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2024-04-25_PERMIT FILE - M2024017 (5)
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2024-04-25_PERMIT FILE - M2024017 (5)
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Entry Properties
Last modified
4/25/2024 8:43:58 PM
Creation date
4/25/2024 1:31:53 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2024017
IBM Index Class Name
Permit File
Doc Date
4/25/2024
Doc Name Note
Exhibits I - S, Geotech Exhibit
Doc Name
Application
From
Kremmling All Season Rentals LLC
To
DRMS
Email Name
RAR
JLE
Media Type
D
Archive
No
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74 93.94 7453.03 122.92 7438.54 154.83 7538.57 105.00 2.024 <br /> 75 77.28 7461.36 106.26 7446.87 138.16 7546.91 105.00 2.024 <br /> 76 82.83 7458.58 111.81 7444.09 143.72 7544.13 105.00 2.024 <br /> 77 99.50 7450.25 128.48 7435.76 159.82 7534.66 103.75 2.024 <br /> 78 93.94 7453.03 122.92 7438.54 154.26 7537.44 103.75 2.024 <br /> 79 77.28 7461.36 106.26 7446.87 137.60 7545.77 103.75 2.024 <br /> 80 71.72 7464.14 100.70 7449.65 132.04 7548.55 103.75 2.024 <br /> 81 82.83 7458.58 111.81 7444.09 143.15 7543.00 103.75 2.024 <br /> 82 88.39 7455.81 117.37 7441.32 148.71 7540.22 103.75 2.024 <br /> 83 77.28 7461.36 106.26 7446.87 137.03 7544.64 102.50 2.025 <br /> 84 71.72 7464.14 100.70 7449.65 131.47 7547.42 102.50 2.025 <br /> 85 82.83 7458.58 111.81 7444.09 142.59 7541.87 102.50 2.025 <br /> 86 99.50 7450.25 128.48 7435.76 159.25 7533.53 102.50 2.025 <br /> 87 93.94 7453.03 122.92 7438.54 153.70 7536.31 102.50 2.025 <br /> 88 88.39 7455.81 117.37 7441.32 148.14 7539.09 102.50 2.025 <br /> 89 71.72 7464.14 100.70 7449.65 130.91 7546.29 101.25 2.025 <br /> 90 99.50 7450.25 128.48 7435.76 158.69 7532.40 101.25 2.025 <br /> 91 82.83 7458.58 111.81 7444.09 142.02 7540.73 101.25 2.025 <br /> 92 88.39 7455.81 117.37 7441.32 147.57 7537.96 101.25 2.025 <br /> 93 77.28 7461.36 106.26 7446.87 136.46 7543.51 101.25 2.025 <br /> 94 93.94 7453.03 122.92 7438.54 153.13 7535.18 101.25 2.025 <br /> 95 82.83 7458.58 111.81 7444.09 141.45 7539.60 100.00 2.026 <br /> 96 88.39 7455.81 117.37 7441.32 147.01 7536.82 100.00 2.026 <br /> 97 71.72 7464.14 100.70 7449.65 130.34 7545.16 100.00 2.026 <br /> 98 99.50 7450.25 128.48 7435.76 158.12 7531.27 100.00 2.026 <br /> 99 93.94 7453.03 122.92 7438.54 152.56 7534.04 100.00 2.026 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects XL: 99.50 YL: 7450.25 XR: 106.26 YR: 7446.87 <br /> Centre: XC: 148.69 YC: 7540.18 Radius: R: 102.50 <br /> Generated failure surface: (20 points) <br /> 99.50 7450.25 99.85 7450.06 100.20 7449.87 100.55 7449.68 <br /> 100.90 7449.50 <br /> 101.25 7449.31 101.61 7449.13 101.96 7448.95 102.31 7448.77 <br /> 102.67 7448.59 <br /> 103.02 7448.41 103.38 7448.23 103.74 7448.06 104.10 7447.88 <br /> 104.45 7447.71 <br /> 104.81 7447.54 105.17 7447.37 105.53 7447.20 105.89 7447.04 <br /> 106.26 7446.87 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater <br /> Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force <br /> Stress Factor <br /> 1 99.50 0.00 28.5 0.17 0.20 1 0.00 45.0 0.08 0.00 <br /> 0.34 0.90 <br /> 2 99.67 0.00 28.6 0.17 0.20 1 0.00 45.0 0.23 0.00 <br /> 1.01 0.90 <br /> 3 99.85 0.00 28.4 0.17 0.20 1 0.00 45.0 0.37 0.00 <br /> 1.65 0.90 <br /> 4 100.02 0.00 28.3 0.17 0.20 1 0.00 45.0 0.50 0.00 <br /> 2.24 0.89 <br /> 5 100.20 0.01 28.1 0.18 0.20 1 0.00 45.0 0.62 0.00 <br /> 2.80 0.89 <br /> 6 100.37 0.01 28.1 0.18 0.20 1 0.00 45.0 0.74 0.00 <br /> 3.35 0.89 <br /> 7 100.55 0.01 27.8 0.18 0.20 1 0.00 45.0 0.85 0.00 <br /> 3.82 0.89 <br /> 8 100.73 0.01 28.0 0.18 0.20 1 0.00 45.0 0.95 0.00 <br /> 4.29 0.89 <br /> 9 100.90 0.01 27.7 0.18 0.20 1 0.00 45.0 1.05 0.00 <br /> 4.72 0.89 <br /> 10 101.08 0.01 27.7 0.18 0.20 1 0.00 45.0 1.13 0.00 <br /> 5.06 0.89 <br /> 11 101.23 0.01 27.5 0.18 0.20 1 0.00 45.0 1.20 0.00 <br /> 5.41 0.89 <br /> 12 101.43 0.01 27.5 0.18 0.20 1 0.00 45.0 1.28 0.00 <br /> 5.75 0.89 <br /> 13 101.61 0.01 27.2 0.18 0.20 1 0.00 45.0 1.34 0.00 <br /> 6.03 0.89 <br /> 14 101.78 0.01 27.2 0.18 0.20 1 0.00 45.0 1.39 0.00 <br /> 6.24 0.89 <br /> 15 101.96 0.01 27.0 0.18 0.20 1 0.00 45.0 1.44 0.00 <br /> 6.46 0.89 <br /> 16 102.14 0.01 27.0 0.18 0.20 1 0.00 45.0 1.47 0.00 <br /> 6.59 0.89 <br /> 17 102.31 0.01 26.9 0.18 0.20 1 0.00 45.0 1.50 0.00 <br /> 6.73 0.89 <br />
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