Pontchartrain Partners, LLC

CourtArmed Services Board of Contract Appeals
DecidedMay 19, 2025
Docket63615
StatusPublished

This text of Pontchartrain Partners, LLC (Pontchartrain Partners, LLC) is published on Counsel Stack Legal Research, covering Armed Services Board of Contract Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Pontchartrain Partners, LLC, (asbca 2025).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS Appeal of - ) ) Pontchartrain Partners, LLC ) ASBCA No. 63615 ) Under Contract No. W912HY-19-C-0016 )

APPEARANCE FOR THE APPELLANT: James R. Washington, III, Esq. Counsel

APPEARANCES FOR THE GOVERNMENT: Michael P. Goodman, Esq. Engineer Chief Trial Attorney Erin Zetterstrom, Esq. Clark Bartee, Esq. Engineer Trial Attorneys U.S. Army Engineer District, Galveston

OPINION BY ADMINISTRATIVE JUDGE WITWER ON RESPONDENT’S MOTION FOR PARTIAL SUMMARY JUDGMENT

This appeal arises from a U.S. Army Corps of Engineers (Corps) construction project in the Corpus Christi Ship Channel. Appellant, Pontchartrain Partners, LLC, seeks an equitable adjustment of $4,112,765.73 and a 240-day time extension for alleged design flaws and resulting changes related to Placement Area No. 10. This decision addresses Pontchartrain’s claims involving erosion it encountered on the south side of the placement area and the Corps’ motion for partial summary judgment. The Corps argues that these claims are barred by release or accord and satisfaction, and alternatively contends that summary judgment is warranted on Pontchartrain’s differing site conditions and commercial impracticability theories. For the reasons set forth below, we grant summary judgment in favor of the Corps on the commercial impracticability claim and deny the remainder of the Corps’ motion.

STATEMENT OF FACTS FOR PURPOSES OF THE MOTION

Contract Award

The following facts are undisputed. 1 The Corps’ Galveston District awarded Contract No. W912HY-19-C-0016 to Pontchartrain in September 2019, and issued the

1 Both parties have submitted a statement of undisputed material facts. While appellant submitted a detailed response to the Corps’ statement, the Corps has not responded to appellant’s submission. Under Board Rule 7(c)(2), the Board may accept as notice to proceed in November 2019 (GSUMF ¶ 1; app. resp. to GSUMF ¶ 1; R4, tabs 51A, 50). 2 The contract involved work at Placement Area No. 10 in the Corpus Christi Ship Channel, including raising the containment dike, constructing an interior berm around the placement area, installing shore protection along the south side of the placement area, and constructing a new drop outlet structure (GSUMF ¶ 1; app. resp. to GSUMF ¶ 1).

Proposal to Address Excessive Erosion

In April 2020, Pontchartrain submitted Request for Information (RFI) 0005, alerting the Corps to excessive erosion on the south side of the placement area (GSUMF ¶ 3; app. resp. to GSUMF ¶ 3; R4, tab 41A). In response, the Corps issued a request for proposal (RFP) in July 2020, suggesting a 16-foot shift of the containment dike and interior berm to address the erosion (GSUMF ¶ 4; app. resp. to GSUMF ¶ 4; R4, tab 38). Pontchartrain submitted a proposal that same month, requesting $1,053,219.03 and 76 additional days (GSUMF ¶ 5; app. resp. to GSUMF ¶ 5; R4, tabs 37A-B). It also advised the Corps that the estimate was based on existing surveys and could increase if additional erosion occurred during any delay in issuing a contract modification (app. opp’n at 11 (citing R4, tab 2B at R4F000063)).

In early August 2020, having received no response from the Corps, Pontchartrain submitted a Letter of Notice requesting direction (app. opp’n at 11 (citing R4, tab 2B at R4F000076)). It later provided additional surveys denoting further erosion, along with overlays on the proposed Corps design shift (app. opp’n at 11 (citing R4, tab 2B at R4F000077-87)).

The work to address the erosion was ultimately added to the contract in two phases through two bilateral modifications. On August 24, 2020, the parties executed bilateral Modification P00001, which added contract line item number (CLIN) 0012 for the first phase of the additional work, specifically realignment of the containment dike and interior berm—work to be performed on the inland side of the placement area (GSUMF ¶ 6; app. resp. to GSUMF ¶ 6; gov’t reply at 3; ASUMF ¶ 1(citing Cook aff. ¶ 3); R4, tab 31 at R4F000485, 487). On December 7, 2020, the parties executed bilateral Modification P00002, which increased CLIN 0012 to implement the second phase of the additional work, specifically the deletion of the exterior shoreline berm and changes to the erosion protection design—work to be performed on the shoreline side of the

true a fact properly proposed and supported by one party unless the other party properly responds and establishes that it is in dispute. Korte-Fusco JV, ASBCA No. 59767, 15-1 BCA ¶ 36,158 at 176,454 n.1. 2 “GSUMF” refers to the government’s Statement of Undisputed Material Facts. “ASUMF” refers to appellant’s similar statement.

2 placement area (GSUMF ¶ 9; app. resp. to GSUMF ¶ 9; ASUMF ¶ 1 (citing Cook aff. ¶ 3); R4, tabs 26A-B). We discuss both modifications in further detail below.

Modification P00001

Modification P00001 addressed work on the inland side of the placement area. It established a not-to-exceed amount of $500,000 and granted 30 additional days, stating in pertinent part:

This will be a one of two part modification. Part one will include interior shift of the alignment for the containment dike and interior berm prevention to account for excessive erosion on the south side of [Placement Area 10]. This modification is solely for the realignment of containment dike and interior berm as described in revised drawings MOD A00001 Drawing. The shoreline berm and erosion control quantities and design will be addressed upon the second part of this modification. 30 days will be added to the contract to account for additional work needed for site preparation as a result of the alignment shift.

(GSUMF ¶ 6; app. resp. to GSUMF ¶ 6; R4, tab 31 at R4F000485, 487) Modification P00001 did not contain any purported release language.

Modification P00002

In September 2020, the Corps issued a second RFP for the next phase of the work—this time addressing the shoreline side of the placement area (GSUMF ¶ 7; app. resp. to GSUMF ¶ 7; R4, tab 29A at R4F000461). The RFP specifically requested a proposal to delete the original shoreline berm from the contract and adjust the quantities of geotextile, blanket stone, and rip rap due to the 16-foot shift of the containment dike and interior berm (R4, tab 29A at R4F000461; app. opp’n at 11-12). The RFP informed Pontchartrain:

In accordance with the Contract Clause, “Changes”, the Government is seeking a bilateral modification to address excessive erosion of the shoreline between STA 64+00 and 95+53.70. In part one of two modification, the interior alignment of aforementioned was shifted 16 feet to the interior design template area. This second part of modification is being undertaken to address the shoreline erosion identified in RFI 0005 with changes to CLIN0004,

3 CLIN0005, CLIN0006 and CLIN0011. This will be the second part of Modification P00001 of this contract.

(R4, tab 29A at R4F000461)

Pontchartrain submitted an initial proposal in September 2020 and, after negotiations, a revised proposal in November 2020 requesting $909,332.04 and 64 additional days (GSUMF ¶ 8; app. resp. to GSUMF ¶ 8; R4, tab 2B at R4F000095- 104). In that proposal, Pontchartrain noted that it was operating under several unknowns due to the lack of geotechnical information and borings, and that it anticipated continued erosion and settlement as the dike was constructed (app. opp’n at 12 (citing R4, tab 2A at R4F000095)). The parties accepted the revised proposal (GSUMF ¶ 8; app. resp. to GSUMF ¶ 8) and executed bilateral Modification P00002 in December 2020 (GSUMF ¶ 9; app. resp. to GSUMF ¶ 9; R4, tabs 26A-B).

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