Pedrick v. Railroad

143 N.C. 485
CourtSupreme Court of North Carolina
DecidedDecember 22, 1906
StatusPublished
Cited by18 cases

This text of 143 N.C. 485 (Pedrick v. Railroad) is published on Counsel Stack Legal Research, covering Supreme Court of North Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Pedrick v. Railroad, 143 N.C. 485 (N.C. 1906).

Opinion

CoNNOR, J.,

after stating the case: This appeal was argued before us with marked ability and learning, counsel citing authority for the support of their several positions. His Honor did not find the facts upon which he based his judgment refusing the injunction.

It will be convenient, in the discussion of the question presented, to state the uncontroverted facts material to the decision. The town of Washington, conceded to be a prosperous commercial community, containing about 8,000 inhabitants, is located on the north side, we will assume, of Pamlico River, about thirty-six miles above its mouth and (for this purpose) about three miles below the conjunction of said river with Tar River. The said river from its mouth to and above said town is navigable. That considerable traffic has been and is now carried on by the people of said town, over said river, with people living above and below Beaufort and adjoining counties. That said traffic is carried on by means of sailing, steam and gas vessels of considerable tonnage; that said river flows by and past the entire length of said town; there are a large number of wharves, stores, warehouses, together with several sawmills to which logs are brought in rafts from above and below said town, and the lumber is carried to market on barges towed by tugs down said river. That these mills and wharves are located both above and below the county (or highway) bridge which crosses said river, abutting on one of the streets of said town, the larger number of said mills and wharves being below said county bridge. The county bridge has a draw of thirty-six feet.

[493]*493The defendant’s resident engineer makes an affidavit to wliicb is attacked a map skowing tke formation of tke banks of tke river, widtk of tke ckannel, location of bridge, distance, etc. We find no contradiction, in any material respect, of the statement made in tkis affidavit. After stating kis opportunities for knowing tke facts to wkick ke testifies, ke says:

“That from a point below tke draw of tke said bridge, a distance of 2,500 feet, tke ckannel runs a practically straigkt course, about northwest by north coming up, and southeast by south going down. That tke ckannel continues then in a straigkt line above tke said draw for a distance of 1,300 feet. That any vessel coming up tke said river has a direct approach to tke said draw of 2,500 feet, and any vessel going down tke said river has a direct approach to tke said draw for a distance of 1,300 feet. That a direct approach to tke draw in tke county bridge, wkick crosses tke said river from Bridge Street in said town, going up tke said river, is about 450 feet; and that coming down tke said river a direct approach can be made to tke said county bridge 'draw for a distance of about 950 feet. That above tke town of Washington tke ckannel becomes more winding and crooked, and there is no point on the' river between tke town of Washington and tke point three and one-half miles up the said river where tke ckannel continues a straigkt course for a longer distance than 2,400 feet. That affiant has had opportunities of experience and observation in tke matter of tke construction of bridges across navigable waters, and knows that the bridge now being built by tke said company is modern in character and of approved design, and that tke draw of tke said bridge is of a character recognized by tke experts as being safe, convenient and readily opened and closed, and suck as is in common use in railroad bridges at tkis time. That from Willow Point above, tke course of tke river is very winding, with sharp turns and short stretches of water, and tke location of a bridge [494]*494across tlie stream above Willow Point would, of necessity, more seriously interfere with the navigation of said river above Willow Point than can the bridge located as is now proposed be to navigation upon the river from Washington to points below. That during the month of September pilings were driven at the points at which 'will be placed the center pier and end piers of the draw of the said railroad bridge. That from the time of the driving of these pilings until this date there has been left open and clear for the passage of water craft something more than half of the total space that will be provided for the passage of such craft after the said draw is completed. That during this time, that is to say, from the early part of September, affiant has been daily either on the said river or on the shore thereof opposite the proposed draw, and has seen every day numbers of sailing vessels, steamers, gas-boats, tugs and barges, and tugs with rafts of logs in tow, pass through said space without delay, inconvenience or difficulty. That affiant has at times seen a tug with two barges in tow, the said barges lashed together, pass through the said space, and has, at other times, seen the tug with two barges, one behind the other, pass through the said space without difficulty. That during the period of time referred to, the wind has been variable; unusually heavy tides have prevailed, and a considerable portion of the time the weather has been what is commonly called stormy. That the construction of the said bridge, in accordance with the plans, will not have the effect of causing the channel of the river, either at the draw of the bridge or above dr below the same, to fill up, but, on the contrary, the tendency would be to avoid the result. The plan upon which said bridge is being constructed will leave a space in the channel of the said river not less than seventy feet wide, and another space of the same width, which will become a part of the channel. That the plan attached shows the general elevation of the draw-spam of this railroad [495]*495bridge tbe depth of the water on each side of the center pier and between it and the two end piers. That upon the plan is indicated the relative location of the center and end piers, the space left open for the passage of water craft and the depth of the water at mean low-water level. That this plan has been made after a thorough sounding and examination of the said river and the bottom thereof, and is correct. That the depth of the water between the center pier and the end pier, to the south, runs from ten feet on the southern edge to twelve feet next the center pier. That the depth of the water between the center pier and the north pier runs from twelve feet and six inches to thirteen feet; and this depth is practically maintained in the channel for a distance of about two hundred feet below the draw and' for the same distance above.”

The defendant’s charter, Private Laws 1903, ch. 1, authorizes the company to construct a railroad from Ealeigh in Wake County in an easterly direction * * * to or near the town of Greenville; thence on the south side of Tar Elver to some point on, near, across river in Pitt or Beaufort counties, above or near the town of Washington; thence to or near the town of Washington * * * as shall be determined by said board of directors.” The charter was arfiended by the General Assembly, Private Laws 1905, ch. 5, permitting the road to be carried to Snow Hill, in Greene County; thence to Greenville thence “to or near some point on the south side of Tar Eiver in Pitt or Beaufort cbunties,” etc.

Defendant alleges, and it is not denied, that prior to' the amendment of its charter by the General Assembly of 1905, it “proceeded to lay out and locate its line of railroad, and determine upon crossing the said river at the point at which it now proposes to construct its bridge.” That on the day the summons was issued in this action, the bridge was more than one-fourth completed. We omit any reference to the

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Bluebook (online)
143 N.C. 485, Counsel Stack Legal Research, https://law.counselstack.com/opinion/pedrick-v-railroad-nc-1906.