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<br />I <br />I <br />I <br />I <br />I <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br /> <br />B. The report shall include the following: <br />n/a 1. Flood plain map sho\ling the inundated areas. <br /> <br />n/a 2. Cross sections to scale showing elevations and channel <br />wi dth. The di scharge and average velocity shall be shO\'/n <br />for each section. <br /> <br />n/a 3. Tabulation of parameters assumed. <br />n/a 4. Sensitivity analysis of assumed parameters. <br />n/a 5. Computer printout of the dam break flood. <br /> <br />n/a 6. Include a reference to all prograr.1S, data, and docur.Jents <br />used. <br /> <br />n/a 7. Conclude \lith a reco~r.1ended hazard rating for the dar.J based <br />upon criteria shown in the Technical Guidelines, Section I. <br /> <br />IV. GEOTECHNICAL REPORT <br /> <br />A. For any dar.J which has a hazard rating above 1011 hazard, the follOl/ing <br />must be evaluated and included in the geotechnical investigation: <br /> <br />l. Foundati on: <br /> GIl &GI2 ;FDR-ll a. In situ sar.Jples (undisturbed) <br /> GIl &GI2 ;FDR-14 b. Field classification <br /> Gll&GI2;FDR- <br /> App. B c. Logs of test holes <br /> GIl&GI2;FDR- <br /> App. B d. Penetration tests <br /> GIl&GI2;FDR- <br /> App. B e. Ground water level <br /> GIl &GI2;FDR-ll f. In situ pemeabi 1 ity <br /> FDR-l B g. Density <br /> nfa h. Dispersive clays <br /> nfa i. Rock quality <br /> FDR-4,5,36-40 j. Piping potential between geologic 1 ayers <br /> n/a k. Bedrock jointing, RQD, etc. <br /> <br />21 34Hf 4 <br />