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Transit Mix Concrete Co. <br /> 96) In the demolition cost estimate, costs are included for removing a power substation, power <br /> line poles, a portion of asphalt road, and 8-foot chain link fencing. Please show the <br /> approximate locations where these structures/features will be constructed on a figure in <br /> Exhibit C and in Exhibit L. <br /> Response: The power substation is already shown on Figure L-1 (item 5), and the 8-foot <br /> chain link fence will be around the substation. The power line poles will be adjacent to the <br /> access road on 200ft spacing as shown on Figure C-1; however, the exact alignment may <br /> vary depending on actual site/road conditions. All disturbances will remain within the <br /> affected lands boundary. A portion of asphalt road is shown on Figure L-2; however, the <br /> total extent is not. The asphalt road is from the scale house to Highway 115. The 8-foot <br /> chain link fencing is around the substation and has been included on Figure L-1. Figure C-1 <br /> has been updated to show the locations where the structures/features will be constructed. <br /> 97) In the demolition cost estimate, costs are included for Deadman Stream Crossing/Culvert <br /> Removal 48". However, this application does not propose affecting land near Deadman <br /> Creek. Please remove this item from the demolition costs. Please be sure removal costs are <br /> included for all culverts proposed in this application. <br /> Response: The costs for Deadman Stream Crossing/Culvert have been removed from the <br /> cost estimate. The cost estimate accounts for all culverts. <br /> 98) On page 8 of the cost estimate, the values for Highwall Slope and Highwall Bench are <br /> switched, according to Tables L-1 and L-2, which show 16.50 acres for Highwall Benches <br /> and 20.41 acres for Highwall Slopes. Please make any necessary corrections. <br /> Response: The number for highwall slopes and highwall benches was reversed; should <br /> have read highwall slope 20.41 and highwall benches 16.50; similar to table L-1 and L-2. <br /> Also, as noted the acreage for highwall slopes (20.41) has been removed from calculations. <br /> Table L-2 and the Exhibit L text and calculations have been revised to include consistent <br /> values for the highwall slopes and reclamation areas. <br /> 99) On page 8 of the cost estimate, the Applicant indicates the volume estimates for earthwork <br /> include costs for regrading the top of the F1 stockpile area and cutting a drainage across the <br /> F2 backfill area and pit floor. In order for the Division to calculate the required financial <br /> warranty, these costs must be separated into separate tasks. Please provide estimated <br /> material volumes for these items, and be sure to include all other required information in <br /> their respective worksheets. <br /> Response: The costs calculations have been revised to include separate volume estimates <br /> for regrading the stockpile and for cutting drainage across the backfill area and pit floor. <br /> 100)The way the reclamation tasks and costs are presented in this exhibit, particularly for <br /> earthwork tasks, it is difficult for the Division to separate them in order to calculate the <br /> required financial warranty. Please separate all earthwork tasks and be sure to include all <br /> applicable information such as stockpile source (e.g., F1, TS1), material volume, material <br /> Hitch Rack Ranch Quarry(M-2017-049) <br /> Response to Comments—March 9,2018 <br />