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.RMA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />PresentDstw!Tirae: N1?n1,1 11'41:422010 CA2010PmjectsC10001-STFIHnkillGut:htHukill-hl2--rtI30-DRY'-GF.1DSeisnic.!,11SE <br />REINFORCEMENT LAYOUT: TABULATED DATA & QUANTITIES <br /> Height Embedded CoYergae <br /> Lay er Reinf. Geosj'nthetic Relative Length Ratio, ( X, Y j front ( X, Y ) rear <br /> # Type # DesignatedNTwne to Toe [ft] [ill Rc [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-3350 50.00 125.00 1.00 1452.34 1474.36 157734 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 /> 3 SF-350 110.00 150.00 1.00 151734 1504.36 1667.34 150436 <br /> 8 3 SF-350 120.00 165.00 1.00 1532134 1514.36 1697.34 1514.36 <br /> QUANTITIES <br />Rei nf. Tvpe # Designated Name Coverage Ratio Area of reinforcemnt [ft-j J length of slope [ft] <br /> 3 SF-350 1.00 960.00 <br />Hukill Gulrh Gold Tailings Pond-0.1 PCJ452 Page 10 of 10 <br />Copyright C) 2001-2003 AD AA:IAEngineering, Inc. License number ReSSA-200232