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Test Pit SP -1 Test Pit SP -2 <br />Elev.= 7580.7 Elev.= 7585.9 <br />Depth (ft) <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />LEGEND: <br />®FILL: Clay and topsoil with bedrock <br />fragments, very soft to loose, moderately <br />plastic, dry to wet and brown in color. <br />FILL: Clays with coal and sandstone <br />fragments, moderately plastic, very hard, <br />dry and brown in color. <br />0 Hand Drive Sample -2" California Liner. <br />Indicates depth at which groundwater was <br />encountered at the time of this <br />investigation. <br />LOGS, LEGEND AND NOTES <br />Job Name` Pond 016 Area Slides <br />ULVW&W99 Pond 1651iue \SnrubPhFViFLagsdv.9 <br />Seneca IIW Mine, Routt County, Colorado <br />Test Pit SP -3 Test Pit SP -4 <br />Elev.= 7577.6 Elev.= 7574.3 <br />Depth (ft) <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />NOTES: <br />1) Test pits were excavated on September 18, <br />2008 with a Cat trackhoe. <br />2) Test pit locations were determined by <br />pacing from proposed features as <br />described by the client. <br />3) Elevations of the test pits were not <br />measured and the logs are drawn to the <br />depths investigated. <br />4) The lines between materials shown on the <br />test pit logs represent the approximate <br />boundaries between material types and <br />transitions may be gradual. <br />8/2/10 <br />Job No. <br />08 -8099 <br />Figure #5 <br />Q„YtMKL / Enwana,nW Eryy.rmp- Ya.,ni <br />(87079 7000 - F. WO)079.7091 <br />7500 Capps R4M 0- <br />s.y,e SMV.Cam,aaeam <br />