Whitfield Construction Co. v. Bank of Tokyo Trust Co.

525 S.E.2d 888, 338 S.C. 207, 1999 S.C. App. LEXIS 162
CourtCourt of Appeals of South Carolina
DecidedNovember 1, 1999
Docket3068
StatusPublished
Cited by9 cases

This text of 525 S.E.2d 888 (Whitfield Construction Co. v. Bank of Tokyo Trust Co.) is published on Counsel Stack Legal Research, covering Court of Appeals of South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Whitfield Construction Co. v. Bank of Tokyo Trust Co., 525 S.E.2d 888, 338 S.C. 207, 1999 S.C. App. LEXIS 162 (S.C. Ct. App. 1999).

Opinion

GOOLSBY, Judge:

Whitfield Construction Company appeals an order of the special referee dismissing its action against The Bank of Tokyo Trust Company and Merit Realty Holding Corporation (collectively referred to as BOTT) and awarding BOTT actual damages, punitive damages, and attorney fees on its counterclaims for abuse of process and for violation of the South Carolina Frivolous Civil Proceedings Sanctions Act. We affirm in part and reverse in part.

BACKGROUND FACTS AND PROCEDURAL HISTORY

This litigation arises from the sale and option of a 231-acre tract of land in North Charleston, South Carolina. The property was owned by Whitfield Construction Company and Floyd Whitfield, 1 the company’s general partner.

In early 1987, Lincoln Developers and related entities (the Developer) investigated the feasibility of purchasing and developing Whitfield’s property, along with an adjoining 18-acre plot owned by a third party, Kenneth Willard. Whitfield’s property consisted of Tracts A, C, F, and G, and Willard’s property consisted of Tract E. The combined properties, totaling 249 acres, are bounded on two sides by Ashley Phosphate and Dorchester Roads.

*210 The Developer had a site plan prepared for the entire 249 acres. The Developer intended, as the initial phase of development, to construct a shopping center on Tracts A and E.

In July 1987, the Developer entered into a purchase-option agreement with Whitfield to purchase Tracts A and C, with Tract A being expanded to include the roadbed for the proposed Lincoln Boulevard. The proposed roadway, which was designed to provide principal access to the property, was to extend from Ashley Phosphate Road along the northern boundary of Tract A, which adjoins Tract G, through Tract F and terminate at Dorchester Road. The agreement further provided the Developer a five-year option to purchase Tracts F and G, which together contained 168 acres.

In anticipation of ultimately purchasing and developing the optioned property, the Developer planned to install an infrastructure of roads, utilities, and drainage throughout the entire 249-acre tract. To this end, the purchase-option agreement provided:

Buyer, his agents, employees, or contractors shall have the right to enter upon the premises for the purpose of clearing trees, foliage, and other debris, to perform excavating work for storm water management and to take boring samples, make compaction, percolation, or other studies deemed necessary by Buyer. It is further understood that any such work shall be performed in such a manner as to ensure that there is no diminution in value to any of the Seller’s property.... Buyer’s rights hereunder shall include the right to install all utilities in accordance with plans and specifications to be prepared by Forsberg Surveying and Engineering and Seller will provide all easements required for such purposes..

The Developer retained Forsberg Engineering and Surveying, Inc., to prepare plans and specifications for the envisioned infrastructure. The Developer then purchased Tract E from Willard in August 1987 and tracts A and C from Whitfield in October 1987.

At the time the parties executed the purchase-option agreement, rainfall runoff from offsite acres and from Tract F drained through a series of ditches and wetlands onto and through Tracts A and E and through a culvert under Ashley *211 Phosphate Road, where it emptied into the Ashley River. Pursuant to an easement Whitfield had previously obtained from Willard, a portion of Tract G drained through a ditch situated alongside Tract E. In order to fully develop the property, Tracts A and E had to be built up and drainage from the offsite acreage and Tracts A and E had to be rerouted. Forsberg Engineering therefore designed a series of detention ponds connected by underground pipes from the upper boundary of Tract F down to the culvert under Ashley Phosphate Road. The design plans included an eight-acre detention pond situated partially on Tract E, which was owned by the Developer, but mostly on the adjoining Tract F, which belonged to Whitfield but was under option to the Developer. The detention pond was to be used to control surface water runoff from the culvert under Ashley Phosphate Road. The plan also called for the excavated material from the detention pond to be used as foundation material for Tracts A and E. During the time Forsberg Engineering was designing the infrastructure, Whitfield attended at least two conferences during which the site plans revealing the location of the detention pond were discussed.

Using its own resources, the Developer began excavating the detention pond in 1987. During the excavation, which continued throughout the spring of 1988, Whitfield regularly visited the site, reviewed construction drawings, and guided the Developer’s project manager and grading contractor on the use of some of the excavation material.

In January 1988, the Developer obtained a $20,000,000.00 loan from BOTT for construction of the shopping center. As security for the loan, the Developer mortgaged Tracts A and E to BOTT. The loan documents for the project required the Developer to construct the shopping mall according to plans approved by BOTT. In addition, BOTT retained a construction consultant, Construction Analysis Systems, Inc. (CASI), to monitor construction of the project and submit monthly inspection reports. The funds from the loan, however, were to be used solely for construction of the shopping center on Tracts A and E; none of the loan funds were designated for use in installing the infrastructure on the optioned property. In fact, installation of the stormwater drainage system, sewer *212 and water lines, and detention pond had been substantially completed when the Developer obtained the loan from BOTT.

During installation of the drainage system, the Developer also installed sewer lines, water lines, and roadways, and cut and graded throughout the 249-acre tract. In June 1988, the Developer conveyed the completed sewer system to Dorchester County. In February 1989, the Developer conveyed the completed water system, which parallels the sewer lines throughout the entire tract, to the Commissioner of Public Works for the City of Charleston. To facilitate the conveyance of the water system, both the Developer and Whitfield granted the City easements through the purchased and optioned properties. As well, for purposes of dedicating roadways constructed on the optioned property to the public, Whitfield signed three plats, one of which shows the boundaries of the detention pond extending onto Tract F.

From the time of the execution of the purchase-option agreement until October 1988, the Developer made monthly option payments of $23,770.00 to Whitfield. Sometime later, however, the Developer began experiencing financial difficulties and discontinued the option payments. As a result, the Developer never exercised its option to purchase Tracts F and G and Whitfield retained title to this property. In 1989, the Developer defaulted on its loan agreement with BOTT. Thereafter, Festival Center Associates (Festival) assumed the note and mortgage and became owner of the shopping center property.

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Bluebook (online)
525 S.E.2d 888, 338 S.C. 207, 1999 S.C. App. LEXIS 162, Counsel Stack Legal Research, https://law.counselstack.com/opinion/whitfield-construction-co-v-bank-of-tokyo-trust-co-scctapp-1999.