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<br />(including intangible benefits), environmental considerations, and <br /> <br /> <br />the various aspects of operation and maintenance. <br /> <br /> <br />Section V presents a legal review of each of the plans outlined <br /> <br /> <br />in Section IV. Included are legal opinions of the inherent liabilities <br /> <br /> <br />involved for each plan including right-of-way acquisition prohlems, <br /> <br /> <br />channel maintenance responsibilities, and channel improvement cost <br /> <br /> <br />responsibilities. <br /> <br /> <br />Section VI along with Volume 2, Drawings presents the preliminary <br /> <br /> <br />design of the selected drainage master plan. Included is a review of <br /> <br /> <br />the preliminary design and present day cost estimates relating to <br /> <br /> <br />maintenance, drainage improvements, and other henefits. The Volume 2, <br /> <br /> <br />Drawings indicate sizes, types etc. of existing and proposed drainage <br /> <br /> <br />facilities, flow rate and velocity at periodical intervals, existing <br /> <br /> <br />major utilities, channel bank profiles, IOO-year flood plain limits <br /> <br /> <br />and water surface profiles under existing and improved channel condi- <br /> <br /> <br />tions, right-of-way requirements and typical channel cross sections. <br /> <br /> <br />Limits of the 100-year floodway in those areas designated by the <br /> <br /> <br />Urban Drainage and Flood Control District arc contained in Table VI-I. <br /> <br /> <br />The Appendix of Volume 2, Drawings contains related information on the <br /> <br /> <br />Big Dry Creek Drainage Basin used in the preparation of this report. <br /> <br /> <br />At the conclusion of this report is a list of references, <br /> <br /> <br />including a bibliography and persons who contributed information <br /> <br /> <br />and opinions. A separate bound volume contains calculated data used <br /> <br /> <br />in the preparation of this report and is available in the files of <br /> <br /> <br />the District. <br /> <br />- 3, <br />