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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 />Evaluation will be based on existing information and site <br /> <br /> <br />observations. No subsurface investigations will be made. <br /> <br /> <br />For new ditch, canal and siphon alignments and for existing <br /> <br /> <br />ditches planned for improvement or enlargement, the <br /> <br /> <br />reconnaissance will consist of walking representative <br /> <br /> <br />reaches of the ditches and alignments; visually examining <br /> <br /> <br />topographic, geologic, and soils conditions at proposed <br /> <br /> <br />structure locations and changes in ditch sections; and <br /> <br /> <br />evaluating potential impacts of tl}e enlargements and new <br /> <br /> <br />construction. <br /> <br />METHODOLOGY: <br /> <br />1. Identify additional project structural elements not <br /> <br /> <br />part of the proposed High Elevation system based on <br /> <br /> <br />previous proj ect study reports, map studies, current <br /> <br /> <br />research, suggestions from the CWCB, and other <br /> <br /> <br />knowledgeable sources. The number of such additional <br /> <br /> <br />structural elements will not exceed 30. <br /> <br />2. Tabulate physical characteristics and other selected <br /> <br /> <br />information obtained in step 1 for each presently <br /> <br /> <br />proposed and potential additional project element on <br /> <br /> <br />standardized data sheets. <br /> <br />A-40 <br />