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<br />2. All noted figures have been resubmitted with a <br />darkening of topographic features. <br />3. All design and construction drawings and all relevant <br />maps and plans have been certified by a registered professional <br />engineer. <br />4. In stating that "slopes in unconsolidated material <br />should never be less than <br />the above as noted in the <br />disregarded; "except that <br />authorized...." This exc <br />4.03.1(3) (c) (i) even if a <br />demonstrated. <br />1v:1.5h," the clear exception to <br />cited reference 4.03.1(3)(c)(i) was <br />steeper slopes may be specifically <br />aption may be authorized pursuant to <br />safety factor of less than 1.5 is <br />SEI has contracted a consultant to provide the company <br />with supplemental design and construction criteria which will <br />be provided the Division prior to completion of the technical <br />review of this application. <br />5. The requested information was provided in Table 4.5-11 <br />and Appendix M. The text also addresses culverts. <br />6. Figures 2.2-10 and 2.2-11 have been redrafted to show <br />an altbred spacing of culverts along the access/haul road. <br /> <br />F <br />The spacing of culverts was in response to road gradient and <br />location of small ephemeral drainages transected by road construc- <br />tion. As spaced,each small drainage is covered by a cross drain <br />which certainly satisfies the purpose of the cited regulation. <br />2.05.3(4) <br />1. Requested information is provided in Appendix M and in <br />the 4.5 series of tables. <br />-9- <br />