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P. 4-39 The DEIS should reference the data suppo <br />formation and annual peak discharge, bed size, an, <br />mile 206-160 has a greater potential to build sand <br />conditions, that over a half a million tons of sedim <br />should describe the frequency and distribution of : <br />together with the number of terns and plovers that <br />actual conditions do not appear to support the opir <br />ing the statements made regarding sandbar <br />sediment transport. The DEIS states that river <br />ars and, in an earlier section under present <br />nt is being deposited in this reach. The DEIS <br />nd bars in this reach as opposed to other reaches, <br />ave nested and fledged chicks in this reach. The <br />:)ns espoused here. <br />P. 4-40 The opinions on vegetation are not suppo ed. Is this process of vegetation mortality <br />supported by observations in river miles 206-160? How much burial must occur in depth of sand <br />and for how long? What is the critical period of i undation? <br />Fi urg e 4_8 shows that sufficient channel widths <br />61 years. <br />under present conditions and will persist after <br />Pa eg 4-41 It is inadequate for the DESI to simply <br />and then tell the reader to consider trends. The D <br />model under different flow scenarios and the me <br />The DEIS must explain the calibration and verific <br />P. 4-71 The DEIS should reference the data <br />or whooping cranes? <br />P. 4-73-75 The Service attempted to have the Whc <br />by the USGS. In summary, the USGS peer review <br />significant issues that needed to be resolved. Mos <br />depth distribution function. If this problem is con <br />the Services flow recommendations would also ch <br />other models and results in and optimum flow of z <br />It is also noted that the other quality control and c <br />general, data sets for the model had inadequate m <br />consistent protocol; view obstructions were ill de <br />time between observations and channel measuren <br />measurements were made in relation to actual cra <br />from a single point has significant shortcomings. <br />exacerbated by the fact that new data sets have nc <br />shortcomings this model is not suitable for use in <br />quality roost and foraging data obtained by the C, <br />P. 4-75 The references to program lands only cor <br />basis for evaluating geomorphology of the entire <br />Management Joint Study process established the <br />population of the target species. These estimates <br />estimates ultimately became the habitat goals for <br />these habitat requirements. <br />•ovide the disclaimer for Table 4-24 width values <br />S must disclose the precision and accuracy of the <br />urement errors/precision for input parameters. <br />ion process and limitations. <br />these opinions. Are the opinions for cranes <br />>ping Crane Roost Habitat Model peer reviewed <br />;ffort could not be fully completed because of the <br />import the USGS identified problems with the <br />cted to a percent of channel depth approach then <br />nge. This change has been incorporated into <br />?proximatelv 1100 cfs. <br />quality issues exist in historic "data bases". In <br />?dology and documentation and were lacking <br />3 and unclear; there was considerable lapse of <br />and it was unclear how close the <br />- positions. In addition extrapolation of results <br />'hese significant shortcomings are further <br />been incorporated. Given these significant <br />ie DEIS. The DEIS needs to include the high <br />iperative Agreement over the last 3 years. <br />tuting 10 percent of the 90 mile study area as the <br />ler is erroneous. The Service and the <br />bitat requirements to support a fully recovered <br />ere and included safety factors. These habitat <br />c Program. The DEIS should not expand upon <br />Flood Protection • Water Project Plaiuung and Finance • Stream and Lake Protection <br />Water Supply Protection • Conservation Planning