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<br />.;', <br />~~ <br /> <br />;J;" <br /> <br />tE <br /> <br />CONTENTS (Continued) <br /> <br />" <br /> <br />Chapter IV Analysis of alternatives (continued) <br />Canal and lateral lining alternative (continued) <br />Reevaluation of selected lining alternatives <br />Eden Lateral and Sublateral system <br />Hay Lateral . . . . . . . . . . . <br /> <br />Summary . . . . . . . . . . . . . . . <br />Status of Soil Conservation Service plan <br /> <br />Chapter V Consultation and coordination <br />Public involvement ......... <br />Planning teams .. ....... <br />Public meetings . . . . . . . . . <br />Coordination with the State of Wyoming <br />Interagency coordination <br /> <br />'If'''' <br /> <br />~ <br /> <br />References <br /> <br />. . . . . . . . <br /> <br />TABLES <br /> <br />~" <br />~: <br /> <br />Number <br /> <br />1 Numeric salinity concentration criteria for <br />Lower Colorado River . . . . . . . . <br />2 Summary of nine alternatives .. . . . <br />3 Reformulation of alternatives ...... <br />4 Comparison of alternative future conditions <br />5 Alternatives based on future conditions <br />(January 1982 prices) ...... <br />6 Viable alternatives ........ <br />7 Environmental summary ....... <br />8 Canal and lateral lining alternatives <br /> <br />MAPS AND FIGURES <br /> <br />~ <br /> <br />Big Sandy River Unit General Map <br />No. 1244-417-1737 <br /> <br />., <br /> <br />Figure <br />number <br /> <br />Page <br />the <br />13 <br />35 <br />39 <br />41 <br />43 <br />57 <br />58 <br />66 <br /> <br />Frontispiece <br /> <br />1 Profiles of piezometric surface in the <br />Laney Shale on June 1 and October 1980 . . . <br />2 Big Sandy River, TDS versus River Mile ... <br />3 Alternative I-Chevron ............ <br />4 Alternative 2-Chevron-Texasgulf (with Bone Draw) <br />5 Alternative 3-Chevron-Texasgulf and Trona <br /> <br />,", <br /> <br />r;-:-; <br /> <br />i11 <br /> <br />,', 1.... <br />t. I '1' ,...., <br />l>..i (,. , <br /> <br />Page <br /> <br />67 <br />68 <br />68 <br />69 <br />69 <br /> <br />71 <br />71 <br />71 <br />71 <br />72 <br />75 <br />77 <br /> <br />16 <br />18 <br />45 <br />46 <br />48 <br />