2024-04-25_PERMIT FILE - M2024017 ‎(5)‎

• 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
• Email Name: JLE
• Media Type: D
• Archive: No

18 102.49 0.01 26.7 0.18 0.20 1 0.00 45.0 1.51 0.00
6.78 0.89
19 102.67 0.01 26.6 0.18 0.20 1 0.00 45.0 1.52 0.00
6.83 0.89
20 102.85 0.01 26.6 0.18 0.20 1 0.00 45.0 1.52 0.00
6.83 0.89
21 103.02 0.01 26.4 0.18 0.20 1 0.00 45.0 1.52 0.00
6.84 0.89
22 103.20 0.01 26.4 0.18 0.20 1 0.00 45.0 1.50 0.00
6.76 0.89
23 103.38 0.01 26.1 0.18 0.20 1 0.00 45.0 1.49 0.00
6.69 0.89
24 103.56 0.01 26.1 0.18 0.20 1 0.00 45.0 1.44 0.00
6.47 0.89
25 103.74 0.01 25.9 0.18 0.20 1 0.00 45.0 1.40 0.00
6.31 0.89
26 103.92 0.01 25.9 0.18 0.20 1 0.00 45.0 1.35 0.00
6.09 0.89
27 104.10 0.01 25.6 0.18 0.20 1 0.00 45.0 1.29 0.00
5.81 0.89
28 104.27 0.01 25.7 0.18 0.20 1 0.00 45.0 1.23 0.00
5.54 0.89
29 104.45 0.01 25.5 0.18 0.20 1 0.00 45.0 1.15 0.00
5.16 0.89
30 104.63 0.01 25.5 0.18 0.20 1 0.00 45.0 1.07 0.00
4.82 0.89
31 104.81 0.01 25.2 0.18 0.20 1 0.00 45.0 0.98 0.00
4.39 0.89
32 104.99 0.01 25.3 0.18 0.20 1 0.00 45.0 0.87 0.00
3.91 0.89
33 105.17 0.01 25.0 0.18 0.20 1 0.00 45.0 0.76 0.00
3.44 0.89
34 105.35 0.01 25.0 0.18 0.20 1 0.00 45.0 0.64 0.00
2.88 0.89
35 105.53 0.00 24.8 0.18 0.20 1 0.00 45.0 0.51 0.00
2.31 0.89
36 105.71 0.00 24.7 0.18 0.20 1 0.00 45.0 0.38 0.00
1.70 0.89
37 105.89 0.00 24.7 0.18 0.20 1 0.00 45.0 0.23 0.00
1.05 0.90
38 106.07 0.00 24.5 0.18 0.20 1 0.00 45.0 0.08 0.00
0.35 0.90
-------- ------- ----------
X-S Area: 0.35 Path Length: 7.55 X-S Weight: 38.55
DATA: Analysis 3 - Reclaimed Slope
Material Properties (2 materials)
-------------------
Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size
Cohesion Phi UnitWeight Ru
0.00 45.0 110.00 Auto
Material: 2 (Mohr-Coulomb Isotropic) - Loose sand, mixed grain size
Cohesion Phi UnitWeight Ru
0.00 34.0 99.00 Auto
Water Properties
----------------
Unit weight of water: 62.400 Unit weight of water/medium above ground: 0.000
Material Profiles (1 profile)
-----------------
Profile: 1 (2 points) Material beneath: 1 - Sand and gravel, mixed grain size
0.00 7475.00 300.00 7475.00
Slope Surface (5 points)
-------------
0.00 7475.00 50.00 7475.00 200.00 7425.00 250.00 7422.00
300.00 7420.00
Phreatic Surface (2 points)
----------------
0.00 7300.00 300.00 7300.00
Failure Surface
---------------
Initial circular surface for critical search defined by: XL,XR,R
Intersects: XL: 49.50 YL: 7475.00 XR: 199.50 YR: 7425.17