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Lacasse, S., and Nadim, F. (1997). Uncertainties in Characterizing Soil Properties, Publication <br />21, Norwegian Geotechnical Institute, Oslo, Norway, pp. 49-75. <br />Rocscience (2004). Slide 2D limit equilibrium slope stability for soil and rock slopes, version <br />5.027, Rocscience, Inc., 2004. <br />S.0 CLOSING <br />This report has been prepared in a manner consistent with local standazds of professional <br />geotechnical engineering practice. The classification of materials and interpretation of <br />subsurface conditions are based on our training and yeazs of experience, but aze necessarily <br />based on limited subsurface observation and testing. As such, inferred ground conditions cannot <br />be guazanteed to be exact. No other warranty, express or implied, is made. <br />If construction plans or waste pile configurations vazy from those described and evaluated in this <br />report, we must be notified to evaluate stability for the actual conditions. <br />To provide wntinuity and consistency during gob placement, we should be retained to continue <br />with field inspection and in-situ density testing as a service to the owner. <br />We sincerely appreciate the opportunity to work with you on this project. If you have any' <br />questions or concerns regazding this report, please do not hesitate to contact us. <br />Respectfully Submitted, R Reviewed by: <br />i~ 39291 z°° <br />~az~- ~ ~'~ <br />~o <br />Brett R. B let, P.E. A~ ': 2 1 ~o ~;~' ~ <br />y ~ .. 6~~ Thomas E. Griepentrog, P.E. <br />Geotechnical Engineer ~SS~oNnr.EN~' Principal <br />Bowie Gob Pile No. 4 stability report <br />Project NOS-l26-GEO <br />Page IS of IS <br />