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<br />Southfield Bond Estimate <br />May 20, 1994 <br />Page 2 <br />plan for the final reclamation of the refuse pile. He said <br />that stockpiles 4 and 5 are to be constructed for reclamation <br />of the refuse pile. However, he said he's not sure if this <br />alternate plan will be presented at the renewal, and he <br />suggested to complete the bond I should use a borrow area or <br />import material, and they would probably consider either as a <br />final plan. <br />I would recommend that this issue be resolved as soon as <br />possible. <br />6. Topsoil stockpiles M-4 and M-5 are proposed to be constructed. <br />I was not given any indication as to when they might be <br />created. The piles, if constructed, are intended for the <br />reclamation of the refuse pile. <br />7. Tom Leidich and Al Weaver said that concrete will not be used <br />to backfill the portals. Concrete will most likely be buried <br />in the vicinity as there is a low spot on the site, and <br />material from the facilities area will be used to backfill the <br />portals. <br />8. Tom Leidich stated that the drainage and sediment control map <br />provides the current topography of the area. Mr. Leidich also <br />stated that the highwall is located at the northwest corner of <br />the east loadout. It is about 10 feet high at 1 1/2:1 side <br />slopes and will be reduced to 3:1 side slopes. <br />9. The dimensions of some of the buildings have been provided and <br />will be reviewed. <br />cc: David Berry <br />CEJ/014RE1 <br />