Inns v. San Juan Unified School District

222 Cal. App. 2d 174, 34 Cal. Rptr. 903, 1963 Cal. App. LEXIS 1641
CourtCalifornia Court of Appeal
DecidedNovember 8, 1963
DocketCiv. 10614
StatusPublished
Cited by4 cases

This text of 222 Cal. App. 2d 174 (Inns v. San Juan Unified School 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
Inns v. San Juan Unified School District, 222 Cal. App. 2d 174, 34 Cal. Rptr. 903, 1963 Cal. App. LEXIS 1641 (Cal. Ct. App. 1963).

Opinion

VAN DYKE, J. *

Appellant San Juan Unified School District of Sacramento County owns 30 acres of land upon which a school has been built. The southwest corner of the school property adjoins the northeast corner of respondents’ property. Appellant’s land is higher than respondents’ land. In its natural state water drains from appellant’s land to that of respondents. When the school was built appellant’s land was graded, and for drainage purposes a 28-inch concrete pipe was placed below the surface of the land, in which location it gathered up water and discharged it onto respondents’ land. By its judgment the trial court awarded $3,000 damages to respondents and the district appeals.

The trial court found as follows: “That in a state of nature a swale transversed defendant’s property in the direction of its southwest corner which adjoins the northeast corner of plaintiffs’ land. This swale formed a natural medium for the delivery of storm water to plaintiffs’ land. Before defendant graded its property and erected a school in 1958 to 1959, the natural drainage from defendant’s property created considerable wetness along the easterly side of plaintiffs’ land. The swale however possessed inherent protective qualities. Sloping gently and with shallow sides, it had certain retentive powers. Composed of soil and vegetation, it *176 had the capacity to absorb, withhold and delay the delivery of run-off.

“That in the course of defendant’s school construction project, the swale was filled, and raised the surface of the ground at the common corner by approximately seven (7) feet. Defendant also installed a twenty-eight (28) inch submerged concrete drainage pipe. The pipeline follows the general course of the former swale emerging five (5) or six (6) feet below the surface of the artificial grade or embankment created at the common corner. Within the compass of a twenty-eight (28) inch circular channel composed of nonabsorbent material, it now delivers at plaintiffs’ corner the water which formerly drained through the swale.

“That water which once transversed the relatively wide contours of the said swale is now delivered within the restricted compass of a twenty-eight (28) inch pipe. Water which once moved slowly along the gently sloping absorptive surface of the swale is now channeled at increased velocity within the impervious length of a concrete pipe. Water which was once accepted and confined along a relatively low area at the easterly side of defendant’s land now affects a much larger area because the relatively high volume and velocity transcend the absorptive capacity of the former line of drainage. That defendant’s project has concentrated the flow of water both in time and space-

“That the natural drainage of the plaintiffs’ and defendant’s land descended through a swale and not a watercourse.”

It is apparent from the wording of the findings which make use of such terms as “storm water,” “run-off,” “natural drainage,” and “swale,” and from references to the delaying, retentive, and absorptive qualities of the slopes of the swale, that the court is here dealing with surface water. This is fortified by the finding that the swale did not constitute a watercourse; by the proof that appellant’s land boundaries roughly correspond to the whole drainage area; and by the opinion of the court which appears in the record. Said the court:

“There is little evidence of any important increase in the total quantity of water reaching plaintiffs’ land over an extended period. The gravamen of plaintiffs’ injury is that defendant’s project has concentrated the flow of water both in time and space. Water which once traversed the relatively wide contours of the swale is now delivered within the re *177 stricted compass of a 28-inch pipe. Water which once moved slowly along the gently sloping absorptive surface of the swale is now channeled at increased velocity within the impervious length of a concrete pipe. Water which was once accepted and confined along a relatively low area at the easterly side of defendant’s land now affects a much larger area, because the relatively high volume and velocity transcend the absorptive capacity of the former line of drainage.
“Defendant has misconceived the character of the water and the character of the natural drainage. These misconceptions have, in turn, generated a misconception as to the governing doctrine.
“The water in this case is not flood water, not a ‘common enemy’ .... Prior to defendant’s improvements, it did not flow in a defined stream or water course, . . . This water is surface water, rainfall which spreads over the surface of the ground without being collected into a definite body. In a state of nature it drains along a swale, hollow or depression. As the San Gabriel case notes ([San Gabriel Talley Country Club v. County of Los Angeles] 182 Cal. 392 at p. 398 [188 P. 554, 9 A.L.R. 1200]): ‘ The difference between surface waters and those collected and flowing in a watercourse is well recognized, and the same rules by no means apply to one as to the other. ’
“The rule applicable to the present case is that stated in the decision cited by plaintiffs: Wood v. Moulton, 146 Cal. 317 [80 P. 92]; Steiger v. City of San Diego, 163 Cal.App.2d 110 [329 P.2d 94]; Board of Trustees v. Rodley, 38 Cal.App. 563 [177 P. 175]. An authoritative expression of the rule appears in LeBrun v. Richards, 210 Cal. 308 [291 P. 825, 72 A.L.R. 336], and it is enunciated as dictum in the San Gabriel case. The rule may be summarized as follows: An upper land owner has a natural easement or servitude which permits him to discharge surface water through the drainage mechanism of a natural swale, hollow or depression. His right is limited to disposition of the water through the chosen channels of. nature- He cannot increase the volume or velocity by collecting the water" in pipes or artificial ditches. If he does so to the damage of the lower landowner, he is liable to the latter.
“[T]he court has carefully scrutinized a topographic map which indicates both the natural contours and the complete and projected grades . . . The court is thoroughly satisfied that the natural drainage descended through a swale and not *178 a watercourse....”

If the water draining from appellant’s land was wholly or mostly surface water, then the rule declared in LeBrun v. Richards, supra, governs the decision herein.

Appellant contends that the evidence does not support the finding that the natural drainage of plaintiffs’ and defendant’s land descended through a swale and not a watercourse. We think the evidence does support the finding. The evidence fairly discloses the following:

It appears that the 30 acres of land owned by appellant is in an area where the land is properly described as gently rolling land.

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Bluebook (online)
222 Cal. App. 2d 174, 34 Cal. Rptr. 903, 1963 Cal. App. LEXIS 1641, Counsel Stack Legal Research, https://law.counselstack.com/opinion/inns-v-san-juan-unified-school-district-calctapp-1963.