Supporting Documentation · Nov 10, 2024
Langan Rebuttal Report 9 15 2025
Preserved file SHA-256
49be228d43ecff2c958b5370f832f1774fc4bb2e0af9fc2e6dc308ca9f1e7112Indexed text · page 32
Show all pagesColor 660 Name Unit Weight (pcf) Effective Cohesion (psf) Effective Friction Angle (°) UCS Intact (psf) Intact Rock Parameter mi Geological Strength Index GSI Disturbance Factor D Piezometric Surface 323,263 17 37 1 1 Bedrock 180 Decomposed Rock/Very Dense Granular Soil 135 0 38 1 Medium sand 120 0 32 1 Retaining Wall 150 Topsoil 115 0 30 1 640 1 1.589 620 Factor of Safety: 1.589 Current Slip Surface Number: 401 NLB-2 NTP-1 600 NTP-2 NLB-1 Property Line Elevation 580 560 540 520 500 480 460 440 0 100 200 Distance Cross Section C_Existing Condition (GSI = 37) 300 400
File revisions (1)
- Sep 29, 2026
49be228d43ec6,741,107 bytes