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PERMFILE71577
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PERMFILE71577
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Last modified
8/24/2016 11:20:51 PM
Creation date
11/20/2007 11:54:56 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
SUPPLEMENTAL GEOTECHNICAL INVESTIGATION FOR HAUL ROAD G
Section_Exhibit Name
TAB 13 ATTACHMENT 13-3B
Media Type
D
Archive
No
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arm against sliding. Material would be brought in with trucks or <br />scrapers and compacted. A drainage systems for both subsurface water and <br />surface water would also be installed. <br />Retaining walls are generally a last resort method and only work in <br />certain applications. They are expensive to design and construct and will <br />only be used if absolutely necessary. <br />Geosynthetics or Geogrids <br />These methods are being used with success throughout the country. Here <br />again, the slide and remediation area has to lend itself to the <br />application of these materials. Although they tend to perform well under <br />most situations, the cost of the materials and labor to properly install <br />the materials may not lend itself to certain applications. <br />Other Methods <br />There are numerous other methods of stabilization that should be noted <br />here. Consideration of these methods will be dealt with on a case by <br />case basis. Listed below are a few of these methods. <br />- Pile systems <br />- Anchor systems <br />a. Rock bolting <br />b. Soil Nailing <br />c. Tie Backs <br />- Hardening of the soils <br />Additional Investigation <br />In order to verify subsoil strata, additional investigation will be <br />conducted. A total of six, soil backhoe pits will be dug in the location <br />shown on Figure 3S and 4S. These will be pit numbers B, 1, 2, 3, 6, and <br />7 unless access presents a problem, the alternate pits will be used. The <br />intent of Pit No. B will be to clear up Mr. Stover's question regarding <br />the origin of material on the northern dam embanlanent abutment. The <br />other five pits will be excavated to further define the material mapped <br />as Qug between Stations 55+00 and 61+00. These pits should clear up Dr. <br />Pendleton's concerns regarding sections of the road alignment crossing <br />the slope. <br />If the pits indicate that previously unforeseen problems may be initiated <br />during the construction phase, the appropriate steps will be taken to <br />correct the situation. <br />i <br />13 <br />
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