Gural v. Terry Contracting, Inc.

178 F. Supp. 766, 1958 U.S. Dist. LEXIS 3220
CourtDistrict Court, S.D. New York
DecidedOctober 9, 1958
StatusPublished

This text of 178 F. Supp. 766 (Gural v. Terry Contracting, Inc.) is published on Counsel Stack Legal Research, covering District Court, S.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Gural v. Terry Contracting, Inc., 178 F. Supp. 766, 1958 U.S. Dist. LEXIS 3220 (S.D.N.Y. 1958).

Opinion

LEVET, District Judge.

This is a suit brought by Charles Gural as libellant (hereinafter called “Gural” or “libellant”) against Terry Contracting, Inc. (hereinafter called “Terry” or “respondent”) to recover damages for the sinking of libellant’s scow or craneboat, New Jersey, which occurred on October 28, 1955, in the Harlem River, New York City, while said scow was moored to an abutment of a bridge commonly known as the Third Avenue Bridge.

The respondent Terry impleaded L. & J. Concrete Corporation (hereinafter called “L&J” or “respondent-implead-ed”), which had been engaged in loading the scow with broken concrete prior to the sinking.

After hearing the testimony of the parties, examining the exhibits, the pleadings and briefs submitted by counsel, this court makes the following Findings of Fact and Conclusions of Law:

Findings of Fact

1. That at all times mentioned hereinafter the libellant Gural was the sole owner of the scow or craneboat, New Jersey.

2. That at all times hereinafter mentioned the respondent Terry was and still is a domestic corporation with an office and place of business located in the City of New York, within the Southern District of New York and within the jurisdiction of this court.

3. That at all times hereinafter mentioned the respondent-impleaded L&J was and still is a domestic corporation with its office and principal place of business located in the City of New York, within the Southern District of New York and within the jurisdiction of this court.

4. That in or about the month of October 1955, the respondent Terry was engaged as general contractor in repairing and improving the Third Avenue Vehicular Bridge, which spans the Harlem River in the City of New York and that included in said work was the demolition and removal of the old concrete roadbed of the bridge. (See S.M. 170.)

5. That on or about the 13th day of September 1954, the respondent Terry and respondent-impleaded L&J entered into a certain contract or subcontract whereby the said respondent-impleaded L&J agreed among other things to demolish and remove the existing pavement on the said bridge and to dispose of the said removed material, which material, broken concrete, was to be loaded on barges to be moored on the fender svs-[768]*768tem of the bridge. (See Exhibit A: S.M. 172.)

6. By said contract between Terry and L&J, L&J agreed among other things as follows:

"28. Should any person, or persons, or property be damaged or injured by the Subcontractor, or by any person, or persons employed under it in the course of the performance by it of this agreement or otherwise, whether by negligence or otherwise, said Subcontractor shall alone be liable, responsible and answerable therefor and does hereby agree, to and with the Contractor, to hold harmless and indemnify the Contractor of and from all claims, suits, actions, costs, counsel fees, expenses, damages, judgments or decrees by reason thereof.”

7. That sometime on or about October 24, 1955, the respondent Terry entered into a written agreement with the libellant Gural, under the terms of which the said Gural was to furnish a scow to be placed alongside the said fender system into which scow the concrete rubble aforementioned could be loaded. This agreement was as follows:

“Monday, October 24, 1955

“This is your order to furnish an empty scow alongside the fender system of the swing span pier of the Third Avenue Vehicular Bridge on the Harlem River and to remove the scow and its contents of demolished roadway from the swing span and to dispose of the said contents. “You will cover all insurance required on the scow and its towing and provide necessary permits.

“It shall be your responsibility to maintain this scow afloat while towing.

“The price for this work shall be ......$850.00

“The scow shall be delivered to the job-site on Monday morning, October 24, 1955.”

In my opinion, the above agreement between Gural and Terry contemplated a limited form of charter-demise of the New Jersey in the nature of a bailment during the loading operation.

8. On or about Sunday, October 23, 1955, the libellant Gural delivered the scow New Jersey at the fender system of the said bridge and moored it so that its port side was along the westerly side of the bridge fender.

9. The said scow New Jersey was a wooden deckscow, 100 feet long, 30 feet wide and 10 feet in depth. It had 6 inch side planks, 4 inch bottom planks, 6 to 9 keelsons, 2 interior longitudinal bulkheads and was X-braced throughout. A cabin, 6 feet wide, was located 2 feet from the stern of the scow, and at the time of her delivery to the jobsite a 30 ton crane with 10 foot tracks was located on the center line of the scow one foot forward of the cabin. (SM 19, 40-42.)

10. An examination of the scow immediately prior to its delivery by Gural showed that the seams were closed and that water in the scow existed only to the extent of 1 and that at one end thereof. (SM 32-37.) It also appears that in August 1955, some 2% months prior to the loss, the scow had been surveyed by a marine surveyor and was found to be staunch and seaworthy. (SM 134-137.) There appears to be no doubt, therefore, that the scow, at least at the time of the delivery, was seaworthy. The fact that some water came aboard did not of itself make it unsea-worthy.

11. The broken concrete was loaded onto the scow by L&J as follows: Approximately 8 men were employed; 3 of the men gathered the concrete in piles and 2 or 3 maintained the ramp or the planks on the scow, while 2 others operated the two wheelbarrows, conveying the material to the scow. The concrete was spread over the flat surface in a fairly level area of about 20 x 20 feet, perhaps 20 to 25 feet back from the bow end of the scow. (SM 217-218.)

12. The libellant Gural conceded that during the period of the loading the following acts or conversations took place:

[769]*769(1) That on Monday, October 24, he had a conversation with Megill, superintendent of Terry, and that he told Megill that he, Gural, would be in every day to “check” the loading. (SM 42-43.)

(2) That he went to the site of the scow on Tuesday, October 25, at which time some concrete had been loaded at the bow end; that he came back in the afternoon sometime past noon, at which time additional concrete had been loaded, apparently a certain distance from the bow end of the scow. (SM 44-47.)

(3) That he inspected the scow on Wednesday, October 26, in the morning. (SM 47-48.)

(4) That on the evening of October 27, he examined the scow and found a slight list to the starboard side; he did certain pumping, and finding a seam open, caulked the seam. (SM 49-52, 59, 69, 81.)

(5) That he had observed the loading of the scow and particularly that the loading was being concentrated on too small an area; that it was not being loaded properly, but that he did not tell anyone to stop the loading. (SM 59, 69, 73-74.)

(6) That about October 25 he brought up a part-time employee by the name of Orsini and instructed Orsini to call him if the scow ever took on any water (SM 77); that he had told Orsini to be present on the morning of the 28th. (SM 96-97.)

13.

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Bluebook (online)
178 F. Supp. 766, 1958 U.S. Dist. LEXIS 3220, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gural-v-terry-contracting-inc-nysd-1958.