Bufford v. Williams

42 F. App'x 279
CourtCourt of Appeals for the Tenth Circuit
DecidedJuly 2, 2002
Docket00-6055
StatusUnpublished
Cited by1 cases

This text of 42 F. App'x 279 (Bufford v. Williams) is published on Counsel Stack Legal Research, covering Court of Appeals for the Tenth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bufford v. Williams, 42 F. App'x 279 (10th Cir. 2002).

Opinion

ORDER AND JUDGMENT **

WINDER, District Court Judge.

After examining the briefs and appellate record, this panel has determined unanimously to grant the parties’ request for a decision on the briefs without oral argument. See Fed. R.App. P. 34(f); 10th Cir. R. 34.1.9. The case is therefore ordered submitted without oral argument.

Plaintiffs Norman Bufford and Zula Buf-ford brought this action in the United States District Court for the Western District of Oklahoma against defendants N.A. Williams and the Crescent Public Works Authority, alleging violation of the Federal Water Pollution Control Act, also known as the Clean Water Act, 33 U.S.C. § 1251 et seq., as administered in Oklahoma by the Oklahoma Pollutant Discharge Elimination System, Okla. Stat. tit. 27A § 2-6-201 et seq. Plaintiffs and defendants filed cross-motions for summary judgment. The district court granted defendants’ motion, concluding plaintiffs failed to show a causal connection between defendants’ facility and any pollutant found on plaintiffs’ property. Exercising jurisdiction pursuant to 28 U.S.C. § 1291, we AFFIRM.

BACKGROUND

Wastewater Solutions, Inc. operates the wastewater treatment facility in Crescent, Oklahoma, pursuant to a contract with the Crescent Public Works Authority. The facility occupies 160 acres of land and consists of a three-celled total retention lagoon and a land application system. The total retention lagoon is operated in series, i.e., flows of wastewater enter cell No. 1, flow to cell No. 2, and then to cell No. 3. During the holding time in the lagoon, sewage in the wastewater is broken down by natural biological processes. The treated wastewater in cell No. 3 is appropriate for irrigation and is, in fact, the water used for irrigation at the facility. The cells in the lagoon are designed to be and function as “no discharge” ponds. There is no evidence that cells are seeping or leaking.

The land application or irrigation system consists of a land application field, located east of the lagoon, equipped with a center pivot and an irrigation boom that applies treated wastewater from cell No. 3 to the field. Because the facility is considered a total retention system with land application, an Oklahoma Pollution Discharge *281 Elimination System (“OPDES”) permit 1 is not required for operation of the system. 2

Oklahoma law requires that land application of wastewater via irrigation be conducted at an agronomic rate, i.e., a rate the does not exceed the ability of the crop grown on the land application field to absorb the nutrients in the wastewater. At Crescent, and at other wastewater facilities in Oklahoma, land application sites are designed to maximize evaporation and crop uptake of treated wastewater in order to prevent pooling or ponding of water on the land application field. In addition, any water soaking into the ground of these sites will be filtered by the soil. Therefore, the probability of contamination of underlying groundwater is minimal.

In 1986, heavy rains caused an elevated groundwater table in the area. To lower the groundwater table and permit the construction of cell No. 3, defendants constructed a groundwater interceptor trench at the facility along the east side of the treatment lagoon. The interceptor trench was left in place after construction and currently serves two purposes: (1) as a channel for water originating offsite to flow across the facility property as it previously had; and (2) as an outlet for groundwater under the facility to insure that the separation between the lagoon cell bottoms and the groundwater table is maintained. The groundwater interceptor trench does not provide an outlet for water in the treatment lagoon. Similarly, there is no evidence that the interceptor trench contains pollutants from the treated wastewa-ter that is applied to the land application field.

In 1994, cracks in the aging sewer collection lines in Crescent caused an infiltration problem at the facility by allowing storm water and groundwater to enter the sewage lines resulting in a volume of water exceeding design specifications flowing into the lagoon. To preserve the lagoon walls and prevent downstream flooding, discharges of treated wastewater from cell No. 3 were periodically made directly to the land application field by “unbuckling” the irrigation arm from its center pivot and allowing water to flow directly onto the land application field, by-passing the irrigation boom. The inflow and infiltration problems were repaired in the fall of 1994.

In May of 1999 a similar discharge was required after a tornado destroyed the irrigation boom at the facility. Once again, the discharge was of the treated wastewa-ter from cell No. 3. Test results for water samples taken from cell No. 3 during the post-tornado discharge indicated that the water in cell No. 3 was of better quality than water discharged by many treatment facilities that discharge water in compliance with OPDES permits. Water of this quality does not pose a threat to livestock or agricultural crops.

Plaintiffs Norman Bufford and Zula Bufford own property adjacent to each other *282 in- Crescent, Oklahoma. In May of 1998, plaintiffs hired an expert to perform a LimitedEnvironmental Site Investigation. Plaintiffs’ expert sampled water on the Bufford property, located southwest of the facility, and also sampled water on the Endicott property, located directly south of the facility. Both the Bufford and Endicott properties are used for agricultural purposes and for grazing cattle. Plaintiffs’ expert found elevated levels of fecal coliform, total organic carbon, and chemical oxygen demand, indicating the presence of biodegradable organic material. Fecal conforms exist in both human and cattle waste.

Plaintiffs’ expert assumed for purposes of his investigation that the water he sampled on the Bufford and Endicott property was water from the facility, and he admitted that he had not actually observed water originating from the facility. Plaintiffs’ expert never entered the facility site. He did not sample water from the interceptor trench which begins and ends on facility property, and did not sample water from the treatment lagoon. Plaintiffs’ expert stated that he did not know if the land application system was in operation at the time he was taking samples from plaintiffs’ property. Plaintiffs’ expert did not know the quantity of water that processed through the land application system when it was turned on, and did not know the groundwater level at the facility site.

Prior to construction of the facility there was a natural drainage pattern in which ground and surface water flowing from the current facility site flowed across the northwest corner of the Endicott property to the northeast corner of the Bufford property. The current drainage pattern is similar to the pattern that existed prior to construction of the facility.

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42 F. App'x 279, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bufford-v-williams-ca10-2002.