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C-1996-083 TR-64 <br />2°a Adequacy - MLT <br />05-Nov-2009 <br />Page 2 of 2 <br />MLT: The new location and information for Section D-D' on Figure 1 is <br />appreciated. However, the 2H:1 V cut slope shown on the revised Section D -D' <br />is shallower than what was determined to be acceptable in the Buckhorn <br />Geotech report. If the steeper (1.3H:1 V) cut slope was or will be utilized, <br />Section D-D' should be modified accordingly. <br />This concludes my Second Geotechnical Adequacy Review of TR-64. Please do not <br />hesitate to contact me with any additional questions that may arise. <br />cc: Sandy Brown, DRMS