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Colowyo 'TR -76 <br />South 'Taylor Haul Road <br />a Adequacy Review — MLT <br />30-Jun-2009 <br />Page 3 of 3 <br />design flow, without resulting in erosion and potential damage to the roadway and <br />the cut slope above. Please provide engineered design details for the witch. <br />Colowyo has provided Exhibit 7, Item 14Q to address this requirement. his <br />reviewed by Mi e , oulay, the ditch design and demonstrations are adequate. <br />Item resolved — no further action is required. <br />6 10) The third paragraph of Page 4.03 -1 has been ifie l to incorporate South Taylor <br />Haul Road information. However, the remainder the page continues to refer to <br />"both" Haul Roads (presumably A and . Please modify the remainder~ `'age <br />.3 <br />. - t ac <br />ensure clarity and consistency with the f act that there will now be three <br />permitted haul roads. <br />Coloyo has added clarifying text to page 4,03 -1. <br />Item resolved — no further action is required. <br />70 1) The last sentence of the third paragraph on Page 4,03 -1 refers to Permit Volume <br />Fourteen, but the "Change Sheet" which accompanied the application indicates <br />that it is pages in Volume 12 that have been modified. Please check to see that <br />the correct Volume is being referenced, and revise if necessary. <br />Colowyo has changed this discrepancy. <br />Item resolved — no further action is reg hied. <br />8(12) The fourth paragraph on page 4.03 -1 states that the "haul roads" have been paged <br />with asphalt... According to the Construction Dotes on Map 25C, the South <br />Taylor Haul Road will be surfaced with rock or crushed gravel. Please revise the <br />text on page 4.03 -1 to arf the type of surfacing for each of the three haul <br />rats. <br />Coloyo has revised the text on Page 4.03 -1 to clarify the type of surfacing <br />for each of the three permitted haul roads. <br />Item resolved — no further action is necessary, <br />This concludes my adequacy comments for TR -7 — South Taylor Haul Road. Please do <br />not hesitate to contact me with any questions you may have. <br />