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- <br />- CORE BORING REPORT Boring No. LHP-15 <br />~, <br />Sheet No.2 oft <br />- ~ <br />3 Project: Loveland Ready Mix Slurry Wall File No. 707021-000 <br />gtyrt. June 2s, 2007 <br />Client: Compass Environmental Finish: June 26, 2007 <br />___ Contractor: Dakota Drilling Driller: Josh <br /> LH Rep.: S. Harvey <br /> <br />v <br />r <br />c <br />_ <br />- <br />i+ f0 z <br />? T <br />L <br />E <br />s E o <br />d ~, ; o <br />„ ~ Z <br />a r c H <br />o o ~ mrn <br />A my Visual-Manual Identification and Description a <br />'? <br />~ <br />W ~ ~ a ~ ~~ O <br />' E ~ <br /> <br /> <br /> R-1 44" 26.5" 2 Driller recovery is probably from 35-39 ft. Estimate clayey SHALE (BR) at 29 k. <br /> (37% (22%) <br />30 -30 <br />35 -35 <br />Becoming sandier. <br /> Soft, slightly weathered, fne to very fine grain, clayey sandy SHALE (BR). Horizontal joints, <br /> close spacing, partly open, slightly rough, irregular, moderately to slightly weathered, .25" <br /> clay infiil @ 36.5 ft, meth breaks from 37'-39'. <br /> R-2 59.5" 59.5" 4 SAME AS ABOVE. <br /> (99% (99%) Except less clay and more santl. Horizontal joints, wide spacing, tight, smooth, planar, <br /> ~ slightly weathered. Meth break at 41.5'. Care broken to fit in box. <br /> C-3 50/0.5" <br />5 d5 <br /> End of exploration at 44 ft. <br />so -so <br />55 -55 <br />NOTES: Soil identification based on visual•martuat methotls of [he USCS as practiced by Lyman Henn, Inc. BOring NO. LHP-~ 5 <br />Maximum panicle Size (MP$) is determined by direct observation within the limitations of the Sampler. <br />