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ReS,SA --Reinforced Slope Stability Analysis <br />Fresentuat?rfime Smilq x0721:28:452010 <br />Hukill Gulch Gold Tailings Pond-CO 50452 <br />C 12010 Ftnjecf;'''10001 - STFIFiukill Gtlcit?H?il-,il1-DR'Y-?3RIDSe:s.trc.NEE <br />Synteen Technical Fabrics _ Geogrid Stability Enhancement <br />Suildout Thru Bench #5, Uri-Saturated Tailings, Seismic Conditions <br />F=actor of Safety = 1.44 <br />Hukill Gulch Gall. Tailings Pond.-CO 80452 <br />PROJECT IDENTIFICATION <br />Title: Hukill Gulch Gold Tailings Pond-CO 50452 <br />Project Number: DRY - Preliminary - 010001 <br />Client: STF for Venture Resource, Inc. <br />Designer: M. R. Simac, PE <br />Station Number: xSect A-A' -DRY Sizmic GRID re <br />Descr=iption: Typical Cross-Section A-A' DRY Slimes - SEISMIC- STF GEOGRID Reinfo <br />rced -Higher liner strength- Reinforced with STF-350 geogrid 19 layers <br />at 10 ft vertical and 4 layers at 5 ft vertical spacing between main <br />spacing on bench 3. <br />Company's Information: <br />Naive: Earth Improvement Technologies, Inc. <br />Street: P. O. Box 1346 <br /> 121 Lazenby Drive <br /> Fort Mill, SC 29715 <br />Telephone #: {503} 545-5690 <br />Fax 9: (803)545-5679 <br />E-Mail: sitiiac.eit@eaft.hlink.net <br />Original file path and name: C:12010 Pr ..... 001 - STF1IIukill GulchlHukill-DRY-GRID-Seismic.MSE <br />Original date and time of creating this file: Sat Nov 6 16:57:43 2010 <br />PROGRAM MODE: ANALYSIS of a Complex Slope using GEOSYNTHETIC as reinforcing material. <br /> <br />42189 <br />Hulall Gulch Gold Tailings Pond-CO 80452 Pgge 1 of 11 <br />Copyright 02001-2003 ADAMA Engineering, Inc. License number ReSSA-2002)32