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GENERAL41251
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GENERAL41251
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Entry Properties
Last modified
8/24/2016 8:00:22 PM
Creation date
11/23/2007 11:06:18 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980001
IBM Index Class Name
General Documents
Doc Date
5/28/1992
Doc Name
1992 EROSION INVENTORY REPORT
Media Type
D
Archive
No
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• <br />EDNA MINE--1992 EROSION INVENTORY REPORT <br />Plan are constructed. However, an inventory was conducted on selected slopes <br />within this area and information has voluntarily been included in this report. <br />This information may be utilized in the future in assessing the efFectiveness of the <br />reconstruction plan. <br />Moffat Area <br />The areas where topdressing has been replaced on the southern end in the Moffat <br />Area were inventoried. Topdressing in this area has been recently replaced, with <br />revegetation operations in various ongoing stages. There were no concentrated <br />flow erosion features identified in this area. Assessment of erosion condition <br />classes using the BLM method were not undertaken, since revegetation opera- <br />tions are ongoing and such an evaluation would be premature. <br />South-of--Shop <br />The narrow strip across the westerly facing slope in the South-of--Shop Area that <br />remains under bond was inventoried. A single concentrated flow feature was <br />surveyed and the slope itself was broken into three subareas with the erosion <br />condition class being evaluated. The results are presented categorically below. <br />Concentrated Flow Feature No. 1 <br />• <br />Concentrated Flow Feature No. 1 is located in a swale (Exhibit 1) which runs from <br />the northeast to the southwest. Runoff through this feature enters from and exits <br />to reclaimed lands that have been released from bond. The runoff channel flows <br />into a large depression that was formed as a result of the mass slide that occurred <br />in 1984. This feature appears to be reasonably stable in its current condition. <br />Therefore, monitoring over time to assess its stability has been chosen as the <br />prudent method for feature evaluation. <br />To accomplish this 5 permanent cross-sections have been established to measure <br />the depth and area of the feature (Exhibit 2). The cross-sections are numbered <br />from top to bottom and are spaced at 40 foot intervals. Average channel gradients <br />between the stations, measured with a Brunton compass, are as follows: <br />Station Interval <br />Station 1 to Station 2 <br />Station 2 to Station 3 <br />Station 3 to Station 4 <br />Station 4 to Station 5 <br />Slope Anele Slope Percent <br />8 degrees 50 minutes 15.5 <br />6 degrees 40 minutes 11.7 <br />11 degrees 30 minutes 20.3 <br />40 degrees 00 minutes 83.9 <br />. WRE May 27, 1992 <br />
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