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9.0 CLOSING <br />This report has been prepared in a manner consistent with local standards of professional <br />geotechnical engineering practice. The interpretation of subsurface materials, strengths, and pore <br />pressure are based on our training and years of experience, but is necessarily based on limited <br />subsurface observation and testing. As such, inferred ground conditions cannot be guaranteed to <br />be exact. No other warranty, Express or Implied, is made. <br />We recommend that Buckhorn conduct a subsurface investigation at the proposed new gob <br />wastepile site to characterize the foundation conditions. Additionally, on -going strength testing <br />and in -situ moisture /density testing of the gob material is recommended <br />We sincerely appreciate the opportunity to work with you on this project. If you have any <br />questions or concerns regarding this report, please do not hesitate to contact us. <br />Respectfully Submitted, <br />Oc er 25, 2031L 06 <br />16!— <br />� <br />Brett R. Byler, P.E. <br />Geotechnical Engineer <br />v 'm 9291 �' v <br />�06,:`�W <br />NA1 �0\� <br />Bowie No 2 South Gob Pile preliminary stability evaluation <br />Project 405- 126- GEO -08 <br />Page 10 of 10 <br />