APAC-Carolina, Inc. v. Towns of Allendale & Fair Fax

868 F. Supp. 815
CourtDistrict Court, D. South Carolina
DecidedJune 9, 1993
DocketCiv. A. Nos. 4:90-1364-21, 4:90-1365-21
StatusPublished
Cited by3 cases

This text of 868 F. Supp. 815 (APAC-Carolina, Inc. v. Towns of Allendale & Fair Fax) is published on Counsel Stack Legal Research, covering District Court, D. South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
APAC-Carolina, Inc. v. Towns of Allendale & Fair Fax, 868 F. Supp. 815 (D.S.C. 1993).

Opinion

ORDER

TRAXLER, District Judge.

This case involves two lawsuits arising out of the construction of a sewage treatment facility for the towns of Allendale and Fairfax (“the Towns”). By agreement of the parties, both actions were consolidated procedurally, but not substantively, and were submitted to the court for non-jury trial. Pursuant to Fed.R.Civ.P. 52, this court enters the following findings of fact and conclusions of law.

FINDINGS OF FACT

The Parties

1. The Towns are the towns of Allendale and Fairfax, South Carolina. The sewage treatment system at issue in this ease, known as Divisions II and III of the Allendale/Fairfax Wastewater Treatment Facilities (the “project”), was built to service the Towns.

2. In March 1982, CRS Sirrine, Inc. (“Sirrine”) entered into an agreement with the Towns whereby Sirrine agreed to prepare and provide the Towns with detailed drawings, plans and specifications for the project. Moreover, Sirrine agreed to assist the Towns in obtaining government funding for the project.1

3. As part of its agreement with the Towns, Sirrine prepared the ground (or grade) profiles for the project. Sirrine warranted that these profiles were the result of an actual survey conducted by Sirrine, and depicted the correct ground elevation levels along the path where the sewer pipeline would be installed. In fact, the profiles were materially inaccurate.

4. APAC-Carolina, Inc. (“APAC”) was the project’s general contractor. In December 1984, APAC entered into a contract with the Towns to build the project for $1,044,912. In bidding on the project, APAC relied on the accuracy of the information contained in the plans and specifications provided to the Towns by Sirrine.

5. The contract between APAC and the Towns required the project to be constructed in strict accordance with the plans and specifications prepared by Sirrine. Specifically, the sewer pipeline was to be installed within .03 feet of the depth shown on the engineering profiles.

6. Sirrine acted as agent for the Towns for purposes of administering the Towns’ contract with APAC.

7. Welco Construction and Utilities Company, Inc. (“Welco”) was the subcontractor. In January 1985, Welco entered into a subcontract with APAC wherein Welco agreed to provide the labor and equipment necessary to install the sewer line and manholes for the project for $227,523. In return, APAC agreed to furnish the materials necessary for construction. In preparing its subcontract bid, Welco relied on the plans and specifications that the Towns provided to APAC, which were the plans and specifications prepared by Sirrine.

8. The subcontract between APAC and Welco provided that Welco agreed to be bound by the terms and conditions of the contract between APAC and the Towns.

Problems Encountered During Construction

9. Welco commenced construction on the project’s pipeline in January 1985. To a large degree, the sewer pipeline paralleled U.S. Highway 301 and was installed along the shoulder of the highway. Almost immediately, Welco discovered that the actual ground elevations along the highway’s shoulder varied significantly from the elevation measurements found in Sirrine’s ground profiles.

10. The uncontroverted testimony revealed that the ground profiles were inaccurate to such a degree that Welco essentially [819]*819had to re-engineer the project in the field as the pipeline was being installed. The testimony revealed beyond a shadow of a doubt that the project could not have been constructed as designed.

11. Bobby Stone, executive vice-president of APAC at the time of the project’s construction, testified that when he was assigned to the project in March 1985 the project was already behind schedule. Stone identified several reasons for the slowdown, all caused by the erroneous plans ultimately given to Welco. For brevity’s sake, I will only mention a few of the problems: (1) Extra Depth. Welco was encountering substantially more depth than the profiles revealed. That is, Welco had to dig deeper than expected to install the pipeline in accordance with the plans. (2) Excessive use of Backhoe. The extra depth resulted in Welco’s having to use a backhoe instead of a Cleveland Trencher2 to dig most of the trench for the pipeline. As a consequence, Welco was unable to lay as much pipe per day as estimated. (3) Hidden Obstructions. The profiles failed to reveal several obstructions that Welco encountered, such as water lines. (4) Extra Surveying. Because of Weleo’s inability to rely on the ground profiles, the project had to be surveyed every 100 feet. The frequency of surveying was unusual for the type of pipeline that was being installed.

12. William E. Lawrence, Jr., vice-president of Welco, prepared Welco’s estimate for the project. Lawrence testified that he relied 100% on the plans and specifications in preparing the estimate. Lawrence further testified that accurate plans and specifications are vital for determining how many feet of pipe per day can be installed. For example, Lawrence testified that after examining the plans and specifications, he estimated that Welco could install 3,000 feet of pipe per day, and calculated Welco’s bid for the project accordingly. However, the extra depth problem caused Welco to only install 700 to 800 feet of pipe per day on numerous occasions.

13. Lawrence’s testimony completely corroborated Stone’s testimony insofar as the problems associated with Sirrine’s plans were concerned — extra depth, excessive use of backhoe, extra surveying, and so forth. Moreover, Lawrence added that Sirrine, in preparing the design documents, failed to take into account that the South Carolina Highway Department mandated a 12:1 shoulder slope requirement3 for the installation of manholes. The highway department’s encroachment permits would have shown the slope requirement; however, the encroachment permits were not included in the plans and specifications received by Welco. Further, Welco was not provided with a copy of the encroachment permits at the preconstruction conference. Lawrence testified that he was unaware of the encroachment permits until after construction of the project was underway.

14. The result of Welco’s inability to rely on the grade profiles forced Welco to hire a civil engineer/land surveyor, Alex Tergeoglou, to re-engineer the project in the field on a daily basis. Tergeoglou also testified that the plans given to Welco were useless, and thus he had to re-survey the entire project. Tergeoglou’s meticulous engineering notes unquestionably supported his testimony.

15. Moreover, two experts, L.G. Lewis and Robert George, both testified that in their opinion the project could not have been built as designed. Both experts proved clearly that Sirrine had simply copied a 1968 highway department ground profile map which showed the elevation along the center [820]*820line4 of Highway 301, and used these elevation points as representing the actual ground elevation along the highway’s shoulder.5

16. I find that the testimony of Lewis, standing alone, sufficiently established that the plans and specifications prepared by Sirrine were materially defective.

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868 F. Supp. 815, Counsel Stack Legal Research, https://law.counselstack.com/opinion/apac-carolina-inc-v-towns-of-allendale-fair-fax-scd-1993.