v.
Board of Supervisors
I. The questions presented herein involve the relative rights and obligations of three contiguous drain [*723] age districts in Wright County. They are known in the record as Nos. 84, 85, and 90. These districts were all within the sáme watershed, and have the same outlet into the Iowa Biver. The general course of the waterflow is southeasterly. Nos. 84 and 85 were established simultaneously, on May 6, 1933. No. 85 lies south of No. 84. No. 90 lies southeast of No. 84 and east and south of No. 85. No. 84 comprises 1,396 acres; No. 85 comprises 564 acres; and No. 90 comprises 1,018 acres. The lands in both 84 and 85 are dominant to the lands in 90, and cast their water thereon over its natural waterways. While the proceedings for the establishment of 84 -and 85 were pending, the owners of servient lands in 90 filed petitions in such proceedings, asking that the proposed Districts 84 and S5 be extended southwesterly to the river. Without rejecting these petitions, the board established Districts 84 and 85, as prayed. Later, after a favorable report by the commissioner, it granted the prayer of such petition by establishing No. 90 as an extension of 84 and 85. This order was made in September, 1914. In the meantime, the improvements had been already constructed in 84 and 85. As so constructed, the outlet in each district.was a submerged one, the water being forced to the surface of the ground by pressure. The outlets of the two districts were entirely disconnected. The water of the two outlets, however, joined in the main watercourse farther down. The improvement as constructed in No. 90 started at the river as its outlet, and extended northwesterly up the main watercourse to the outlet of No. 84. From the main, a Y extended westerly to the outlet of No. 85. The point of junction of this Y with the main was about one mile down stream from the junction of the main with the outlet of No. 84. The following partial plat will show the method and places of junction with the main drain in No. 90.
[*724]
The two junctions are indicated by X. The upper X indicates the outlet of the main drain in 84, and is on the east and west center line of Section 3. The lower X indicates the junction of the Y with the main drain of 90. The ST is extended westerly to connect with the outlet of No. 85. [*725] This Y is a branch of the improvement in No. 90, and connects with the outlet of No. 85 by intersecting the same in the southeast quarter of the northwest quarter of Section 10, at the point A. The cost of the improvement in 84 was $8,800; that of 85 was $4,900; and that in 90 (exclusive of a certain lateral which does not figure in this case), was $21,700.
Though the elevation of the lands in 84 and 85 was high, as compared with the elevation of their own outlets, yet they contained much standing water in the form of ponds, some of these being very large.
The construction of the improvement in No. 90 gave 84 and 85 outlets six feet underground. In the proceedings pertaining to 90 and to the construction of its improvement, the board seems to have regarded it as a distinct entity from 84 and 85. The actual record, however, discloses that the commissioner appointed by the board recommended that the prayer of the petitioners be granted, and this report was adopted by the board. The record also shows that the only petitions before the board were for the extension of Districts S4 and 85 to an outlet at the river. The board and the commissioner, however, proceeded upon the theory that the cost of this extension must be borne by the lands included within 90, except that the commissioner recommended and the board ordered that $850 of the expense should be taxed to District 84, and $250 thereof to District 85. With this exception, the cost of the extension was apportioned to the property owners within District 90. From the assessments thus made against them, the five plaintiffs herein appealed. With one exception, no complaint is made of inequality in the assessments, as between the lands included in 90. The claim on the part of the appealing plaintiffs is that a greater sum should have been apportioned to the lands in 84 and 85 than the amounts already specified, and that, therefore, [*726] the assessment of each landowner in 90 was correspondingly too high. The trial court sustained this contention, and reduced the assessment of each plaintiff by 20 per cent. The general line of argument for the defendant, as appellant, is that neither the board of supervisors nor the district court had any jurisdictional power over the lands in 84 and 85, because they were not parties to the proceeding; that, therefore, the board will be without power to assess the deficiency against such districts; that the only recourse left to the board under the decree of the district court is to re-assess the deficiency against the nonappealing landowners in- District 90; that this would be a manifest injustice, in that it is conceded that they are already overassessed in precisely the same manner as the plaintiffs were overassessed.
[*728]
[*727] If we are correct in our conclusion that these three dis [*728] tricts were essentially one, the evidence shows quite clearly that larger amounts should have been apportioned to the lands in 84 and 85. And if this be so, then the plaintiffs are entitled to the relief granted, whatever the later difficulties mav be in taking care of the deficiency created by the granting of such relief. We may say that we see no jurisdictional impediment to the proper distribution of this deficiency to the lands benefited in 84 and 85. If notice of proposed assessments has been omitted, it may yet be given. We do not think that such deficiency should necessarily be assessed in the same proportion as the original assessment in these districts, for the reason. that the benefit of an extended and deepened outlet does not extend to the same lands in the same proportion as the benefit of the original improvement. As pointed out in Christenson v. Board of Supervisors, 179 Iowa 745, the land upon which a submerged or a surface outlet is situated gets little benefit from the original improvement; whereas it gets substantial benefit from an extension or deepening of such outlet.
On the question of what amount should properly have been apportioned to the dominant districts, approximation is the best that can be done. Two experienced engineers testified on the subject, and each presented two recognized methods of computation, one being based upon the proportionate amount of water cast per second from each district into the main, and the other being based upon a computation of the actual benefit accruing to each particular tract of land within the district. These methods of computation presented a considerable variance in result; from a minimum of about $4,000 to a maximum of over $7,000. The trial court adopted approximately the minimum. The basis of computation contended for by the defendant was the amount of cost of extending the original outlets a distance [*729] of 500 feet, the contention being that such an extension would answer all the purpose of the lands above the original outlet. This theory, however, ignores the benefit accruing from a discharge of the stream 0 feet underground. It also assumes that an extension of 500 feet, without more, could have been had, and that the water might again be discharged at the surface upon- the land of another, without protest or claim of damages. We are quite clear that the amounts apportioned by the order of the board were clearly too small. The proportion adopted by the trial court is fairly supported by the record, and we do not feel justified in interfering with it.