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E` <br />1 <br />300 400 <br />600 700 <br />Section 1-1' <br />Global Slope <br />Static FS = 1.50 <br />M41 <br />0 100 200 <br />300 400 <br />Waste <br />Unit Weight: 80 Ib/ft3 <br />Distance (ft) <br />Strength Type: Kavazanjian et al. (1995) <br />Base Liner <br />40 <br />Unit Weight: 100 Ib/ft3 <br />Friction Angle: 10 degrees <br />Side Slope Liner <br />Unit Weight: 100 Ib/ft3 <br />Friction Angle: 12 degrees <br />30 <br />Subgrade <br />o <br />Strength Type: Infinite strength <br />> <br />60' -Wide <br />°' <br />w <br />Access Road <br />E` <br />1 <br />300 400 <br />600 700 <br />Section 1-1' <br />Global Slope <br />Static FS = 1.50 <br />M41 <br />0 100 200 <br />300 400 <br />500 600 700 800 <br />Distance (ft) <br />FS = factor of safety <br />North County Recycling Center and Sanitary Landfill <br />MSL = above mean sea level <br />Vertical Expansion <br />Scale: 1" = 100' <br />m <br />