Symons v. Golubic

58 Pa. D. & C.2d 76, 1972 Pa. Dist. & Cnty. Dec. LEXIS 242
CourtPennsylvania Court of Common Pleas, Mercer County
DecidedJanuary 31, 1972
Docketno. 1
StatusPublished

This text of 58 Pa. D. & C.2d 76 (Symons v. Golubic) is published on Counsel Stack Legal Research, covering Pennsylvania Court of Common Pleas, Mercer County primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Symons v. Golubic, 58 Pa. D. & C.2d 76, 1972 Pa. Dist. & Cnty. Dec. LEXIS 242 (Pa. Super. Ct. 1972).

Opinion

ACKER, J.,

This adjudication is made following the receipt of testimony in this equity action.

STATEMENT OF ISSUES

There are four basic issues which have been presented. They are: (1) Are plaintiffs barred by laches? (2) is there liability upon the owners of the property? (3) is there liability upon the S. J. Groves & Sons Company which placed the spoil and waste upon the Golubic and Stonebraker land? (4) if there is liability, what are the damages? These matters are subsequently discussed.

FINDINGS OF FACT

1. Plaintiffs purchased the subject property con[78]*78sisting of 203 acres which contain 80 tillable acres and 123 nontillable acres on May 4,1961, for $18,600.

2. Located on the western portion of plaintiffs’ property and running from north and south across that portion is the east branch of the Neshannock Creek which, after passing south off of plaintiffs’ property, flows through a neighbor’s property of Dan D. Byler and on to defendant’s, Alice A. Stonebraker’s, property.

3. Alice Stonebraker died on May 17, 1971, and her son, James Stonebraker, was appointed administrator of her estate on December 9, 1968, and was substituted in this action as party-defendant.

4. In 1955, defendants, Golubic, purchased their land consisting of 94 acres, which is located to the south of plaintiffs’ land and east of Stonebraker. The channel of the creek as reconstructed by defendant, Groves, was 72 feet from the west boundary of Golubic.

5. Defendant, Groves, is a construction contracting company which was the successful bidder on the section of Interstate No. 80 involved in this case.

6. As a part of the construction of Interstate No. 80, it was necessary to erect two large bridges across the valley created by the east branch of the Neshannock Creek positioned on columns and also to straighten out and channelize the flow of the creek itself as it passed underneath the spans of the parallel bridges.

7. As designed and by the State plans, the channel was to be constructed for a total length of 775 feet, which included the area immediately under the spans and north of the spans as well.

8. The flow of the creek prior to the construction was a gently falling, slow moving, generally shallow creek which divided in the area where the bridges [79]*79were eventually constructed passing around a small island between the two branches. The valley through which the creek passed was at times referred to as Pine Hollow Creek and was known by the local residents, various fishermen and hunters as being a generally marshy, dense, grownup area. Maps previously made of the area so indicate.

9. In 1963, Groves commenced work on the stream bed to attempt to straighten it and fill the marshy area so that it could be channelized.

10. It became apparent to Grove that it was necessary to find a place for “wasting” which in the trade is placing unnecessary rock, shale and dirt in an area away from the actual construction. Pursuant to that purpose, Groves entered into a written agreement with defendants, Golubic, on September 11, 1963, being Golubic’s defendant’s Exhibit C, permitting it to dump stump, stones, brush and excess material on their property, north of the west bound lane of Interstate No. 80 and to construct a temporary road from State Route No. 468 across their property to new Interstate No. 80.

11. A written contract was entered into between Alice Stonebraker and Groves on August 28, 1963, to permit upon her property the placing of fuel tanks, powder magazines, cap magazines and temporary top soil storage site. Oral testimony disclosed that, in addition, there was an oral agreement between Groves and Stonebraker to permit the placing of “wastage” upon her land north of Interstate No. 80.

12. Although a fill area was first erected in 1963 and was referred to in plaintiff’s testimony as “Dam No. 1” under what subsequently became the overhead bridges on Interstate No. 80, this court does not find that this crossing in any way caused damage to plaintiffs now prayed for.

[80]*8013. Defendant, Groves, in 1964 commenced, with the consent and permission of defendants, Golubic and Stonebraker, the “wasting” of spoil north of the right-of-way of Interstate No. 80 and proceeded down to the bed of the stream when defendant, Groves, pushed three or four 26-inch pipes into the stream bed and covered it with additional wastage.

14. The crossing over the stream bed was 30 feet in width and carried scrapers across the creek which unloaded weighed 70,000 pounds and which on occasion would pass each other on their journeys at the crossing.

15. Defendant, Groves, filled the first proposed wastage area to the level of approximately four feet above previous ground level and found that it had a need for additional wastage area and obtained permission of the property owners, Golubic and Stonebraker, completing the wasting.

16. In 1964, Groves removed the pipes from the crossing, but did not remove the roadway. It left a “spillway” which was supposed to permit the same flow as existed before the construction started, but which retained the same level as when the pipes were in place.

17. Commencing in 1964, water above the level previously contained within the confines of the creek and its surrounding low land began to rise. The water level increased until the year of 1965 when it reached its maximum height with the exception of that which would accumulate because of unusual seasonal rains.

18. As a result of the elevation in the water by measurement on October 20, 1967, it had a water mark of 1,031.71 feet above sea level which amounted to about a 12-foot depth of water at the dam site and covered approximately 56acres of “bottom land” of plaintiff.

[81]*8119. The water backed up to the north of the area of the fill of Groves.

20. Groves did not leave the road construction operation and remove its equipment until the late fall of 1964.

21. The cause of the water backing was the fill made by wasting and the failure to retain the level of the channel of the creek at its original level.

22. In the summer of 1964, John Golubic placed a 20-foot long wire screen held with iron pipes just north of the crossing road against the dam.

23. Although, occasionally, branches and other similar debris would become collected upon this screen, neither the screen nor the debris made any appreciable difference in the elevation of the water level and was not the cause of the flooding.

24. Permission was never obtained from the Department of Forests and Waters or the Water and Power Resources Board of the Commonwealth of Pennsylvania for the erection or retention of the dam, although inquiry was made by John Golubic of the Division of Dams and Enforcements in the late spring of 1964. By a return letter from A. M. Lunetta, Chief of the Division of Dams and Enforcements, Golubic was informed that no permit is required for a dam not exceeding three feet in height and a stream not exceeding 50 feet in width where such dam is constructed for the sole purpose of creating a pool for fish and fishing purposes. Although it was suggested that Golubic submit a detailed plan for the dam, none was ever actually submitted.

25. Plaintiff, Symons, first noted that his land was flooded in the late fall of 1964.

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Bluebook (online)
58 Pa. D. & C.2d 76, 1972 Pa. Dist. & Cnty. Dec. LEXIS 242, Counsel Stack Legal Research, https://law.counselstack.com/opinion/symons-v-golubic-pactcomplmercer-1972.