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EPA -9 <br />til <br />o. <br />COMMENTS OF U.S. ENVIRONMENTAL PROTECTION AGENCY <br />In an effort to fully coordinate and share our position with <br />the state on the standard compliance issue, EPA met with NDEQ on <br />July 6, 1994, and the Governor's staff on July 7, 1994. In <br />response to the meeting with NDEQ, EPA was asked to provide any <br />questions that we had regarding the issuance of the section 401 <br />certifications for these projects in writing. We responded to <br />this request on July 13, 1994 (Ronald R. Ritter, Acting Director, <br />EPA Region VII Water Division, to Randy Wood, NDEQ), asking a <br />number of questions in an attempt to clarify the basis for NDEQ's <br />issuance of its section 401 certifications. We are aware that, <br />in a letter to FERC dated July 12, 1994, the Governor cited the <br />above attempts to certify the projects and concluded that "(t]he <br />State of Nebraska has no plans to change or reconsider these 401 <br />certifications." <br />In order to ensure adequate compliance with the state water <br />quality standard for temperature, FERC should require that the <br />projects meet certain minimum summer instream flow conditions as <br />a condition of the final licenses. The projects should be <br />required to meet the temperature standard because they, in <br />majority, control the timing and amount of downstream instream <br />flow releases. <br />Since the closure of Lake McConaughy, the Platte River <br />channel has been degraded through lack of sediment inflow and <br />resultant vegetative encroachment (see DOI letter to Lois <br />Cashell; cover letter, Attachments 2 and 3, November 15, 1991). <br />According to DOI, "Projects 1417 and 1835 have contributed <br />to the loss of channel width and vegetative encroachment <br />through sediment trapping, reduction of sediment transport <br />flows, reduction of peak scouring flows, diversion of flows, <br />and consumptive use of water. Losses of active channel <br />width and migratory bird use have been greatest in those <br />reaches of the North Platte and Platte River where project <br />operations bypass or store most of the flow during the <br />nonirrigation season. The projects control flows in the <br />central Platte River throughout the year, including flows <br />within and below the designated critical habitat of the <br />whooping crane. <br />Since large areas of Gosper, Kearney, and Phelps Counties <br />are overlain by Project 1417, we believe that the project <br />has contributed to wetland losses in this area. For <br />example, the delivery of surface irrigation water to the <br />area by Project 1417, and the higher water table resulting <br />from project seepage, has encouraged irrigation development <br />in the region (including the associated landscape and <br />drainage modifications needed to accommodate irrigation) <br />and, therefore, has been an important factor in these losses <br />RESPONSES TO U.S. ENVIRONMENTAL PROTECTION AGENCY <br />EPA -9 Our analysis (Appendix E) shows that the maximum daily water <br />temperature in the Big Bend Reach is influenced by both <br />maximum daily air temperature and mean flow. Further, the <br />variation in air temperature accounts for the majority (64 percent) <br />of variation in water temperature. The probability of maximum <br />water temperature exceeding the 32 °C standard decreases with <br />higher specified minimum flows, but the probability levels off at <br />about 14 percent at flows of 1,500 cfs. <br />We conclude that it is unreasonable to require these projects to <br />operate in a manner that guarantees achievement at Grand Island <br />of the 32 °C standard. Our analysis shows that flow, by itself, may <br />never be sufficient to guarantee achievement. Requiring a 900 -cfs <br />minimum flow, as suggested by EPA, results in our simulation in a <br />probability of exceedance of the 32 °C standard of 17 percent. <br />EPA apparently recommends a 900 cfs minimum (when Lake <br />McConaughy volume exceeds 900 KAF) on the basis that little <br />improvement in standard exceedance occurs beyond this flow rate. <br />Our analysis shows that little improvement occurs beyond a 1,100 <br />cfs minimum. <br />