Case Name: G. W. BLOOMQUIST v. E. V. SANDERS AND OTHERS
Court: Minnesota Supreme Court
Jurisdiction: Minnesota
Decision Date: 1925-03-13
Citations: 162 Minn. 296
Docket Number: No. 24,475
Parties: G. W. BLOOMQUIST v. E. V. SANDERS AND OTHERS.
Judges: 
Reporter: Minnesota Reports
Volume: 162
Pages: 296–301

Head Matter:
G. W. BLOOMQUIST v. E. V. SANDERS AND OTHERS.
March 13, 1925.
No. 24,475.
Will A. Blanchard, for appellant.
Godfrey G. Goodwin, J. 0. King and P. S. Olsen, for respondents.
Reported in 202 N. W. 496.

Opinion:
Holt, J.
Action by owner of land abutting a meandered lake to enjoin the construction of a public drainage ditch, because, as planned, it will lower the lake. The court found that it would not substantially affect the water level of the lake, and denied the injunction. Plaintiff appeals.
Lewis Lake, in Kanabec county, is a meandered lake of a size and condition to serve the public in various ways, and hence entitled to have its present water level preserved and safeguarded. Some 120 rods northeast from the lake a ditch in a duly-established drainage system is to cut the brook which is the natural outlet of the lake and which empties into Rum river. The bottom of the ditch is to be some five feet deeper than the bottom of the brook, and has a grade which will carry the water thence to Rum river much more swiftly than is now its course along the brook channel. However, the drainage construction provides for a cement bulkhead or spillway where the brook enters the ditch, the top of which is even with the present bottom of the brook. This will always preserve the bottom of the stream at that point from erosion. The brook from the outlet of the lake to this ditch is very winding and sluggish as it passes through an extensive marsh or meadow. Some 15 rods before entering tbe ditch, high land approaches close to the brook, and along this ridge passes a public road with a bridge spanning the brook. At the time witnesses testified to taking the levels, the lake surface was one and eight tenths (1.8) foot higher than the bottom of the brook as it will be at the spillway.
Only two testified, one for plaintiff and one for defendants. Both were engineers of some experience in drainage construction. They agree that the fall at the spillway will increase the swiftness of the flow of the brook above it, and therefore they conclude that by erosion the bed of the brook will be lowered clear to the lake so as to be on a level with the top of the spillway and thus tend to lower the surface of the lake. This testimony notwithstanding, the court found "that if the ditch in controversy is constructed and established pursuant to the order therefor referred to in the complaint, it will not lower the waters in said lake to a substantial depth from its present and natural level." The only contention on this appeal is that this finding is contrary to the evidence.
The record indicates that in the ditch proceeding the court was solicitous concerning the maintenance of the natural water level in this lake, and, of its own motion, directed the engineer to plan the bulkhead and spillway so as to accomplish that purpose. And as so planned this drainage system was established and ordered constructed. What effect the ditch constructed with the spillway as planned will have on the lake level, is not wholly within the knowledge of experts. This appears quite clearly from the witness who qualified the most highly as an expert. After testifying that, if the spillway was built eight inches to one foot higher than planned, it would protect against all danger of lowering the lake the 1.8 foot he opined might result, he said the drainage system as planned-would ultimately affect the natural water level of the lake, "but only probably after a very great many years. The bed of the creek flowing from Lewis lake is very hard dense material and it will take a long period of erosion to scour out the bed of that creek. That it will.scour out eventually is, of course, true but how many years it will require to scour out that bed it would be very hard to determine, perhaps, not in your lifetime or mine, that is, scour out the bed of the creek enough to do any damage to Lewis lake." That a trier of facts is not bound by expert opinion in matters wherein common knowledge and experience are factors that enter into a conclusion is well established. The effect on Lewis lake by this ditch and spillway cutting the brook cannot be said to be a highly specialized matter. Moratzky v. Wirth, 74 Minn. 146, 76 N. W. 1032; Boyd v. City of Duluth, 126 Minn. 33, 147 N. W. 710; Whitney v. Kaliske, 131 Minn. 261, 154 N. W. 1100; Remington v. Savage, 148 Minn. 405, 182 N. W. 524; Head v. Hargrave, 105 U. S. 45, 26 L. ed. 1028; The Conqueror, 166 U. S. 110, 17 Sup. Ct. 510, 41 L. ed. 937; Ewing v. Goode (C. C.) 78 Fd. 442; Baker v. Richmond C. M. Works, 105 Ga. 225, 31 S. E. 426. With the uncertain predictions of the expert, above set out, the general knowledge and experience of the learned trial judge, who has spent more than 60 years since he attained manhood in close touch with that part of the state here involved, ought to count much in determining whether, when the bottom of the brook is at one point protected from ever being eroded or lowered, it is at all likely that this stream of the sluggish and winding character shown, will cause any erosion at all at the outlet of the lake, in a direct line, some 120 rods above. The evidence does not show for what distance from the spillway towards Rum river the brook continues sluggish. The ditch must discharge in that river, and the testimony is that, although 5 feet lower than the spillway, its grade is such as to carry off rapidly the water which will discharge into it, hence the inference is permissible that the brook must from there on, at least in part of its course, be also swift. If that distance be short from the spillway, it is clear that it has caused no appreciable erosion above the spillway in recent times, for the meadow is only about one foot above the ordinary water level in the brook.
Should the future prove the court mistaken, the present water level in the lake may still be maintained. The other abutting shore-owners are not parties to this action, and, of course, are not bound by the judgment or findings herein. Furthermore, there are statutory proceedings whereby a bulkhead or spillway at the outlet of the lake may be established whenever it appears necessary for its conservation. Section 751 and sections 6588 to 6602, G. S. 1923. That this court has always manifested a keen interest in the preservation of the navigable waters of the state which are capable of enjoyment by the public for its use, is evident. Lamphrey v. State, 52 Minn. 181, 53 N. W. 1139, 18 L. R. A. 670, 38 Am. St. 541; Witty v. Board of Co. Commrs. 76 Minn. 286, 79 N. W. 112; Madsen v. Larsen, 117 Minn. 369, 135 N. W. 1003; State v. Korrer, 127 Minn. 60, 148 N. W. 617, 1095, L. R. A. 1916C, 139; In re County Ditch 34, 142 Minn. 37, 42, 170 N. W. 883; State ex rel. v. District Court, 144 Minn. 78, 174 N. W. 522; Jensen v. County of Nicollet, 159 Minn. 140, 198 N. W. 455. It is also clear to us that the court below both in the drainage proceeding and in this action was intent upon conserving the natural water level in Lewis lake. With this disposition on the part of the trial court we cannot well infer that he has reached a wrong conclusion in the finding assailed.
Appellant raises the point that the court in the drainage proceeding had no authority to put in a spillway or any structure to control the water level in the lake, it not being in the drainage area, and relies on the Jensen case, supra. It is not applicable. There it was held that the improvement proposed was radically different from the one petitioned for. Here the spillway in the drainage proceeding was to prevent the draining of waters outside of the drainage basin. It was merely a precautionary step taken within the territory drained to leave outside territory in statu quo.
The order is affirmed.