United Dispatch, Inc. v. E. J. Albrecht Co.

62 S.E.2d 289, 135 W. Va. 34, 1950 W. Va. LEXIS 5
CourtWest Virginia Supreme Court
DecidedNovember 21, 1950
Docket10273
StatusPublished
Cited by23 cases

This text of 62 S.E.2d 289 (United Dispatch, Inc. v. E. J. Albrecht Co.) is published on Counsel Stack Legal Research, covering West Virginia Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United Dispatch, Inc. v. E. J. Albrecht Co., 62 S.E.2d 289, 135 W. Va. 34, 1950 W. Va. LEXIS 5 (W. Va. 1950).

Opinion

Lovins, President:

The purpose of this action of assumpsit, brought in the Circuit Court of Wood County, West Virginia, is to recover damages to a building and for loss of the use of *35 such building, allegedly caused by an excavation made adjacent to such building.

United Dispatch, Inc., a corporation, the owner of the building, brought this action against E. J. Albrecht Company, a corporation, which admittedly excavated the land adjacent to plaintiff’s building. Plaintiff and defendant hereinafter will be so designated.

' The building is located near the confluence of the Ohio and Little Kanawha Riyers, in the City of Parkersburg, and consists of three sections, constructed at different times. One section, designated as “Swan Hotel”, was built some time prior to 1861; another section, designated as “United Merchandise” building, was built about the year 1915; and the third section, designated as “Parkersburg Transfer & Storage” building, was completed some time in 1910 or 1911. We are here concerned with the section or unit of plaintiff’s building designated as “Parkersburg Transfer & Storage” building. It seems, however, that all three sections of the building were used by plaintiff in conducting a transfer and storage business, and in storing motor vehicles.

The building is located on low land, and has been frequently subjected to floods. A stage of water in excess of thirty-four feet floods the building. The “Parkersburg Transfer & Storage” building will hereinafter be designated as“Section 3”. It is constructed of brick, timber and metal sheeting, and is four stories high. The first two stories are constructed of brick, and the other two stories of sheet metal fastened to wooden frames. The walls of the first story of Section 3 are nineteen inches in thickness, and those of the second story are approximately thirteen and one-half inches. The walls are cracked. There are indications that such cracks had been repaired and that the building had subsided prior to the time defendant made the excavation here considered. Defendant offered to prove that Section 3, bounded on the northeast side by Kanawha Street (First Street) and by Ohio Street, encroaches upon the right of way of Kanawha *36 Street approximately eleven feet, and upon the right of way of Ohio Street five feet, four inches, but that proof was rejected.

The United States of America, on November 4, 1947, entered into’ a contract with the defendant for the construction of a concrete wall and levee at Parkersburg, designated as Section 2. The estimated amount to be paid on the contract was $4,262,161.00. The wall and levee were located generally along the left descending bank of the Ohio River, along the right descending bank of the Little Kanawha River, and were constructed for the purpose of affording local flood protection to the City of Parkersburg. The contract and the specifications, incorporated therein and made a part of the contract, are voluminous. For the purposes of this opinion, we deem a recitation of the following parts of the contract and specifications sufficient:

“Article 10. * * * He [the contractor] shall be responsible for all damages to persons that occur as a result of his fault or negligence in connection with the prosecution of the work. * * * the contractor shall be responsible for all loss or destruction of or damage to property that occurs as a result of his fault or negligence in connection with the prosecution of the work, .and shall be responsible for all materials delivered and work performed until completion and final acceptance. * * *
<1:|: * *
“* * * The contractor shall protect all existing structures, utilities and work of any kind against damage or interruption of service which may result from operations of the contractor. Damage or interruption of service resulting from failure so to do shall be repaired or restored promptly by or at the expense of the contractor.
“All excavations which are more than five feet in depth shall be suitably shored unless side slopes are 1 on 1 or flatter. Any foundation or structure whose stability is endangered by adjacent excavation shall also be suitably shored. * * * All shoring used shall have the prior approval of the contracting officer [the District *37 Engineer at Huntington, West Virginia,]; however, the contractor will be held solely responsible for the adequacy of any shoring employed.
“It is contemplated that driving of steel piling shoring and unwatering of the excavation by means of a well point system or other equivalent means will be necessary in order to perform the work of excavating the unsuitable material and replacement in the dry of suitable foundation material in the above area.”

With reference to the driving of piling or dewatering of the excavation, the defendant sought the advice of a specialist in dewatering excavations, and, as a result, a detailed plan was submitted to the office of the District Engineer at Huntington, which had for its purpose the elimination of driving any piling and substituting therefor a well point system. The change was. approved, as evidenced by a letter, dated March 1, 1948, addressed to the defendant, and signed by the technical assistant to the contracting officer, which reads in part as follows:

“Receipt is acknowledged of your letter dated 17 February 1948, inclosing three prints of More-trench Corporation’s drawing No. L-333 in connection with unwatering the excavation for the wall base, Parkersburg Local Protection Project, Section 2.
“The drawing has been reviewed and appears to be generally satisfactory subject to the following comments:
“a. In order to prevent subsequent boils during flood periods, all holes shall be filled with a concrete or other suitable impervious material from the top of the sand and gravel (approximate elevation 565.0) to the top of the hole as directed by the contracting officer in the field.
“c. In generally approving the method of excavating and unwatering the excavation, it is to be distinctly understood that you are to assume full responsibility for the adequacy of the method you propose to use in regard to the successful un- *38 watering of the excavation and for the stability of structure adjacent to the excavation.”

A well point system calls for the installation of numerous pipes driven into the underlying earth which, in effect, are wells. When installed, such wells are connected to a larger pipe,and a heavy suction pump is connected with the larger pipe, so that the water may be pumped from the strata of the earth and the water table thereby lowered, the theory being that earth strata so treated would be in a comparatively dry condition.

Core drillings or borings along the right of way where the flood wall was to be constructed at points adjacent to plaintiffs building disclosed that there was vegetable matter in some of the strata, which rendered the ground unsuitable for the foundation.

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Cite This Page — Counsel Stack

Bluebook (online)
62 S.E.2d 289, 135 W. Va. 34, 1950 W. Va. LEXIS 5, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-dispatch-inc-v-e-j-albrecht-co-wva-1950.