Smith v. State

49 Misc. 2d 985, 268 N.Y.S.2d 873, 1966 N.Y. Misc. LEXIS 2016
CourtNew York Court of Claims
DecidedApril 6, 1966
DocketClaims Nos. 38863 and 44751
StatusPublished
Cited by3 cases

This text of 49 Misc. 2d 985 (Smith v. State) is published on Counsel Stack Legal Research, covering New York Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Smith v. State, 49 Misc. 2d 985, 268 N.Y.S.2d 873, 1966 N.Y. Misc. LEXIS 2016 (N.Y. Super. Ct. 1966).

Opinion

Henry W. Lengyel, J.

The Power Authority of the State of New York (hereinafter referred to as the Authority) as part of the Niagara Power Project constructed a transmission line over a 300± footwide permanent easement running from Niagara to Utica. The Authority constructed two 345-KV transmission lines with the transmission towers on any single circuit a minimum of 500± feet apart and wires a minimum of 32 feet above ground level.

This decision will, of course, set forth this court’s findings and conclusions relative to the effect of the said easement on the Smith property. However, by stipulation entered into at the start of the trial, it was also agreed that the testimony upon the common issues of consequential damages presented both by the claimant Kathleen Gunn Smith and the Authority should be read into and become a part of the records of 11 other claims when said claims are tried. We refer to said stipulation (Exhibit "1”), the oral stipulation of the attorneys of record in Claim No. 39653 and the oral stipulation of the Authority’s trial counsel for the list of claims which are affected by said stipulation. It was also agreed that one attorney would present all of this [987]*987proof on the part of the claimants and one attorney on the part of the Authority. Because of illness in his family, the original trial counsel for the Authority was forced to withdraw midway in the trial. Another trial counsel completed the case with the consent of claimant’s trial counsel.

This was an exceptionally well tried case, conducted by three very able, well prepared, and vigorous advocates. There have been several trials in claims involving this particular transmission casement. (See, Clark v. State of New York [three claims], 33 Misc 2d 129,134, and 402, mod. 20 A D 2d 182, affd. mem. opn. 15 N Y 2d 990; Olin v. State of New York, 41 Misc 2d 678; La Valle v. State of New York, 47 Misc 2d 1061.) The basic cases on this subject are the three “ test ” cases which were considered in the Clark {supra) decisions. We advert to those particular decisions at this time because we believe there has been a misinterpretation as to the holding of Judge Bastow, writing for the Appellate Division, relative to the question of consequential damages.

In our opinion, Judge Bastow held that, under the terms of the Authority’s permanent easement, as clarified, the claimants’ property was not severed; that there was still access across the easement area; and, therefore, there was not any consequential damage caused to the remaining lands by reason of a severance or a loss of access. Further, it was held that under the state of the record in each of the particular claims, i.e., farm use, potential subdivision development use, and industrial use, there was no substantial proof that the permanent casement and transmission line constructed thereon adversely affected such uses. The appellate court did not hold that there was not, or could not be, consequential damage to all types of remaining property except, of course, as counsel might try to tie such damage into loss of access.

The question of the construction of the transmission line and possibility of danger from the line as constructed or of interference Avith appliances Avas explored at some length on direct and cross-examination. The principal witnesses in this respect were State witnesses, Warren 0. Petersen and ¡Reino Saloma.

Mr. Petersen was in considerable measure responsible for the design and supervision of the construction of the towers and foundations. Ten different towers were designed with the two primary designs being for a span of 1,000 feet and a span of 1,500 feet. The average height of the toAvers Avas 80 feet from ground level to the cross arms and another 12 feet to the top of the toAver. The average cross-arm Avidth was about 68 feet. The towers Aveiglied approximately 10,000 pounds. They [988]*988were designed with a safety factor of four to one, i.e., it was determined what was required to carry the load and the towers were designed four times as strong as required. The elements primarily taken into consideration in determining the safety factors were the weight of the conductor and static lines, the weight of one-half inch of ice on the lines and the weight of the towers. There were nine different foundations designed for varying soil conditions. The design engineers designed the foundations with a greater strength and safety factor than that incorporated in the tower designs. The average foundation was 28 feet by 28 feet in dimensions. It was this witness’s expert opinion that there was no danger or hazard in this transmission line structurally in place. He pointed out that about 1,700 towers were installed and had been in position since 1960 and 1961. He knew of no structural failure along the entire line since its construction. His firm was and still is the consulting engineering firm responsible for the construction and maintenance of said transmission line.

Mr. Saloma is an electrical engineer and was the project engineer in charge of the design of the current carrying conductors and was also charged in part with the supervision of said construction. He testified that the transmission line was designed with a current carrying potential of 345,000 volts. There were three sets of conductor lines on each tower, each conductor line consisted of two bundles of conductor wires spaced 16 inches apart. There were 35 feet between each conductor line or a total spacing on each tower of 70 feet between the left and right conductor lines. There were two tower lines on this permanent easement. The conductor lines were parallel to one another and there was a distance of 150 feet between the center conductor lines on each tower line. The conductor lines occupy a space of about 220 feet within the 300-foot permanent easement. There were between 35 to 40 feet from the two outside conductor lines and the easement boundary lines. Said conductor lines were a minimum of 32 feet from ground level and had a maximum lateral ifiovement possibility of 30 feet. There were also two shield wires or static lines on each tower which ran above the current carrying conductors. The primary function of the shield wires was to protect the conductor lines from lightning. It was this witness’s opinion that the conductor and shield lines had a life expectancy of 100 years. The design of the line contained safety devices so that, if there was a break in a conductor line, it would be de-energized in l/12th of a second. It was this witness’s expert opinion that there was no element of danger to persons or property either outside the limits or within the limits of the [989]*989permanent power easement. It was admitted that in weather of high humidity there could be a corona at the connecting point of the conductor line and the insulators. This was caused by lost energy which dissipated in heat and was not considered dangerous.

Both Mr. Petersen and Mr. Saloma agreed that some catastrophic happening could occur which could knock down these towers and lines. However, implicit in their testimony was the conclusion that such a catastrophe would cause many more serious problems of danger and harm than that to be realized from the transmission line. The claimant submitted findings of fact No. 30 which stated: “That the electrical systems, lines, towers and tower foundations are not foolproof ”. This court is of the opinion that nothing is foolproof. However, we do not believe we have to make such a far-reaching determination in this decision.

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Related

Miller v. State
117 Misc. 2d 444 (New York State Court of Claims, 1982)
Nyczepir v. State
76 Misc. 2d 804 (New York State Court of Claims, 1973)
Gustafson v. State
76 Misc. 2d 260 (New York State Court of Claims, 1973)

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Bluebook (online)
49 Misc. 2d 985, 268 N.Y.S.2d 873, 1966 N.Y. Misc. LEXIS 2016, Counsel Stack Legal Research, https://law.counselstack.com/opinion/smith-v-state-nyclaimsct-1966.