State v. Ponten

463 P.2d 150, 77 Wash. 2d 463, 1969 Wash. LEXIS 606
CourtWashington Supreme Court
DecidedDecember 31, 1969
Docket40129
StatusPublished
Cited by10 cases

This text of 463 P.2d 150 (State v. Ponten) 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
State v. Ponten, 463 P.2d 150, 77 Wash. 2d 463, 1969 Wash. LEXIS 606 (Wash. 1969).

Opinions

Hill, J.

This is an appeal from the judgment of the Spokane County Superior Court dismissing an action by the State of Washington, and holding that the state was not liable for the loss of water in wells of certain property owners, caused by an excavation for a freeway.1

There is no dispute as to the facts as found by the trial court, and we quote findings Nos. 2, 3 and 4 verbatim; other essential findings will be paraphrased.

Each of the defendants had, prior to the fall of 1962, upon his described lands one or more domestic water wells of various depths and the water from such wells was useful and used upon said lands. These wells provided adequate water supply at all times not only for the defendant’s [sic] household needs but also to irrigate their lawns and gardens. Most of the wells were shallow, being from 10 to 20 feet in depth. Natural basalt rock formations and other materials form a solid, impervious layer a small distance beneath the surface of the ground throughout the Garden Springs area. This impervious layer is shaped much like a large saucer or basin; the raised rim of which, consisting of basalt formations, protrudes above the surface of the ground and marks the boundaries of the Garden Springs area. Prior to the fall of 1962 the impervious layer caused the natural waters flowing through the area to be held back and collect in the basin and saturate the porus [sic] materials above the impervious layer forming an underground reservoir underlying the Garden Springs area. The outlet flow from the basin was impeded by the eastern rim of the [465]*465impervious material which acted as a natural dam holding back the water and maintaining the reservoir. This reservoir established a water table in the Garden Springs area which was very close to the surface of the ground and in many places the water broke through the surface in the natural springs from which the area derived its name. Recharge of the waters in said basin occurs by percolation from surrounding lands fed in part from precipitation and partially from seepage loss from a small stream, traversing the basin. The basin is also drained by the same creek and springs, however, the outlet flow from the basin was impeded on the east by a rim of impervious material which acted as a natural dam holding back the water and maintaining the reservoir. The general location and extent of the Garden Springs water table was well known and the basalt outcroppings that marked its general boundaries were clearly visible.

Finding of fact No. 2.

In preparation for construction of a 6-lane interstate, freeway approaching Spokane from the west, as a part of the State’s preliminary engineering investigation, test wells and holes were dug by the State within the area in which said domestic water wells are located to ascertain the subsurface conditions and to determine the effect upon defendants’ wells that might be anticipated by the State’s proposed plan to locate and construct a highway and excavate for it in that vicinity. In an effort to prevent the interception and drainage of groundwater from the shallow wells in the vicinity of the State’s proposed highway cut, its engineers planned and caused to be constructed at a cost to the State of $35,016.80 an impermeable clay dike between the area of the proposed highway cut and defendants’ wells. Prior to excavation of the highway cut, a trench was dug to the depth of the top of the basalt rock and the trench was backfilled and compacted with Latah Clay to form an impervious dike.
It was the reasonable expectation of the State’s professional engineers and geologists that construction of said dike would prevent the escape of groundwater and preserve the water table within the basin and the water level in defendants’ wells.

Finding of fact No. 3.

After construction of the dike was completed, excava[466]*466tion of the highway cut was commenced.[2] While it was not known to the State, and not reasonably to be expected, the basalt rock underlying the water basin was porous, weakened or fractured, permitting water in the basin to underflow the dike and escape. As a consequence of the highway excavation and removal of the overburden to the level of the basalt rock layer and a portion of the rock lip of the basin and notwithstanding the State’s efforts to prevent the same as herein described, water escaped into the cut and water levels in the shallow wells began to lower. The wells of some of the defendants, specifically those appearing for trial, went dry and the wells of some of the other defendants suffered a reduction in the water level.[3] Also, as a result of the construction of the dike, not reasonably to be expected, the recharging of the percolating waters of the basin south of the highway cut was interfered with, causing further reduction of the water in wells of the defendants appearing for trial.

Finding of fact No. 4.

In addition to its construction of the dike, before beginning its excavation the state made other efforts at considerable expense but without success to preserve the water for the benefit of the defendants who are the appellants here. It has also jointly with the city of Spokane extended the city water mains to the Garden Springs area, making that source of water available to the defendants, but assuming no obligation for the cost of connection4 or for any water [467]*467subsequently purchased. To again quote the findings: “Since the loss of the well water, some of the defendants have connected their properties to the City water mains and others have and still do borrow water from their neighbors.” Finding of fact No. 10.

There is a specific finding that:

The ground water which fed defendants’ wells did not flow in a confined channel through an underground cavern, opening or stream but filtered and flowed intersticially through the porous ground of the basin.

Finding of fact No. 9.

It is, therefore, clear that the law applicable to this case is that relative to the diversion or loss of percolating waters.

There is another specific finding that:

During the construction of the described cut, some of the materials required blasting prior to excavation and removal thereof. The blasting done by the State’s contractor had no effect on the wells of defendants. It was the fact of removal of the rock, not the method of removal that caused the water to drain away.

(Finding of fact No. 8.)

This serves to remove the issue of any liability of the contractor for negligence in performance of the work, thus making it possible to distinguish the case of Patrick v. Smith, 75 Wash. 407, 134 P. 1076 (1913);5 and leaving clear-cut the issue of the liability of the state for the diversion of the water by reason of the excavation which it made on its own property in the construction of the freeway.

As indicated in the opening paragraph of this opinion, the trial court made the following conclusion of law:

The State, having made reasonable use of its own lands, it not liable to nearby owners for resulting reduction of the water table and consequent loss or reduction of water in the wells of defendants.

[468]

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State v. Ponten
463 P.2d 150 (Washington Supreme Court, 1969)

Cite This Page — Counsel Stack

Bluebook (online)
463 P.2d 150, 77 Wash. 2d 463, 1969 Wash. LEXIS 606, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-v-ponten-wash-1969.