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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 50452 <br />Prey?utDateft me:SimNui0721:2?*2010 C:12010Pmpc&C10001-STEtiWullGulrh)33ukill-DRY-G FT-SeisnucWE <br />TABULATED DETAILS OF QUICK SPECIFIED GEOMETRY <br />Soil profile contains 4 layers. Coordinates in [ft.] <br /> Xi Iii <br />Top of Layer 1 1 0.00 355.00 <br /> 2 100.00 375.00 <br /> 3 200.00 395.00 <br /> 4 300.00 415.00 <br /> 5 320.00 405.00 <br /> 6 350.00 397.00 <br /> 7 380.00 405.00 <br /> 8 400.00 425.00 <br /> 9 475.00 4 75.00 <br /> 10 495.00 4'5.00 <br /> 11 555.00 515.00 <br /> 12 575.00 515.00 <br /> 13 635.00 555.00 <br /> 14 655.00 555.00 <br /> 15 715.00 595.00 <br /> 16 735.00 595.00 <br /> 17 795.00 635.00 <br /> 18 815.00 635.00 <br /> 19 860.00 665.00 <br /> 20 940.00 665.00 <br /> 21 1120.00 665.00 <br /> 22 1152.00 657.00 <br /> 23 1450.00 749.00 <br />Top of Layer 2 24 0.00 355.00 <br /> 25 100.00 375.00 <br /> 26 200.00 395.00 <br /> 27 320.00 405.00 <br /> 28 350.00 397.00 <br /> 29 380.00 405.00 <br /> 30 400.00 425.00 <br /> 31 495.00 454.20 <br /> 32 496.00 455.50 <br /> 33 505.00 460.00 <br /> 34 940.00 665.00 <br /> 35 1120.00 665.00 <br /> 36 1152.00 657.00 <br /> 37 1450.00 749.00 <br />Top of Layer 3 35 0.00 355.00 <br /> 39 100.00 375.00 <br /> 40 200.00 395.00 <br /> 41 320.00 405.00 <br /> 42 350.00 397.00 . <br /> 43 380.00 405.00 <br /> 44 400.00 425.00 <br /> 45 495.00 454.20 <br /> 46 496.00 455.50 <br /> 47 1120.00 648.00 <br /> 48 1152.00 657.00 <br /> 49 1450.00 749.00 <br />Top of Layer 4 50 0.00 355.00 <br /># Xi Z i <br />51 100.00 375.00 <br />52 200.00 395.00 <br />53 320.00 405.00 <br />54 350.00 39'.00 <br />55 380.00 405.00 <br />56 400.00 425.00 <br />57 495.00 454.20 <br />58 496.00 454.50 <br />59 1120.00 647.00 <br />60 1152.00 657.00 <br />61 1450.00 <br />749.00 <br />Hukill Gulch Gold Tailing., Pond-CCU 50452 Page 4 of 11 <br />Copyright O 2001-2003 ADANIA Engineering, Inc. License nuniber Re SSA- '0232