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CORE BORING REPORT <br />~ B~e~Ng No Z LHP-16 <br />_ <br />Project: Loveland Ready Mix Slurry Wall File No. 107027-OOo <br />C <br />E <br />i <br />l Stan: Jury 27, tom <br />om ass <br />ronmenta <br />nv <br />Clienf: <br />P Finish: Juiy 27, 2007 <br />=_ Contractor: Dakota Drilling Driller: Josh <br /> LH Rep.: S. Harvey <br />m <br />r a o r <br />v <br />Z c_ <br />`" - <br />c~ c <br />E T <br />a E <br />~ <br />m m ; ° r a ~ o o ~ o,N Visual-Manual identification and Description <br />O <br />W E~ ~ ~ K a ~, m~ ~ <br />' ~ rn ~ o o ti 3 <br /> <br /> (81% (60%) open, very close spacing, slightly rough, irregular, moderately weathered, slight oxldafion <br /> stain. <br /> -PIERRE SHALE- <br /> Soft, slightly weathered, medium gray, fine to very fine, clayey sandy SHALE (BR). <br /> Horizontal joints, tight, wide spacing, slightly rough, planar to slightly irregular, slightly <br /> weathered. <br /> -Broken to fit in core box- <br />30 -3(1 <br />35 -35 <br /> C_2 2" 50/2" i <br /> 100% <br /> End of exploration at 35.1 ft. <br /> -0c <br />5 4$ <br />50 -5f1 <br />i5 -55 <br />NOTES: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. <br />i <br />i <br />l Bo(Ifl9 NO. LHP-16 <br />Maximum pan <br />cle Size (MPS) is determined by direct observation ovnhin the iim <br />tations of the Samp <br />er. <br />