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CORE BORING REPORT <br />_ <br />_ ~ Boring No. LHP-11 <br />Sheet No. 2 of 2 '~ <br />_ <br />9 <br />Project: Loveland Ready Mix Slurry Wall File No. 707027-000 <br />~ Start: June 23, 2007 j <br />n Client: Compass Environmental Finish: June 23, 2007 <br />___ Contractor: Dakota Dulling Driller: Josh I <br /> LH Rep.: S. Harvey <br /> <br /> <br />_ <br />m <br />coo <br /> <br />r <br />v <br /> <br />Z <br /> <br />C <br /> <br />~ <br /> <br /> <br />~ r <br /> <br /> <br />E <br /> <br />n <br />E <br /> <br />~° <br />m N ; ° ~ a ; o o ~ mN Visual-Manual Identification and Description <br /> <br />,W rn rn ~ ~ o g N \ ~ <br /> <br /> -PIERRE SHALE- <br /> Very soft to soft, slightly weathered, medium gray, fine grained, silty clayey SANDSTONE <br /> (BR). Horizontal joints, close tight, smooth, planar, sighUly weathered. <br />3p -30 <br /> R-2 60" 59" 3 SAME AS ABOVE <br /> 100% (98%) Except joints moderate spacing. <br />~ as <br /> C-3 50/0" <br />o ao End of exploration at 39 ft. <br />s as <br />50 -50 <br />55 -55 <br />NOTES: Soil identification based on visual-manual methods of the USCS as practiced by Lyman Henn, Inc. j30nng NO. LHP-1 ~ <br />.Maximum particle size (MPS) is determinetl by direct observation within Ne limitations of the sampler. <br />