R.L. Persons Construction, Inc.

CourtArmed Services Board of Contract Appeals
DecidedMarch 15, 2018
DocketASBCA No. 60121
StatusPublished

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Bluebook
R.L. Persons Construction, Inc., (asbca 2018).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeal of -- ) ) R.L. Persons Construction, Inc. ) ASBCA No. 60121 ) Under Contract No. W912EQ-13-C-0001 )

APPEARANCES FOR THE APPELLANT: Matthew W. Willis, Esq. S. Leo Arnold, Esq. Ashley & Arnold Dyersburg, TN

APPEARANCES FOR THE GOVERNMENT: Thomas J. Warren, Esq. Acting Engineer Chief Trial Attorney Ann M. Bruck, Esq. Edward J. McNaughton, Esq. Engineer Trial Attorneys U.S. Army Engineer District, Memphis

OPINION BY ADMINISTRATIVE JUDGE SWEET ON THE GOVERNMENT'S MOTION FOR SUMMARY JUDGMENT

Appellant R.L. Persons Construction, Inc. (R.L. Persons) appeals the decision of the contracting officer (CO) denying its request for an equitable adjustments related to groundwater it encountered while obtaining borrow material for the construction of a slurry trench and berms. The United States Army Corps of Engineers (Corps) has moved for summary judgment contending that there are no genuine issues of material fact as interpretation of a contract is a question of law. R.L. Persons counters that there are numerous facts that are both material and disputed and where an issue of contract interpretation raises a genuine issue of material fact, summary judgment is inappropriate (app. reply at 12). For the reasons stated below, the motion is denied.

STATEMENT OF FACTS (SOF) FOR PURPOSES OF THE MOTION

1. On 23 July 2012, the Corps issued Solicitation No. W912EQ-12-B-0009 (0009 solicitation) for the construction of a slurry trench and two berms along the Ohio River near Cairo, Illinois (R4, tab 3 at 21 ). The purpose of the project was to reinforce the levee system protecting Cairo by reducing the threat of groundwater underseepage and sand boils on the landside transition between the base of the levee and the natural ground elevation (supp. R4, tab 92 at 4597). 2. The 0009 solicitation indicated that the Corps would provide a borrow pit from which the contractor could obtain earthen materials required for the project (R4, tab 3 at 303). The borrow pit was about a half mile from the Ohio River and slurry trench site (R4, tab 4 at 367; supp. R4, tab 92 at 4599; app. resp., ex. 12, 13).

3. The 0009 solicitation contained drawing C-039, which was a hydrograph showing the annual stage fluctuation at the Cairo gage of the Ohio River (R4, tab 4 at 418). The solicitation stated that:

The ground water for the slurry trench site will follow the Ohio River Stages (elevations) adjacent to the site. It is estimated that the Cairo gage reading plus 1 foot plus the zero elevation on the Cairo gage of 270.4 7 will approximate the ground water elevation at the site in general terms.

(R4, tab 3 at 320)

4. The solicitation included several boring profiles for the slurry trench site and the borrow pit area (R4, tab 4 at 369-73 ). The boring profiles included a legend, which indicated that the" ..s2- "symbol represented groundwater surface. The legend also stated at note 2 that:

Ground water elevations shown on the borings logs represent ground water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground water data are available from the boring but does not necessarily mean that ground water will not be encountered at the locations or within the vertical reaches of such borings.

(Id. at 373) None of the boring profiles indicated that groundwater surface was encountered at any depth by including the ..s2- symbol (id. at 369-72).

5. In response to the 0009 solicitation, R.L. Persons submitted a proposal. Based upon that proposal, the Corps awarded Contract No. W912EQ-13-C-0001 (0001 contract) to R.L. Persons on 19 October 2012. The 0001 contract contained all of the above-described provisions of the 0009 solicitation. (R4, tab 3)

6. R.L. Persons began excavating materials from the borrow pit on 27 June 2013 (supp. R4, tab 91 at 4510).

2 7. At some point thereafter, R.L. Persons encountered what it claims was groundwater in the borrow pit (R4, tab 14 at 615; app. resp., exs. 8-9).

8. On 11 February 2015, R.L. Persons submitted a written claim related to the purported groundwater (R4, tab 23 ). On 5 May 2015, the CO denied the claim in its entirety (R4, tab 2).

9. R.L. Persons timely appealed that final decision to the Board on 6 August 2015 (R4, tab 1). R.L. Persons alleges differing site conditions, changes, and defective specifications (compl. 123).

DECISION

I. The Standards for Summary Judgment

Summary judgment will be granted if a moving party has shown that there are no genuine issues of material fact, and it is entitled to judgment as a matter of law. Celotex Corp. v. Catrett, 4 77 U.S. 317, 322 ( 1986). A non-movant seeking to defeat summary judgment by suggesting conflicting facts must set forth specific facts showing that there is a genuine issue for trial. Anderson v. Liberty Lobby, Inc., 477 U.S. 242,248 (1986). Thus, if the non-moving party carries the burden of proof at trial for elements of its case and fails to provide such proof, the moving party is entitled to summary judgment. Dairyland Power Coop. v. United States, 16 F.3d 1197, 1202 (Fed. Cir. 1994). In deciding summary judgment motions, we do not resolve controversies, weigh evidence, or make credibility determinations. Liberty Lobby, 477 U.S. at 255. Moreover, we draw all reasonable inferences in favor of the non-movant. Id.

II. Differing Site Condition

Here, there are genuine issues of material fact as to whether there was a Type I differing site condition. 1 The first element of a Type I differing site condition claim-the element that the Corps challenges in the pending motion-is that the contract must

1 R.L. Persons does not respond to the Corps' demonstration that a differing site condition claim and a defective specification claim collapse into a single differing site condition claim where-as here-the alleged defect in the specifications is a failure to disclose the alleged differing site condition (gov't mot. at 13-14 (quoting Comtrol, Inc. v. United States, 294 F.3d 1357, 1362 (Fed. Cir. 2002)); app. resp.). Nor does R.L. Persons respond to the Corps' argument that R.L. Persons has abandoned any Type II differing site condition claim under FAR 52.236-2(a)(2) (gov't mot. at 19-20; app. resp.). Therefore, for purposes of this opinion, we only analyze R.L. Persons' Type I differing site condition claim.

3 •

contain positive indications of the conditions at the site. Nova Group, Inc., ASBCA No. 55408, 10-2 BCA, 34,533 at 170,321 ( citing H.B. Mac, Inc. v. United States, 153 F.3d 1338, 1345 (Fed. Cir. 1998); Stuyvesant Dredging Co. v. United States, 834 F.2d 1576, 1581 (Fed. Cir. 1987)). The indication need not be explicit, but mere silence is insufficient. Nova, 10-2 BCA , 34,533 at 170,321.

The inquiry into whether a contract contains a positive indication of the site condition is a question of contract interpretation. Nova, 10-2 BCA, 34,533 at 170,321 (citing H.B. Mac, 153 F.3d at 1345; P.J. Maffei Building Wrecking Corp. v. United States, 732 F.2d 913, 916-17 (Fed. Cir. 1984)).

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