water diverted from the other watershed. Originally constructed as a flood control project, Puddingstone Reservoir was also used, by 1968 and 1969, for recreational purposes, including boating, water skiing and fishing. It operated under a permit from the State of California requiring that its water level not be more than 945 feet above sea level except for temporary flood control.

Plaintiffs are lessees and occupiers of a home and surrounding acreage approximately one and three-quarters miles downstream from Puddingstone Dam. The home is on a bluff overlooking Walnut Creek; the edge of the bluff is about 150 yards from the house. A rough sketch of the *762 various dams and reservoirs and their relation to plaintiffs’ residence follows:

*763 Downstream from the property occupied by plaintiffs, Walnut Creek Wash was paved and improved by the Flood Control District so that it has a carrying capacity of over 1,000 cfs of water. Fencing designed “to keep people out” has been installed along the improved stretch. Opposite the property of plaintiffs, Walnut Creek Wash was protected only by devices called either fences or revetments constructed by the Flood Control District at the request of landowners in the 1950’s to protect against erosion from the release of Colorado water imported into Puddingstone Reservoir and released through Walnut Creek Wash to spreading grounds downstream to increase the supply of ground water. The fence-revetments consist of a double row of metal pipes about 11 feet high, driven about 12 inches into the ground. Metal mesh wire is strung along each row of poles. While the fence-revetment structure works best to control erosion when rock and brush are0 placed between the two rows of wire, the portion along plaintiffs’ property was not so filled.

Prior to January of 1969, the maximum amount of water discharged from Puddingstone Dam into Walnut Creek Wash was 300 cfs. That discharge occurred when Colorado River water was imported and an equivalent amount of water was released to charge the spreading basin. When the Colorado River water was discharged, it was the Flood Control District’s practice to warn residents and interested public safety agencies of that fact.

In January of 1969, heavy rains fell upon the San Dimas and Puddingstone watersheds. At the beginning of the storm on January 18, Puddingstone Reservoir stood at a level of 936.79 feet above sea level, below the level of 942 feet desirable for recreational purposes. No water was released from the reservoir until January 24. During the period from January 18 until January 24, a large amount of water was diverted from the San Dimas drainage to the Puddingstone drainage by the diversion dam. On January 25, the water level in Puddingstone Reservoir was at 960 feet above sea level, 15 feet above the level permitted by the state permit except for temporary periods, and 10 feet below the spillway of the dam. The Flood Control District began to release water from Puddingstone Dam on January 24. For the next three days, it released water at the rate of between 900 and 1,000 cfs, an unprecedented flow. No warning was given to downstream land occupiers or public safety agencies of the release of water.

*764 Prior to the time the Flood Control District began its release of water at 900-1,000 cfs, the fence-revetment at the property occupied by plaintiffs extended from the ground to a substantial height, giving the appearance and effect of a fence preventing access to Walnut Creek Wash. Prior to that time, the water in the wash was ankle deep. The release of the large quantity of water eroded a hole about three feet in size below, the' fence-revetment along plaintiffs’ property and created a deep pool abutting the property. During the period of the 900-1,000 cfs release, the water in the wash rose to a depth of eight or nine feet.

On February 3, 1969, two-year-old Douglas Buchanan and his twin brother in some fashion made their way out of the walled and enclosed back yard of the residence occupied by their parents.

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Bluebook (online)
56 Cal. App. 3d 757, 128 Cal. Rptr. 770, 1976 Cal. App. LEXIS 1400, Counsel Stack Legal Research, https://law.counselstack.com/opinion/buchanan-v-los-angeles-county-flood-control-district-calctapp-1976.