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_GENERAL DOCUMENTS - C1981017 (240)
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_GENERAL DOCUMENTS - C1981017 (240)
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Last modified
11/2/2020 10:27:31 AM
Creation date
6/20/2012 11:20:59 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
GENERAL DOCUMENTS
Doc Name
Bid Documents (IMP) 1993 Permit Renewal
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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OBSERVATIONS <br /> Geotechnical Report - <br /> The above mentioned Geo-Hydro report addressed the <br /> bedrock and surficial geology landslides and avalanches, and <br /> methods of road construction and slope angles. The report <br /> noted that: <br /> - Development of the haul road system in Coal Basin <br /> was a difficult task. With rugged mountainous topography, <br /> steep slopes, severe erosion problems, potentially unstable <br /> slopes and high avalanche danger comprise a set of <br /> exceptionally unfavorable factors for road construction. <br /> - Morphological features of the area have been very <br /> much influenced by the harsh climate related to the <br /> exceptionally high altitude. Erosional processes <br /> significantly contributed to the rugged topography. <br /> Frequent avalanches continuously modify the surface features <br /> at numerous locations along the haul roads at several mine <br /> benches. <br /> Geo-Hydro found that high soil cuts have been excavated <br /> in many road sections, with some grades exceeding 45 <br /> degrees, and that "the access to it (the slope of the cut) <br /> is difficult or impossible". The report also states that <br /> high rock cuts can also be found along some road segments <br /> and are typically very steep, frequently up to vertical ; <br /> although, again, ". . . access to the slopes is practically <br /> impossible" . <br /> Geo-Hydro's report goes on to provide very detailed <br /> information on the geotechnical aspects of the haul roads. <br /> Table 11 (Figure 2) in their report summarizes the <br /> configurations and geotechnical conditions of the haul <br /> roads. The overall stability of the cut and fill sections <br /> of the haul roads is summarized as shown below: <br /> Minor or No Moderate Important <br /> Stability Problems Stability Problem Stability Problems <br /> Cut - 60% 2-3% 17% <br /> Fill - 6Z1 131 4`!. <br /> All of the important stability problems identified on <br /> the haul roads have, for the most part, been attributed to <br /> factors other than the existence of the haul roads. These <br /> other factors include natural erosional process, avalanches <br /> and natural slumping and creeping of steep slopes. A small <br /> percentage of the important stability problem areas of the <br /> road system may be due in part to the combined effects of <br /> natural processes and the existence of the haul road. <br /> However, this percentage is very small and for the most part <br /> is insignificant. <br />
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