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RESSA --Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452 PresentDafi71'ime Iv1onLIZaO I1:49i2?2010 CA2010Pmject'tC10001-51FtHui:illGulchU-Iukill-112-cr.:t130-DRY-GF.ID-`tstie.IILSE TABULATED DETAILS OF QUICK SPECIFIED GEOMETRY Soil profile contains 4 layers. Coordinates in [ft.] 4 x1 Y1 Top of Layer 1 1 0.00 355.00 2 100.00 375.00 3 200.00 395.00 4 300.00 415.00 5 320.00 405.00 6 350.00 397.00 7 380.00 405.00 8 400.00 425.00 9 475.00 475.00 10 495.00 475.00 11 555.00 515.00 12 575.00 515.00 13 635.00 555.00 14 655.00 555.00 15 700.00 555.00 16 822.00 555.00 17 823.00 555.00 18 1120.00 647.00 19 115100 657.00 20 1450.00 749,00 Top of Layer 2 21 0.00 355.00 22 100.00 375.00 23 200.00 395.00 24 320.00 405.00 25 350.00 397.00 26 380.00 405.00 27 400.00 425.00 28 495.00 454.20 29 496.00 455.50 30 505.00 460.00 31 700.00 555.00 32 823.00 555.00 33 1120.00 647.00 34 1152.00 657.00 35 1450.00 749.00 Top of Laver 3 36 0.00 355.00 37 100.00 375.00 38 200.00 395.00 39 320.00 405.00 40 350.00 397.00 41 380.00 405.00 42 400.00 425.00 43 495.00 454.20 44 496.00 455.50 45 822.00 554.00 46 823.00 555.00 47 1120.00 646.00 48 1152.00 657.00 49 1450.00 749.00 Top ofLayer 4 50 0.00 355.00 xi Yi 51 100.00 375.00 52 200.00 395.00 53 320.00 405.00 54 350.00 397.00 55 350.00 405.00 56 400.00 425.00 57 495.00 454.20 58 496.00 454.50 59 823.00 553.50 60 1120.00 646.00 61 1152.00 657.00 62 1450.00 749.00 k<Hulill„Gulch Gold Tailings Pond-CO 80452.E F? .nµ ^? n.?. ws ?.N p0.6S .F o.d.n..? c^c_.Knµ Fade 4 of 10 License 0 2001-2003 ADAIAA Engineering, Inc. nnmbcr ReSA-200232