STATE, DEPT. OF HIGHWAYS v. Browning
This text of 315 So. 2d 784 (STATE, DEPT. OF HIGHWAYS v. Browning) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.
Opinion
STATE of Louisiana, Through the DEPARTMENT OF HIGHWAYS
v.
Anthony L. BROWNING.
Court of Appeal of Louisiana, First Circuit.
*785 E. Drew McKinnis, Baton Rouge, for appellant.
Jerry F. Davis, Baton Rouge, for appellee.
Before LANDRY, BLANCHE and YELVERTON, JJ.
BLANCHE, Judge.
Defendant-appellant, Anthony L. Browning, appeals from a judgment of the Nineteenth Judicial District Court which awarded him $12,483 less $6,489 already paid into the registry of the court, together with legal interest on the balance. The sum awarded represents just compensation for land expropriated for state highway use. Expert witness fees were set at $1,250 and were taxed as costs to the *786 plaintiff. The plaintiff has neither appealed nor answered the appeal.
The instant taking occurred pursuant to State Project No. 254-02-17 which widened to four lanes State Route Louisiana 37, commonly known as Greenwell Springs Road, in East Baton Rouge Parish. The total taking amounted to 3,141 square feet from the front portion of defendant's service station, together with improvements thereon.
The State offered $1,797 for land and improvements and $4,692 for damages to the land for a total of $6,489. The defendant refused said offer and that sum was deposited in the registry of the court. Thereafter, the taking occurred on January 20, 1972, pursuant to Part XVIII of Title 48, Revised Statutes of 1950.
The subject tract is located five and one-half miles east of the Airline Highway where Sullivan Road intersects Greenwell Springs Road. It is comprised of 9.33 acres and is irregular in shape, fronting 202.18 feet on Greenwell Springs Road but is much wider in the rear. The service station fronts on Greenwell Springs Road where it has been for approximately twenty-five years. One hundred feet to the rear of the station is defendant's frame dwelling, and all parties agree that it was not affected by the taking. While the service station site is commercial, the rear of the tract is considered rural residential or agricultural.
The station is of varying construction, as the defendant improved the property with the passage of time. The entire front is brick block, however, the rear of the building is of a less substantial nature. The entire structure totals approximately 2,100 square feet of floor space.
The station's only gasoline pump island lay within the expropriated part and all parties agreed that as a result of the taking, the station was rendered useless. The trial of the matter centered around the value of the land and improvements taken and the severance damages which resulted therefrom.
Both the plaintiff's and defendant's experts agreed that the frontage on Greenwell Springs Road had a different use potential from the rear land. All experts used a front land-rear land approach or a modification thereof.
The plaintiff's expert, Carl J. Snyder, used three comparable sales and concluded the front two acres of the subject tract were worth $7,500 per acre or 17 cents per square foot at the time of the taking. Therefore, he valued the 3,141 square feet taken at $534.
$1,646.80 was his estimate of the replacement value of the equipment located within the pump island. He then depreciated those improvements by two-thirds, leaving $549 as the value on the day of taking. Accordingly, he concluded the total compensation due for the land and improvements was $1,083.
Concerning severance damages, Snyder utilized the testimony of George B. Schoonmaker, the State's expert in the field of maintenance and construction of service station retail outlets, and determined the cost to build a similar service station and install the appropriate equipment was $22,127.06. This value was depreciated by two-thirds and $7,377.16 was estimated as the value of the station at the time of taking.
Utilizing $1,000 per acre as the value of the rear seven acres, and rounding off his figures, he concluded the total land value at the time of taking was $22,330. Therefore, the value of the land plus the physical facilities at the time of the taking totaled $29,700.
To determine the value of the total land and improvements after the taking, he valued the remaining improvements at zero, and subtracted $2,000 which was the estimated cost to demolish the building, from the value of the naked land and determined *787 that the total value of the property affected by the taking was $20,250. The value of the land plus improvements after taking was then subtracted from the value before taking, and he concluded the property was damaged to the extent of $8,567.
Snyder then added the above severance damages to the value of the part taken and arrived at a total just compensation due of $9,650.
The plaintiff's other appraiser, Alvin K. Seago, agreed basically with Snyder's approach and he also used three comparables, though different from Snyder's, to arrive at the value of the land at the time of taking. He estimated the front one acre to be worth $16,174 and the rear eight acres, $1,000 per acre. For the 3,141 square feet taken, he arrived at a value of $1,166 and then added $440 as the depreciated value of the pump island improvements and determined that the value of the land and improvements actually taken was $1,606.
Regarding severance damages, Seago estimated the total land and improvements to be worth $44,811 before, and $34,412 after the taking. Therefore, by subtracting the value after taking and the $1,606 value of the land and improvements actually taken he arrived at a figure of $8,793 as severance damages.
His total compensation, therefore, was $10,399, arrived at by adding the $8,793 severance damages to the $1,606 value of the land and improvements actually taken.
The defendant's expert. Norbert J. Schexnayder, Jr., utilized three comparables which were sales for convenience stores and service stations in the general vicinity of the subject tract and arrived at a value of one dollar per square foot for the 3,141 square feet of land actually taken or $3,141. He then valued the depreciated improvements within the pump island at $1,650, added the $3,141 land value, and concluded the total land and improvements actually taken were worth $4,800.
Regarding severance damages, Schexnayder utilized one dollar per square foot for the entire tract and arrived at a total land value of $40,850. To replace the station proper, he estimated a cost of $28,729. He then applied variously thirty, forty and fifty percent depreciation to the different groups of improvements, which resulted in a value of $15,600 for the station and pump island at the time of taking. This figure, added to the land value, gave a total of $56,450 for the entire land and improvements. To arrive at the value of the improvements, Schexnayder used his own estimation and not the estimate of a service station construction expert as did the plaintiff's appraisers.
Regarding the value of the entire tract after taking, Schexnayder indicated that the value of the service station was completely lost as a result of the taking and those improvements, therefore, would require removal from the property. In this conclusion, all the experts for both sides agreed. It was the concensus of all that the service station building could no longer be utilized for any commercial enterprise as it lacked adequate distance from the road and in any event removal of the buildings would be necessary in order to reconstruct a new commercial enterprise thereon.
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Cite This Page — Counsel Stack
315 So. 2d 784, 1975 La. App. LEXIS 3912, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-dept-of-highways-v-browning-lactapp-1975.