Laserfiche WebLink
NFactorof W..- ,p,? „Hukill Gulch Gol d Tailings Pond-CO 80452 <br />forced Slope Stability Analysis c:1z1?10pM,CtSCI000riNov OX 11: 4926echnical Fabrics - Geogrid Stability Enhancement <br />Thru Bench ##2, Un-Saturated Tailings, Static Conditions <br />Safety = 2.10 <br />Hukill Gulch (sold Tailings Pend-CO 8045,21 <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: xSec A .A' low-DRY Static GRIDre <br />Description: Typical Cross-Section A -A' DRY Slimes - Static - STF GEOGRID Rei <br />nforced - Tested liner strength- Reinforced with STF-350 geogrid 8 lay <br />ers at 10 ft vertical spacing. 130 feet Intermediate Tailings Height <br />,Benches 1 & 2 <br />company's Information: <br />Name: Earth Improvement Technologies, Inc. <br />Street: P. 0. Box 1346 <br /> 121 Lazenby Drive <br /> Fort Mill, SC 29715 <br />Telephone #r: (803) 548-8690 <br />Fax #: (803) 548-8679 <br />E-Mail: simac. eit@earthlink.net <br />Original file path and name: 0:12010 Pr ..... ukill GulchlHukill-bl2-crst130-DRY-GRID-Static.MSE <br />Original date and time of creating this file: Mon Nov 08 10:03:13 2010 <br />PR06RAM MODE: ANALYSIS of a. Complex Slope using GEOSYNTHETIC as reinforcing material. <br />Page <br />Gulch Gold Tailings Pond-C(D 30452 1 10 <br />C opynght 0 2001-20033 ADAMA Engineering, Inc incense nurnL:er Re-,SA-200232