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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />the Central Lowlands Physiographic Province of the Interior Plains. The area is relatively flat <br />with an approximate average elevation of 910 feet above mean sea level. Historical maps of this <br />area indicate that the river channel had changed course several times prior to channelization. <br />Depressional areas and drainage patterns remnant from the previous overbank channels and <br />backwater system are evident. These areas presently hold water seasonally and during high- <br />water events due to flow blockage caused by riprap closure dikes which traverse the site. <br /> <br />The soils in the project site are part of the Haynie-Onawa-Albaton association (USDA <br />1982), This association consists of deep, nearly level, moderately well drained to poorly drained <br />silty and clayey soils that formed in alluvium on bottomlands and are subject to flooding. These <br />soils formed in stratified calcareous alluvium and have small snail shells and disseminated lime. <br />The Haynie and Onawa soils are at slightly higher elevations than the Albaton soils (Exhibit 2), <br /> <br />Approximately 4.1 miles of the main Missouri River channel (river miles 551.7 to 558.8) <br />border the eastern side of the project site. The navigation channel is maintained by <br />approximately 15 revetments constructed along the east bank of the river and approximately 16 <br />spur dikes along the west bank, Sedimentation is occurring behind many of the spur dikes. <br /> <br />b. Water Quality: The U. S. Geological Survey maintains a Survey Station a short <br />distance upstream of the project site at Nebraska City, Nebraska. The chemical content of the <br />Missouri River in this area is highly variable throughout the year, but exhibits no obvious <br />limiting factors for the indigenous aquatic fauna of the area (OPPD 1975). <br /> <br />The principal water quality concerns at the Hamburg Bend site result from high summer <br />water temperatures and the related low dissolved oxygen concentrations, While these conditions <br />may occur in many chute situations, they are of particular concern at this site because of the <br />proximity of the Omaha Public Power District's (OPPD) Nebraska City Station which is located <br />approximately 0,8 mile upstream of the project site. <br /> <br />The OPPD Nebraska City Station is a coal-fired steam-electric generating facility with <br />a net capacity of 250 megawatts. The plant is designed for once-through cooling and discharges <br />a maximum of 2.76 x 109 British Thermal Units (BTUs) of heat per hour to the Missouri River. <br />According to a report prepared by OPPD in 1975, at maximum load during the warmer months <br />of spring, summer, and fall, the Nebraska City Station may discharge water as much as 18" <br />Fahrenheit (F) above the ambient Missouri River temperatures. <br /> <br />The annual water temperature ranges from a low of 320 F to as high as the mid-80" F. <br />The Missouri River water temperature can also fluctuate as much as 2.40 F within a 24-hour <br />period (OPPD 1975). The OPPD report attributed some of this extensive diurnal temperature <br />fluctuation to the effect of feeder streams such as the Platte River which can be as much as 150 <br />F warmer or 70 F cooler than the Missouri River for a given day. The Missouri River has an <br />average pH of 8 and a hardness of 228 parts per million (ppm) for calcium carbonate. <br /> <br />8 <br />