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;, . <br />2. Information concerning the length, width and depth or <br />thickness of concrete slabs and foundations should be <br />submitted. <br />3. Does fencing need to be installed in order to achieve <br />revegetation success? If so, installation and removal costs <br />should be submitted. <br />4. The backfilling and grading plan does not adequately describe the <br />disposal site of materials scraped up from the haul road and yard <br />area. Explain more fully the destination of materials scraped up <br />from the haul road and yard area. Bonding calculations describe a <br />100' push. <br />5. Please describe the sediment pond removal plan in greater detail. <br />Is there adequate material in the embankment to fill the pond? <br />Amend the bonding calculations to include estimates for removal of <br />the sediment pond, including mobilization and demobilization costs. <br />6. Provide an estimate of the bond required to abandon monitoring <br />wells in existing and previous hydrologic monitoring programs. <br />7. The equipment operating costs used by TCC appear to be somewhat low <br />for both the D10 and 16G. TCC proposes a two shift day as the basis <br />for the rental cost estimating. On such a small project it is <br />doubtful that two shifts/day is warranted or would be used. The <br />production estimates are slightly higher than the Division's for <br />the D10 dozer - 510 lcy versus 660 lcy. <br />/vj r <br />2751E <br />