Laserfiche WebLink
-.?.-"??'"mr.,'?ss:"ws?- '.,?f"? -"`.'?.?Yr9` b?r?"-?"'?,%????~''.-"????'a"'"z„^_+.',td?a^?m?+?. .a+r?:ti;•?? _ <br />???-?.xm'"`?.?.???'.v? .s.?.?K5Se3i?.?• :r ???7aamxs,?r?•zs3vxr.?-,7.x-.....,,,..-. <br />?r <br />LOG OF TEST PIT <br />)ate Drilled: 10/23/2008 Field Engineer: DRL Test Pit No: 3 <br />.ocation: See test pit location diagram Elevation: <br />Ilameter: 4 inches Total Depth: 11 feet __Depth water at Time of Drillin : None Encountered <br />Sample <br />4 in Type N Soil Description Laboratory Test Results <br />0 <br />C <br />Clay, sandy, silty, stiff, moist, brown, <br />tan, approx. 12 inches organic (CL) <br />" intermittent Sandstone Fragments <br />Approximately In to 12" Pocket Penetrometer: 4.5 tsf <br />f?. <br />r? <br />Cn ':s <br />10 <br />ottom of Test Pit at 11 feet <br />;': <br />Pocket Penetrometer. 4.0 tsf <br />Pocket Penetrometer 4.5 tsf <br />• h i 7 <7 e9 -? p <br />M 4 - <br />%T• 1c9 - c::7 <br />.-c 4r <br />Pocket Penetrometer: 4.5 tsf <br />/4a- z. <br />Project Name: West Elk Mine - 017 Pond Project Number: M08054GE <br />X=Thm As..d"it. <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Figure: 4