Riverside County Flood Control & Water Conservation District v. Halman

262 Cal. App. 2d 510, 69 Cal. Rptr. 1, 1968 Cal. App. LEXIS 2340
CourtCalifornia Court of Appeal
DecidedMay 27, 1968
DocketCiv. 8649
StatusPublished
Cited by11 cases

This text of 262 Cal. App. 2d 510 (Riverside County Flood Control & Water Conservation District v. Halman) 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
Riverside County Flood Control & Water Conservation District v. Halman, 262 Cal. App. 2d 510, 69 Cal. Rptr. 1, 1968 Cal. App. LEXIS 2340 (Cal. Ct. App. 1968).

Opinion

TAMURA, J.

Defendant appeals from that portion of a judgment in condemnation denying prejudgment interest on the award.

Plaintiff (District) brought an action in eminent domain to acquire a flowage easement over portions of defendant’s land in connection with the construction of a flood control levee along a segment of the San Jacinto River, including its tributary, Bautista Creek, in Riverside County. The chronology of the pertinent events was as follows: Plaintiff filed its action on April 21, 1961; the levee was completed on May 23, 1962; trial commenced on March 14, 1966, and judgment in condemnation was entered on July 8, 1966. There was no order of immediate possession. Defendant claimed interest on the award from the date of completion of the levee on the ground that that was the date his property was damaged. However, the court found that the property was neither taken nor damaged prior to entry of judgment and denied prejudgment interest.

Defendant contends that while the levee has not yet resulted in physical injury to his lands, it did cause compensable depreciation in its market value and that, hence, interest accrued as of the date of its completion. We have concluded that the trial court’s determination was correct and that the judgment should be affirmed.

Viewing the evidence in the light most favorable to the prevailing party below, as we are required to do on appellate review (Waller v. Southern Pac. Co., 66 Cal.2d 201, 204 [57 Cal.Rptr. 353, 424 P.2d 937]), it may be summarized as follows:

*512 The watershed of the San Jacinto River consists of approximately 250 square miles of rough, steep, mountainous terrain with little absorptive cover. The river emerges from the San Jacinto Mountain at a sharp gradient and levels off as it enters the valley below. Due to the rapid run-off and the gradient of. the river, during intense storms water accumulates into a peak discharge as it enters the valley causing floods in the Hemet-San Jacinto area. Existing levees in the Hemet-San Jacinto area which had been constructed of uncompacted sand with brush and wire revetments only provided flood protection from storms having a frequency of up to once in eight years.

Basically the flood control project in question, a joint undertaking of the United States Corps of Engineers and the District, involved the construction of a protective levee along the left-hand side, looking downstream, of Bautista Creek to its natural confluence with the San Jacinto River and thence downstream along the San Jacinto for about 4 miles. The levee commences at a point near the City of Hemet and extends downstream for a distance of 5 miles terminating at a point approximately 80 feet upstream from defendant’s property. It is designed to contain a flow of 86,000 cubic feet per second which is the estimated flow which will be produced by a storm having a frequency of once in 166 years. Prior to the construction of the project, a design storm would have subjected about 13,000 acres in the Hemet-San Jacinto area to inundation by flood waters; it was estimated that the new levee would eliminate flood hazards from about 9,800 acres.

The San Jacinto River traverses defendant’s land which comprises 163.39 acres of which 27.21 acres is river bottom subject to a 1951 District easement for flood control and water conservation purposes. By its present action the District sought a flowage easement over approximately 80 acres, 10.4 acres lying adjacent to and on the right-hand side of the river and 69.13 acres on the left-hand side. Except where the adjoining hills extend to the river, the 10.4 acre parcel is essentially a part of the river, the elevation being approximately river bottom. The elevation of the 69.13 acre parcel varies from the invert of the river to 2 to 3 feet above it at its outer limits. Except for two wells, a reservoir and perimeter fencing the land is unimproved farm land.

' ; A short distance upstream from defendant’s land, the District has constructed a training dike which projects from the *513 new levee, extends at an angle downstream towards the river and connects with an old levee which crosses defendant’s property. The dike, which the District has obligated itself to maintain, is designed to direct into the river bottom a flow produced by a storm having a frequency of once in eight years.

The flowage easement condemned by the District consisted of a perpetual right to overflow, flood and submerge the land subject to it with the right to prohibit construction or maintenance of buildings or other structures, reserving, however, to the owner all other rights to the use and enjoyment of the land. The easement does not prevent defendant from protecting the remainder of his land by the erection of protective barriers.

The only engineering testimony on the after effect of the new levee on defendant’s land was that provided by the chief engineer for plaintiff. In substance, his testimony was as follows : The levee will not increase the frequency of inundation; the 10.4 acre parcel will be subject to annual flooding as it has in the past and the 69.13 acres will be flooded during a storm having a frequency of once in eight years to the same extent in area as in the past. In the before condition, a design storm (one producing 86,000 cubic feet per second) would have resulted in a river flow of 42,000 cubic feet per second past defendant’s land while the remaining 44,000 cubic feet per second would have escaped from the river, sheet flowed across the countryside, and eventually found its way into the San Jacinto River, most of it upstream from defendant’s property but some flowing over defendant’s lands and entering the river at or shortly downstream therefrom. In the before condition a design storm would have inundated substantially all of defendant’s land. In the after condition it is expected that such a storm will increase the depth of inundation by 1% to 2 feet as compared to the depth in the before condition and increase the velocity from about 6 feet per second to approximately 7% feet per second. However, there would be no additional scouring or erosion of the lands because the increased depth would offset the effect of any increase in velocity. A prohibition against structures was included in the flowage easement in order to safeguard downstream flood control facilities and bridges from damage from floating debris should structures be washed away during floods.

The completion of the levee caused no physical injury to *514 defendant’s property; lie remained in possession and continued to farm the lands. Although he testified that he altered his crops from alfalfa and potatoes to grain, there is some uncertainty whether he substituted crops because of the existence of the levee or for other unrelated reasons. Plaintiff’s appraisers testified that the utility of the land for its highest and best use—heavy agricultural—was unchanged by the' taking of the easement or the construction of the levee, and that the diminution in fair market value was primarily attributable to the fact that a recorded flowage easement containing a restriction against structures would make the land less attractive to investors and lenders.

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Bluebook (online)
262 Cal. App. 2d 510, 69 Cal. Rptr. 1, 1968 Cal. App. LEXIS 2340, Counsel Stack Legal Research, https://law.counselstack.com/opinion/riverside-county-flood-control-water-conservation-district-v-halman-calctapp-1968.