The Joan Kunkel

70 F. Supp. 472, 1947 U.S. Dist. LEXIS 2822
CourtDistrict Court, E.D. New York
DecidedMarch 14, 1947
DocketNo. 17705
StatusPublished

This text of 70 F. Supp. 472 (The Joan Kunkel) is published on Counsel Stack Legal Research, covering District Court, E.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
The Joan Kunkel, 70 F. Supp. 472, 1947 U.S. Dist. LEXIS 2822 (E.D.N.Y. 1947).

Opinion

BYERS, District Judge.

In this cause the libelant seeks to recover damages in the amount of $7,000 said to have been suffered by the barge Joan Kunkel when she was being towed from a dock on the westerly shore of the Quinnipiac River at New Haven, Connecticut, to an anchorage off City Point about 1% miles below the dock, on January 31, 1945, as the result of striking ice.

The tug Edna May had her in tow, and the charges of fault, in addition to the stereotyped ones, are that she failed to take proper precautions to avoid injury to the Joan Kunkel by ice; failed to arrange the tow properly; failed to clear a path for the Joan Kunkel; allowed the Joan Kunkel “to come into forcible contact with large and heavy cakes of ice”; proceeded at an immoderate rate of speed Under the circumstances ; and failed to navigate with due regard for existing conditions.

On February 6, 1945, the witness Hague, a marine surveyor, attended on the Kunkel in connection with a requested certificate of seaworthiness, and he found the vessel aground alongside the Wyatt dock. He examined around the bow on both port and starboard sides, and discovered three strakes on both sides and adjacent timbers cut and broomed, and that condition extended aft about 30 feet from a point six to eight feet aft of the stem; side planks, originally four inches in thickness, had been reduced to two inches as the result of recent gouges. On the starboard side forward, namely, 10 feet aft of the stem, a side plank was broken through and crushed in to the depth of 10 inches, and seam caulking on both sides was pulled and disturbed at various locations, and all of this damage appeared to be of recent origin.

That inspection was not a survey of which the claimant had notice, and the latter offered in evidence a copy of the survey held on February 29, 1945, at Sparrows Point, Maryland, which was ex parte so far as the claimant was concerned, which seems to have been held in connection with a claim against underwriters.

The damage according to that document could be repaired for $4,721.25, and included five items not alleged to have been incurred in the towing in question, such as ninety fathoms of anchor chain cable and a 2200 pounds anchor, and the renewal of the port hawse pipe and a port wildcat; these were substantial items, and, being subtracted from the above sum stated in the survey, leave a considerable margin between the $7,000 demanded in the libel and the reasonable amount of the ice damage here alleged.

The Kunkel is a wooden, coastwise barge, having a sharp bow and square stern, and her dimensions are 204.5' by 32' with a depth of 14.7' and draft 10.5', and on the day in question she lay port side to the Schiavone-Bonomo Dock at New Haven, where she took a cargo of scrap iron to about % of her capacity, namely, 800 to 900 tons.

As laden, the Kunkel drew 10% feet forward and 12 feet aft.

The tug Edna May had been instructed by libelant to remove the Kunkel from the dock to the anchorage, and arrived at about 1:30 p. m. for this purpose; in order to do so, she had to make her way through solid ice of a thickness of about 4", which had formed in the river for a distance of about a mile below the dock.

The Edna May is a steamtug, 88' long by 20' in beam, and her engines turn up 350 horse power.

There is no conflict between the testimony of Daugherty, the bargee of the Kunkel, and Erickson, captain of the tug, that the latter opened a path or lane through the ice before she made fast to the Kun[474]*474kel, by steaming back and forth and breaking the ice loose, except as to the width of the path so cleared; Daugherty says it was about the width of the tug, namely, 20', and Erickson says it was 40' to 45'.

Clearly Daugherty must be wrong, because a 32' barge could not proceed in a 20' pathway of broken ice; nor is it likely that the tug would have started the towing operation under such conditions.

Since the Kunkel lay with her port side to the dock and she was towed bow first, it was necessary to clear a space in the water off the dock sufficient' to allow her turning, and this was done; then the Kunkel was taken on a 15 to 20 fathom hawser and, as so made up, the tow proceeded toward the anchorage.

The bargee went into the wheel-house and undertook to steer the barge as she followed the tug, but he testified that he could not do this because the hawser was too short, and after a brief interval of time he abandoned the effort to steer. He does not mention the speed that the tow made, but he says that they were about two hours in covering the mile and a half down to the second railroad bridge, beyond which lay the anchorage ground. The chart does not bear him out in this estimate of distance, but his testimony is in accord with the tug captain’s as to the rate of progress, namely, about a mile an hour.

Daugherty says that, as the tow proceeded, the Kunkel was moving from side to side, breaking ice, namely: “We would swing from side to side, say 5 or 6 feet” and then strike the ice, meaning, it is supposed, the unbroken ice, “strong enough to jar the boat, and the hardest blows were say 15 to 18' aft of the stem”; during the movement the hawser seems to have been lengthened, but where is not stated, but the bargee did say that no other ice but on the sides of the lane struck the Kunkel to amount to anything.

After the barge dropped anchor, the tug left. Apparently the bargee sounded and discovered 4' of water, and started pumps aft, and then went down into the forepeak, “less than an hour after the tug had left” and found water pouring in at the starboard bow, 4' to 5' aft of the stem, and there seemed to be only one place thal was leaking, and that was at the water-line as the Kunkel was laden.

At the time in question the Kunkel carried wooden sheathing to about 18 to 20' aft of the stem (i.e. the greatest beam of the barge), but, as she was laden, the top of the sheathing was below the waterline, which means that the sheathing afforded her no protection against the ice conditions of which she now complains.

In addition to the apparently excessive amount claimed in the libel, the following aspects of the testimony tend to militate against the libelant’s asserted cause:

(1) The theory of the libel is that the damage was caused by floating ice, namely (Article Fifth): “ * * * There was considerable heavy ice in the water. The Edna May proceeded to tow the Joan Kunkel through this heavy ice without taking the proper precautions to protect the Joan Kunkel from forcible contact with such ice as a result of which the Joan Kunkel struck heavily against large thick pieces of ice, sustaining damage.”

The argument now made is that the damage was caused by striking the solid ice on the sides of the pathway which had been opened, due to the swinging of the barge at the end of the hawser. As to that, Daugherty said: “The stem (Kunkel) would move 5 or 6 feet, never got beyond either side of tug.” This would mean that the greatest arc of swing would be described by her stern, and therefore the heavy striking would be aft rather than forward, if it is indeed contact with the ice on the sides of the path which is relied upon to sustain the libelant’s case, but no such damage is shown.

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Related

Monk v. Cornell Steamboat Co.
198 F. 472 (Second Circuit, 1912)

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Bluebook (online)
70 F. Supp. 472, 1947 U.S. Dist. LEXIS 2822, Counsel Stack Legal Research, https://law.counselstack.com/opinion/the-joan-kunkel-nyed-1947.