2021-12-29_PERMIT FILE - M2021009 ‎(23)‎

• Permit No: M2021009
• IBM Index Class Name: Permit File
• Doc Date: 12/29/2021
• Doc Name Note: Appendix GS-1 - Galena Informatinon
• Doc Name: Adequacy Review Response
• From: Lewicki & Associates/Young Ranch Resource, LLC
• To: DRMS
• Email Name: AME
• Email Name: MAC
• Media Type: D
• Archive: No

65 185.00 8265.27 367.78 8165.27 518.36 8657.55 514.80 1.954
66 185.00 8265.27 367.78 8165.27 518.11 8657.09 514.29 1.954
67 185.00 8265.27 367.78 8165.27 517.86 8656.64 513.78 1.954
68 185.00 8265.27 367.78 8165.27 517.61 8656.18 513.27 1.954
69 185.00 8265.27 367.78 8165.27 517.36 8655.72 512.76 1.954
70 185.00 8265.27 367.78 8165.27 517.11 8655.27 512.24 1.954
71 185.00 8265.27 367.78 8165.27 516.86 8654.81 511.73 1.954
72 185.00 8265.27 367.78 8165.27 516.61 8654.35 511.22 1.955
73 185.00 8265.27 367.78 8165.27 516.36 8653.89 510.71 1.955
74 185.00 8265.27 367.78 8165.27 516.11 8653.44 510.20 1.955
75 185.00 8265.27 367.78 8165.27 515.86 8652.98 509.69 1.955
76 185.00 8265.27 367.78 8165.27 515.61 8652.52 509.18 1.955
77 185.00 8265.27 367.78 8165.27 515.36 8652.07 508.67 1.955
78 185.00 8265.27 367.78 8165.27 515.11 8651.61 508.16 1.956
79 185.00 8265.27 367.78 8165.27 514.86 8651.15 507.65 1.956
80 185.00 8265.27 367.78 8165.27 514.61 8650.69 507.14 1.956
81 185.00 8265.27 367.78 8165.27 514.36 8650.24 506.63 1.956
82 185.00 8265.27 367.78 8165.27 514.11 8649.78 506.12 1.956
83 185.00 8265.27 367.78 8165.27 513.86 8649.32 505.61 1.956
84 185.00 8265.27 367.78 8165.27 513.61 8648.86 505.10 1.956
85 185.00 8265.27 367.78 8165.27 513.36 8648.41 504.59 1.957
86 185.00 8265.27 367.78 8165.27 513.11 8647.95 504.08 1.957
87 185.00 8265.27 367.78 8165.27 512.86 8647.49 503.57 1.957
88 185.00 8265.27 367.78 8165.27 512.61 8647.03 503.06 1.957
89 185.00 8265.27 367.78 8165.27 512.36 8646.58 502.55 1.957
90 185.00 8265.27 367.78 8165.27 512.11 8646.12 502.04 1.957
91 185.00 8265.27 367.78 8165.27 511.86 8645.66 501.53 1.958
92 185.00 8265.27 367.78 8165.27 511.61 8645.20 501.02 1.958
93 185.00 8265.27 367.78 8165.27 511.36 8644.75 500.51 1.958
94 185.00 8265.27 367.78 8165.27 511.10 8644.29 500.00 1.958
95 185.00 8265.27 367.78 8165.27 510.85 8643.83 499.49 1.958
96 185.00 8265.27 367.78 8165.27 510.60 8643.37 498.98 1.958
97 185.00 8265.27 367.78 8165.27 510.35 8642.92 498.47 1.959
98 185.00 8265.27 367.78 8165.27 510.10 8642.46 497.96 1.959
99 185.00 8265.27 367.78 8165.27 509.85 8642.00 497.45 1.959
Critical Failure Surface(circle 1)
------------------------
Intersects: XL: 230.00 YL: 8240.27 XR: 367.78 YR: 8165.27
Centre: XC: 545.59 YC: 8655.99 Radius: R: 521.94
Generated failure surface:(20 points)
230.00 8240.27 236.64 8235.31 243.36 8230.46 250.15 8225.71 257.02 8221.08
263.97 8216.55 270.98 8212.13 278.06 8207.83 285.21 8203.64 292.43 8199.56
299.71 8195.60 307.05 8191.75 314.45 8188.02 321.91 8184.41 329.42 8180.92
336.99 8177.55 344.62 8174.29 352.29 8171.16 360.01 8168.16 367.78 8165.27
Slice Geometry and Properties-Critical Failure Surface(circle 1, 41 slices)
--------------------------------------------------------
Slice X-S -------------------Base--------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
YRR Geotech
October 2021 16 Lewicki 81 Associates