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PERMFILE72054
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PERMFILE72054
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Entry Properties
Last modified
8/24/2016 11:21:29 PM
Creation date
11/21/2007 12:05:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081A
IBM Index Class Name
Permit File
Doc Date
6/15/2005
Section_Exhibit Name
Tab 23 Bonding
Media Type
D
Archive
Yes
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Bac kfilling and Grading <br />The first major phase in the reclamation of disturbed land is backfilling and grading the <br />cut and fill areas. This process is also discussed in the Hackfillinq and Grading Plan <br />found in Tab 18. <br />The first step is the determination of volumes. Cross sections were developed in the zail <br />spur area with the aid of a computer program from SoftDesk (see Exhibit 18-2). Postmine <br />slopes were then superimposed on the diagrams. For the sake of continuity, it was <br />estimated that all material would be graded toward the railroad cut at slopes between <br />Sh:ly and lOh:ly when sufficient adjacent land was available. A digitizer was used to <br />balance the cut and fill volumes of material needed to create .he above-described <br />topography. This produced a final topography that could not only be revegetated, but <br />would also allow drainage to flow through the reclaimed area without impounding water. <br />The CDMG utilized the CIRCES Cost Estimation Software to determine dozer production. This <br />program utilizes information given in the Caterpillar Handbook. All tables and charts are <br />computerized to simulate production for track type equipment. See the various worksheets <br />in Attachment 23-1 for production and costs. <br />Zt is not anticipated that wheel type earttunovers will be needed to backfill the cut <br />areas. Sufficient material exists adjacent to the cut areas for backfill purposes. <br />Topsoil Replacement. Topsoil replacement volumes were based on the volume of material in <br />stockpiles as determined by the soil survey. The CIRCES Cost Ea timation Software was used <br />to estimate scraper production. Attachment 23-1 includes scraper production and coat <br />worksheets. <br />Topsoiling was broken down into two tasks: ij Topsoiling the approximately 9,200 feet of <br />spur track, north of the loop area (costs were also included fox support equipment and a <br />D10N dozer was used to push the topsoil off t:he side slopes for later distribution); 2) <br />topsoilinq the remaining loop track area and facilities areas including Haul Road 2. <br />CDMG assumed wheeled motor graders were used fox finish grade. The CIRCES Coat Estimation <br />Software was used to estimate motor grader production. Attachment 23-1 includes scraper • <br />production and coat aorksheeta. <br />TR-06 2 - Revised OS/OS <br />
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