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• 1. Tha area around a suspect hole will be sampled on a closer spacing interval in order <br />to better define the lateral extent and variability of the unsuitable materiel. <br />2. Yhare unsuitable shale and clay strata ere encountered in the reduced highwall or <br />upper three feet of final graded spoil, an intensive deep ripping or chiseling <br />program will be initiated. The major advantages of deep ripping ere related to the <br />phyaicel properties of the soil. soi la ere ripped to decrease compaction, increase <br />aeration and water movement, and increase plant rooting depths (Redente and Xargi s, <br />1985; Josiah, 1986). <br />3. find graded areas having an unsuitable active or potential acidity or boron value <br />well be neutralized with amendments or covered with a minimum of four feet suitable <br />root growth medium, including soil. <br />4. It none of the above procedures satisfactorily mitigate a certain problem, [he <br />Division will be notified and recommended actions will then be implemented. <br />Peabody will me~ntain records of the sampling results for each logical reclamation unit. <br />These records will be kept on file at the mine site or SCC's Corporate office end will be <br />reported within the annual reclamation report. <br />• This <br />li ill <br />h <br />f <br />f f <br />fi <br /> samp <br />ng program w <br />ensure t <br />e top <br />our <br />eet o <br />replaced soil and <br />nal graded <br /> spoil is non-toxic and chemically/physically suitable to enhance plant growth. <br />Comoactibility and Erodibilitv. Determining the compaction potential of disturbed <br />overburden is important [o assess postmine spoil condition including: hydraulic <br />conductivity, revegetation success, landscape stability, and equipment trafficability. <br />Generally, stability and/or compaction problems are refaced to soils high in shrink/swell <br />clays, soils with large proportions of sand and clay (sandy Clay texture), and soils with <br />approximately equal proportions of sand, silt, and clay size particle fractions (Arnold <br />and Dollhopf, 1977). These three conditions are not highly desirable since a high <br />shrink/swell clay content in postmine landscapes causes poor stability and low <br />permeability conditions, a sandy clay textured soil develops surface crusting problems, <br />and an equal particle size distribution causes excessive compaction which results in <br />restricted water movement and root growth. <br /> The first two considerations listed above are among [hose used for establishing the <br /> grading system for texture. Spoils grading poor in texture are discussed within the <br />• <br /> previous subsection of this tab and in the Xixing and Mitigation of Unsuitable Material <br />5 <br />