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2011-09-19_REVISION - M1982155 (17)
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2011-09-19_REVISION - M1982155 (17)
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Last modified
6/15/2021 5:39:05 PM
Creation date
9/26/2011 12:17:27 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1982155
IBM Index Class Name
REVISION
Doc Date
9/19/2011
Doc Name
Revised Amendment
From
Schmidt Construction Company
To
DRMS
Type & Sequence
AM3
Media Type
D
Archive
No
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Materials Handling - Backfilling <br />As available, overburden material will be used for backfilling. The pit floor will receive only <br />enough backfill to create final grading for drainage and to establish a growth medium for <br />revegetation. The pit slopes will require backfilling to achieve final reclaimed slopes of 3H:1V <br />(see Exhibit F -3, Reclamation Plan Typical Sections). Because of the small pit size and potential <br />depth of the deposit, it may not be possible to achieve complete side slope reclamation by <br />backfilling with available overburden material. Although the overburden material is generally <br />deep (4 to 6 feet) on the relatively flat pediment surface, the total area for overburden recovery is <br />limited. Preliminary material balance estimates suggest that approximately 150,000 cubic yards <br />of overburden material may be available, but the depth of the pit at possibly 30 to 50 feet and the <br />desired reclamation slopes of 3H:1 V could require 150,000 cubic yards or more for reclamation. <br />In addition to the side slopes, overburden material is also required to cover the pit floor for <br />drainage grading and to establish a growth medium. The result is, depending upon the amount of <br />overburden material recovered and available for reclamation, side slope backfilling may need to <br />be enhanced with an initial "cut and fill" of the near vertical side slopes (see Exhibit F -3, <br />Reclamation Plan Typical Sections). The degree of "cut and fill" required, if any, will be <br />determined during mining as overburden material quantities and pit depths are realized. <br />Materials Handling - Grading <br />The 3H:1 V pit side slopes will be graded to transition into the relatively flat pit floor. Grading of <br />the pit floor will leave a subtle rolling topography rather than a completely flat bottom. The <br />variations in topography should not create water catchment areas, but should be graded to drain <br />freely. The topography is intended to control water flow and create a variety of <br />microenvironments so a wide variety of vegetation assemblages can develop. This form of final <br />grading greatly improves the diversity of wildlife than can live on the area and also encourages <br />some dynamic interaction between different vegetation forms. <br />The side slopes will also not be graded smooth, but will contain a low profile ridging pattern that <br />follows the contour. Final grading that leaves this type of ridging pattern helps to capture water <br />for plant growth as well as reduce the velocity of runoff and slope erosion. On these slopes, <br />erosion may present a maintenance issue for the first year or two of revegetation if there are <br />large, drenching thunderstorms, but more normal low intensity thunderstorms should not create <br />more than minor rilling if the grading ridges are done along the contour. <br />Blending of the pit outlet is important to prevent pooling of water in the pit bottom and to avoid <br />creating a steep slope at the pit edge that encourages erosion. The final grading of this transition <br />area will blend the topographic contouring from the pit floor with the undisturbed topography <br />beyond the pit edge. <br />Topsoiling and Growth Media <br />As is currently the case at the Fountain Pit, the growth medium will be a combination of <br />overburden and topsoils. Unfortunately, there is not a large quantity of quality topsoil available <br />at this site. The topsoil is only marginally different from the overburden, with its main <br />Fountain Pit M- 1982 -155 <br />DRMS 112 Permit Amendment Page 12 <br />
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