United States v. Certain Lands in Hennepin County

152 F. Supp. 417, 1957 U.S. Dist. LEXIS 3408
CourtDistrict Court, D. Minnesota
DecidedApril 26, 1957
DocketCiv. No. 3374
StatusPublished

This text of 152 F. Supp. 417 (United States v. Certain Lands in Hennepin County) is published on Counsel Stack Legal Research, covering District Court, D. Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. Certain Lands in Hennepin County, 152 F. Supp. 417, 1957 U.S. Dist. LEXIS 3408 (mnd 1957).

Opinion

NORDBYE, Chief Judge.

The United States Government instituted this action by filing a petition for condemnation on June 21, 1950, to acquire certain lands and easements for the construction of the lower lock and dam, the St. Anthony Falls Project, Minnesota, authorized by Act of August 26, 1937, 50 Stat. 848, 33 U.S.C.A. § 540. Pursuant to the request of the Secretary of the Army dated June 13, 1950, an order for immediate possession was granted on June 21,1950. The lands were acquired in the name of the United States under the provisions of the Act of June 29, 1906, 34 Stat. 632, 33 U.S.C.A. § 592, and the Rivers and Harbors Act of July 18, 1918, 40 Stat. 911, 33 U.S.C.A. § 595. The purpose of the installation of locks and dams was to promote the navigability of the river and to enable river traffic to proceed up the river.

The Minneapolis Gas Company (hereinafter called the Gas Company) owned tracts denominated A-l, A-6, A-7 and A-8 in the petition for condemnation. The Government took a fee simple in Tract A-l and lesser interests in the other tracts. The value of these tracts was stipulated at the pre-trial conference as being $30,617. Some three years after the institution of the condemnation proceedings, the Gas Company filed án answer, and on July 23, 1954, an amended answer, claiming that additional compensation is due it by virtue of injury to a portion of its property lying adjacent to Tract A-l. For the purposes of this proceeding, the Court need concern itself only with the taking of Tract A-l, which lay along the south bank of the Mississippi River at Minneapolis.

The character of the land adjoining the river at the point in question is such that steep banks, perhaps seventy or eighty feet high, have formed through the centuries by water erosion. At the base of the banks, however, certain parcels of land exist between the base of the bank and the water line. Tract A-l was such a parcel. When the Gas Company owned that tract, it had constructed and utilized a pump house and settling basin thereon. The pump house and settling basin were used in connection with a production plant and storage facilities which adjoined Tract A-l, but which were situated on a piece of property above the bank which sloped down to Tract A-l. The Government did not take Tract A-l for flowage purposes and did nothing on or to this parcel up to the time of the injury complained of.

In 1950, the Government, in connection with the construction of the lock and dam, had constructed a cofferdam on the opposite or north side of the river. This cofferdam allegedly restricted the flow of water to the southerly half or two-thirds of the river. In 1949, in pursuance of the promotion of the navigability of the river, the Government had dredged a channel immediately riverward from Tract A-l. In 1950 and 1951, the water level of the Mississippi River, by reason of natural causes, was higher than average, and in April, 1952, it reached the highest level on record or in memory. The river receded, but did so slowly and continued high into the summer months.

The strata of the earth in this area is composed of successive layers of various substances. The first layer is glacial drift or glacial over-burden. It is the loose material which is commonly referred to as soil. Its depth varies greatly. Immediately below this is a layer of limestone which varies in thickness from twenty to thirty feet. Limestone is a hard substance and provides good support. Under the limestone is a thin layer of shale; below this is sandstone. The sandstone does not erode as easily as glacial drift, but when compared with [419]*419limestone, the sandstone erodes easily when exposed to the action of water. All four of these layers were exposed along the river bank except that the sandstone was protected from erosion by varying amounts of rocks, dirt and debris which had fallen down the bank.

At least forty years ago the Gas Company constructed a revetment wall, apparently to stabilize that portion of its bank composed of glacial drift. The wall rested upon the limestone layer which substantially formed a verticle cliff along the river bank. This revetment wall was adjacent to Tract A-l. The limestone layer was, of course, supported by the shale and sandstone below it. During the high water of April, 1952, the pump house and settling basin on Tract A-l were washed away, but a wall of the pump house remained standing which jutted into the river during the high water. Immediately upstream to the west of this wall, the sandstone portion of the bank was eroded away. This erosion undermined the bank, creating a cavern into the bank under a part of the limestone ledge which supported the Gas Company’s revetment wall. On July 19, 1952, the limestone ledge, a portion of the revetment wall and land immediately behind the wall collapsed and a portion thereof caved into the river. It appears that the failure of the revetment wall has weakened and endangered the supports of other adjacent properties belonging to the Gas Company, including the land on which Gas Holder No. 3 is situated, so that a new retaining wall must be constructed to prevent further substantial damage to its property. It is for this damage that the Gas Company seeks recovery herein.

The Gas Company does not contend that the Government was negligent. Rather, it contends that the Government constructed the cofferdam on the north bank in such a manner that the main stream of the current was shunted against the south river bank. This, it claims, caused the sandstone to wash away, forming the cavern, and eliminated the support necessary to support the limestone ledge and the revetment wall. The Gas Company further contends that the pump house was substantially demolished by the force of the high water, but that a wall thereof which remained standing accentuated the erosive force of the current by preventing water from flowing freely downstream, and instead created a whirling motion of the water directed at the exposed sandstone. However, this was a minor factor, if any, in contributing to the erosion of the adjacent bank. The Gas Company also maintains that dredging the river channel contributed to the erosion of the bank. It asserts that in dredging the channel, the Government exposed sandstone on the bed of the river. It contends that the natural state of the river bed at this point is less susceptible to erosion in its natural state than in the dredged condition and that the river bed itself was deepened when the sandstone was thus exposed. As the river bed eroded, the Gas Company contends that the water infringed upon the adjoining banks and altered the natural course of the entire river.

The Gas Company admits that the high water was a substantial contributing factor to the damage it suffered, but it maintains that the collapse of its revetment wall would not have occurred but for the Government’s erection of the cofferdam and the dredging operations. The Government, on the other hand, contends that the damage suffered by the Gas Company resulted primarily from the unprecedented high water and related circumstances over which the Government had no control. The Government also offered evidence to the effect that the dredging operations tended to lessen the height of the water and hence ameliorated the eroding effect of the river along the south bank. In regard to the factual situation, it is the Government’s position, therefore, that the Gas Company cannot show that injury to its property was caused by the Government’s activities. The parties have stipulated that, in the event the Government should be found liable, damages by reason of the collapse [420]

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Cite This Page — Counsel Stack

Bluebook (online)
152 F. Supp. 417, 1957 U.S. Dist. LEXIS 3408, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-certain-lands-in-hennepin-county-mnd-1957.