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- <br />~~ CORE BORING REPORT Boring No. LHP-1 <br />_ Sheet No. 2 of 2 <br />Project: Loveland Ready Mix Slurry Wall <br />3 F;le No. 707021-000 <br />Start: April 17, 2007 <br />Client: Com ass Environmental <br />p Finish: April 18, 2007 <br />=__ Contractor: Dakota Drilling Driller: Josh/Blake <br /> LH Rep.: G. Snyder <br /> <br />N <br />sEo <br />t <br />m° <br /> <br />Z <br />C <br />`- <br /> <br />c ~ z <br />Z <br />E <br />>, <br />aN <br /> <br />m <br />°~, ; ° ~ a ~ o o ~ mN Visual-Manual Identification and Description <br />~ <br />w - o a ~ m ~ <br />' E <br />in ~ <br />`n ~ ~ <br />c a w ` 3 <br /> <br /> 4790 <br /> Very soft, slightly weathered, light gray, sandy CLAYSTONE (BR), very fine grained; widely <br /> spaced horizontal joints, tight, smooth to slightly rough, slightly weathered, no inflling. <br />~o R-5 82.5" 74.25" 3.7 <br /> 478s (69% (62%) -PIERRE SHALE- <br />as End of exploration at 34 ft. <br /> 4780 <br /> 4775 <br />5 <br /> 4]]0 <br />A <br /> 4]65 <br />s6 <br />Y]60 <br />NOTES: Soil identification basetl on visual-manual methods of the USCS as practiced by Lyman Henn, In<. I goring No <br />LHP-1 <br />. <br />Maximum particle size (MPS) is determined by direct observation ~.vithin Ne limitaticns of Ne sampler. <br />