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ELATIVE COMPACTION TEST RESULTS <br />PROJECT: RPEE PROJECT NO: M12005MT DATE: Monday Jan/9/12 <br />LOCATION: <br />CLIENT: <br />Somerset <br />Mountain Coal Company <br />l <br />ENGINEERING <br />NUCLEAR <br />TECHNICIAN: <br />GAUGE USED: <br />Hayes <br />18 <br />LABORATORI <br />OPTIMUM <br />I DEPTH OR <br />PROBE <br />PROCTOR <br />MOISTURE <br />DRY <br />MOISTURE <br />RELATIVE <br />TEST LOCATION <br />ELEVATION <br />j DEPTH <br />DENSITY <br />CONTENT <br />DENSITY <br />CONTENT <br />COMPACTION <br />-- -- <br />- - - -- <br />(IN)(PCF) <br />- - <br />(%) --- <br />(PCF) <br />- ( ) <br />(%) <br />- - - - <br />6495' <br />92.8 <br />9 <br />At the buttress, 13S 0289221 <br />8 <br />106.0 <br />17.0 <br />17.2 <br />88 <br />UTM 4310855 <br />10 <br />At the buttress, 13S 0289237 <br />8 <br />106.0 <br />17.0 <br />108.9 <br />16.2 <br />100 <br />UTM 4310864 <br />11 <br />At the buttress, 13 S 0289227 <br />8 <br />106.0 <br />17.0 <br />97.3 <br />18.5 <br />92 <br />UTM 4310867 <br />12 <br />At the slide repair area, east <br />75 ft. above <br />8 <br />97.0 <br />21.5 <br />101.2 <br />14.6 <br />100 <br />end, 13S 288991 UTM <br />pond <br />4311255 <br />13 <br />At the slide repair area, west <br />8 <br />106.0 <br />18.0 <br />111.2 <br />15.4 <br />100 <br />end, 13S 288952 UTM <br />4311244 <br />14 <br />At the middle of the slide <br />8 <br />106.0 <br />18.0 <br />114.9 <br />14.8 <br />100 <br />repair area, 13 S 288965 <br />UTM 4311248 <br />15 <br />At the very east end of the <br />8 <br />97.0 <br />21.5 <br />107.1 <br />16.3 <br />100 <br />slide repair area, 13S 289016 <br />UTM 4311258 <br />REMARKS: The test results indicate only the density and moisture content for the location and elevation tested only. <br />SOIL TYPE <br />Clay, sandy, few <br />gravel, brown <br />GG GG <br />X=+M =b adm" PROJECT NUMBER: M12005MT <br />