Olson v. King County

428 P.2d 562, 71 Wash. 2d 279, 24 A.L.R. 3d 950, 1967 Wash. LEXIS 939
CourtWashington Supreme Court
DecidedMay 25, 1967
Docket38811
StatusPublished
Cited by28 cases

This text of 428 P.2d 562 (Olson v. King County) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Olson v. King County, 428 P.2d 562, 71 Wash. 2d 279, 24 A.L.R. 3d 950, 1967 Wash. LEXIS 939 (Wash. 1967).

Opinion

Hill, J.

This is an appeal by King County from judgments against it recovered by three contiguous property owners, referred to herein as Olson, Norton, and Handley. They each brought an action against King County on three theories: (1) negligence; (2) a taking and damaging of their property in violation of art. 1, § 16 (amendment 9) of the Washington State Constitution; and (3) nuisance. The three cases were consolidated for trial; likewise for the appeal.

The plaintiffs own lakefront homes on the west side of Lake Sammamish. West of them is West Side Lake Sammamish Road with an access lane between their homes and the road. Still further west and at a considerably higher elevation is Northrup Road.

On the west side of Northrup Road and extending in a general northerly and southerly direction, lies a real estate development known as Lake Hills No. 26. The development is bordered on the east by Northrup Road, on the north by Northeast 8th Street, and on the west by 172nd Place Northeast. The property to the west and north of Lake Hills No. 26 had been developed for a number of years. Clearing, cutting, and grading work had been carried on in Lake Hills No. 26 during the summer and early fall of 1962.

The cause of the damage to the plaintiffs’ properties is well expressed in the trial court’s finding of fact No. 10:

That West Lake Sammamish Highway and Northrup Road intersect at a location approximately near Lot 35 of Lake Hills #26. Northrup Road extends from this point in a northerly direction, and West Lake Sammamish *281 Highway extends from this point in a generally northeasterly direction.
At a point some two to three hundred feet north of the intersection of Northrup Road and West Lake Sammamish State Highway, on Northrup Road, is a King County culvert under said road, referred to generally as the “No. 1” or “Olson” culvert. This culvert drained water from the storm drainage ditch on the west side of Northrup Road. The outfall of the “Olson” culvert was located just a little bit below the surface grade of Northrup Road, on the east side of said road, with the outfall virtually at the top of the shoulder of the road. That the shoulder of the road was made up of earthen fill, and the shoulder fell off to an embankment some thirty to thirty-five feet deep. The outfall of water was allowed to cascade down this earthen fill into a small ravine, thence travel in a general easterly direction down to the West Lake Sammamish State Highway where a catch basin is located. The water was then carried under the State Highway to a collection box on the east side thereof, thence through private culverts, belonging to plaintiff Olson, through his property and on to Lake Sammamish.
On November 24, 1962, an unusually heavy rainfall was experienced throughout the whole Lake Hills and Lake Sammamish area, which caused a considerable run-off. The origin of a substantial amount of water which reached the “Olson” culvert, came from areas to the north and to the west of Lake Hills #26, and approximately two blocks west and uphill of the intersection of Northeast Eighth and Northrup Road, and from the north of Northeast Eighth in an area outside of Lake Hills #26. The water flowed east on Northeast Eighth, by-passing the culvert on Northeast Eighth, because of its being clogged, and continued on south on the west side of Northrup Road. A number of King County culverts along the west side of Northrup Road which are intended to collect water from the west storm drainage ditch of Northrup Road, and discharge the water on the east side of said road, were clogged and that the water continued on its course down the west side of Northrup Road, eventually reaching the “Olson” culvert. The water then proceeded through the “Olson” culvert, falling to the east side of Northrup Road at the outfall of said culvert.
The water which flowed through the “Olson” culvert eroded the east shoulder and earthen fill embankment of *282 the road, causing a complete washout of said embankment and one half of King County’s Northrup Road in this area. That the many hundreds of yards of material from this washout flowed through the ravine and under the West Lake Sammamish Highway culvert and erupted at the west end of “Olson’s” private culvert causing debris to be cast upon all of the plaintiffs’ properties.

The negligence of King County, which was the proximate cause of the damage sustained by the plaintiffs, is set forth in finding of fact No. 11:

That many years prior to 1962 King County constructed culverts under Northrup Road, including the “Olson” -culvert. That the “Olson” culvert was -constructed of sections of concrete pipe, without cement or grouting between said sections and that said sections of pipe were approximately 3 feet in length and 18 inches in diameter. That on the east side of Northrup Road at the outfall of the “Olson” culvert there was no splash apron or hard surface material provided to carry the water from the outfall down to the base of the slope some thirty-five feet.
That good construction practice and standard of care requires that on the outfall side of a culvert such as this that the water be in some manner carried above the fill so as not to allow the washing of rock, sand, dirt and gravel. That standard construction practice is that the water either be allowed to flow down a splash apron, or that it be carried in an enclosed pipe from the outfall of the culvert to a point below the toe of the earthen fill embankment so as to prevent the washing of any materials from said embankment. That King County failed to properly construct said culvert outfall.
That defendant . . . King County, failed to exercise the proper degree of care in the construction of the outfall area of the “Olson” culvert.

This is not a case of a culvert being unable to carry the runoff with resulting flooding. Indeed, the maximum amount of water carried by the culvert was only about two-thirds of its -capacity. Had the county done what good engineering practice required — provided a splash apron or hard-surface material to carry the water from the outfall to the base of the slope — the plaintiffs would have sustained *283 no damage. As indicated, it was the material eroded from the embankment which caused the damage.

The plaintiffs had joined as additional defendants certain property owners, developers and contractors, who were participating in the development of Lake Hills No. 26, on the theory that they had been negligent in certain of their activities and such negligence had increased the flow of water through the No. 1 culvert; and King County had cross-complained against the same defendants.

One of the contentions of the county was that the plaintiffs had failed to segregate or apportion their damages between the county and these additional defendants.

With relation to the contribution of the defendants, other than King County, to the damages sustained by the plaintiffs, the court made the following finding of fact:

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Bluebook (online)
428 P.2d 562, 71 Wash. 2d 279, 24 A.L.R. 3d 950, 1967 Wash. LEXIS 939, Counsel Stack Legal Research, https://law.counselstack.com/opinion/olson-v-king-county-wash-1967.