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i <br />ReSSA --Reinforced Slope Stability Analysis <br />-- __ I a l.---- S'm.-.rv-- .1T .---.1U 1.__-6L... n.,,,Y..a..,,--. <br />Pns?nt <br />Hukill Gulch Gold Tailings Pond-CCU 80452 <br />C,A201OFrgj cts1C1COO1-ST1PIukAIGub:iitHukill-DRYi,RIRStaticNLSE <br />SSynteen Technical Fabrics - Geogrid Stability Enhancement <br />Buildcut Thru Bench #5, Un-Saturated Tailings, Static Conditions <br />Factor of Safety = 2.07 11 <br />Hukill Gulch Gold Tailings Pond-CO 80452 <br />PROJECT IDENTIFICATION <br />Title: Hukill Gulch Gold Tailings Pond-CO 80452 <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 Static GRID re <br />Description: Typical Cross-Section A-A' DRY Slimes - Static - STF GEC}GRID Reinfo <br />reed -Higher liner strength- Reinforced Arith SZF-350 geogrid 19 layers <br />at 10 ft vertical and 4 layers at 5 ft vertical spacing behveen main <br />spacing on bench 3. <br />Company'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) 548-5690 <br />Fax #: (803) 548-8679 <br />E-Mail: Simac. eittb earthlink.n et <br />Original file path and name: C:t2010 Pr ..... 0001 - STFtHukill Gulch',Hukill-DRY-GRID-Static.MSE <br />Original date and time of creating this file: Sat Nov 06 16:33:27,7010 <br />PROGRAM MODE: ANALYSIS of a Complex Slope using GEOSYNTHETIC as reinforcing material. <br />ADO LIC <br />;Por:8 M,'2s?o <br />?r4/2189 <br />Hukill Gulch Gold Tailings Pond-CG 80452 Wage 1 of 11 <br />Copyright P2001-2-003 AD IAAEngineering, Inc. License number R=SSA 200232