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ReSSA -- Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 50452 <br />Present Da time: PvIin Nm,0S l l:41 41 2' 10 0:12010 PmjectsM0001 - STFIRukill Gul hl iukill-bl2-ci-1130-D^n-Y-GAID-Sei;nuc.IvlsE <br /> <br /> Synteen Technical Fabrics - Geogrid Stability Enhancement <br /> Buildout'rhru Send 2, Un-Saturated Tailings, Seismic Conditions <br /> Factor of Safety = 1.47 <br /> <br /> <br />Hukill Gulch Gold Tailings Pond-CO 80452 <br /> <br />PROJECT IDENTIFICATION <br />Title: Hukill Gulch Gold Tailings Pond-CO 50452 <br />Project Number: DRY - Preliminary - 010001 <br />Client: STE for Venture Resource, Inc. <br />Designer: M. R. Simac, PE <br />Station Number: xSec A-A' lo4vDRY Sizmic GRIDre <br />Description: Typical Cross-Section A-A' DRY Slimes - SEISMIC - STE GEOGRID Re <br />inforced - Tested liner strength- Reinforced with STF-350 geogrid 5 la <br />yers at 10 ft vertical spacing. 130 feet Intermediate Tailings Heigh <br />L <br />t, Benches 1 & 2 <br />Companp's Information: <br />Name: 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 #: (503) 545-5679 <br />E-Mail: simac. eit(a earth link.net <br />Original file path and name: 0:12010 Pr..._ kill GulchlHukill-bl2-crstl30-DRY-GRID-Seisin ic.MSE <br />Original date and time of creating: this file: Mon Nov 08 09:13:25 2010 <br />PROGRAM MODE: ANALYSIS of a Complex Slope using GEOSI'NTHETIC as reinforcing material. <br />??p?00 t.IOF? <br />C,?, ••jPM?s 4f :sFO <br /> <br /> <br />42189 ms' <br /> <br /> <br /> <br />ON <br />Hukill Gulch Gold Tailings Fond (".c7 Su-}} ...,.?.,,.?.....?=o,.s,......,a..?......o ??....._, ..,,?_„<_ ,.=,.G?.... ,..?..._= G..,....,_?,? ,.,.?.o,.?. ,..?.,,.?.Y,.r..>..5,,,?.=w.. <br /> Page 1 of 10 <br />Copyright 02001-2003ADANIAEngineering, Inc. License number ReSSA-200232