Huber v. Merkel

62 L.R.A. 589, 94 N.W. 354, 117 Wis. 355, 1903 Wisc. LEXIS 309
CourtWisconsin Supreme Court
DecidedApril 17, 1903
StatusPublished
Cited by44 cases

This text of 62 L.R.A. 589 (Huber v. Merkel) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Huber v. Merkel, 62 L.R.A. 589, 94 N.W. 354, 117 Wis. 355, 1903 Wisc. LEXIS 309 (Wis. 1903).

Opinion

Winslow, J.

The principles of the common law regulating the rights of landowners in subterranean waters are well understood. If the waters simply percolate through the ground, without definite channel, they belong to the realty in which they are found, and the owner of the soil may divert, consume, or cut them off with impunity. If, on the other hand, the subterranean waters flow in a defined channel, the rules which govern the use of surface streams apply; but the presumption is that the waters are percolating waters until it is shown that they are supplied by a definite, flowing stream. Gould, Waters, §§ 280, 281, and eases cited. In the present case the trial court found that the water which supplies the plaintiff’s and defendant’s wells comes from a “subsurface supply and stream of water,” or, as it is called [358]*358in another place in the findings, “a subterranean stream of water.” If, as we assume, this finding means a subterranean stream with defined channel, as distinguished from mere percolations through a porous stratum of earth or rock, then the judgment may be sustained upon this ground alone, if such finding is sufficiently supported by the evidence. This, therefore, is the first question to be considered.

It appears by the evidence that in the town of German-town, Washington county, there is an area about two and one-half miles in width by five miles in length, within which ar-tesian wells may successfully be drilled and flowing water reached at a depth of about 200 feet, and in which there are now about twenty-five such wells, including the wells of the parties; that most, if not all, of these wells when first drilled were flowing wells, but that as more wells have been bored the flow of wells located on higher ground (of which the plaintiff’s is one) has become irregular, but that water can always be obtained by pumping; that defendant’s wells are in the lower part of the basin, and hence will flow when those on higher ground will not; that nearly or quite all the well owners have caps or plugs on their wells, so arranged as to check the flow when the well is not in use, but that the defendant allows the water to flow freely for the greater part of the time; that when one of the wells in the region is allowed to flow continuously no perceptible effect is immediately observed upon the plaintiff’s well, but that after about twenty-four hours of flowing the water begins to recede materially; that when water was struck in defendant’s second well the plaintiff’s supply began to fall off, and in about three weeks it ceased to flow over the top.

From the testimony of a number of experienced artesian well drillers in the region, one of whom drilled the wells of the parties to this action, it appeared that in most, if not in all, of the wells, water was obtained either in a stratum of limestone or a stratum of sandstone, and that when water was [359]*359struck the drill bit rested upon the bottom of the well. There was no evidence that there was any sudden drop of the drill •when water was reached.

The foregoing statement covers all the material facts in evidence which tend to throw light upon the sources or nature of the water supply in the Germantown wells. It is impossible for us to see how these facts justify the conclusion that there is any defined subterranean stream which supplies the wells of the parties. The conclusion is irresistible from the facts stated that all the wells draw their supply from a stratum of porous rock, either of limestone or sandstone, which lies in an inclined position and comes to the surface at some distant point, where it receives its water supply; that this porous rock is located between impervious rocks above and below, and probably ends or is cut off a.t one edge of the Germantown district, thus forming a basin or pocket, which, when pierced by the drill, sends water to the surface in obeyance to natural laws too well known to require statement. Were there any doubt of this conclusion from the evidence, scientific knowledge on the subject of the sources of artesian wells in general, and the artesian wells of Wisconsin in particular, is now so complete and certain as to leave no room for doubt, and of such facts courts may take judicial notice. It has long since become a matter of common scientific knowledge that the ordinary artesian well derives its supply from a pervious stratum of r.ock imprisoned between two impervious strata of earth or rock, the water-bearing stratum being inclined and coming to the surface at some distant and higher point, called the “intake,” where it receives the water, and that the water percolates with greater or less rapidity along and through the inclined stratum, obedient to the law of gravity, until it reaches some obstruction so as to be imprisoned, in which event, if the stratum be pierced, water will rise in a tube by hydrostatic pressure, due to the greater height of the intake. The idea that there are vast subter[360]*360ranean channels or caverns in which artesian waters flow like a river, has been long since abandoned. These are matters of common scientific knowledge. Vol. I, Geology of Wisconsin (Chamberlin) p. 689; U. S. Geological Survey 1885, pp. 125 to 173; Vol. 6, Iowa Geological Survey, p. 127.

Thus in the present case both the evidence and well-established scientific knowledge agree as to the source of the water supply of the wells in question. That source is not a stream or river with defined channel, but an inclined stratum of porous rock which may be many miles in extent, saturated with water which percolates gradually from the intake along and through the stratum until stopped by the termination of the porous formation, where it forms an accumulation. In no proper sense can such water be called a stream with a defined “channel.” The word “defined” here means a contracted and bounded channel. Kinney, Irrigation, § 48. It is not meant by this that there must be an open channel or fissure in the rock, through which water flows freely and rapidly, in order that there may be a defined subterranean stream (such channels are rare, if in fact they ever exist), but simply that the water, whether moving slowly or rapidly, and whether passing through sand or gravél or porous rock, must have the characteristics of a stream, in that it has a course and a channel with definite bounds. Such subterranean streams doubtless exist, especially in sandy regions, where surface streams at times disappear and pursue their courses underground for long distances, and finally return to the surface again; but the waters in question in the present case have none of these characteristics, and hence must be held to be strictly percolating waters. An exhaustive discussion of the general subject of the distinction between subterranean streams with defined channels and mere percolating waters will be found in 67 Am. St. Rep. 659, as a note to the case of Wheelock v. Jacobs, 70 Vt. 162, and may be consulted with profit.

Counsel for the plaintiff frankly admit that the weight of [361]*361authority is that the ownei of soil may deal with percolating water as he may see fit, hut they claim that there are some modifications of the rule applicable to the present case, and the cases cited in support of this contention will be briefly noticed. Eirst among these cases are Bassett v. Salisbury Mfg. Co. 43 N. H. 569, 82 Am. Dec. 179, and Swett v. Cutts, 50 N. H. 439, 9 Am. Rep. 276.

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Bluebook (online)
62 L.R.A. 589, 94 N.W. 354, 117 Wis. 355, 1903 Wisc. LEXIS 309, Counsel Stack Legal Research, https://law.counselstack.com/opinion/huber-v-merkel-wis-1903.