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please check the TOC, page EXH. 7-20-ii as I think it might have some other <br />issues). <br />15. Table 4, page Exh. 7-20-7, is a summary of pond design parameters. Table 4 still <br />has issues, specifically in the sediment loading section. Sediment loading into <br />the pond and out of the pond appears to be inconsistent or inaccurate as <br />compared to the approved SEDCAD modeling output. Information for Section 28 <br />and Section 21 ponds also appears incorrect. Please review Table 4 information <br />specific to the Sediment Loading section. <br />Jim, as discussed during our meeting, I also pointed out the following issues as a result of my <br />review. <br />• Table 1, Exh. 7-20 Part E Secondary Channel table has no relationship to Map 41 A. <br />• Application does not state a change in the amount of approved disturbed acres. <br />• Section 16 text in Exhibit 7-140 1 to 19 says ditch extension will be mined through <br />• What modeling is Colowyo presenting for safe passage of the 100-year storm for West <br />Taylor? The old model is run on the old PMT. <br />• Map 20A - TR-81 results in longer steep slopes from station 12000-13000. <br />This concludes my review. If you have questions, let me know.