Washington County Water Company, Inc. v. City of Sparta

CourtDistrict Court, S.D. Illinois
DecidedSeptember 28, 2022
Docket3:20-cv-01052
StatusUnknown

This text of Washington County Water Company, Inc. v. City of Sparta (Washington County Water Company, Inc. v. City of Sparta) is published on Counsel Stack Legal Research, covering District Court, S.D. Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Washington County Water Company, Inc. v. City of Sparta, (S.D. Ill. 2022).

Opinion

IN THE UNITED STATES DISTRICT COURT FOR THE SOUTHERN DISTRICT OF ILLINOIS

WASHINGTON COUNTY WATER COMPANY, INC.,

Plaintiff,

v. Case No. 3:20-CV-1052-NJR

CITY OF SPARTA,

Defendant.

MEMORANDUM AND ORDER

ROSENSTENGEL, Chief Judge: This is a case about a small town’s aging water treatment facility and the fight over who should provide finished, potable water to its 900 citizens. That small town is the Village of Coulterville, which is part of Randolph County in Southeast Illinois. To the southwest of Coulterville lies the City of Sparta (“Sparta”). To the north and northwest of Coulterville is Washington County, Illinois. Both Sparta and Washington County Water Company, Inc. (“WCWC”), a rural water association, claim the right to service Coulterville and have filed cross-motions for summary judgment. Sparta also has filed two motions to exclude certain opinion testimony of WCWC’s expert Lindsey L. Bowlin, P.E., as well as a motion for discovery sanctions. For the reasons set forth below, the Court denies Sparta’s motions to exclude expert testimony and for discovery sanctions, but grants Sparta’s motion for summary judgment. WCWC’s cross-motion for summary judgment is denied. BACKGROUND Since 1979, WCWC, a not-for-profit corporation, has owned and operated a public water distribution system that provides water service to residents and businesses in Washington County and surrounding counties in Southern Illinois. (Doc. 21-1 at 4 2). Since its inception, WCWC has been continuously indebted to the United States Department of Agriculture (“USDA”) for loans used to build and operate its water distribution system. (Id. at ] 4). WCWC’s existing federal indebtedness is approximately $5.318 million. (Id.). WCWC does not operate a water treatment plant. (Id. at 15). Instead, WCWC purchases finished water from several suppliers and delivers it to customers through its distribution system. (Id.). Specifically, WCWC purchases water from four sources: the Kaskaskia Water District, the City of Nashville, Illinois, the Rend Lake Conservancy District, and the Kinkaid-Reed’s Creek Conservancy District. (Doc. 21-1 at □□ 16). Its agreements with these sources allow it to purchase the following amounts of water:

e Kaskaskia Water District: 25 million gallons per month (819,672 to 833,333 gallons per day); e City of Nashville: 432,000 gallons per day; and

e Rend Lake: 450,000 gallons per day. (id. at | 17; Doc. 20-7). In sum, under its water supply contracts with Kaskaskia, Nashville, and Rend Lake, WCWC can purchase a maximum of 1,701,672 to 1,715,333 gallons per day. (Doc. 20-7 at pp. 23, 25). WCWC also purchases water from the Kinkaid- Reed’s Creek Conservancy District pursuant to a water contract under which WCWC

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provides water to certain customers within the District’s boundaries. (Doc. 20-13). The Kinkaid District-WCWC system is essentially a “closed loop,” and WCWC has never

taken water sold to it under the Kinkaid contract and distributed it through its water distribution system. (Doc. 20-3 at pp. 37-40). Currently, WCWC distributes more than 360 million gallons of water annually to about 4,765 customers. (Doc. 21-1 at ¶ 6). WCWC does not have defined service boundaries but instead is authorized by statute to provide water service across the state where it can make service available. (Id.). Between 2016 and 2020, the average daily

demand for water from WCWC’s customers ranged from 930,688 gallons per day to 992,648 gallons per day. (Doc. 21-14). The Village of Coulterville, Illinois (“Coulterville”), owns and operates a water treatment and distribution system using raw water from its reservoir. (Doc. 21-1 at ¶ 9). Due to its age and condition, Coulterville’s treatment plant has reached the end of its

useful life. (Doc. 20-16 at ¶ 4). Thus, Coulterville is seeking a new source of safe, finished water for distribution to its customer and residents. (Id.). Coulterville’s average water demand is approximately 89,712 gallons per day. (Doc. 21-2 at ¶ 10). Several times in the past, Coulterville has approached WCWC informally about purchasing finished water from WCWC. (Doc. 21-1 at ¶ 10). WCWC confirmed that it had service available should

Coulterville request it (id.); however, WCWC has never guaranteed the volume of water per hour or day that it would be able to supply to Coulterville. (Doc. 20-16 at ¶ 6). In 2019, Coulterville commissioned HMG Engineers, Inc. (“HMG”) to investigate the feasibility of Coulterville obtaining a new source and supply of potable water, based on a review of historical water demands and projected future demands, and to evaluate water supply alternatives based on water quality, quantity, and cost. (Id. at ¶ 5). Two of

the alternatives that HMG investigated was for Coulterville to purchase finished water from WCWC or from Sparta. (Id.). Upon the completion of its study, HMG recommended that Coulterville purchase finished water from Sparta due to cost and WCWC’s inability to provide water service to the entire Village. (Id. at ¶ 9). HMG concluded that WCWC’s water system would be unable to fill Coulterville’s 150,000-gallon elevated water storage reservoir with the high-

water level elevation of 691. (Doc. 20-15 at pp. 14-15). Further, the maximum water flow WCWC could provide is 120,000 gallons per day over a 24-hour period. (Id. at p. 15). Thus, in addition to a booster pump station at the point of intersection with WCWC’s water system, a 150,000-gallon ground storage reservoir would be required to make the connection feasible. (Id.). HMG estimated the cost of these infrastructure improvements

would total $1,045,534. (Id.). Under WCWC’s policies, it would be Coulterville’s responsibility to design and construct any infrastructure it would need to establish an additional connection to WCWC, as well as to obtain the necessary permits. (Doc. 21-1 at ¶ 20). Currently, WCWC has an 8” water main located approximately 1,000 feet from the proposed point of

interconnection with Coulterville, though it is not located within Coulterville’s corporate limits. (Doc. 20-8 at pp. 2-3). WCWC would require Coulterville to construct its own ground storage tank and pump station to protect against any surges in demand and to construct the necessary 1,000-foot transmission line to the point of connection with WCWC. (Doc. 21-1 at ¶ 20). Additionally, WCWC cannot guarantee that it could supply Coulterville with enough water for any potential fire suppression needs, even though one

of Coulterville’s largest water customers is a coal mine. (Doc. 20-16 at ¶ 10). Based on HMG’s assessment of the infrastructure improvements required for WCWC to make water service available to Coulterville, WCWC’s apparent lack of excess water capacity to meet Coulterville’s needs, and WCWC’s inability to commit to a minimum water quantity that it would be able to provide, Coulterville declined to request water service from WCWC. (Id. at ¶ 11). Instead, Coulterville pursued HMG’s

recommendation that it purchase finished water from Sparta. (Id.). When WCWC learned that Coulterville was seeking a new source of water, it sent letters through legal counsel to both Coulterville and Sparta, claiming to have a federally protected right to service Coulterville under 7 U.S.C. § 1926(b). (Id. at ¶ 12; Doc. 21-1 at pp. 9-11). WCWC asserted in the letters that it is a federally indebted rural water

association that is protected under 7 U.S.C. § 1926(b) from municipal encroachment within areas where the association provides water service. (Doc. 21-1 at pp. 9-11).

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