Conklin v. R. P. & J. H. Staats Co.

155 F. 818, 1907 U.S. Dist. LEXIS 225
CourtDistrict Court, D. New Jersey
DecidedJuly 24, 1907
StatusPublished
Cited by1 cases

This text of 155 F. 818 (Conklin v. R. P. & J. H. Staats Co.) is published on Counsel Stack Legal Research, covering District Court, D. New Jersey primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Conklin v. R. P. & J. H. Staats Co., 155 F. 818, 1907 U.S. Dist. LEXIS 225 (D.N.J. 1907).

Opinion

CROSS, District Judge.

The libel-in this case was filed for the purpose of recovering damages for injuries to the scow-Sarah while used for carrying crushed stone, also for the loss of her furniture, tackle, cargo, etc. The respondent is a New Jersey corporation, and at the time of the injury to the scow was engaged in building docks and piers for the North German Dloyd Steamship Company, on the Hudson river at Hoboken, to replace docks and piers which had been destroyed by fire. ■ The contract involved work of great extent' and importance, and which, although commenced in 1900, was not completed and turned over to the steamship company until 1906. , A fire had destroyed all the superstructure'of- the old piers, but had left the stumps [819]*819of a large number of piles standing in the river bed, and the first work of reconstruction required the removal of these old and partially burnt piles. This work, in so far as it embraced the removal of the piles which showed above low water, was done by the respondent. Then the necessary dredging followed, which, when completed, was of a depth of 30 feet below low water, but at the time of the accident was of a depth of 25 feet only. That work, however, was not performed by the respondent, but by an independent contractor. When the respondent had pulled all of the piles which showed above low water from the whole or a portion of an old pier site, the dredging was begun over the area thus cleared, during.which operation any piles found below low water were removed by the dredgers as a necessary incident to the continuance of their work. The dredging, when completed, embraced the entire sites of the old piers and slips, but at the time of the accident extended only to the former pier sites and a margin of 25 to 40 feet or more on either side thereof. There is some conflict in the testimony as to when this preliminary dredging was completed, but I think it sufficiently appears that it was substantially finished during the year 1901. Some work of that character, however, was performed during the entire period of construction. The piers were from 800 to 950 feet long, and the slip in which the accident occurred was 250 feet wide.

A contractual relationship existed between the parties to this suit, which was established in the following manner, and for the following purposes: In January, 1901, the Rockland Lake Trap Rock Company, which is shown to have been the selling agent of the libelants, opened negotiations with the respondent for the delivery of crushed stone at the piers, to be used in their construction. These negotiations were carried on by the Rockland Lake Trap Rock Company, as agent for the libelant. On January 31, 1901, the Staats Company accepted the proposal of the libelant to furnish 20,000 cubic yards of broken trap rock, to be delivered f. o. b. scows at their work at Hoboken, N. J. More definite information, however, was to be given later as to the time when the stone would be required. Pursuant to this contract, stone was delivered during the following season and until navigation was about to close in the fall of 1901. The respondent, requiring some stone for its use during the winter season, communicated with libelant by a letter dated December 13, 1901, in which it requested that 3,000 cubic yards of stone should be delivered to them before navigation closed, and that the scows laden with the stone should remain in Hoboken during the winter months. This proposal was accepted. The respondent’s letter making the request contained the following paragraph:

“Confirming our conversation to-day with reference to the delivery to ns of several scow loads of broken stone for use in our work at Hoboken during the winter, we understand that you will send us five scow loads of such stone, containing about 3,000- cubic yards in all, and will deliver the same alongside the North German Lloyd docks at Hoboken, within the next few days, allowing them to remain there during the winter months. Also that we may use the stone from these scows as occasion requires without charge for demurrage to fis until such time as a scow is taken from the lot for our use, anddemurrage shall only accrue on that scow after sufficient time has elapsed in [820]*820which to unload' the scow at a minimum rate of 75 yards per day (Sundays and holidays excepted). The scows-while lying in-the slip to be solely at your risk, and you will provide such men as may be needed to look after them, and when a scow shall have been unloaded by us you will remove it from the premises.”

Pursuant to1 this arrangement, the scow Sarah, laden with crushed stone, was towed to Hoboken, N. J., and tied up on the north side of Pier No. 2, December 29, 1901. Her tie up at that point was made pursuant to a telephone message received by the libelant from respondent’s office. The scow, still-laden with the stone, lay at this mooring until January 3, 1902, on the evening of which day a tugboat The Castor, belonging to the North German Lloyd Steamship Company, took her in tow, and conveyed her over and across the slip between piers 1 and 2 to- the south side of pier No. 1, about 150 feet from its end, and directly opposite the point at which it lay while at pier 2. Two other scows of libelant were already tied to the south side of pier 1, but at points nearer the bulkhead line. The removal of the Sarah was made by the tug at the instance of the respondent. The scow had -a draft of 10 feet. She was two years old, in good condition, and in charge of a captain, so called, although he was little more that a caretaker, since the scow was without any means of self-propulsion. The scow was moored on the south side.of pier 1, breast off five feet, and was tied with two breast and two spring lines. The tide was. ebbing rapidly, aided by a strong westerly wind which had been blowing for two days, and which had caused the tide at the time of the accident to fall from 18 inches to 2 feet lower than usual. After the scow had laid at her new mooring about three-quarters of an hour, she began to list away from the pier. Her captain sounded the water around her with a 16-foot pole to see if the water were shallow, but he found no bottomi. He then went down into the hold, and heard water beginning to trickle slowly in. While he waited on the scow, a pile broke through her bottom, and she careened over gradually to the port side. He then went up the pier to look for help, and, when he came back a few minutes after, the scow lay bottom up with one corner on the pier, and the other in the water. He tried to ease up the lines to see if she would slide off, but she did not. While she lay there, the watchman says he saw a jagged hole in her bottom 16 or 17 inches wide by about 2 feet in length. The hole was about one-third of her length from the bow, -and about two feet from her starboard side, which had lain next to the pier. Subsequent examination of the scow at a dry dock to which she was taken for repairs showed that the injury to her was in all probability caused by her bottom coming in contact with a sunken pile, which, owing to the weight of her load, was forced through and rammed up in her hold as far as it could go, about nine feet, and then, when the scow capsized by the spilling of its load, was broken off and a piece thereof, about eight feet in length, left in her hold in a reclining position between the stanchions and cross-pieces. The portion of the pile found in the scow was a little less than 15 inches in diameter, about 9 feet long, and was in good condition, although it had a few barnacles on it. At one end appeared what is called a “battered break,” as though a heavy weight had rested [821]*821on it.

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Related

Conklin v. R. P. & J. H. Staats Co.
161 F. 897 (Third Circuit, 1908)

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Bluebook (online)
155 F. 818, 1907 U.S. Dist. LEXIS 225, Counsel Stack Legal Research, https://law.counselstack.com/opinion/conklin-v-r-p-j-h-staats-co-njd-1907.