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<br />. <br /> <br />." ,. . ,:J <br />lJ ';) I .~ <br /> <br />Woodward.Clyde Consultants <br /> <br />1. <br /> <br />, <br /> <br />II. <br /> <br />, <br /> <br />, <br /> <br />III. <br /> <br />, <br /> <br />IV. <br /> <br />V. <br /> <br />VI. <br /> <br />. <br /> <br />VII. <br /> <br />, <br /> <br />VIII. <br /> <br />TABLE OF CONTENTS <br /> <br />INTRODUCTION <br /> <br />1. General <br />2. Scope of Work <br />3. General Description of the Dam and Site <br /> <br />SITE GEOLOGY <br /> <br />1. General <br />2. Foundation Formations <br />3. Geologie Structure <br />4. Other Considerations <br />5. Landslides on Abutments and on <br />Reservoir Perimeter <br />6. Seismologic probability Considerations <br /> <br />MATERIALS AND DESIGN PARAMETERS <br /> <br />1. General <br />2. Zone 1 <br />3. Zone 2 <br />4. Filter-Drain Zone <br />5. Foundation Sands <br />6. Pierre Formation <br /> <br />STABILITY OF DOWNSTREAM SLOPE <br /> <br />STABILITY OF UPSTREN1 SLOPE <br /> <br />FOUNDATION SEEPAGE <br /> <br />1. General <br />2. Review of Bureau Analyses <br />3. Considerations of Seepaae at <br />Right Abutment <br />4. Review of Slurry Trench <br /> <br />CONCLUSIONS <br /> <br />CLOSURE <br /> <br />i <br /> <br />PAGE <br /> <br />1 <br /> <br />1 <br />3 <br />4 <br /> <br />6 <br /> <br />6 <br />7 <br />8 <br />8 <br /> <br />9 <br />9 <br /> <br />11 <br /> <br />11 <br />11 <br />12 <br />13 <br />14 <br />16 <br /> <br />19 <br />20 <br /> <br />22 <br /> <br />22 <br />22 <br /> <br />23 <br />25 <br /> <br />27 <br />29 <br /> <br />(I <br />