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<br />'he roadway alignment may need to be <br />codified to provide a technically sound <br />ind cost effective roadway. If the cut- <br />ind-fill section is to be used, a wall to <br />support the fill may be required. <br />4. Section 8.1.3, p. 36 <br />As surface owner, ARCO intends to keep the <br />road open to access grazing areas in the <br />vicinity of the refuse disposal site. <br />5. Section 7.4, p. 33 and Appendix A, p. 31 <br /> <br />HYDROLOGY <br />1. Section 6.2, p p. 27-30 <br /> <br />2. Section 6.2, p p. 27-30 <br /> <br />3. Section 6.2, p p. 27-30 <br /> <br />BONDING/RECLAMATION <br />1. Section 8.2, p p. 36-39 <br /> <br />2. No more than 10 acres of land will be <br /> disturbed at one time. <br />3. Section 8.2, p p. 36-39 <br /> <br />4. Section 3.2, p p. 5-7 <br />Initially, approximately 10 acres of area <br />will be stripped. Subsequent stripping <br />will be done on a live basis. <br />GEOTECHNICAL <br />1. Section 5.0, pp. 18-19 and Appendix B <br />Two samples of refuse materials obtained <br />from the preparation plant were tested. <br />2. Section 5.3, pp. 20-23 <br />A lateral stability analysis was performed <br />using a very conservative approach. A <br />minimum factor of Safety of 1.62 was <br />obtained. <br />• <br /> <br />