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ReS SA -- Reinforced Slope Stability :analysis Hukill Gulch Gold Tailings Pond-CCU 80452 <br />Present DaffiICut Mon 14 v 02 11 ?49:28 20'10 C A2010 Pmject:C10001 - STFIHukillGnl,!iHuUl-Ely-cistl30-DRY-GRID-3 tatic.IvISE <br />REINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIES <br /> Height Embedded Coveigae <br /> Lay er Reinf. Geosynthetic Relative Length Ratio, { X, Y ) front { X, Y ) rear <br /> # Type # Designated Name to Toe [ft] [ft] Re [ft] [ft] <br /> 1 3 SF-350 50.00 65.00 1.00 1407.34 1444.36 1472.34 1444.36 <br /> 2 3 SF-350 60.00 90.00 1.00 1422.34 1454.36 1512.34 1454.36 <br /> 3 3 SF-350 70.00 110.00 1.00 1437.34 1464.36 1547.34 1464.36 <br /> 4 3 SF-350 80.00 125.00 1.00 1452.34 1474.36 1577.34 1474.36 <br /> 5 3 SF-350 90.00 120.00 1.00 1487.34 1484.36 1607.34 1484.36 <br /> 6 3 SF-350 100.00 135.00 1.00 1502.34 1494.36 1637.34 1494.36 <br /> 7 3 SF-350 110.00 150.00 1.00 1517.34 1504.36 1667.34 1504.36 <br /> 8 3 SF-350 120.00 165.00 1.00 1532.34 1514.36 1697.34 1514.36 <br /> QUANTITIES <br />R <br />F ei <br />nf. Type # <br />Designated Name <br />Cov <br />erage Ratio <br />Area of reinforeemni [it-] J <br />length of slope [ft] <br /> 3 SF-350 1.00 960.00 <br />Hul-ill Gulch Gold Tailings Pond,-CCU 80452 Page 10 of 10 <br />Copyright 0 2001-2003 ADAMA Engineering, Inc. License number ReSSA-200232