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0 <br />Mr. Rob Zuber <br />August 3, 2015 <br />Page 11 <br />submittal and the previous submittal are not significant, and do not change the channel design or <br />riprap sizing requirements. The SEDCAD models for Reach 1 and Reach 2 are revised, and <br />pages Exh. 7-25-11 through 84 are resubmitted at this time. <br />Volume 20 <br />Exhibit 23. Item 2 (eeotechnical stud <br />ITEM 38. It appears that a different unit weight was used for south end of the fill. The unit <br />weight used for this analysis was 130 pcf compared to 110 pcf used in the analyses performed <br />for the primary slope of the spoil fill. Please provide the Division with an explanation for the <br />change in unit weight for spoil or provide a slope stability analysis using the correct unit weight. <br />Response: The response to this comment is still being prepared, and it will be subsequently <br />addressed at a later date under a separate cover. <br />Volume 22 <br />ITEM 39. Cross sections are not shown on Map 7A or apparently other maps. Please revise or <br />clarify. <br />Response: The cross sections previously shown on Map l OB, approved under PR -03, have been <br />removed from Map l OB and included on Map 7A. <br />ITEM 40. Map I 1 B does not show geological cross sections, but other portions of the PAP <br />(e.g., Figure 2.04.6) indicate that it should. Please revise or clarify. <br />Response: The locations for the geologic cross sections presented in Figure 2.04.6 have been <br />included on Map 7B. <br />ITEM41. The title for Map IIB is different on the map versus in the TOC. Please revise or <br />clary. <br />Response: The title for Map 11B on List of Maps has been updated to be consistent with the <br />Map 11 B title. <br />ITEM 42. Please explain why some drainage areas on Map 41B do not correspond to the <br />topography (e.g., the west side of Bear Draw). <br />Response: The response to this comment is still being prepared, and it will be subsequently <br />addressed at a later date under a separate cover. <br />