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PERMFILE71712
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PERMFILE71712
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Last modified
8/24/2016 11:20:59 PM
Creation date
11/20/2007 11:57:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980001
IBM Index Class Name
Permit File
Doc Date
4/22/2003
Section_Exhibit Name
4.3 Topsoil Management
Media Type
D
Archive
No
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Normally, conditions optimum for biological imprinting occur in early <br />summer, well after snowmelt but before drought conditions occur, and late <br />summer or fall with the return of seasonal precipitation. <br />The use of concentrating small groups of cattle for short time <br />durations as biological imprinters provides several advantages over using <br />mechanical imprinters in repairing rills and small gullies: 1) the rills <br />and gullies are disrupted without the need to redisturb surrounding areas <br />as is experienced with mechanical methods, thereby minimizing overall <br />disturbance, 2) disruption of the rills and gullies, mulching, <br />incorporating of seed, and fertilizing the affected area are accomplished <br />as one task and, 3) inherent soil moisture conditions are used <br />advantageously for seed germination and vegetative growth. Due to the <br />short time duration and feed being provided to the cattle while placed on <br />the areas needing rehabilitation, the implementation of this program should <br />not be considered part of a grazing plan. <br />Wildlife may be used opportunistically to achieve the same desired <br />result. In this instance loosened hay bales are placed in the rills or <br />gullies and seed may be spread on the surrounding area. When the wildlife <br />feed on the hay bales, usually elk or deer, their hooving activities <br />produce similar results. <br />Design and construction of concentrated flow structures will follow <br />standard engineering practices as detailed in "Surface Mining Water <br />Diversion Design Manual", OSMRE, September 1982; "Applied Hydrology and <br />Sedimentology for Disturbed Areas", Barfield, Warner and Haan, Oklahoma <br />Technical Press, fourth printing, 1987; or other suitable, accepted design <br />methods. Table 7.2 of "Applied Hydrology and Sedimentology for Disturbed <br />Areas" contains a fairly comprehensive listing of sheet and concentrated <br />flow erosion control measures, methods and materials, which may be used <br />either singly or in combination, to control excessive erosion. P&M <br />reserves the right to use these, or any other erosion control measures, <br />methods or materials to correct a given erosion problem, at its discretion. <br />The timing of implementation of reactive erosion control practices <br />will depend on the severity of the erosion and soil moisture conditions. <br />The time of the year in which erosion monitoring evaluations that identify <br />a particular feature as being unacceptable are completed may also influence <br />scheduling. Many of the corrective measures and methods require the use of <br />heavy equipment and may only be completed when soil moisture or gzound <br />conditions are favorable. Attention to heavy equipment requirements will <br />minimize or avoid additional damage to the problem and adjacent areas. <br />Erosion control measures or methods will not be implemented if the benefits <br />do not outweigh any adverse impacts associated with implementation. <br />Technical Revision 40 4.3-21 March 25, 2003 <br />
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