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ReSSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 <br />'rmsent Uaw!Tune hkaINw MIL41:422010 p96 C12OI0 Project-0100011-STE'IHukill Gilch%HuU-W2-cr-L130-DP_Y-GFSL!-Seinu,1VSE <br />DISTRIBUTION OF AVAILABLE STRENGTH ALONG EACH REINFORCEMENT LAYER <br />T) A = Front-end of reinforcement (at face of slope) <br />Tavailable B = Rear-end of reinforcement <br />AB = L•1 + L2 + L3 = Embedded length of reinforcement <br />Tfe Tavailable = Lon,-term strength of reinforcement <br />Tfe = Available front-end strength (e.g.. cormectioil to facing) <br />A <br />Ll = Front-end 'pullout' length <br />LI L3 L2 J L2 = Rear-end pullout length <br />- T 1 Tavaifable prevails along L3 <br />Factor of safety on resistance to pullout on either end of reinforcement, Fs-po = 1.50 <br />Reinforcement <br />Layer # Designated <br />Name Height Relative L <br />to Toe [ft] [ft] Ll <br />[ft] L2 <br />[ft] L3 <br />[ft.] Tfe <br />fib/ft] Tavailable <br />[1b/ft] <br />1 SF-350 50.00 65.00 21.33 495 38.72 1377.11 13771.05 <br />2 SF-350 60.00 90.00 2133 2.43 66.25 1377.11 13771.05 <br />3 SF-350 70.00 110.00 21.33 2.03 86.64 1377.11 13771.05 <br />4 SF-350 80.00 125.00 22.67 2.36 99.97 1377.11 13771.05 <br />5 SF-350 90.00 120.00 21.33 5.15 93.52 1377.11 13771.05 <br />6 SF-350 100.00 135.00 21.33 6.20 107.47 1377.11 13771.05 <br />7 SF-350 110.00 150.00 21.33 928 119.39 1377.11 13771.05 <br />8 SF-350 120.00 165.00 22.67 18.44 123.89 1377.11 13771.05 <br />nHukillrtGulch Gold Tailings Pond Cc C`0452n?l` .a Page ti of 10 <br />'opwight U 2001-200= ADAMA Engineering, Inc. License number ReSSA-200232