Goodman v. United States

28 F. Supp. 497, 1939 U.S. Dist. LEXIS 2628
CourtDistrict Court, S.D. Iowa
DecidedJuly 27, 1939
DocketNo. 417
StatusPublished
Cited by1 cases

This text of 28 F. Supp. 497 (Goodman v. United States) is published on Counsel Stack Legal Research, covering District Court, S.D. Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Goodman v. United States, 28 F. Supp. 497, 1939 U.S. Dist. LEXIS 2628 (S.D. Iowa 1939).

Opinion

DEWEY, District Judge.

This action came on for hearing at Council Bluffs, Iowa, on its merits on June 27, 1939, and the taking of evidence was ended on the first day of July, 1939, arguments had and the action submitted.

The action is brought under the provisions of the Tucker Act, Section 41 (20), Title 28, U.S.C., 28 U.S.C.A. § 41 (20), allegedly for unliquidated damages in a case not sounding in tort.

I find the facts the following:

As to Count I.

1. That plaintiff, Ralph G. Goodman, is now and has been since 1926 the owner of the following described land, to-wit: “East half of the Southeast quarter of Section 19; All that part of the Southwest Quarter of the Northwest Quarter of Section 20 lying West of the right-of-way of the Kansas City, St. Joseph & Council Bluffs Railroad; and all that part of the northwest quarter of the southwest quarter of said Section 20 lying west of the aforesaid right-of-way and north of the public road, all in Township 73, Range 43, in Mills county Iowa.”, subject to a mortgage to plaintiff Jessie McEllrath as set out in the second amendment to the petition, and that said plaintiff Ralph G. Goodman is and has been since 1930 the owner of the following described land, to-wit: “The Southeast quarter of the Northeast quarter of Section 19, Township 73,-Range 43, Mills county, Iowa.”, under real estate contract with plaintiff George H. Mayne, and that said land is located as shown by Exhibit A.

2. That the Missouri River is a navigable stream which, during the months of March, April, May, June and July, of each year carries a large amount of flood water coming into the drainage area of said river from above the lands of plaintiff, and that prior to the initiation of the' river improvements hereinafter referred to, said river had cut out and flowed through a broad channel with a capacity sufficient to carry the ordinary high water of said river, and that all of the land of plaintiff, above described, was, prior to the doing of the work hereipafter described, above the ordinary high water mark of said river and free from overflow except from extraordinary floods.

3. That by the Acts of Congress as set out in Exhibit 1, a plan as shown by House Documents 1120 and 238, being'Exhibits 2 and 3, was adopted for the purpose of creating a navigable channel for said Missouri river between Kansas City, Missouri, and Sioux City, Iowa, and appropriations made by Congress for the prosecution of said plan, and that all of the work done in the vicinity of the land of plaintiff was done under the direction of the Secretary of War and the supervision of the engineer's of the War Department in accordance with the aforesaid plan. That the plan adopted by Congress as aforesaid provided for the establishing and location of a permanent channel, the changing of the natural channel to conform to the location of the permanent channel provided for in said plans, and the narrowing of the natural channel to conform to the width established and fixed for the permanent channel in conformity with the plans adopted, and that appropriations were made from time to time by Congress for the doing of the work under said plans.

4. That prior to June 25, 1937, and in the carrying out of said plans of the War Department, the work was done in the vicinity of the land of plaintiff as shown by Exhibits B and C, and that in carrying out said work pile dikes were constructed six or seven feet above the ordinary level of said river for the purpose of changing the current of said river and causing and bringing about a sedimentation above and below said pile dikes, and that as the result of the construction of said pile dikes, a sedimentation resulted causing a filling in by silt and sediment to the top of many of said pile dikes, and that one purpose of the construction of said dikes was to cause such sedimentation.

5. That an extraordinary flood occurred on the Missouri river in May, 1927, with the highest flood level since the year 1881, and excepting the flood of 1881, the highest flood level of the river since 1872, as shown by Government Exhibit 31, and [499]*499the maximum discharge at Omaha at the time of said flood of 1927 was in excess of 250.000 per second cubic feet. That the maximum discharge at Omaha at the time of the highest water on April 6, 1939, was 140.000 per second cubic feet, and for the years 1937 and 1938 the maximum discharge at the time of the highest water was substantially less than 140,000 per second cubic feet, but on the land of plaintiffs the flood level was approximately ten inches lower in 1927 than it was in 1937, 1938 and 1939. That the maximum discharge at Omaha at the time of the highest water in the year 1932 was substantially the same as the maximum discharge at Omaha at the time of the highest water in the year 1938, but in 1938 the flood level was 4.4 feet higher at the land of plaintiffs than in 1932. That there are no tributaries of the Missouri River flowing into said river between Omaha and the land in question which could appreciably increase the volumes of water in said river, and the evidence shows that there was no substantial change in the carrying capacity of the flood water channel in said river between the year 1932 and the time when said government work was commenced.

6. That said pile dikes as shown by Exhibits B and C were constructed in the flood water channel of the Missouri River and that prior to June 25, 1937, as the direct result of the construction of said pile dikes and the sedimentation resulting therefrom, the ordinary high water channel of said river immediately above and through St. Mary’s Bend was obstructed and the carrying capacity thereof reduced, thereby causing the flood waters of the river on or about June 25, 1937, and on or about July 12, 1938, and on or about April 6, 1939, to be raised above St. Mary’s Bend to a level in excess of three feet above what it would have been had said government work not been done, and that said increase in the flood levels of said river caused and resulted in the overflow of a large proportion of plaintiff’s land during said years of 1937, 1938, and 1939, and that but for said government work said overflow would not have occurred.

7. That it is to be reasonably anticipated that the government work in said vicinity as it now exists will cause a future flooding of plaintiff’s land in time of ordinary floods in said river.

8. The exact boundaries of the overflow in the year 1937, and which are substantially the same in the years of 1938 and 1939, are shown upon the Government’s plat, Exhibit No. 20. This plat shows an overflow on all of the Mayne land except a ridge which runs north and south about in the center of the land, and includes all of the Goodman land, except a small portion upon the north edge thereof.

9. Just below the lands of the plaintiffs, the river in 1937 and prior thereto took a sharp bend to the east, and had formed a bend which is known in the record as St. Mary’s Bend, and at the south end of this bend the river turns abruptly west.

10. As a result of the placing of these piling and revetments the water was held back and overflowed upon the Mayne land to a ridge which extended parallel with the river but was prevented from overflowing onto these lands by this ridge at that point, but as the flood waters continued on south and reached the end of St.

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Cite This Page — Counsel Stack

Bluebook (online)
28 F. Supp. 497, 1939 U.S. Dist. LEXIS 2628, Counsel Stack Legal Research, https://law.counselstack.com/opinion/goodman-v-united-states-iasd-1939.