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<br />~. ~ CORE BORING REPORT Boring No. LHP-6 <br />SheetNo.2of2 <br />_ <br />Project: Loveland Ready Mix Slurry Wall <br />File No. 107021-000 <br /> Start: April 17, 2007 <br />Client: Com ass Environmental <br />P Finish: April 20, 2007 <br />__ Contractor: Dakota Drilling Duller: Josh/Blake <br /> tH Rep.: G. Snyder <br /> <br />ac <br />E r <br />a <br />o E <br />^Po 2 <br />.E '` <br />z <br />m E <br />o <br />:. <br />d m ; ° = a ; o o A m <br />~~ Visual-Manual Identifcation and Description <br /> <br />'w ~ v' ~ ~ ~ a `~ ` 3 <br /> <br /> 4785 <br /> Very soft, slightly weathered, light gray, sandy CLAYSTONE (BR), very fine to fine grained; <br /> close to moderately close spaced horizontal joints, tight slightly rough, slightly weathered, <br />~ R-5 91" 73.5" 2.5 planar, no infilling. Becoming sandier with depth. <br /> (76% (61%) <br /> -PIERRE SHALE- <br /> 4]80 <br />55 End of exploration at 34 ft. <br /> 4775 <br />0 <br /> 47]0 <br />5 <br /> x765 <br />50 <br /> 4760 <br />55 <br />NOTES: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. $Oring NO. LHP-6 <br />Maximum particle size (MPS) is determined by direct observation wimin the limitations of Ute sampler. <br />