ASBCA 62378
Board: ASBCA
Agency: Army
Appellant: Cascade Designs, Inc.
Date: 2022-02-16
Outcome: denied
ARMED SERVICES BOARD OF CONTRACT APPEALS
Appeal of - )
)
Cascade Designs, Inc. ) ASBCA No. 62378
)
Under Contract No. W911QY-17-D-0246 )
APPEARANCE FOR THE APPELLANT: William A. Shook, Esq.
The Law Offices of William A. Shook PLLC
Seattle, WA
APPEARANCES FOR THE GOVERNMENT: Scott N. Flesch, Esq.
Army Chief Trial Attorney
Zachary F. Jacobson, Esq.
MAJ Weston E. Borkenhagen, JA
Trial Attorneys
OPINION BY ADMINISTRATIVE JUDGE STINSON
ON THE PARTIESâ MOTIONS FOR SUMMARY JUDGMENT
Appellant Cascade Designs, Inc. (Cascade), appeals from the default termination
of the captioned contract by the Army Contracting Command, Aberdeen Proving Ground,
Natick (ACC-APG Natick). We have jurisdiction pursuant to the Contract Disputes Act
of 1978, 41 U.S.C. §§ 7101-7109. Both parties submitted motions for summary
judgment, responses, reply briefs, and supplements to the Rule 4 file, for consideration in
deciding this appeal. For the reasons stated below, the Board denies the partiesâ motions
for summary judgment.
STATEMENT OF FACTS (SOF) FOR PURPOSES OF THE MOTION
1. This appeal involves a Phase III Small Business Innovation Research (SBIR)
Contract No. W911QY-17-D-0246 (the âcontractâ), for individual water treatment
devices (IWTDs), awarded to Cascade on September 22, 2017, for a minimum amount of
$2,583, and a maximum amount of $6,500,000 (Joint Statement of Undisputed Material
Facts (JSUMF) ¶ 1; R4, tab 1 at 2-3). The award followed completion of Phase I and
Phase II SBIR contracts (Contract Nos. W9111QY-10-0062 and W911QT-11-C-0004) to
design and manufacture IWTDs, awarded to appellant on January 11, 2010, and
January 11, 2011 (JSUMF ¶ 3). Under these initial contracts, appellant conducted
technical feasibility studies and developed prototypes (JSUMF ¶¶ 3-4).
Testing Protocols
2. The contract requires IWTDs pass both First Article Test (FAT) and Lot
Acceptance Test (LAT) reviews (JSUMF ¶ 21). Mandatory testing protocols are set forth
in the contractâs Purifier Specific Test Plan (PSTP) (contract Attachment 1) and the
Quality Assurance Test and Inspection Plan (QATIP) or Quality Assurance (QA) Test
Plan (contract Attachment 2) (JSUMF ¶¶ 22-24, 53; R4, tabs 2- 3).
PSTP Requirements
3. The PSTP sets forth testing protocols for water purification of the IWTDs
during both FAT and LAT (JSUMF ¶¶ 23-24). With regard to the LAT, the PSTP
âdetails the testing of individual water purifiers, including the technology and device
design, the challenge water chemical and microbial composition, the exact laboratory
procedures planned, and follows [National Science Foundation] NSF Protocol P248,
Military Operations Microbiological Water Purifiers, Appendix B (2012)â (JSUMF ¶ 27;
app. supp. R4, tab C-22 at CDI 000163) (emphasis in original). NSF P248 was âderived
and adapted primarily from publications of the U.S. Environmental Protection Agency
(USEPA) and NSF Internationalâ (JSUMF ¶ 41). The QATIP likewise follows
NSF P248 (JSUMF ¶ 30).
4. NSF P248 sets forth microbiological reduction (i.e., kill, remove, or inactivate)
requirements for IWTDs, including minimum required reductions for categories of
bacteria, virus, and cyst (JUMSF ¶¶ 31-32). As part of the testing, water is passed
through IWTDs to determine whether the purifier reduces to an acceptable degree the
concentration of microbiological additions to the water (JSUMF ¶¶ 33-34).
5. One of the analytical procedures contained in NSF P248 applicable to the LAT
is a âLog Reduction Calculationâ which is set forth in Section 3.8.3.1, and involves
collecting influent and effluent water samples for analysis (JSUMF ¶ 36). 1 NSF P248
(and the PSTP) set forth a 99.9999 percent, six log reduction for bacteria, and a 99.99
percent, four-log reduction for viruses. NSF P248 and the PSTP set forth a 99.9%,
three-log-reduction for cysts, which are tested during FAT review, but not during the
LAT (JSUMF ¶ 35). Section 3.8.3.1 provides, â[t]esting will be conducted
simultaneously on three identical devices, termed replicates. At each sampling point,
influent and effluent water samples will be collected and each analyzed in triplicate.â
(JSUMF ¶ 36)
6.