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2021-10-05_REVISION - M1983033
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2021-10-05_REVISION - M1983033
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Last modified
12/28/2024 2:50:13 PM
Creation date
10/6/2021 6:17:16 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1983033
IBM Index Class Name
Revision
Doc Date
10/5/2021
Doc Name
Adequacy Review Response
From
Albert Frei & Sons
To
DRMS
Type & Sequence
AM9
Email Name
PSH
Media Type
D
Archive
No
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Walstrum Spur Amendment,Geotechnical Stability Exhibit Revised September 30, 2021 <br /> Table 5:Slope Stability Modeling Results <br /> OVERALL SLOPEOF • <br /> SEISMIC •- <br /> SECTION DIP OF ROCK FACTOR OF <br /> COEFFICIENT I REQUIREMENTS <br /> ABOVE 8000 BELOW 8000 SAFETY <br /> 1 41 Degrees 1:1 0.6:1.0 0.00 2.63 1.3 <br /> 1 41 Degrees 1:1 0.6:1.0 0.12 2.12 1.15 <br /> 1 31 Degrees 1:1 0.6:1.0 0.12 2.18 1.15 <br /> 1 51 Degrees 1:1 0.6:1.0 0.12 2.11 1.15 <br /> 2 Homogeneous N/A 0.6:1.0 0.00 2.42 1.3 <br /> 2 Homogeneous N/A 0.6:1.0 0.12 2.12 1.15 <br /> 3 41 Degrees 1:1 0.6:1.0 0.00 2.49 1.3 <br /> 3 41 Degrees 1:1 0.6:1.0 0.12 2.17 1.15 <br /> 4 41 Degrees 1:1 0.6:1.0 0.00 3.14 1.3 <br /> 4 41 Degrees 1:1 0.6:1.0 0.12 2.73 1.15 <br /> 5 41 Degrees N/A 0.6:1.0 0.00 3.76 1.3 <br /> 5 41 Degrees N/A 0.6:1.0 0.12 3.19 1.15 <br /> 6 Xf mogeneous N/A 0.6:1.0 0.00 5.68 1.3 <br /> 6 Xf mogeneous N/A 0.6:1.0 0.12 4.65 1.15 <br /> Sensitivity Analysis(Hypothetical),Seismic/Dynamic Results-Band of Low Strength Rock in Footwall Slope <br /> 2 10-ft-thick Xb N/A 0.6:1.0 0.12 1.15 N/A* <br /> at 35 Degrees* <br /> 2 20-ft-thick Xb N/A 0.6:1.0 0.12 0.98 N/A* <br /> at 35 Degrees* <br /> *Sensitivity analysis assumes hypothetical lower quality(poor) rock that is outside the range of actual data. <br /> 6.5.5 Kinematic Studies <br /> As mentioned earlier, geophysical logging was used to determine foliation trends and identify structural <br /> discontinuities. The data provided by Jet West were uploaded into RocScience DIPS for analysis. As is typical <br /> with metamorphic rock, the degree of folding can make analysis challenging because of the dynamic geometry. By <br /> observing the foliation trends for 100-foot depth intervals, it can be seen that while the majority of the foliation planes <br /> dip toward the north at around 40 degrees, the pole of the predominant joint set changes azimuth by 10 to 20 <br /> degrees and dip by around 10 degrees between those 100-foot depth filtered intervals. <br /> Some features that appeared to be open fractures or disconformities were identified in the geophysical logging. <br /> When 100-foot intervals are prepared, there are very few intervals that have more than four poles with the same <br /> pole (+/-5 degrees in azimuth and or dip). This is indicative of a generally wide fracture spacing. <br /> Planar failure may occur if a geologic disconformity dips out of the rock slope at an angle that is shallower than the <br /> angle of the slope and greater than the effective friction angle along the disconformity, as shown with the <br /> hypothetical layer of low strength biotite gneiss. The work of Wylie and Mah in Rock Slope Engineering (Wylie & <br /> Mah 2004) notes that planar sliding is not possible if the dip direction of the discontinuity differs from the direction <br /> of the face by more than 20 degrees. The stereonets presented in Appendix F indicate that there are foliation <br /> QTETRA TECH Page 31 1 35 <br />
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