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Third largest FS for this Analysis method. > 1.5 <br /> and located entirely within Slocum Alluvium <br /> (Sand) Layer. <br /> 0 _ <br /> 0 <br /> 0 <br /> 0 <br /> C> 1.6 <br /> 1.4 <br /> 1.3 <br /> o —Structure-Roadway and Utility ROW— <br /> M Unit Weight Cohesion Phi <br /> Material Name Color <br /> 240.00Ibs/ft2 (Ibs/ft3) (psf) (deg) <br /> — Distance to Mine Slope-78 feet— sand 120 0 29 <br /> _ Pierre Shale(Sabatini et al.) r ' 116 1253 32 <br /> o Water 62.4 <br /> N <br /> Height of Mine Slope- 107 feet 7 77,777 777 7,1� W <br /> �7\--„ =17,z <br /> 30 feet-Assumed Depth of Water <br /> o <br /> 100 200 300 400 500 600 700 800 900 <br /> d Project <br /> Geo sl � e Arcosa LWB Plant Permit Amendment <br /> Analysis Description <br /> )II S Ll I l<_!f 1 t S Exhibit S-Structures Evaluation <br /> Drawn By J. Gillen Company Geosyntec Consultants,for Arcosa LWB <br /> SLIDEINTERPRET 8.026 Date July 2019 Fi/e Na"101907 DE0374 Arcosa Structures Evaluation_Stability.slmd <br />