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2024-02-01_REVISION - M1973021 (2)
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2024-02-01_REVISION - M1973021 (2)
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Last modified
2/1/2024 12:43:10 PM
Creation date
2/1/2024 11:22:34 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Revision
Doc Date
2/1/2024
Doc Name Note
Adequacy Response 1
Doc Name
Adequacy Review Response
From
Holcim/HDR
To
DRMS
Type & Sequence
TR9
Archive
No
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Geotechnical Stability Exhibit <br /> Engineering Evaluation of Highwall Design for the South Quarry of the Morrison Quarry <br /> <br /> January 2024 | 22 <br />values are comparable to those utilized by GEI in their previous stability design and analyses. <br />This comparison indicates a consistent trend in the distribution of very hard quartz and quartz- <br />like material, hard biotite gneiss of varying mineral assemblages, and veins or regions of heavily <br />fractured and/or altered soft material such as talc, chlorite, and intermixed sedimentary material. <br /> <br />Figure 7: Scatter Plot of Laboratory Tested UCS Values and Categories for Design <br />5.2.1.2 Design GSI Value <br />Design GSI values were based on field evaluations by HDR geologists of exposed typical <br />competent and talc-gneiss material within the quarry. GSI values are inherently variable by <br />definition, and the existing variability of a metamorphic environment suggests that the <br />recommended GSI values may differ from location to location. A holistic view of the geologic <br />conditions at the site were considered in developing the recommended GSI values. An example <br />of a typical exposed rock face for competent material is presented in Figure 8 and an example <br />of a typical exposed rock face for talc-gneiss material is presented in Figure 9.
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